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HomeMy WebLinkAbout51697-Z �o'�pf 80pryo(o Town of Southold * * P.O. Box 1179 roc 53095 Main Rd courm N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47033 Date: 05/06/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 620 Ihar Ln Cutchogue, NY 11935 Sec/Block/Lot: 83.4-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/21/2025 Pursuant to which Building Permit No. 51697 and dated: 02/28/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Unheated sunroom addition to an existing single-family dwelling as applied for. The certificate is issued to: Long GM 2017 Irry Trt ,Long LM 2017 Irry Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51697 1/27/026 PLUMBERS CERTIFICATION: Auth ed Signat �o�tofso�ryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51697 Date: 02/28/2025 Permission is hereby granted to: Long GM 2017 Irry Trt PO BOX 1016 Cutchogue, NY 11935 To: Construct an unheated sunroom addition with basement foundation to an existing single-family dwelling as applied for. Premises Located at: 620 Thar Ln, Cutchogue, NY 11935 SCTM#83.-4-14 Pursuant to application dated 01/21/2025 and approved by the Building Inspector. To expire on 02/28/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $394.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $494.00 Building Inspector SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 • �� Southold,New York 11971-0959 ���COUNMV I� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Long GM 2017 Irry Trt Address: 620 Thar Ln city: Cutchogue st: NY zip: 11935 Building Permit#: 51697 Section: 83 Block: 4 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 3 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 1 Track Lights 22' Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 3 ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Sun Room Addition Inspector Signature: Date: January 27, 2026 *Of SOUT�o� * # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ NDATION 1ST [ ] ROUGH PLBG. [ -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: l� w to "TD Ph+�l VMA - �(at� OV4 ;Alln- l DATE INSPECTOR IOvI 1 1���OF SOOTyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Ce.2�4644c uv�I "rjil,2/IK DATE �-�a"a INSPECTOR SOUIyO� I LF /_� AlLbl'NG TOW SOU OLD DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i Aji ne nc2 44 f ,re 4r ne, V\� w V-t DATE INSPECTO FIELD INSPECTION REPORT DATE COMME TS FOUNDATION (IST) ------------------------------------- FOUNDATION (2ND) r ` z 0 y ROUGH FRAMING& y PLUMBING w t • 1 INSULATION PER N.Y. y STATE ENERGY CODE �'�aa• �l tic �.�iP•fi,�'i _ �.c/�®�(/Ae4.4ZG'`'o',�&le�yi�e.. ti Ole- 2 G'.a. V FINAL ADDITIONAL COMMENTS • (o • 2 S P IL oL '% �B r•f-Go re-G�' l o 9574 _ •a •as M,c� /L ehtio a, b•� �. o eC C c 1 o& -- - Z : x o d r i o�Og�}fF0(�y�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT �i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • o� Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtomM.gov Date Received APPLICATION FOR BUILDING PERMIT Ji•u ti •�r For Office Use Only .s,k PERMIT NO. `� I "'� Building Inspector: G r I JAN 2 1 2025 I 'Application-s and-forms;must-be.filled out In the'ir.entlrety Incomplete applications will:riot ba-a c,epted: Where the Applicanf,is not;the owner,an { :Owner's Authorizatl6n.fg6w.(Page 2),sWl oe.completed Date: i .l a t 2 s �OWNER(S)OF PROPERTY Name: SCTM#1000- Project Address: G L�/ CJ � �� Phone#: _,3..( 7 G Email: �vv<Sc f �- W.CO- , Mailing Address: rn CONTACT`PERSON Name: 12r L) C.-e— Mailing Address: cf✓dA2 r W7 7.L Phone#: / �o-o Email Us�� (�c� C,toe. , `DESIGN PROFESSIONAL INFORMATION Name: . .. Mailing Address: , ( ( � Z Phone#: 3 ( -]q' Email: .�`�A:r f�_ �_ ►�e• a Ctk CONTRACTOR`INFORMATION - Name: B;g Car A . fa-aJ-r Q� 'I 2 Q*..1.4k4 Mailing Address: y rr , h l'� _ .RG,. . 1171L Phone#: ,� (. ( bS�-�a.y� Email: DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure kAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ --2C Will the lot be re-graded? ❑Yes ENO Will excess fill be removed from premises? ❑Yes VNo 1 PROPERTY.INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check BOx After Reading The owner/contractor/design professlonal Is responslble for all drainage and storm water Issues as provided by Chapter.236 of the Town Code. APPLICATION 1S HEREBY<MADE to the BuIlding Department-for.the Issuance of,a BuIlding.Permltpursuant tothe Building Zone' . ordinance of the Town of Southold,;Suffolk,County,New York and other_appllcable laws,ordinances orRegulations,forthe,construction of buildings, ` additions,alterations or for.rernotlal or.demolif'ion as herein described The applicant agrees to coreply.with all applicalile laws;ordinances,building code,.': g housin code and regulatlons andao admit authorized Inspectors on premises and In building(s)-for necessary;inspecticns.False statements made herein-are punishable as a Class A misdemeanor pursuant to Section 210.45;of the New York'State Penalaaw Application Submitted By(print name): f�v��� uthorize.d Agent ❑Owner Signature of Applicant: Date: 1 1 ti STATE OF NEW YORK) SS: COUNTY OF ) V-V zE S `1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na d, (S)he is the Contractor Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to ma a and file this °akol)eation;that all statements contained in this application are true to the best of his/her knowledge and belief;and ghat the�work will be performed in the manner set forth in the application file therewith. ,.Swo,r1kb.efore mef this { / l �? + day of l/` cCp "Pl .20 o ,y Notary Public David D6Rubeis Notary Pyblic;,$tatp.4New York No;-01DE0023698,Suffolk County CommissionExiires'April18,2028 "RSVP€RT't OWNER AUTHORIZATION (Where the applicant is not the owner) I, G-Ll� residing at �-` -0 .d " do hereby authorize i U— (20 ��"'�' 1�'" to apply on my behalf to the Town of Southold Building Department for approval as described herein. -f/Z.21 Owne s Signatur Date ('-<CS..r•.A ('o &a Pi9t Owner's 2 i 2 2025 S,FFR4, - BUILDING DEPARTMENT- EI ricatinspector � TOWN OF SOUTHOLD �{ 09partment tox Town Hall Annex- 54375 Main Roa� �� c9d o - Southold, New York 11971-0959 'y1f� a0� Telephone (631) 765-1802 - FAX (631) 765-9502 411. jameshl southoldtownny.gov- seanda—southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: August 26, 2025 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email: dblepole@aol.com Elec. Phone No: (631) 361-6440 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Gary Long Address: 620Ihar Road Southold NY 11971 Cross Street: Duck Pond Lane Phone No.: (631)297-4465, Bldg.Permit.#: '51697 email: garymlongartist@gmail.com Tax Map District: 1000 Section: 83 Block: 4 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Sunroom wiring Square Footage: I App. 150 Circle All That Apply: q a zs t_mov" % -6 scl,-Leot Iti,cp_ Is job ready for inspection?: YES❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ✓V NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y DN Additional Information:Please Schedule Inspection PAYMENT DUE WITH APPLICATION al 1 Z I25 -i>cxL61 . rCc -.4;: 1 1081 -7 3 to -w- S (o g 7 Gk--a- s-io 45 2025 L FFGt BUILDING DEPARTMENT- �ILL ica!14nspector 112 �Gy� TOWN OF SOUTHOLD artment y Town Hall Annex- 54375 Main RoaRU� q d ,,. "I Southold, New York 11971-0959 ®4 p� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(a-southoldtownny gov— seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: August 26, 2025 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email: dblepole@aol.com Elec. Phone No: (631) 361-6440 ✓❑I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Gary Long Address: 620=har Road Southold NY 11971 Cross Street: Duck Pond Lane Phone No.: (631) 297-4465 BIdg.Permit#: 51697 email: garymlongartist@gmail.com Tax Map District: 1000 Section: 83 Block: 4 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please,Print Clearly): Sunroom wiring Square Footage: I App. 150 Circle All That Apply: 9 31Zq_M aV✓n Ms p Is job ready for inspection?: YES❑ NO [:]Rough In W Final Do you need a Temp Certificate?: ❑ YES 7 NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 F12 H Frame M Pole Work done on Service? Y N Additional Information: Please Schedule Inspection PAYMENT DUE WITH APPLICATION q 1 Z�25 �a�dc U0 recce I I d81 � $tv S� lo g7 Gk--Sp 5-1045 PERMIT# Address: Switches Outlets G F I's Surface Sconces f 2 HH s J L� UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbdn - G.rb.Dis Water Bond J M i_cro Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood . Blower Service Amps Have Used Sub Amps Have Used Comments Sumk � «q Albert J. Krupski, Jr. ,��° STOR1\11WA\T]E]E, SUPERVISOR o z AMIA\NA\GIEN[lEN'7C SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town "of Southold -CRAFTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III (I APPLICANT: (Property Owner, Design Professional, Agent. ontractor Other) lj NAME: 2,;c-!�: 2 0 s 1- Date: IPrintl-. �' lag a5 (Signature) { I Contact-Information: (E-Mail 3 Telephone Numberi i Property Address / Location of Construction Site: II' ` 6 i c, L(J S.C.T.M. #: 1000 District { j Section Block Lot !l ! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ❑ - Area or Disturbance is less than I Acre. No S.P.D.E.S. ID e:rn it is Fey�,ras I: i ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! I!I ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly I I to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit �! DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. �(! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Tokvn's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN �1 a S.P.D.E.S. Permit through the Southold Town Engineering Department jl Prior to Issuance of a Building Permit. f f�! ! ��� Date: 'Reviewed By I+� FORM # SMCP-TOS December 2024 � e c el vecl I lq� o � -LOT-AREA =48,850 SQ. FT. g$-135 99-169 99-132 i o IHAR LANE 07.7) Ln 9sk NS1°00'00"'E. 8 3.98" s$k .00..E r 245.00'. 25.00- N,ST°00'00"E. 82:53 stk0- 0 Q 6 00=. O 0 (0 ,�ys' tMOt �v O Z a- ° c tn O to r !Z �4A a N Y O 56.4' z�a• e 0z GAR, 5 I 2-STY. COVERED PORCH „ — FR. DWELL. CCe 540 0 J ,. O 2 O 0 t0 z 3 well O z � 3 w O 0O N gN 0 0 bl O M d' z N Be got stk 4tk S.51°00'00"W. 173.50 5-27-1999 STAKED PROPERTY CORNERS LOT NO. 17 I TOWN OF SOU T H O L D 4-22-99 FINAL SURVEY 2-10-1999 LOCATE FOUNDATION CESSPOOL 8 SEPTIC TANK 8 WELL LOCATIONS RRS-;Z% REVISED ROUSE BY OTHERS .3-313-9B RE115ED HOUSE -1.=26-9 3. PRbP D W ELL J08 NO. 97- 269 FILE NO. WOODBINE MANOR SURVEYED FOR LOT NO. 14 MAP OF WOODBINE MANOR SITUATED AT C U TC H O G U'E TOWN OF SOUTHOLD -SUFFOLK COUNTY NY SCALE 1" = 50' DATE 7 — 23 — 1997 FILED MAP NO. 8239 DATE.12 — 15 — 1'986 GUARANTEED ONLY TO �. TAX MAP NO. 1000 -63 -4 - 14 (REF. ONLY) DISK 17E GARY M. 8 LINDA M.LONG RIDGEWOOD SAVINGS BANK HAROLD F. TRANCHON JR. P.C. COMMONWEALTH LAND TITLE INS.CO. .,LAND S U'R VEYO'R r. 1866 WADING RIVER-MANOR RD. WADING RIVER. NEW YOR'K, 1179`2 N.Y. LIC. NO. 048992 516-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. NO. 21`1,15-E -IT AR =48,850 SQ. 99-169 99-132 MEN M N� { 0 1HAR LANE 17 71 MI Ik N.51-00-00"E. 83.98" sail <,p 245,00' .00 00' E' �0 .00• > R*tk N,51000'00"E, 82.53 iik R W MI 0 0 p o { jzl TMDt oo c00 V tiw t` Y li' ��/V�•/`r ' U O 56.4' n4' p Z GAR, TR i 2-STY,. COVERED PORCH _ FR. OJ DWELL. 04 ti _ l 25' GD Y, p O i z +� r 0 , I 0 O z O well z � r 3 W OJ OO N Q N 0 O M V z In BR1 A :at R S.51°00'00"W 173 50' Elk 5-27-1999 STAKED PROPERTY CORNERS LOT NO 17 I TOWN OF SOUTHOLD 4-22-99 FINAL SURVEY 2-10-1999 LOCATE FOUNDATION CESSPOOL a SEPTIC TANK 8 WELL LOCATIONS l2•r5-9` 1ZF11l:'i-13 Y. E RCt1'1=;,; }����E The existence otarig0 1�oRf ways and or easements I-z(._9t3 PRoP CwE of record, if any, not shown are not guaranteed. •:e uFFS;TS IMR IMtNb'Ur45I Gl.nnn7•-., •- "• •- JOB NO. 97- 269 FILE NO. WOODBINE MANOR 1 MOWN HEREON FROM THE SHALL RLM O"kV ro 1El PERSON _- rRUCTURES TO THE PROPERTY POR WWW 1K SURVEY 1S PRE. SURVEYED FOR YES ARE FOR A RPECIFIC FUR. PARED, AND ON HIS BEHALF TO ^.)x SE AND U AND THEREFORE TF6 TTRE GOUPANY, WAR MEN LC T NO. 14 -RE NOT BA?vFo 10 JUl" THE TAL :^"`IC-+ ••C te't`.-r- INSTI• I♦i .r RWTION OF FENCES, RETAINING TU110N LISTED HEREON. AND, 10 :`/1,•;T'' O +vOODDI NE: A A NOR NALLS, POOLS. TARN. PLAMING THE A5610NUS OF THE LENDING ,BRAS. A064TION TO BUILDINGS INSTITUTION. GUARANTEES ARE TRANYOTMCONSTRUCIM- NOT TAFMARLE TO ADDITIONAL INSTIM.TUTIONS OR QHISEOUENI SITUATED AT CU TCHOGUE UNAYRHORIZR9 ALTERATION OR GYMRS. •IGCATTVN of BecT+Tm o nLmvfybs of OF THIS SLWAY "F NOT TOWN OF SO U T HOLD-SUF FOL K COUNTY NY HE NOV YOM STAIE RDOCATION ��N�� A IMISGSM SUM Aw, SCALE 1" = 50' DATE 7 - 23 - 199 7 RIVLLL NOT_BE CONY."m TO V FILED MAP NO. 8239 DATE 12 -15 - 1986 GUARANTEED ONLY TO 00"-_j¢'OF NEW r0 TAX MAP NO. 1000-83 -4- 14 (REF.ONLY)DISK 1 � GARY M.8 LINDA M.LONG Cb '(RA 'P•f RIDGEWOOD SAVINGS BANK ti CAv HAROLD F. TRANCHON JR. P.C. COMMONWEALTH LAND TrrLE INS. O�V % �¢ LAND SURVEYOR / !!, Al 1866 WADING RIVER-MANOR RD. WADING RIVER / �,• +III F " �' <� G• 04999� �,;0 NEW YO RK•, 11792 _J HAROLD TRANCHON JR. 21992 516-929.4695 F. APPROVED AS NOTED COMPLY WITH ALL CODES of DATE:a ag a5 SI(o `7 NEW YORK STATE&TOWN CODES B. # AS REQUI ED AND CONDITIONS OF FE Iqqq • O BY swmuT01( zm NOTIFY BUILDING DEPARTMENT AT $ TM 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: A N.Y, DIC FOUNDATION-TWO REQUIRED WWHK FOR POURED CONCRETE sm ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code GENERAL NOTES SITE NOTES Concrete J.RCHITECTURAL 1.No Work shall start until approved Construction Documents are obtained from the Building Department. 1.The Contractor shall visit the site to verify existing conditions.The Contractor shall inspect the site and make CEPTIOIVS PLLC 9.Per R402.2,all concrete to be air-entrained with minimum compressive strength of 3000 psi at 28 days. All East Main Street all appropriate inquires to determine conditions and field construction criteria prior to submission of bids, Smithtown,NY 11787 2.Prior to any Work being performed,the Contractor shall be responsible to read over all notes,drawings,and and shall make no additional claims regarding site conditions thereafter.The Contractor's and Owner's concrete to be air-entrained with minimum compressive:strength of 3500 psi at 28 days for porches,steps P. (631) 780-6124 specifications(if applicable).If the Contractor sees any discrepancies,he shall notify the Architect for agreement to enter into the work shall suffice as their acceptance to the terms specified herein,and shall be exposed to the weather,garage floor slabs and carport slabs. Minimum footing width per R403.1. info@Kahnceptions.com Kahnceptions.com clarifications. incorporated into any and all agreements between the Owner and the Contractor. www. 10.Concrete shall be placed in a continuous pour,unless otherwise approved by an Engineer in writing.In no 3.The Contractor shall file all necessary permits„and appropriate applications prior to the start of any Work, 2.Any existing concealed conditions are based upon information taken from limited field investigations.The case shall adjacent concrete be placed more than 30 minutes apart to prevent a cold joint.If there is an NEW'BILCO'AREAWAY _ unplanned delay,vibrate the fresh concrete and contact the Engineer promptly for instructions on how to and obtain the Certificate of Occupancy at the:completion of the project for the Owner.The Contractor shall Contractor shall make required adjustments to system components as required by actual field conditions at no MUST MEET MINIMUM CODE REQUIREMENTS "E pay for permits,certificate of occupancy,and any necessary field tests as required to meet design criteria of all additional cost to Owner or Architect.Report any discrepancies between the drawings and actual field proceed. MIN 36"WIDTH,MIN 36"DEPTH, materials,unless otherwise agreed upon by th(e Owner. conditions to the Architect before construction begins. MIN 9SF FLOOR AREA 11.All mixing,transportation,placing,and curing of concrete shall comply with ACI-318,current edition.Do BUILT-IN PERMANENT LADDER CODE CODE 4.All Work completed shall be in accordance whth the following codes. 3.The Owner shall be responsible for any irregularities discovered during the construction phase of the project, not place concrete less than two days prior to a freeze unless protective measures are taken.Concrete shall be MIN 12"WIDE LADDERS RUNGS MAX 18"O.C.VERT placed when temperatures are at a minimum of forty degrees Fahrenheit(40°F)and rising,unless protective 'SIMPSON'HOLDDOWN SHALL PROJECT MIN 3"FROM THE WALL, 2020 Residential Code of New York State which may require additional measures to be taken on the part of the Contractor,sub-Contractors,or the GRAVEL BASE FOR DRAINAGE TYP OF 3 measures are taken ass specified b the concrete supplier. HORIZONTAL HTT ( ) 2018 Wood Frame Construction Manual((WFCM 2018) Architect.Any and all costs related to the additional work shall be the sole responsibility of the Owner,unless 1 y pp SEE MANUFACTURE DETAIL NFPA Standard 70,The National Electrical Code otherwise agreed upon. FOR INSTALLATION(TYP) 12.In no case will the placement of concrete having a temperature in excess of ninety degrees Fahrenheit(90°F) 5.In addition to the above codes,all work shall be code compliant to the latest editions of the NYS uniform fire 4.All items that obstruct the new construction such as utilities,existing structures,etc.shall be removed and/or be permitted. - -.- - - - CW 14 - - - prevention,all applicable building codes,the zoning codes of the local Town and all other federal,state and local replaced with approval from the Owner. regulations j I� y p agency 13.In areas subject to freezing conditions,concrete shall.be designed accordingly using air entrainment or other IEGRESS n agency havingjurisdiction over this project.If there are an discrepancies between a en �4__ 8"CONC.FND WALL W/#5 requirements,the Contractor shall follow the strictest requirements. 5.The Contractor shall verify the location of all existing utilities,piping and related items prior to the appropriate methods 4 STL LINTELT4 req q fy g p p g P I •_ � I I L 7 1/2"x3 1/2"x5,116" REBAR @TOP AND BOTTOM commencement of work. All costs incurred shall be the responsibility of the Contractor,unless otherwise 6.All work shall comply with the standards of the National Board of Fire Underwriters(NBFU),the American Gas agreed upon by the Owner. 14.Maximum aggregate size shall be 1 s/�^in or 1/3 the diepth of the concrete slab,whichever is less. i i 2x10 l�s @ 16^O.C. SX 16 CONC.FOOTING Association(AGA),American Society of Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and 15.Maximum water added to concrete at the jobsite,without written permission from the concrete supplier,is � •` � NEW � � � w/2X4 KEYWAY Health Administration(OSHA),applicable state&building codes and the requirements of all public utility 6.The Contractor shall be responsible for the protection of all existing buildings and other installations that are o 0 BA I NT companies serving the project site. to remain intact while performing the specified work.Provide and maintain fire extinguishers on project site 1'/2 gallons per cubic yard of concrete.Concrete tickets showing time of mix,time of delivery,yards delivered and total water added shall be collected from each driver and retained by contractor. I � (UNFINISHED) during construction. �CDATE REV DFscxmlox 7.The Contractor and a11Sub-Contractors shall be licensed by the state in which the project is located and h I I 4^CONC SLAB. o W.W.MES � g 4^WELL-GRRADEADE D GRAVEL approved in advance by the Owner. 7.The stakeout of the project footprint to establish all lines and benchmarks is to be performed by a licensed Footings Z C) 95%COMPACTED FILL surveyor.All information given on the drawings shall be verified.If there are any discrepancies,notify the U 1 '- " 8^ 8.The Contractor and all Sub-Contractors shall carry workers compensation and general liability insurance that Architect prior to proceeding for clarification. 16.All footings shall bear on virgin soil having a minimuum bearing capacity of(2)ton per square foot. I 4 HTT4 con l lies with state,local(:odes and ordinances. #5 DOWEL p I � . � -- - - @ 12"O.C_VERT J ,: 8.New and existing back fill material and topsoil are to be free of weeds,tree roots,rocks and debris.All surplus 17.Footings to extend a minimum Y-0"below grade,unlless otherwise noted. 9.All work is to be coordinated with the Owner.The Contractor is to meet with the Owner prior to starting material that is unsuitable for back fill material shall be removed from the site.Proper approvals must be _ construction.The Contractor will present the building permit and insurance certificates to the Owner prior to obtained before covering any excavated work. 18.Footings and foundations to be poured concrete of sine noted on Plans. O starting construction.Owner's regulations govern all aspects of outside Contractors working on the property. U I I NEW ACCESS, ( I O [.., LOCATION PER OWNER 9.All trees that are within eight(8)feet of the building shall be protected(see detail sheets for more I 0 M 10.All materials to be furnished and incorporated into the Work shall be new,unused and of quality standard to information). w EXISTING the industry of similar nature and character,unless otherwise noted.All materials shall be installed using the FRAMING/CARPENTRY NOTES Manufacturer's recommendations and best standards of construction. 10.A licensed land surveyor shall perform a final grade survey prior to occupancy in order to assure positive I I I I L- - - - - - - - - - - - .- - - - � drainage away from the foundation(Minimum 5%).Drainage elevations and direction should be noted on the 1 .All carpentry wood Work shall be done in compliancee with the Wood Frame Construction Manual 2015. L - - - - - - - - - - - - - - - - -11.All materials,assemblies,and methods of construction are to be supervised by the Contractor to be sure they document. I I ^ 2.All lumber shall be Doug-Fir#2(Fb-875 psi)g stamped ed minimum. I I �� 0 are in accordance with the drawings,specifications(if applicable),and all relevant codes.Any variations from the p drawings and specifications will not be permitted[,unless by written consent from the Architect. DEMOLITION NOTES 3.All lumber shall be 8^above grade minimum. w 12.If the Contractor requires additional details on^information not found on the drawings or specifications(if 1.Remove all existing constructions and finishes necessary for the completion of the Work as shown on the ^ U applicable),then the Contractor shall request this;information from the Architect in writing prior to the start of drawings.Necessary disconnects and alterations to existing mechanical and electrical systems. Patch as 4.Any lumber in contact with concrete or masonry,or tthe exterior environment shall be ACQ,pressure treated �T-1 construction. required all constructions to remain in accordance with the contract drawings.Where Contractor is designated lumber. �! to make removals,disposition of materials is the responsibility of the Contractor. Verify with the Owner,the Q 13.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over scaled dimensions.The disposition and removal of any components of salvageable value. 5.Sills to be pressure treated and securely flashed with itermite shield. The sill plate shall be 2xG,unless w Contractor shall notify the Architect of any discrepancies on drawings prior to starting the Work.If the otherwise noted. V) Contractor is unsure of a specific dimension,the(Contractor shall notify the Architect for clarification. 2.All removals and salvage shall become the property of the Contractor,unless noted or requested by the Owner. I FOUNDATION PLAN _ 0 O 6.All metal connectors shall be"Simpson Strong-tie". Nlo substitutions allowed.Metal connectors shall be at all AZ SCALE: 1/4" = 1'-0" O appropriate locations including,but not limited to: 14.The Contractor shall verify all dimensions in ffield,if there are any discrepancies on the drawings,the 3.Remove only non-load bearing construction and partitions.The Contractor to verify,prior to removal,that no .If f to wall,wall to wall,wall to foundation,deck girder to P Contractor shall notify the Architect prior to starling the work, structural components,i.e.bearing walls,beams,headers,etc.Supporting floor,roof or ceiling joists are deck joist and all other locations as required by code. f a connection is not specified,the Contractor shall notify designated for removal. the Architect prior to ordering. 15.On site verification of dimensions and condifflons to be made before ordering materials or starting work. 4.The Contractor shall contact the Architect prior to removal of any construction differing from the design 7.Framing around all openings,&all joists under paralllel partitions above shall be doubled. I G.Before proceeding with the Work,any omissions or discrepancies of the Construction Documents and/or job intent. The Contractor's non-contact of Architect prior to removal of any Work indicates his complete conditions shall be clarified by the Architect. understanding that no load bearing or structural work is being altered under this contract and assumes all 8.All beams,girders,etc.to have minimum bearing of 33.5". liability. 17.No deviations or changes to the structural system shall be made unless approved by the Architect. 9.No joist or stud shall be cut more than 1/3 it's depth fror any piping work,duct or electrical:work. 5.All structural systems shall be maintained and be adequate strength to support the new design loads and to z 18.The Contractor must fully guarantee all Workand the Work of his Sub-Contractors for a period of one(1) resist the deformation caused by such loads as applicable.For Minimum design load values,see table R301.5 WINDOWS&DOORS NOTES z z w o year after substantial completion of the project,unless otherwise noted. on General Note sheet Al Ln w Ex E-" 0 1 .All windows and doors shall be installed in accordance with manufacturers'specifications. z E- a m a ¢ C 0 ¢ 19.The Contractor shall indemnify and hold harimless the Owner,Architect,their agents and employees from and 6.All electrical conduits,wires,and equipment adjacent to or contained within existing partitions shall be 12'-0" z o against all claims,damages,loses and expenses. removed back to the next panel board and shutdown. No circuits,wires or equipment shall remain open or 2.The Contractor shall seal and/or prime all doors immtediately upon installation. -3" 5'-6" 3'-3^ NEW WINDOWS AS 04 Z y, .a A live during construction. MANUFACTURED BY'SEAWAY'(TYP) ¢ d Gr~ 20.The Architect is responsible for design intent ionly,unless retained by the Owner for supervision of work. 3.All glazing and skylights shall be in accordance with tthe NYS Residential Building Code for impact resistance. 3 w z 'n H w oG cn a E� TRANSOM WINDOWS UNDER TYP z 6 d FOUNDATION/CONCRETE NOTES ( ) A w O - q 4.All glazing in hazardous locations according to section R308.4,shall be insulated tempered glass. x w E" E. Z w CONTRACTOR RESPONSIBILITIES _ _ _ _ _ _ _ _ _ ALUM.FRAME STRUCTURE AS E- H z 0 �x General 6059 T ;C MANUFACTURED BY'SEAWAY'(TYP) C) W a H Z Z 1.The contractor shall be responsible for all construction means and methods.The contractor,in the proper 5.All windows and doors shall be caulked and sealed. p z a aQ A sequence,shall provide proper shoring and biracing as necessary during construction to achieve the final 1.The contractor shall provide foundation plans to the geotechnical engineer for review to ensure compliance N ¢ a W 6.All glass installed shall to be free of scratches&imperrfections. z E- E- completed structure. with the geotechnical report.The Contractor shall be familiar with the geotechnical report,if a conflict occurs M SUNROOM N O F_vi w d between the notes and the geotechnical engineer's recommendations,then the most stringent shall apply. I m I (UNfiF.ATFD) n� ¢ Q w z N Z ELECTRICAL NOTES oo �' I cfll 2.The Contractor shall be responsible for the sclheduling of all activities,&keeping the project on time. _, CATEGORY II SUNROOM w x 2.The Contractor shall verify all dimensions,drops,slopes,and shall report discrepancies to the Architect prior to I I " z x ca 3.The Contractor shall coordinate construction activities with the Owner to minimize interruptions to normal the start of construction. 1 .All electrical work shall be in accordance with the Nattional Electrical Code,NYS Fire Underwriters Code, I I I -- Residential Code of New York State,all state and local(codes,and utility company codes and regulations. N MAX 7 3/4^ `� o Owner operations. N - r STEP DN inN 3.During construction,the Contractor may encounter existing conditions that were unknown during design and ( 4.The Contractors shall make time[ submissions to the Owner of all inquiries to allow reasonable and adequate vary from the plans.The contractor shall notify the Architect in writing prior to proceeding with the Work of 2.Furnish Fire Underwriters Certificate upon completion of work. I 2^X3"EXTRUT)ED ALUM.RRs Y q � rY p fY 8 P p g time for review and for approval of submissions without delaying the progress of any part of the project. all discoveries that interfere with proper execution of the Work and/or jeopardize the structural integrity of the CM 3^INSULATED FdAM CORE PANELS structure. 3.The Contractor must verify with his licensed electricitan if an upgrade of electrical service is required for this ` o11T 10 FOUNDATION PLAN 5.The Contractor shall be responsible for all site:safety requirements to protect workers and all other people on project,and notify the Owner. n O 1 r-4^ & FLOOR PLAN site during all construction phases at all timers. 4.Underground utility services that run parallel to the foundation shall not be located closer than 5 feet from the Cn m i foundation. 4.The Contractor shall verify with the owner,location arnd quantity of lighting fixtures,switches,outlets,etc. y 6.All materials shall be installed in accordance wwith manufacturer's latest specifications. 5.All switches are to be installed 36"above the finished.floor,unless otherwise noted. Fill NOTE, Cn I I I POST TO I ( EXTERIOR LIGHT FIXTURE PER CODE Project#: 2238 7.No materials of any kind shall be used for construction until it has been inspected and accepted by the y I I FOUNDATION 6.At least one wall-switch-controlled lighting outlet shiall be installed to provide illumination on the exterior l7 AS SELECTED BY OWNER Drawing Scale: AS NOTED Owner,unless otherwise agreed upon. All maateriais rejected shall be immediately removed from the site and 5.All existing fill shall be replaced in accordance with the geotechnical report.The geotechnical engineer shall 0 not offered for inspection again. approve any fill consisting of onsite soils. side of each outdoor egress door having grade level access. - - - - - - - - - - - - - - - - - Drawn By YA/AJK Date Primed: 1/17/2025 8.All Work shall be executed using best construction practices and all workers shall be skilled in their trade. 6.Any structural fill shall be in accordance with the geotechnical report.Field density tests are required for the ICE SHIELD&ROOF UNDERLAYMENT EXISTING HOUSE sub-grade below the fill and each lift including,but not limited to,flatwork areas such as driveways and patios. 2 es of ttwo units vertical in 12 units horizontal halt shin 1 .Asphalt shall be used only on roof slop !12 ; 9.Items shown on plans but not specifically statced in the specifications and/or vice versa shall be considered to (2.12)or greater. SHEET be included in the contract(if applicable) 7.Fill required adjacent to the footprint of the foundation or any flatwork shall be compacted to the same For roof slopes from two units vertical in 12 units horiizontal(2,12)up to four units vertical in 12 units specifications required within the footprint of the foundation and for a horizontal distance of 3 feet for every foot horizontal(4,12),double underlayment application is irequired in accordance with Section R905.1.1. Al10.The Contractor shall be responsible for Shop IDrawings when applicable.All conditions and dimensions are to that the finished floor concrete elevation is above existing grade. ]� be field verified by the Contractor. 2.An ice barrier that consists of a least two layers of undderlayment cemented together or of a self-adhering 8.Surface water shall be directed away from the foundation at a minimum slope of 5%within 10 feet of polymer modified bitumen sheet,shall be used in lieu(of normal underlayment and extend from the eave's edge 11.The Contractor shall be responsible for removal of all construction debris from project site and shall provide foundation.No ponding of surface water shall be allowed within 10 feet of the foundation during construction or to a point at least 24"inside the exterior wall line of thte building. Use corrosion-resistant fasteners in dumpsters etc.as required.The project site shall be kept reasonably orderly on a daily basis.At the completion after completion of the Work. accordance with manufacture's installation instructions. Fasteners are to be applied along the overlap not of the Work,the Contractor shall remove all uvaste materials,tools,rubbish,etc.,from the site and leave the farther apart than 36^o.c. .�E........•. floors broom clean.The final cleanup shall be:to the satisfaction of the Owner. +'�,✓?:c��R Ols"•' WIND-BORNE DEBRIS ZONES 2 FIRST FLOOR PLAN ``; r ;.� Al SCALE: 1/4" = 1'-0" - 1.All construction within(1)mile of water as defined by,authorities having jurisdiction shall comply to Wind- =!`n't. . ,A borne Debris Zone criteria,including 120 mph wind gust.Windows shall be protected using impact-resistant .4 glazing able to withstand Large Missile Impact Criteria. IIn lieu of this,openings can be protected,to a maximum �'�t,�, '•�;� of 4'x 8'with 5/8"CDX plywood panels cut,located,and stored on site with approved hardware available. © 2021 Architectural KAHNC EPTIONS PLLC TABLE CLIMATIC AND GEOGRAPHIC(DESIGN CRITERIA ARCHITECTURAL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN KAHNCEPTIONS PLLC FLOOD SNOW Speed° Topographic Special wind Wind-borne DESIGN Frost line ° DESIGN UNDERLAYMENT HAZARDS° FREEZING ANNUAL 143 East Main Street LOAD (mph) effects' reglom' debris zone" CATEGORY' Weathering depth' Termite TEMP" REQUIRED" INDEX TEMP Smithtown,NY 11787 20 140 NO NO i MILE FROM COAST B SEVERE 3FT MOD-HEAVY 15 YES SEE FEMA 599 51 P:(631) 780-6124 For SI: I pound per square foot=0.0479 kPa,I rile per hour=0.447 m/s. in f0@KQhnceptioriS.COm a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index, www.Kahnceptions com "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. Hanger not show b. The frost line depth may require deeper footinpgs than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. e for daTEt}f c. The jurisdiction shall fill in this part of the tablle to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the tablle with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance 70 with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall]be selected from the columns of 97'/2 percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local)climates or local weather experience as determined by the building official. ;; a'. a�,11,�. f. The jurisdiction shall fill in this part of the tablle with the seismic design category determined from Section R301.2.2.1. > I,' •.!•• •• }�Ya g. The jurisdiction shall fill in this part of the tabble with(a)the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the date(s)of the Flood Insurance Study and(c)the panel numbers and dates of the currently effective FIRMs and FBFMs or other flood hazard map adopted by the authority having •p i I; jurisdiction,as amended. h. In accordance with Sections R905.1.2,11905.4:.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall _ _ S 51100'00"W fill in this part of the table with"YES."Othenwise,the jurisdiction shall fill in this part of the table with"NO." 173.50' i. The jurisdiction shall fill in this part of the tabrle with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Horizontal HTT Installation Center data table"Air Freezing Index-USA Mlethod(Base 32'F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." k. In accordance with Section R301.2.1.5,where;there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction:shall indicate"NO"in this part of the table. 1. in accordance with Figure R301.2(4)A,wherce there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements.Otherwise,the jurisdiction shall[indicate"NO"in this part of the table. m. In accordance with Section R301.2.1.2.1,the furisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. I I DATE REVA DESCRITION I I EXISTING HOUSE TO REMAIN GAIBLE TRANSOM WINDOWS(FYP) 12 ROOFING AS SELECTED('fYP) —�4 ROOFING AS SELECTED MT) CONTINUOUS RIDGE VENT ALUM.FASCIA W/ CO FASCIAALUM BUILT-IN G UTTER(•IYP) BUILT-IN GUTTER(TYP) O WINDOW HEAD HGT WINDOW HEAD HGT O �E�I,,��yy++66 RR pp�� M ELEV.+6'-8"AFF ALU FRA11+lE STRUCTURE AS U ALUM FRAME STRUCTURE AS MANUFACTURED BY'SEAWAY' ,--I MANUFACTURED BY'SEAWAY ' NEW WINDOWS AS NEW WINDOWS AS MANUFACTURED BY'SEAWAY I I Cl� W z MANUFACTURED BY SEAWAY EXISTING HOUSE TRANSOM WINDOWS(rYP) TRANSOM WINDOWS('T)P) L=1L TO REMAIN C) C� uu 1 ST FLOOR� -0" FIN GRADE 6LEV000" FIN GRADE I �/ _ 12"CONC.FIND WALL MIN 36"BELOW GRADE en W Nor'B11CO'AREAWAY I II L _J MINIMUMI I I z MUST MeerE�cn�2I �—� NTS VAIN 3G"WIDTH,MIN 36"DEPTH, I I I 8 O MIN 9SF FLOOR AREA GRAVEL BASE FOR DRAINAGE rI —— 78'-Ti: - - - - - - - - - - - - - - - � ` - - - - - - - -- - - - - - - — — — — — EXiSTSUNROOM I PROPOSED UNHEATED 12.0' I SUNROOM 144 SF o 0 EXIST CELLAR ENTRANCE so EXIST 2 STY FRAME DWELLING ( q W A ZO N M Wv) W Wrr ` Wx H ZO W & E 0 1 FRONT ELEVATION (� 2 RIGHT ELEVATION GARAGE `� " a 94 Z 38.5' GARAGE W p a A2 SCALE: 1/4"= 1'4' A2 '- '- ' z1.4' S6.4' z o ¢ "` SCALE: 1/4' - 1 0' Q - - - - - - - - - - - - � Zy. aA � I I oozQu, w w U Z x W p � WZtnFW EXIST COVERED a CG Z ¢ Q W C] F C) x W -" E.. Z W x � o wF' Q FF NOT) SEE SHEET ATTACHED FROM'SEAWAY'MANUFAC['URER FOR I o W W E. Z A MORE INFORMATION ON TE Hl g DETAILS&CONNECTIONS � � I E- �J ¢ Z Z W SEE SHEET ATTACHED FROM'SEAWAY MANUFACTURER FOR o Q a 5 MORE INFORMATION ON TECHNICAL DETAILS&CONNECTIONS 21X3'EXTRUDED ALUM RRs > U U Z Ln Z ¢ vi Q W ZrnC7 CONTINUOUS RIDGE VENT 3"INSULATED FOAM CORE PANELS CONTINUOUS RIDGE VENT ROOFING AS SELECTED(TYP) ROOFING AS SELECTED(TYP) Ccx W x 12 I ( a � AH � ALUM FASCIA WI 41 ALUM.FASCIA W/ BUILT-IN GUTTER(T YP) I BUILT-IN GUTTER(TYP) WINDOW HEAD HGT I I _ WINDOW HEAD HGT _ N 51°00'00"E _ ELEV.+6'-8'AFT 2-11 7/8"LVL RiDGE I I ELEV.+6'8"AFF 82.53' L� ALUM FRAME STRUCTURE AS 01 N MAUFACTURED BY SEAWAY' I I SUNROOM ALUM FRAME STRUCTURE AS MA.NIUFAC1URED BY'SEAWAY NEW WINDOWS AS I I(UNCONDITIONED) x 80 ( O EXI9MG HOUSE MANTTACTURED BY SEAWAY' ��� U TO REMAIN TRANSOM WiNDOWS MT) � � Q FLOOR CONST 77 U PLYOd00P�UB FL, _ N 51°00'00"E _ 2X101)C 12,O.CI I 83.98' L-------------J1 L------------i dISTEL 2]1 _ — IST FLOOR 245.0' Project 2430 FIN GRADE ELEV.+0'-0" ELEV+0'0' IHAR LANE Drawing Scale: AS NOTED FIN GRADE Drawn By. YA/AJK Date Printed: 111712025 I NEW s SITE PLAN BASES NT SCALE: 1"=20'-0" FOUNDATION CONSf A2 INFORMATION FOR SITE PLAN TAKEN FROM SURVEY SHEET.• 2x6 P.T.SILL PLATE,COPPER COATED TERMITE SHIELD I I 'NOTE'SEE SURVEY FOR ACCESSORY STRUCTURE LOCATIONS& &SILL SEAL,518"DIA ANCHOR SLAB CONST BOLTS C 36"O.C.,8"CONC.END WALL W/ T=711B W/66-1010 W.W.MESH ADDITIONAL SITE INFORMATION HORZ#5 REBAR Oa 12"FROM TOP&BO'1TOM, 6 MIL VAPOR BARRIER AID-HEIGHT PER TABLE R404.1.2(1) 4"WELL-GRADED GRAVEL 1 1///��2 — — — — — — — — — — — — — I 8X16 CONC.FOOTING W/2x4 KEYWAY(2)#5 REBAR 95%COMPACTED FILL 3 LEFT ELEVATION 4 SUNROOM SECTIONy I. h A2 SCALE: 1/4"= 1'-0" A2 SCALE: 1/4"= 1'4' -�.��,03� ' ©2024 Architectural KAHNCEPTIONS, PLLCIf A Seaway Mfg. Corp: Sulnroom Engineering Code Compliance Packet GRANDVIEW/BETTERVIEW PATIO ROOM STRUCTURAL STABILITY FROM RACKING GRANDVIEW/ BETTERVIEW PATIO ROOMS: GABLE STYLE _SECTION A/AA: FOUNDATION CONNECTION i SECTION 131: GV SILL STARTER, How to Use the Engineering Code Packet: Proj. Proj. Proj. I Proj. Proj. Proj. Proj. Proj. I Proj. Proj. Proj. DETAIL F Wind Speed 10 FT 11 FT 12 FT 13 FT 14 FT 15 FT 16 FT 17 FT 18 FT 19 FT 20 FT SECTION H 3/s"TYP. USE FOR ROOM ONLYEDS 00MPH FASTENER LOCATION ON GABLE ROOMS ONLY This packet is designed to provide basic construction details&design criteria for both the gable&studio style roofs for Seaway's Grandview&Betterview sunroom systems. Final " SECTION H 1/8"X 1"X 3-5/8" .i� 90 MPH 9-0 9-0 9-0 9-5 9-10 10-3 10-9 11 -2 11 -7 12-0 12-5 STEEL"WASHER PLATE" sunroom design&construction will be based on the lilmiting constraints from each of the five tables(Racking Table,Post Spacing, Wind Speed Matrix, General Notes, &Load 100 MPH 11'-1" 11'-1" 11'-1" 11'-7" 12'-2" 12'-8" 13'-3" 13'-9" 14'-3" 14'-10" 15'-4" EXTERIOR 1 Span Tables)that meet the environmental design loads. Sunroom design is relatively easy,but is an iterative process. DETAIL-SECTION E - FOR WOOD DECK CONSTRUCTION 9 3/8"TYP 3/8"TYP 1. Start b obtaining the environmental design loads through the permit process for our area from our local building author( winds speed& round snow load).Winds eeds in 110 MPH 13'-5" 13'-5" 1 T-5" 14'-0" 14'-8" 15'-4" 16'-011 16'-8" 17'-3" 17'-11" 18'-711 ONLY,USE 1/2"-3/4"PLYWOOD OR Y g im g P P Y Y g �'( P g ) P OSB OVER 15-30 LBS FELT PAPER ' n n 1 n 6-1 u 6-1 n 1 n t v r n 1 n r n t n 1 n 1 n —� �— this packet are tabulated Vasd.For municipalities that use Vult,you must use the Windspeed Conversions (below)to determine the Vasd windspeed with similar pressures. 120 MPH 15-11 15-11 15-11 16-8 17-6 18-3 19-0 19-9 20-7 21 -4 22-1 1 1 2. Review the Racking Table based on your wind speed and proposed room projection. The tabulated value is the minimum width required to structurally resist the lateral wind " " " " " • " 2" I T ` I a 130 MPH 18-8 18-8 18-8 19'-7" 20-6 21 -5 22-4 23-3 24-1 25-0 25-11 DETAIL Ifll (TYP.CONCRETE loads. Determine if the proposed sunroom width is greater than the "Min Bldg Width" listed in the table. If not, either increase sunroom width and/or decrease sunroom CAPACITY OF EXISTING FOUNDATION �I + SECTION C1-C4 DETAIL 1/II SECTION E SECTION Cl C4 I�' —� I projection. Minimum Bull In VV 1 L i�l TO RESIST LOADS FROM PATIO ROOM 3. Review the Wind Speed M atrix to determine if the tabulated wind speed based on the proposed sunroom size is greater than or equal to the design wind speed. If the tabulated NOTE: I WERE NOT CONSIDERED IN THIS winds speed is less than the design wind speed,then the proposed sunroom size must be reduced,and Ste #2 must be repeated for the smaller sunroom size. Tables are dynamic, Testing is based on shear diaphragm testing of a wall assembly for wind load only(See FET test report T227-99 ��� �/� 1 UP TO OVERHANG ANALYSIS I 1 P g P P P PY ' for materials and setup requirements). Wall height of 7. D TAIL 1/11 based on sunroom width&projection,and are separated by roof type,post spacing, and header&mullion configuration. In general,locations in wind zones>90mph require *Assumes summation of windward&leeward pressures,MWFRS,Exposure C. r MUST HAVE FULL EMBEDDMENT OF ALL LAGS INTO JOISTS OR BAND BOARD, • Gable/Raceway Post headers&mullions. *To account for use of transoms,use the following transom factors:For 12"transom(wall height upto 100.E"), i 8t• SECTION C1-C EXI STING AND MUST HAVE FULL EMBEDDMENT OF ALL TAPCONS INTO CONCRETE *TO BE USED UNDER GABLE&CORNER 4. Review the Post Spacing Table to determine if prolposed header and mullion configuration can resist the design ground snow load. Allowable loads for post spacings are based multiply Min Bldg Width by 1.185,and for transoms greater than 12"and upto 18"(wall height upto 106.6"), j POST ON GRANDVIEW ONLY on roof a two standard post spacings 72.25" &i 96.375" and header&mullion configuration. Load carrying capability can be increased b decreasing the post spacing SECTION D/DD WALL *TYP.FASTENERS: 0-130 MP INTO CONCRETE AP LAGS INTO WOOD type, P ( )� g rTY g P tY Y g P P g multiply Min Bldg Width by 1.25. The product will be the new Min Bldg Width. pR� ,�D� S CTION SECTIO D/DD 'INTO CONCRETE:90-130 MPH USE 1/4"0 X 2"TAPCONS-24"O.C. and/or using a"heavier"header&mullion configuration. If post spacing and/or header&mullion configuration changes,repeat steps#2 through#4. In general,locations with *Linear interpolation is allowable for Min Bldg Width at other projections&for the transom factor for other 2/TI SECTION C1-CS INTO WOOD:90-130 MPH USE 1/4"0 X 4"LAGS-24"O.C. a ground snow load>65psf require Gable/Raceway]Post headers&mullions. transom heights. 5. Review the Load Span Tables to determine if the roof panel,based on roof style,panel length,and panel thickness,can resist both the design wind&snow loads. The loads SECTION B2:STEEL PLATES&LAGS DETAIL Cl:GV VERTICAL MULLION I SECTION C2: GABLE POST MULLION Wind Speed Matrix STUDIO TION tabulated account for max bending stress,max shear stress, & deflection loads. Use deflection limit of L/120 for snow load. Load carrying capability can be increased by P GABLE Maximum wind speeds for GVBVsuutlio style room DETAIL B3 DETAIL B3 SECTIONG UNDER GV GABLE POST increasing panel thickness and/or decreasing panel hength. If proposed sunroom size is reduced due to a load-span requirement of the panel,repeat steps#2 through#5. using simple mullion construction(72.25"spacing) SECTION A/AAIII[ SINGLE H-MULLION;90 MPH ONLY 3 1/4"X 3 1/2"2PC. 6. Review the General Notes for further instructions or fastener schedules on critical connections to determine what additional fasteners are required for different loading Maximum wind speeds for GV/BV gable style room using simple mullion construction(72.25"spacing) o"Transom 12"Transo 18"Transo 7/8"TYP• I I III J iproj/Width- 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' iPro7width All Widths* All Widlths* All Widths* `'*' �. '•r A(TYP) GABLE POST conditions. � '`I j • VINYL WINDOW FRAME 3 1/4" 0"Transom 1001100 100/100 1001100 100/100 100/100 100/100 100/90 100/90 90MA 90/NA NA 12' 100/100 90/N,A NA FOUNDATION DEPTH,; . NOM.4"CONCRETE PANEL 7. Review the Foundation Fnstener Schedule for qty of lag screws or Tapcons required under each vertical post. Also,this schedule serves as a basic visual representation of 12"Transom 90/NA 90/NA 90/NA 90/NA 90/NA 90/NA 90/NA 90/NA NA NA NA 13' 100/100 90/NA NA (SEE GENERAL NOTES);:I: -_ CONCRETE SLAB OR WOOD DECK __�_ _ _ _ what sunroom sizes are available based on wind spesed&roof style. 18"Transom NA NA NA NA NA NA NA NA NA NA NA 14' 100/100 90/N,A NA 4. FRONT ELEVATION FOUNDATION DONE BY OTHERS m Q .... .•. "All projections upto 20',assumes no header splices. Refer to Detail 11 and CI for any further size restrictions when applicable. 15' 100/100 NA NA (SEE GENERAL NOTES) Z d .Spacing 10 A h g Studio Style Gable Style Maximum wind speeds forGVBVgablestyleroomusingGV-Raceway/GV-GableBV-Gable post mullions&headers(72.25"spacing) *All widths also 24%assumes no header spims. Refer to Detail 11 and Ct DETAIL 63: HORIZ.&VERT. POST CONNECTION' w A - _ A W A— ••. As with all adhesives,surface preparation is imperative to achieving optimal for my further six restrictions when applicable DETAIL I: POST HEADER CONNECTION' (0 F- • • + Ground Snow Load Equivelants 6's an 6'span 8's an 8's an 6's an 6'span 8'span 8's an Pro/Width- performance.It is recommended that all surfaces that the adhesive will come 1 j 14' 15' 16' 1 . 18' 19' 20' 21' 22' 23' 24' Maximum wind speeds for GV/BV stardio style room O —_ _ __ � + . A "" •.•. Mullions/Headers- 2-pc roof 2-pc roof' 2-pc roof 2-pc roof 2-pc roof 2-pc roof 2-pc roof 2-pc roof into contact with(ie window frames&alum channels)be wiped down with a 0"Transom 101120 140/110 130/110 1301110 120/110 120/100 120/100 1201100 11O/100 1,0/90 110/90 using GV-Raceway/GV-Gable/BV-Gable post POST BRACKET ly - + + + Betterview post w/mullions (6063-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf cleaner(such as Simple Green)to ensure these mating surfaces are free from 12"Transom 130/100 1201100 120/100 120/90 110/90 110190 110/90 1101NA 100/NA 1001NA 100/NA mullions&headers(72.25"spacing) (BV ONLY) LL — - I V---- - • • • A dirt,debris,and/or oily films. Likewise,follow all application instructions 18"Transom 110/90 110/90 100/90 100190 100/NA 100/NA 90/NA 90/NA 90MA 901NA 90/NA • Betterview,post(6005-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf 0"Transom 12"Transom 18"Transo SLIPS INTO POST •.`.',•,', K M •.`.` I and cure times specific to the adhesive. *All projections upto 20' iPro'/width All Widths All Widlths All Widths M Internal Jamb Support w/mullions (6053-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf NOM..080 WALLS In spee Conversions: ,r 170/150 ,5011:30 140/720 SECTION 81 �7� B BV H-mullions(Panel Kneewall)(6063-T5) 32psf N/A N/A N/A 51 psf* N/A NIA N/A Maximum wind speeds for GV gable style room only using 2pc Clamp Raceway mullions&Raceway/Gable post headers(72.25"spacing) LOCATION OF LAG SCREWS, l/ Wind pressure calculations from ASCE 7-OS assume Occupancy Category 2, 13' 170/150 130/1:20 120/110 3/4°TYP. BV H-mullions(Glass Kneewall)(6063-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf C&C,&Exp C.Wind pressure calculations from ASCE 7-10&7-16 assume iPro/Widths POST 1/2"O SILICONE BEAD;TY j 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 14' 150/130 110/1(00 100190 SILL STARTER For a Gable Room: MUST HAVE FULL EMBEDDMENT OF ALL FASTENERS * *BETTERVIEW USES 3 1/4"X 3 1/4"POST Risk Category 2,C&C,&Exp C.Where applicable,an internal pressure 0"Transom 120 120 120 t2o 120 120 120 120 110 110 to 15' 130/120 too/9(0 90/NA 20'X 18'MAX.ROOM SIZE FLANKED W/NON-THERMALLY BROKEN GV H-Mullion/Chaseway Mullion(6005-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf coefficient of f0.18 was assumed. For municipal/state aUstate codes based on the *90mph use(2)-#8X5/8" « *FASTENER A,USE#8X1-1An AT TOP, H-MULLIONS. p 12"Transom 110 ,10 ,to t10 110 1,0 t10 110 100 100 t00 16' 1101100 90/NA1 NA REFER TO FASTENER SCHEDULE FOR NO. 2pc Clamp Chaseway(sD63T6) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf 2009 IRCABC&2012 iRC,these codes use the same basic windspeed and 18"Transom 100 100 100 100 100 100 100 90 90 90 90 TEK(each side)at house OF REQUIRED FASTENERS FOR WIND SPEED MIDDLE&BOTTOM OF FRAME. *USE CONNECTION OPTION A FOR INTERNAL Grandview post w/mullions (6005-T5) 67psf 67psf 36psf 36psf 98psf 98psf 53psf 53psf maps as ASCE 7-05.For municipal/state codes based on the 2012 IBC& • Maximum winds eeds for GV studim s e room one wall u-channel,corner P P P P P Speeds>90mph require notching of 2pc Clamp Raceway&fasteners. See Section C5. P t1'1 y 0 AND ROOM SIZE PRE-DRILL HOLES. CONNECTIONS OR B FOR EXTERNAL 2015 IRC/IBC,these codes use the same basic windspeed(Vult)and maps as *All projections upto,20' using 2pc Clamp Raceway mullions&Raceway/Gable Refer to 0 post,& able ost « *SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS. Upto 12" Upto 18"' Upto 12" Upto 18" Upto 12" Upto 18" Upto 12" Upto 18" ASCE 7-10.Though the basic windspeed increased with the adoption of �j P 0 p g p ONLY(6)LAGS CAN BE INSERTED WITHIN Transom Transonn Transom Transom Transom Transom Transom Transom post headers (72.25"spacing) Foundation *TEK Screw must ASCE 7-10,the resulting wind pressure loads on the woos&roof of the FASTENER A THE CROSS-SECTION OF THE POST *USE NOVAFLEX 100 SILICONE "(A)PRE DRILL,USE#8X1-1/4" Maximum wind speeds for GV/BV gable style room using GV-Raceway/GV-Gab1eBV-Gable post mullions&headers(96.375"spacing) *Assumes a single span 16'projection,12"overhang,&no transom on studio style room,and a 20'width,12"overhang,&no transom on gable style room. sunroom are equivalent assuming,within acceptable engineering tolerance,to O"Transom 12"Transo 18"TransomFastener Schedule penetrate horiz.post USE 1/4"STEEL WASHERS UPTO 100MPH *ALL VINYL WINDOWS TO BE SILICONED SIMILARLY W/LOW-PROFILE(PANCAKE)HEAD @ 24"OC what was calculated using the ASCE 7-05 standard. For municipallstate (Proj/Width-� 14' 15, 16' 17' 18, 19, 20' 21' 22' 23' 24' iPro7width All Widths All Widlths All Widths for of la Mullions/Headers(2pc header plus)-• Post Post Post Post Post Post Post Post codes based on the 2018 IRCABC, these codes use the same Vult 0"Transom 120/100 120/100 112/100 110I90 110/90 110190 100/90 10ONA 100/NA 100/NA 90/NA 12, 120 1101 100 screws g 7/8"(TYP) *PRE-DRILL LAG HOLES USING 11/64"0 BIT *REFER TO REPORT-SEAWAY001:SILICONE BOND *(B)USE#8X5/8"-24"O.C. Betterview Gable post w/mullions (6005-T5) +100psf +t00psif +loopsf +1oopsf +t00psf +100psf +100psf +100psf windspeeds, maps, and Risk Categories as ASCE 7-16. To convert the 12"Transom 110/90 110/NA 160/NA 100/NA 100/NA 100MA 90/NA 90/NA 90/NA 901NA 90/NA 13' 120 110i lo0 Betterview Gable post(6005-T5) +100psf +t00ps1f +100psf +100psf +100psf +100psf +100psf +tODpsf windspeeds used in the 2012 IBC,2015 IRCABC,&2018 IRCABC to those 18"Transom 90/NA 90/NA 90/NA 90MA 90/NA NA NA NA NA NA NA 14' 120 1101 100 used in this sunroom engineering packet,use the following conversion table •Ail projections upto 20' ,5' 12D 1001 90 *GV Gable Post @ 90mph:use(3}#8x5/8"at sill,each side(Fastener A) • A SECTION C3: BV VERTICAL MULLION I SECTION C4:GV RACEWAY MULLION I SECTION C5:GV CLAMP RACEWAY V Gable/Raceway post w/mullions (6008 T5) +100psf +l oopstF +100psf +100psf +100psf +100psf +100psf +1p0psf and round the converted Vasd wind speed to the nearest windspeed divisible 16' 110 90 N/A • b 10.For Gable roofs using ASCE 7-16,find the Volt winds speed,convert GV Comer Post @ 90mph:use(2}#8x5/8"at sill&header,each side(Fastener A) B B 112" Upto 18' Upto 12" Upto 18" Upto 12" Upto 18" Upto 12" Upto 18" this to the Vasd wind speed using the table below.Then add mph to this *The Wind Speed Matrix charts tabulate the safe windspeed(mph)for the aluminum frame based on its construction. *Speeds>90mph require notching of*2pc Clamp *BV Gable Post @ 90mph:use internal post bracket,(3)48x5/8"at sill,each side(Fastener A) � � BV INTERNAL JAMB SUPPORT • —•-I � ' B SB"TEK screw(d,sill starter&header Transom Transonn Transom Transom Transom Transom Transom Transom Raceway&fasteners. See Section Cl5. * B (TYP) 0.750 Screw must pass through tuba area Vasil result,and then round up the Vasil wind speed to the nearest windspeed Assumes Components&Cladding(Exp Q. The indicated values are to be read: Grandview wind speedBetterview wind BV Corner Post @ 90mph:use intemal post bracket,(2)-#8x5/8"at sill&header,each side3 -- -- *Assumes a single span 17 projection&12"overhang on studio style room and a 24'width&12"overhang on gable style room. Greater loads may be possible,but would divisible by 10. Use VuIt--115 mph as a minimum requirement. speed. Maximum wind speeds for GV/BV sttudio style room (Fastener A).Use(9)screws to attach post bracket to underside of 2pc header. A A I I \ / need review by licensed design professional /. * Maximum wind speed for a studio style sunroom is dictated by room projection,and is unchanged by room width. using GV-Raceway/GV-Gab1eBV-Gable post *Use post bracket at each end of at Vert.or Horiz.post(BV only) A — — _A •Structurally the GV able post GV raceway past BV Gable post are comparable in strength. ,u. *r'! , e4 a - * y g p p° P !,`-, ;.; Sunroom widths larger than the 24'maximum are allowable,provided that there is no requirement for an intermediate mullions&headers (96.375^spacing) * speeds,see General Notes * RACEWAY A � sP �) For other winds CAVITY 6'spans are 72.25^,8'spans ere 96.375". .ztb u16 e4�,,0 l)i ?Ay• Use Post Bracket at each vertical post intersection for BV *Allowable ground snow loads for both spans and both transom heights are dictated by the allowable load on the header. beam,and gable/raceway post header&mullion construction is used. Use the Studio tables based on projection to o"Transom 12"Trams 18"Transom';! :•/fJ "��ul�i .;.t,, ktattl;,It"t post headers. Similar to Detail B3. A A *The above data does not include loading liom unbalanced,drifting,or slidimg snow. I �,a , „ extrapolate wind speed for the proposed room width. iPro'/width All Widths All Widths All Widths *Use similar connection for studio room headers. , L-———� I \ / *The above data includes a dead load of 5psf;2.8psf for roof panels&2.2ps;f for shingles. ° "j "/' 4144, *The above tabulated wind speeds are based on a combined lateral wind load&vertical load of Spsf dead load+35psf 12' t 7o/too 140/1 tto 13on oo d a t:t f - n: Refer to General Notes,Detail I,for fastener qty. •Snow loads have a reduction factor of 0.7 for low slope roofs per Section 7:.4,ASCE7 05&-10(Sea 7.3-7.4 of ASCE 7-16);assumes a"cold"and non-slippery roof `jam ground snow load(Dead load is 2.8psf for panel weight and 2.2psf for asphalt shingles) 13' 170/140 130/1 10 120/100 surface. Ps=0.7CsCeCtIPg, Ps=roof snow load,Cs=1.0,Ce=0.9,Ct=1.1,I=1.0,Pg=ground snow load �: F1 r'.j o ;..:k{I P. 1 , � j# * 14' 150/130 110/1(00 100/90 .A A screw •This table one applies to the roof supporting structure.Roof panel loads ewaluated separately. ,1,, ?,:,; „r 45r n Above date can be used to size Enclosed or Open structures. SECTION H: RIDGE BEAM CONNECTION' p A — (12"O.C.) y pp pp° g P y' "a`k" "` *Max stock length h for 2 c header is 21'.For headers spans>2 F,2 Header must be used in conjunction with GV- 15' 130/120 100/9(0 90/NA *Based on 1.65 safety factor for column buckling&bending per Aluminum Design Manual,and 100.6"&106.6"wall height for 12"&18"transom,respectively. d -l/ a p p J 16' 110/100 90/NIA NA A — A Racewa /GV-GableBV-Gable post. DETAIL II: H-MULLION HEADER CONNECTION l B Above date can be used to size Enclosed or Open structures. :s . y p LVL RIDGE BEAM *SINGLE H-MULLION CONSTRUCTION ONLY;90 MPH B By H-MULLION #8 X 5/8"-24"O.C. CANT EXCEED 3/4"IN LENGTH 5/8"TEK screw « SIZE BEAM PER MFG. @ GENERAL NOTES LOAD SPAN TABLES: 3 tt & 6t1 ROOF SYSTEM GRANDVIEW ONLY 18"O.C.3"LAG SCREW APPLICABLE INSTRUCTIONS BV PATIO SLIDER JAMB gV SILL STARTER PREDRILL OUTER MULLION WALL WITH 7/16"HOLE. * sill starter&header *20'X 18'MAX.ROOM SIZE * Use for vertical mullion or fan-beam only! Cannot be WOOD STRIP Use fasteners A for internal connection or Seaway Mfg's Engineering Code Packet does not make any claims about the structural capacity of the existing structure the sunroom is being attached to. Therefore,structural capacity Single Span Design:3"Alum/Alum Panel with I-beams Single Span Design:6"Alum/OSB/Alum Panel w/Batteens ALL EXPOSED SURFACES (PITCH ANGLE) *Use#8 X 1-1/4"-18"O.C.(Fasteners A),pre-drill holes fasteners B for external connection .sed horizontally or as support post for an LVL. TO BE COVERED WITH 'Use#8x5/8"TEK screw(Fastener B)to attach to sill&header. Always use Fastener A. of the foundatation(concrete slab or deck),existing hotuse wall to resist superimposed loads from the sunroom,and/or existing roof overhang to resist superimposed loads from the San Allowable Ground Wind Uplift Loads San Allowable Ground Wind Uplift Loads COiL STOCK ALUM. PANEL CAP *Intemal jamb support used for mulling adjacent Patio Slider *No screws or sharpo ections can penetrate into *For 90mph,attach using Novaflex 100 Similar to C1 . P P P P I I Doors. j PJ P * P g ( ) sunroom were not considered in the engineering evaluation herein. Length Snow Load(PSF) Length Snow Load (PSF) HOLLOW INSIDE * the raceway cavity. For>90mph,notch back 7/8 on all flanges(both ends) I I +. t Internal Jamb suppo&H-mullion must span from sill to header. so that mullion can be seated into sill&header,and L/120 L/180 L/240 Pressure Gable Studio U120 U180 U240 Pressure Gable Studio I j MULLION •.•�•�• *Use of Internal Jamb support in lieu ofH-mullion is optional, fastened using Section A/AA: Section B3 Studio Room: Using Post/Raceway Mullions I I g fasteners B. *All lags screws must have full thread embedment imto joist or band board per For GV Studio:Mullions 7' 173 120 90 121 +120mph+120mph 8' 203 157 119 83 +120mph +120mph DETAIL C1 4th ed.Timber Construction Manual. *90-120mph, use(2)#8x5/8"screws(each side),at sill&2pc header(Fastener A),for upto 8' 126 90 67 95 +120mph+120II 9' 183 135 102 66 +120mph +120mph I I PANEL *Ali Tapcons must have full thread embedment into(concrete. 96.375"spacings. r +120m In +120m h I — — — HANGER *All fasteners into treated lumber to be hot dipped galvanized(or eqivelant), *130mph,use(3)#8x5/8"screws(each side),at sill&2pc header(Fastener A), for upto 9 93 70 52 74 +120mph+120mph 10 163 114 86 53 P P 1 __ (3)3/8"O X 3" &use standard 1/4"O galvanized washer. 96.375"spacings. 10 72 56 42 59 +120mph+120mph 11' 147 99 74 44 +120mph +120mph I I LAGS,90-130 MPH SECTION D: GV CORNER POST SECTION DD: BV CORNER POST SECTION E:2PC HEAD SUPPORT, 11' 57 45 34 48 +120mph+120mph 12' 129 86 64 38 +120mpin +120mph I BOTH SIDES Section B1: GV Studio Comer Post: DETAIL C1 Y P g P P P ( ) ( ) P 12' 46 38 27 40 +120mph +120mph 13' 113 76 56 32 +120mph +120mph For Grandview rooms only; steel lutes under amble post&corner post if For GV,90-110m h,use 3 #Sx5/8"screws,each side Fastener A ,at sill&2 c header,for SECTION C2/C Windspeed is>100mph. Otherwise, use standard IM"O steel washer with 8'fenestration flanking the comer post 13' 38 31 23 33 +120mph +120mph 14' 99 66 50 28 120mph +120mph *WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL C1 GABLE 3 1/4"SQ.CORNER POST •.•.•.• fasteners into slab or deck. For GV, 120-130mph,use(4)#8x5/8"screws,each side(Fastener A),at sill&2pc header, 14' 32 26 20 28 120mph +120mph 15' 87 59 44 25 110mph 120mph *USE NOVAFLEX 100 SILICONE POST for 8'fenestration flanking the comer post. *REFER TO REPORT-SEAWAY001:SILICONE BOND 7/8' TY REQUIRED IN ALL CONSTRUCTION ` 15 28 23 17 24 11 Om h 120m h 16 77 51 39 22 100mph 110mph 3 3/8" .• .` Section B2&D/DD: 31/4" •`.` Fasten maximum 6 lags direct) under the post. For BV Studio Mullions: 16' 24 20 15 21 100m h 100m h 17' 69 46 34 20 Dbl S a 100m h PANEL THERMAL 7/e"TYP• ....g Y P + + + U-CHANNEL.. 90-1 IOmph, use(3)#8x5/8"screws(each side)&post basket,at sill& *Safety Factors:Shear=3.0(Wind&Snow),Bending=2.5(Snow),2.0(Wind) *Safety Factors:Shear=3.0('Wind&Snow),Bending=3.0(Wimd&Snow) + + + � FASTENER A; Section C4/C5:Clam Raceway, Raceway Post,Chiasewa Header&Mullion 2 c header(Fastener A ,for upto 96.375"spacings. Use 9 screws to attach post GRAN DVI EW/ BETTERVIEW PATIO ROOMS: STUDIO STYLE + + + + + z (2)48x5/8", p y Y Y P ) P ( ) P D + + + + Refer to General Per NEC 2002, no objects that could chafe a wire,stuch as screws,nails,or bracket to underside of 2 c header. — • • • 4 + C3 — Notes,Detail F,for ALSO REFER 1 P Double Span Design I- TO DETAIL F abrasive objects,can protrude into the raceway caviity. Must use plastic or rubber *120-130mph,use(4)#8x5/8"screws(each side)&post bracket,at sill 8, AEI. DETAIL F w Qty' grommets for each hole thru the alum. 2pc header(Fastener A),for upto 96.375"spacings. Use(12)screws to attach post Span Gr.Snow Load Wind Uplift Loads Wind Uplift Loads 55 W ��'I PANEL SECTION K --- -- ""'� - -- - -- ti bracket to underside of 2pc header. Length 3" 6" 3"Alum/Alum w/I-beams 6"Alum/OSB/Alum w/Battens N00 I SECTION K a + I a — DIRECTION a 1 1A IH 0 w/CHeader Section E: U120 U120 Pressure Gable Studio Pressure Gable Studio I of + ' ir w/Chaseway GV Gable post,GV Raceway,or BV snow load post can be used with the 2pc BV Studio Comer Post: / I ___ i LU head support for longer spares or greater roof loads. Raceway and 2pc Gable *For BV,90-11 Omph, use internal post bracket, use(3)#84/8"screws(each side), 12' 93 216 65 +120mph +120mph74 +120mph+120mph �' ll�z ----'---�-—�-A �uW of z —F'— post are structurally interchangeable. at sill&2pc header(Fastener A),for upto 8'fenestration flanking the corner post. 13' 78 200 54 +120mph +120mph 64 +120II+120mph r�� DETAIL-SECTION E DETAIL J SEC ION E o ---I---I--_I-- 1 [.+--- 11 I� o W I I *90mph, Fastener B not required for single span,use Novaflex 100 Attach post bracket to underside of 2pc header using(9)-#8x5/8"screws. t I DETAIL 1/11 Li _ _ v- l — — SEE GENERAL 14 66 185 46 +120m h +120mph 55 +120mph+120mph HEI nR\ a a Y- FASTENER B *90mph, Fastener B,24"O.C.for double spans *For BV, 120-130mph,use internal post bracket, use(4)48x5/8"screws(each side), ! GH N A + N u NOTES(SECTION E) *I OOm h, Fastener B,24"O.C.(single&doubles sans at sill&2 c header Fastener A ,for upto 8'fenestration flankin the corner ost. 15 56 173 39 +120m h +120m 48 +120m h+120m h I T I - P 9 Spans) P ( ) 9 P I SPP _-- B_ _______ __ *110mph, Fastener B, 18"O.C.(single&double spans) Attach post bracket to underside of 2pc header using(12)-#8x5/8' screws 16' 49 162 34 +120mph 120m h 43 +120m h+120mph ( SECT ON C1-C4 -•- *FASTENER B:SINGLE SPAN,90 MPH-Not Required,Use Novaflex too *120mph, Fastener B, 16"O.C.(single&double spans) DETAIL1/II SECTI N C1-C4 *FASTENER B.DOUBLE SPAN,90-1 10 MPH USE#8X5/8"(H@24"O.C. 17 43 146 30 +120mph 110m h 38 +120mph+120m h 1)f' OVERHANG ( D *FASTENER B:DOUBLE SPAN,120-130 MPH USE#8X5/8"@18"O.C. *130mph,Fastener B, 12"O.C.(single&double spans)*Studio Only* Section B3 Gable Room: P For BV @ 100-120mph:Use post header&post mullions ROde t� UP TO 12" ETAIL I/ll 31/4"X 3 1/2" POST BRACKET NOTES: DTI 2PC CORNER POST SECTION B1 DETAIL F: ROOF PANELS' Section H&J: Gable Post: Use internal post bracket, (3)48x5/8"each side(fastener A) ON �� *All loads in pounds per square foot. I, �' I SECTIO C1-05 Size LVL beams per manufi8cturer s instructions usiing 1.9E or better. Comer Post: Use internal post bracket,(3)-#8x5/8"each side(fastener A). Attach AI.. 1 #8 X 5/8"@ 2a"O.C. A;#8 x 5/8"@ 24"O.C.(6 LOCATIONS) post bracket to underside of 2pc header using(9)48x5/8"screws. Use(3)-#8x5/8" *Use deflection limit of U120 per Table 1604.3,footnote H of IBC. Other deflection limits are for E V� ANEL �' I SECTI N C1-05 . WALL HANGER reference only. �S� DIRECTION SECTI N D/DD FASTENER B,REFER TO FASTENER . � Detail F Studio Room: each side(Fastener A)to connect post header to u-channel at corner post. *The above data for 3"&6"panels considers shear deflection,but does not consider shear creep due to I��' *FASTENER B,REFER TO FASTENER SCHEDULE FOR NO.OF REQUIRED LAGS OR RIDGE BEAM o Z For studio room using 3"or 6"panels, use the followring number of%"Ox4"or 6" Mullions:90-120mph,use internal post bracket&(2)-#M/8"each side(Fastener A)at sill& long term loading. �11 SECTIo D/DD -\SCHEDULE FOR NO. REQUIRED LAGS FOR WIND SPEED AND ROOM SIZE. iV screws to attach each roof panel. Each 1-beam/Batt(en has(2}#8x5/8"screws header. Attach post bracket to underside of 2pc header using(6)-#8x5/8" *Span Length does not include overhang. (� FOR WIND SPEED AND ROOM SIZE. * I '-——— ———- cm connectingit to the header or beam.Overhang is 12!". screws. Adequate for upto 96.375"spacing. s SECTION G FASTENER B INTO CONCRETE,REFER I @ M g• q P P 9• For double span conditions:double the L/120 snow load as tabulated in single span table for the I SECTION A/AA SECTION A/AA FASTENER SCHEDULE FOR NO.OF REQUIRED longest span bisected by the intermediate beam(ie:if a 20'span consists of an 8'and 12'section,double I a., *FASTENER B INTO CONCRETE,REFER TO TAPCONS FOR WIND SPEED AND ROOM SIZE. w O CO Single Span: Double Span: Double Span: For GV @ 100-120mph: Use raceway/post header&mullions the snow load for the 12'section from the Single Span table). Wind uplift loads are as listed. Refer I S HT u f ;. ,.r : •+• + ; , s.•M: :.• a ;. i t ,,. FASTENER SCHEDULE FOR NO. REQUIRED z v LL w Header; Helder; Intermediate Beam; Gable Post:at sill(4)-#8x5/8",each side(Fastener A) to"Detail J"for connection details.Size LVL per mfg.instructions. AN *'•'"•'•••.1,% 1 '• .t TAPCONS FOR WIND SPEED AND ROOM SIZE. 'ONLY(6)LAGS CAN BE INSERTED WITHIN W rn rn X 90mph-1/panel P P P ( ) ( ) * !'>r slope per VARIES THE CROSS SECTION OF THE POST z 90mph-1/panel 910m h-1! anel Comer post:at sill&header 3-#8x5/8",each side Fastener A , Allowable ground snow loads have a reduction factor of 0�7 for low slo roofs Section 7.4, I i•'� .i••' t ¢ G, (D w a 100m h-A/ anel 100m h-1/ anel 10(Om h-1/ anel Mullions:for post spacings upto 72.25"btwn 90-120m h,use 3-#8x5/8"each side Fastener ASCE7-05&-10(Sect 7.3-7.4 of ASCE 7-16); assumes a cold and non-slippery roof surface. I �{ J DETAIL 63 DETAIL 63 *ONLY(6)LAGS CAN BE INSERTED WITHIN m 0 Ztz Ps Ps=roof snow load, PD 1 I.•-•• 1 I•••• I THE CROSS SECTION OF THE POST FOR BV ONLY,INSERT FASTENER B INTO THE c� W 110mph-2/panel 110mph--1/panel 1 1(Omph-2/panel A)at sill&2pc header. For post spacings upto 96.375' btwn 90-120mph, use(4)-#8x5/8" * g> d Cs=1.0,Ce=0.9,Ct-1.1,I=1.0,Pg=ground snow load R�0 �, � W� POST BRACKET 1/4"FROM INNER WALL USING a SILICONE _j v, J O 120mph-2/panel 120mph-1/panel 12(Omph-2/panel each side (Fastener A)at sill&2pc header. The above data does not include loading from unbalanced,drifting,or slidin snow for the sunroom or 0� USE 1/4"STEEL WASHERS UPTO IOOMPH �' TOP ONLY w oo z LL g A STEEL WASHER Z O from the existing house roof. 0 DETAIL J: INTERMEDIATE BEAM 130mph-3/panel 130mph-2/panel 13(Omph-3/panel N DETAIL 63: HORIZ.&VERT. POST CONNECTION *PRE-DRILL LAG HOLES USING 11/64"Ol BIT. *ATTACH POST BRACKET TO CORNER POST: a z z X *For external roof coverings such as ashphalt shingles,subtract 3psf from allowable ground snow loads. � > W w Detail 1:Post header connections * * 10OMPH USE STEEL PLATES FASTENER C,90NMH USE(3}#8X1-1/4 EACH SIDE P F ;1: * Allowable ground snow loads controlled by either shear,bending or deflection. Refer to General m • 2PC v rn Detail F Gable Room: GV/BV Gable @ 100-120mph: use(3)-#8x5/8',each side(Fastener A)to connect * FOR 100-1IOMPH,USE(4}#8XI-1/4 EACH SIDE a Q of For able room using 3"or E"panels,use the followiin number of%a'"0x4"or 6" Asphalt shingles shall only be used on roof slopes of2:12 or greater per R905.2.2 of IRC. Seaway POST BRACKET Notes,Detail F,for Q *REFER TO DETAIL B3 FOR CONNECTION TO HEADER tL Co O g g p 9 postlraceway header to u-channel at comer post&house wall. For BV gable use(8)48x5/8' ty. screws to attach each roof panel to header. Each I-IbeamBatten has(2)-#Sx5/8" screws(Fastener B)to attach post bracket at each end of header to vertical extrusion. Mfg.recommends a minimum slope 3:12 for application of asphaltO shingles. (BV ONLY) . �+• HEADER&SILL *PRE-DRILL LAG HOLES USING 11/64"0 BIT. ——— — l —— Above date can be used for a gable roof system of Enclosed or Open structures,and for Enclosed SLIPS INTO POST 'CORNER POST SITS DIRECTLY IN SILL STARTER -T connecting it to the header. Overhang is 12". *GV/BV Studio @ 100-130mph:use(3)#8x5/8",each side(Fastener A)to connect structures with monoslope roofs. For Open structures with monoslope roofs,the maximum wind speed NOM..080 WALLS .'.'.'.• *REFER TO DETAIL B3 FOR CONNECTION TO HEADER —— ———— 90mph-1/panel post/raceway header to u-channel at corner post&house wall. For BV studio use(8)-#8x5/8 &spans for 3"&6"panels are:90mph at 14',100mph at 13',&l IOmph at 12'. &SiLL 100mph-1/panel screws(Fastener B)to attach post bracket at each end of header to vertical extrusion. POST • • FASTENER A,(2)#8x5/8"SCREWS(REFER TO DETAIL E) 1 1 Omph-1/panel SILL STARTER 120mph--2/panel FASTENER A; Wind Borne Debris Protection: • (2)-#8X5/8",ALSO prone areas,use 1/2"thick wood {� For sunrooms m wind home debris FOUNDATION FA,�TENER SCHEDULE: SECTIONS B2, C2, C4, C5 & D/DD (Foundation lag screws under each vertical post) REVISION NOTES: REFER TO DETAIL F structural panels rescribedinR301.2.1.2of the IRC. Attachment to Gable Post La Screws '/4 0x4" La SG=:0.47 Ex .0 0 FASTENER B P P REV A-C:WORK PRIOR TO ENGINEERING APPROVAL 0 SECTION G: HOUSE U-CHANNEL the sunroom as follows: REV D:SECTION B2, REDUCED SIZE OF STEEL Refer to 0 REMOVE FLANGE 1.Attach continuous wood strips(pine or equivalent)at least 1"wide m0 m m m m Foundation FASTENER A TYP.EXISTING HOME WALL > 4' 3' ' 2 20' '1__ 18' IT 1 ' 15' 14' -+ 24' 23' 22' 21' 20' 19' 18' 17' 16' 15' 14' -+ 24' 23' 22' 21' 20' 19' 18' 17' 16' 15' 14' -+ 24' 23' 22-121' 20' 19' 18' 17' 16' 15' 14 � 24' 23' 22' 21' 20' 19' 18' 17' 16' 5' 4 PLATES POST SPACING, REVISEDTABLE FOR STUDIO 3.5"xXX"LVL by around the CONCRETE OR WOOD 2 2 6'SPAN Fastener Schedule assembly fits over the fenestration. Attach these wood strips using 1 for qty of lag FASTENER C #8x2.5"wood screws on 12"centers for horizontal&vertical 2 2 4 REV E:SECTION H,CORRECTED QTY.TYIPO FOR screws. 7/8"(TYP) spacing as listed in Table R301.2.1.2 of IRC. SIDING 2 2 4 2 4 4 LAGS;3 INSTEAD OF 6,POST SPACING COMMENTS, FASTENER D 2.Attach this assembly to the aluminum framing of the sunroom using a total of four(4)#8x3.5"TEK screws per side of the wood sheet; SHEATHING: A "- 16' 6' 4 4 i 4 4 4 REMOVED 65 PSF SNOW LOAD LIMITATION *GV Studio Mullions:90-120mph,use(2)48x5/8"screws(each side),at sill&header(Fastener one at each end,and the other two evenly spaced. Panels should be FOAM/FELT/TYVEK 17 2 d 4 4 1T 1T REV F: IN GENERAL NOTES,CORRECTED,TYPO IN A),forupto96.375"spacings. P 18' 4 3 3 3 3 3 3 3 3 2 17' 4 4 4 4 3 3 3 17' t 4 17' 17' SIZE LVL BEAM PER sized so that the#8x3.5"TEK screws penetrate into the aluminum *For GV Studio Corner post:90-110m h use post that comprises the vertical mullions and horizontal header,and OSB/PLYWOOD 19' 4 19' 4 4 4 4 3 3 19' 4 19' 19' DETAIL F-STUDIO, DBL SPAN;90 TO 130, REFLECT p p , (3)#8x5/8"screws,each side(Fastener A),at sill MFG INSTRUCTIONS into the sill channel. &2 header,for upto 8'fenestration flanking the corner post. SINGLE/DOUBLE STUD 20' 4 4 4 3 2 3 F3 T n3 3 20 For concrete at 1 Om h use 2- "0x2"Ta con 20 For concrete at 110m h use 3-/:'0x2"Ta con 20 For concrete 20' RESULTS FROM SUPPLIMENTARY TESTING THAT p g * 3.Adequate for wind speeds upto 130mph(Vasd),and for wood For concrete at 90m h use '/ a co ' ete at 120m h use 3-'%"0x2"Ta con ALLOW REMOVAL OF GV L-BRACKETS (DETAIL II& *BV Studio Mullions:90-110mph,use(3)#8x5/8"screws(each side)&post bracket,at sill& If Intermediate beam is required,use a Raceway post,GV post, p g, CAPACITY OF EXISTING structural sheets upto s'ion header(Fastener A),for upto 96.375"spacings. or BV post to support LVL. Locate as close to the center of the 4.All fasteners and hardware are to be corrosion resistant. WALL TO RESIST LOADS A �D m m m m DETAIL C1) *For BV Studio Comer post:90-1 lOmph,use internal post bracket,use(3)#8x5/8"screws(each projection wall. Attatch post to LVL the same as Section H FROM PATIO ROOM WERE NOT -. 24' 23' 22' 21' 20' 19 .18' 17 1 15' 14' -� 24' 3' 22' 21' 20' 19' 18' 17 16 15 14 -+ 24' 24' 18' 17' 16' 19' 18' 17' 16' 15' 4' REV G:ADDED WIND UPLIFT TO PANEL SPAN TABLES, side),at sill&2pe header(Fastener A),for upto 8'fenestration flanking the corner post. *FASTENER B&C: CONSIDERED IN THIS ANALYSIS ' - - MODIFIED WIND SPEED MATRIX *Use(9)screws to attach post bracket to underside of 2pc header. *90-100 MPH USE#SX5/8"@18"O.C. 1 2 2 2 2 2 2 2 2 2 2 2 2 REV H: UPDATED RACKING TABLE *Post bracket to be used at each end of at Vert.or Horiz.post(BV only) *110-130 MPH USE#8X5/8"@12"O.C. 2 2 2 2 2 2 2 2 2 REV I: MODIFIED RACKING TABLE ADDED *For other wind speeds,see General Notes *FASTENER D:MICROLAM BEAM TYPICAL CONNECTIONS(FASTENER A): *90-130 MPH USE 1/4"OX2"LAG SCREW @12"O.C. *SHEATHING NOT PERMITTED BTWN.CHANNEL AND STUD 2 2 2 2 6' TRANSOMS TO POST SPACING,CHANGED LAYOUT *If Intermediate beam is not required,terminate vertical mullion at OF ENTIRE SHEET,MODIFIED SPAN TABLE LAYOUT, *TWO ROWS OF 1/4.O X 2.5"LAGS @ header. 12"O.C.INTO DOUBLE WALL STUD. 18' 2 18' 2 2 2 2 18' I 18' 18' ADDED CLAMP RACEWAY,ADDED PROVISIONS FOR SECTION K:WALL&PANEL HANGER IF ONLY ONE WALL STUD IS AVAILABLE 19' 2 2 2 2 19' 2 2 2 19, 1 19' 19' 20' 2 20' �-_.__ 20' 20' 20' OPEN STRUCTURES. DO SINGLE ROW @ 6"O.C. For concrete at 90mph,use 2-'%"OJx2"Ta n For concrete at IOOm h use 2-''/:'0x2"Ta con For concrete at I IOm h use 3-'%"0x2"Ta con For concrete at 120m h use 3-'%"0x2"Ta eon REV J(11/8/16): Added Windspeed conversiion table, -ATTACH FASTENER A TO: *TWO ROWS OF 1/4"O X 1.5"TAPCONS @ 12"O.C. *For gable room side wall vertical mullions on 96.25"'spacings(Exp C), use 2-Y4"0x4"lag screws for 90-120mph moved Windborne Debris table. A— WALL STUDS @ 16"O.C.W/1/4"O X 3"LAGS UP .•,- - .,,� INTO CONCRETE OR BRICK WALL TO 24'X 14'W/12"OVERHANG FOR 90- 11 Corner Post La SCreW'S 4 x4 La SG=0.47 X .0 REV J(2/4/18): Update Detail C1 to show EEL frame �,`�OF f ` t „ „ 110 MPH AND/OR 50PSF GROUND SNOW LOAD. -+ 24' 3' 2 20m`19' 18' 17' 16' 15' 14' -> 24' 23' 22' 21' 20'19' 18' 17' 16' 15' 14' --> 24' 3 22' 20'19' 18' 1 1 15' 14' -+ 4' 23' 2 1' 20' 19' 18' 17 16' 15' 14' -+ 24' 3' 22' 21' 20' 19' 18' 17' 16' 15' 14' *ATTACH FASTENER A&B TO: Cj vl�`�B'gip,, �() WALL STUDS IF>16"O.C.W/1/4"OJ X 3"LAGS UP r- i� N TO 24'X 14'W/12"OVERHANG FOR 120- f-- 4. �., ! Code Compliance Packet Item: Classification: G andView Sheet 1 ' 2 2 2 2 3 1 130 MPH AND/OR 65PSF GROUND SNOW LOAD. 6 is �+. Sunrooms Alum/Vinyl 1 Of 1 3 �4?-­1�- 3 3 1 3 1 3 1 3. 14' -3 a f' cy�. _F;; Revisions: 2 2 2 2 2 2 2 2 3 3 3 3 3 4 4 4 e 2-/.0x2"Ta con Alternate Location Fastener A FOR PROJECTIONS GREATER THAN 14%USE DOUBLE SPAN For concrete at 90m h usa 2-/+0x2"Ta con For concrete at 100m h use 2-%"M"Ta con For concrete at 110m h use 2-%"Ox2"Ta n For concrete at 120m h use 2-/•"OJx2"Ta con For concrete at 130mph,use "`� t'+ 2/4/18;Rev J „ ATTACH FASTENER A&B TO: tit` , t/ all u WALL STUDS IF>16"O.C.W/1/4"0 X 3"LAGS UP �,q ` 93$$0 ,j` *Color coded size limitations based on racking&wind)loads on sunroom frame only. Assumes post header&mullions w/72.25"spacings. Any combination of wider post spacings,addition of transoms,or heavier snow loads can restrict sizes further. TO 24'X 18'W/12"OVERHANG FOR 90- ^� F,;• Drawn by: 2250 East 33rd Street 130 MPH AND/OR 65PSF GROUND SNOW LOAD. 08/27/P.E. 1 loads CAN DRNTING SENCE Erie,Pennsylvania 16510 Achievable for both GV&BV �N/A for BV only N/A for both GV&BV — B *THESE INSTRUCTION CAN BE USED TO ATTACH TO AN EXISTING FASCIA Scale: N.T.S. Phone:(814)898-2255 PROVIDED THAT THE LAGS ARE ANCHORED INTO EACH OF THE RAFTER TAILS. .E. Robbins, P.E. References:ASCE 7-05,-10,-16 ` Fax:(814)899-5556 *STRUCTURAL ADEQUACY OF EXISTING FASCIA OR OVERHANG IS NOT Victoria, IL 61485 Complies with: Manufacturing Corp. www.seawaymfg.com COVERED BY THIS ANALYSIS. PER243096 zos IBCARC&�NYs2020) 1 , -7 Lu �R i -. M i nre MP:ai _ ttas�o:c aiu wNi �l I I I C O awa 14e I I �i '.II�..e Nfel1��1�T �BREO iisili�us ■EbiE�S 0 RL+ Inl�rcyp�n0 ROtina 1 , , 1 V� 7 _ w VT =-00 Div S� r i x,vy ,: Db