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HomeMy WebLinkAbout1000-90.-3-4 OFFICE LOCATION: so j MAILING ADDRESS: Town Hall Annex 'AL� P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) us ac G � Telephone:631765-1938 Southold,NY 11971 y© LOCAL WATERFRONT.REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: November 10, 2025 Re: LWRP Coastal Consistency Review CHULA VISTA HOME, LLC, SCTM# 1000-90-3-4 This application is for a Wetland Permit to construct a proposed 3,325sq.ft. total square footage two-story, single-family dwelling with a 32sq.ft. front covered porch and attached garage, a 21.8'x18' covered lanai, a 12'x15.7' covered on-grade patio, install a 285' long by 4' high (maximum height) concrete retaining wall along the seaward side and side yards of the property with 6'x4' seaward steps down; plant 3' high native plantings along.the retaining wall; install an I/A type sanitary system landward of dwelling; install a stormwater drainage system; install a/c units with a 5' high privacy wall; install underground electric and water service; install a gravel driveway; approximately 200 cubic yards of clean fill to be added surrounding the proposed dwelling to raise the grade; install silt fencing prior to and during construction; and to establish and perpetually maintain a 50-foot wide Non-Disturbance Buffer area along the landward edge of wetlands, and the area between the retaining wall and buffer to return to its natural state of vegetation. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided'on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as.follows: Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. Policy 6 Protect and restore the quality and function of the Town of Southold's ecosystem. 6.1. Protect and restore the quality and function of Town of Southold's ecosystem. B. Protect and restore ecological quality by adhering to the following measures. 2. Retain and add indigenous plants to maintain and restore values of natural ecological communities. b. Include the use of suitable indigenous plants in the landscaping plans for new development and in redevelopment projects where loss or disturbance of existing indigenous plants could not be prevented during construction. 3. Avoid fragmentation of ecological communities and maintain corridors to facilitate the free exchange of biological resources with and among communities. b. Where fragmentation of ecological communities has already occurred, the adverse effects of fragmentation can be mitigated by maintaining or providing connecting corridors to allow exchange of biological resources. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 2 D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed actions include constructing a residence, covered patio and lanai within 100' of a tidal wetland boundary in what is currently undeveloped land with a native tree and shrub cover. The proposed structure, while of a scale somewhat similar to the adjacent homes, encroaches closer to the wetland/shoreline than the adjacent homes and is significantly closer to the wetlands than the previously approved residence (Trustee permit#10343). The lot is deep enough to allow for all proposed construction to be moved away from the water and outside of the 100' wetland set back. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 3 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM SEP 15 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 1.. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C., .the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program.. A proposed action will-be evaluated as to its signif cant beneficial and adverse effects upon the coastal area(which includes all of Southold Town), 3. If any question in Section C on this form is answered "yes" or "no", then the proposed.action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus. each answer must.be-explained in detail listing.both supporting. and non- supnlortint=facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,Itshallnotbe undertaken.. A copy of the LWRP is available in the following places:online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office.. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#_ 90 _3 _4 PROJECT NAME, 500._, Lakeside Drive N - Southold - : . The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity, agency regulation,land transaction) (b). Financial assistance.(e.g. grant,loan, subsidy) (c) Permit,approval,license,certification: 0 Nature and extent of action: See attached ENGINEERING& ISLANDWIDE I LAND SURVEYING 280 Main St—Suite 1, Farmingdale, NY 11735 July 21,2025 RE: CHULA VISTA HOMES LLC C/O MICHAEL LIEGEY 500 LAKESIDE DR N-SOUTHOLD SUM No.1000-90-3-4 PROJECT DESCRIPTION The project includes the construction of a proposed 3,325 S.F. total square footage 2-story single family residence, 21'-8" x 18' covered lanai, 12' x 15'-8" covered patio, and 32 S.F. front porch on an existing vacant property. House dimensions consist of varied size house with an overall front yard width of 65'- 2", overall side yard width of 84'-6",5' x 6'-4"front covered porch, 12'x 15'-8" covered back patio, 18'x 21'-8" covered lanai, 6' x 4' rear steps, and a 285' long concrete retaining wall. A proposed I/A type sanitary system will be installed in accordance with SCDHS standards and all roof run-off will be directed to on-site drywells.A 50 foot wide non-disturbance planting buffer will be added along the wetlands line and the area between the installed retaining wall and planting buffer will return to its natural state of vegetation. Approximately 200 CY of clean fill to be added surrounding the proposed house to be raise the grade. A silt fence will be installed surrounding the entire work limits until site work is fully stabilized. Location of action:500 Lakeside Dr,Southold,NY 11971 Site acreage:.0.572 Present land use:vacant Present zoning classification:.Residential(R-40) 2. If an application for the proposed action has been filed with the Town of Southold agency;:the following information shall be provided: (a) Name,of applicant:Chula Vista Homes LLC c/o Michael Liegey (b) Mailing address:375 Depot Rd,Huntington Station,NY 11746 (c) Telephone number: Area Code __516-924-4606 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or:federal agency? Yes No If yes, which state,or federal agency? NYSDEc/rown of Southold Building Dept/SCDHS C. Evaluate the project to the following.policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each.policy., Incomplete answers will require that the form be returned for:completion: DEVELOPED:C.OAST;POLICY: Policy 1. Foster a:pattern.of development in.the Town of Southold that enhances Community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal_location, and:. minimizes adverse effects of development. See LWRP Section III Policies; Page 2 for evaluation criteria. - ❑✓ Yes ❑ No ❑`Not Applicable Project is consistent with neighboring properties and makes beneficial use of property. Attach additional sheets if necessary Policy 2.`Protect and preserve: historic and archaeological resources of the Town of Southold. See LWRP.Section I11—Policies Pages 3 through 6 for evaluation criteria, ❑ Yes ® Noz. Not Applicable No effect due to type:of project and its'consistence with surrounding.homes. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources ;throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ NOV Not Applicable No effect Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria Yes ❑ No Not Applicable No effect. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the.Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ZNot Applicable No effect -. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages,22 through 32 for evaluation criteria. ❑Yes ❑No ❑✓ Not Applicable No effect Attach additional sheets if necessary Policy 7. Protect and improve air quality in .the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑1-40 nV . Not Applicable No effect - Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages`34 through 38 for evaluation.criteria. ❑Yes ❑ No.a Not Applicable No effect PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, ,public lands, and public resources of the Town of Southold. See LWRP Section III-Policies;Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable No effect - Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria. ❑'Yes ❑ No � Not Applicable No effect' Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable No effect Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town_of Southold. See LWRP Section III Policies; Pages 62 through.65 for evaluation criteria. ❑Yes ❑. No 0 Not Applicable No effect Attach additional sheets ifnecessary - Policy 11 Promote appropriate use and development of energy and .mineral resources. See LWRP Section III—Policies;.Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Fve� Not Applicable No effect `. Jeffrey Patanjo Agent PREPARED BY TITLE DATE 7/15/2025 ]��� �—��7 | swo|mssn|wo& JL���_�^�����-� ��l� ][�-��� | LAND SURVEYING 28O Main Street'Suite 1. Farmingdale, NY11735 =LANNING BOAR October ZZ' 2UZS MOLD TOWN SOUTHOLD TOWN Town of Southold Trustees Town Hall Annex Building 54375 Rte.ZS P.O. Box 1179 Southold,NYll971 � �-' RE: CHumVisTA HOMES ULC C/o MICHAEL LIEGEY ! 500 LAKESIDE 0nN-Sour*omo � SCTPN No.100D'g0-3~u -- WETLANDS PERMIT APPLICATION L ��V�7; DearT,ustees: VVe hereby submit (1) original and three (3) copies of the revised plans for issuance of�Tidal VVet|andspermitting for the above referenced project. The plan set that was mailed for resubmission on October lU, 2025. in regards to the email received September 8, 2025 has since been updated with a revised retaining wall layout. if you should have any additional questions or comments' please don't hesitate to contact our office, or email me directly at hai|ey@is|andvvideen0ineerin8.com ` Very truly yours, Hai|ey]acksun Civil Site Engineer - ` osna 2.2ReWsims,2 bUJ zr TO-1 —T- 14- 4; 2 12 CEOAR SDUTHDLD 3 PAINT � 2 7 a nq WEST LAKE ILI- TOW SOUIHOIX E. 2., M 3 HOG NECK BAY NOTICE M K 21) 111 ,1 4, COUNTY OF SUFFOLK K SoUyflow SECTION NO Real Property Tax Service Agency S. cw m y 090 P PROPERTY IMP • 111 •1 � �r a{ y < f y Al ipm � ��� ��,.'"�,«•.L• + �� -ems..w TP � • • 1 s -Ct5 i s a' FS ���sJsl�►''�. • • 1 �. • rrr � ,� \•.��•-�'fit. .� `°i `iisif,Q r's�°,�, ..� �:�ti � r z M \ TOWN OF SOUTHOLD z � �D'rn SUFFOLK COUNTY, NEW YORK �o w \ SCTM: 1000-90-3-4 O\ \ NEIGHBORING RESIDENCE \y J/d•J� Q FEMA FLOOD \ FEMA FLOOD \ FEMA FLOOD U ZONE AE (EL. 6) LINE OF SECOND ZONE D ZONE X FLOOR ABOVE TW=8.0 PROPOSED ROOF OVER TW=8.0 DWELLING PORCH WITH STEPS41°39 0" E BW 4.0 PUBUC WATER / ,264.72 �1113W=8.0 l' w w 7.48 y I 1 \ r, I6 ��_� "•.fi Gr'7 �;�' \ ELLV � p ��' w w / X4.3� X112\ 11.2 Cp' X 3.1 / y w y �' y_ / / I 1 9•49, �pE 9.78' m \{w•�-� w y y PROPOSED / /20.0' z r o M•�-y w w CONCRETE STEPS y - 10.7- I /52'"ice oy 52' ` -- •_ DWI ro �C I / OCT 2 2 2025 � w z o 0 TO ACCESS PATH I 11.0' 1 r - I• 1� 1 II J I W chi ¢a m N X 3.9 y y y y y y ' 'i 9sw y y v w/ Im _ y '1' y y J. y v I I I 1 I I 1 I 0 s/ w y\--� I// N am` `!♦\ww w ww `w`ww- w•www W_w-ww cAbi -1 �.F✓.t�.y mot - SOU t-llo- - Board T--T i-a.0.'.a:1'c�y i�3l s"�217 - 10.2cv X39 8.7'x 4.5' �P X 4.1 -PROPOSED PROPOSED TWO STORY TEST OLEw w w w w ITTEDq�Y1DEACCESSPg DWELLING ON SLAB COVERED LANAllph ED Z�' � ' H 82 X 4.2 W LAWN AREA (3 PROPOSED BEDS) 0 00o1 PROPOSED 1 ST FL=3,325 SF V 1 TOTAL LOT AREA AREATORETURNTO TW=8.0 2ND FL=2,t00 SF i I I I LA I,2�-��,•'yo O'�1-\p.\-\\\•wV w�-www�ww www w 24,915.4 4,915.4 SF OR ww NATURAL wVEGETATION EGETATI ON 1^COVERED ONV .w GRADE PATIO 1I 1\ FFEL=10.`7I I ' 0.572 ACRES (-469 SF) \ I1 \ F•-i FLL1 wX4. PROPOSED 7 PROPOSED IF -120' 11g-p 1Fn w w I LINE OF II-- GARAGE RIM=8.6 w SILT FENCE GF.EL=8.7 wX4.5w GARAGE I BELOW 1421 i I 11 1 \ Lrrl I TIDAL WETLANDS BOUNDARY w w w --_w4.0m--W--fa �...t AS FLAGGED BY SOUTHOLD /yy -mow W_- -W w w w w w TOWN TRUSTEES Sept 2019 ly -` w w-w w w. w w w z W ✓� ��' 90ap6 wwwwwwwww\ / \ \ IN 1 i \\ \ C w a> o' df (y E 'P ` I X 5. _ nc-a€ - ni -Z9.9 z \ x2.e S 41°39'30" iP DWELLING 1 1 21�3. TW=8.D t1a ° I uz,� z \ PUB WATER 1 - '^ 50 PERMANENT NON-DISNRBANCE =8.0 1 1 \ BW=8.0 .Co w BUFFER APPROVED UNDER NYSDEC BW=4'4 \ PROPOSED 5'HIGH PERMIT N0. 1-4738-04860 00001 FEMA FLOOD PROPOSED CONC PRIVACY WALL PROPOSED WATER z > o z PAD FOR A/C SERVICE 1 FEMA FLOOD \ ZONE AE (EL.6) EQUIPMENT FEMA FLOOD PROPOSED PROPOSED 1 ZONE X GRAVEL DRIVEWAY UNDERGROUND PROPOSED ZONED \ DRYWELL(TYP3) / PROPOSED CONCRETE ELECTRIC WLLO°" z w RETAINING WALL SITE PLAN NEIGHBORING RESIDENCE LAgES IVE Q Dg W PROJECT14 0 15 30 LOCATION C/) NOTES: /'+ MAP 4 1. ALL PROPOSED SANITARY LINES TO BE 4'0 SDR35 PVC PIPE - LOCATION MAP UNLESS SPECIFIED OTHERWISE. 2. NO NEIGHBORING PUBLIC WATER SUPPLY WELLS WITHIN 150 FT OF THE PROPOSED SANITARY SYSTEM. PROJECT INFORMATION 1�� •,' ���-'x ( /-'T 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. '-�- e;v -` Yy."J •/ "-� �"-•� Z O 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE EXIST.GRD=10.0 PROPERTY OWNER: CHULA VISTA HOMES LLC _-`'"- - >•J AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. 375 DEPOT ROAD 2 r j_ E z M DARK BROWN "`.'� .:.��4- J.. a _� --. O Y 0' LOAM CL HUNTINGTON STATION,NY 11971 i I1 �F '/; Q j m ZONING: R-40 -- I - ° 0 PALE BROWN FINE °` ,J (n toil O rn 0¢ 1.0'-3.0' SM _ ! 1-< TO COURSE SAND TOTAL LOT AREA: 24,915.4 SF OR 0.572 ACRES -/ +' -- ;- -� Y LL w m WATER IN BROWN TOTAL WETLAND AREA: 1,814 SF / .' -'' 1 `, z O 3.0'-0.0' FAT CLAY ML 'f; /' \, ;;',,'I tti.'/' u- o FLo HIGHEST EXPECTED LOT COVERAGE ., ' 'iF ' i �`, i -_r - �' .'�g' o N o a� WATER IN LIGHT BROWNSP GROUNDWATER EL.2.5 ti'� ` O o COURSE SAND `- `1 f �` Q WATER GROUNDWATER EL.1.7 DESCRIPTION AREA PERCENTAGE �,� `n �-J � ��. BORING BY:MCDONALD GEO ADJACENT AREA(UPLAND) 23,101SF 100% •, SCIENCE MAX.ALLOWABLE COVERAGE 4,620.2 SF 20% ? J ' o -�.f-_-. 8.3'-17.0' WATER IN BROWN SP TAKEN ON:APRIL 24,2018 FINE SAND PROPOSED COVERAGE "� + .• N PROPOSED HOUSE 3,325 SF 14.39% cad' '`,. _ LL NOTES: r, ` t / // s' .� `I ^ O GROUNDWATER ENCOUNTERED AT 8.3'BELOW GRADE. •`-.,��-- _ -� 4-- + `., PROPOSED LANAIBPATIO 557SF 2.41% j � 4. .;� usk5^>k.= /r f/~` 1 TEST BORING HOLE - W PROPOSED COVERED PORCH 32 SF 0.14% },,°� '•Y fai�pl s l_j 1 i N.T.S. TOTALPROPOSED "`"'^-�.-w., - -v`'� `_-•-^------'`--,�----� eni . (n 1 COVERAGE 3,914SF 16.94% � 111 ' 1 • Hd Ail } . 4. vs � 4 �'S. 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M P. 1 z w L,J = U c) \ TOWN OF SOUTHOLD 00 SUFFOLK COUNTY, NEW YORK LL 7� \ SCTM: 1000-90-3-4 0 L:NEIGH20RI\NGESIDENCE � 4 w CA PROPOSED ROOF �b OVER PORCH WITH �(1 �`VS� Q FEMA FLOOD \ FEMA FLOOD \ STEPS FEMA FLOOD `l1 \V 165 70NE AE (EL. 6) LINEOFSECOND 70NE D ZONE X FLOOR ABOVE TW=8.0 264.72' �JBW-8.0iTW--8.0 DWELLING , i i _�N 41"39' O" E BW=3.6 PUBLIC WATO r / t I / i K ! 46 w ELEV �`•1�/ y '� yy X43g X11.2}� co !!h X 3.1 3./i v y y_ / 1 9. p r cv ti / i•y y y y X S. NW•�•�- .i, y W y `I' y PROPOSED / ''j/20.0"�/%� M'i y y STEPS TO ACCESS PATH N 10.r ! t /52 �•.52• ' ' �•./pW 1 I`�-�i ry ry , } � w z y c o - 'i I 11.0- 1 r 1 l V '�m a'a,e / y y y ygJ,&j .v y y I.o j l I K I 1 .,NPi 1 1 I O X 3.9 _/y y y y N y / I"a 1 O y .�• y y y +l0 'I' '° 4 y I' I I F--- o �Q. �- 'w _ •+• W ---21.7' PREINpt) -4 W y y v +�/ vyB « X I } �/ I I SLYPERMI77'EDq�yylp 4.1�, �- PROPOSED 1 PROPOSED TWO STORY i t 1 O TEST $�{ EACCESS PgTAI ��; COVERED LANAI I DWELLING ON SLAB I LI I �C�� O �' HOLE X 4.2+• W v `° `� `�' �' i "' �' '� �+ 8LAWN AREA / (3 PROPOSED BEDS) Z \ �W W W W •U W Y 1 ,L Y .V Y .L Pr w y 1ST FL=3,325 SF .I O W o y W y y i u AREA TO RETURN TO .r` o o PROPOSED �1 �. I I ' d \ TOTAL LOT AREA= W TiV=8D COVERED ON 9 2ND FL=2,10D SF I 1 1 TA W 24,915.4 SF OR y NATURAL VEGETATION v FF EL=10.7 / . /i / M c UJI (-835 SF) y-�- B 'S GRADE PATIO 1 I I '24.5 I / } I+ y 0.572 ACRES y ' .k .X 4:7y 1 II PROPOSED { } I \ 1 '"X 4.7 'PROPOSED 12.0' / "�19.7///. 1 UNEOF 1 jl GARAGE 1 1; RIM=8.6 a) SILTFENC£ y`\ �^ 1 ^ I} GARAGE II I GF.EL=8.7 I y�O �-�� o �• 45y '---W } �' •,� .o y y y m y � ' "' TPe`-&4 I i Nli?i//i.22Y•/�. l} I r L �, 1 } \ Liy v \ •`` .v .v .W W W �y�y w Sire`-4.5 T10AL WETLANDS BOUNDARY A_+4.Om- - C< - \ r I o v AS FLAGGED BY SOUTHOID _ ` TOWN TRUSTEES Sept 2019 \M �(T Lf ts�•}yam L W L .6 tlr W Y. W I w U, $$..�•� 'V''� � \ y W W Y, •Y W \\ I X 5.5 \ \ X 2.8 S 41'39'30" DWELLING } } _ 20. Tw=8.0 ,/ 17 TW=8.o PUBLIC WATER }} \ \' BW=8.0 \ 5o NON _ BUFFER APFW/M UNDER rBYS EC BW-4.4 } PROPOSED5 HIGH i e PERMIT NO. 1-47 PROPOSED CONC PRIVACY WALL PROPOSED WATER \ 3�44Et>�JtXr 1t FEMA FLOOD PAD FOR 01 SERVICE FEMA FLOOD z \ ZONE AE (EL.6) EQUIPMENT FEMA FLOOD PROPOSED PROPOSED I ZONE X y GRAVEL DRIVEWAY UNDERGROUND 1 h'�1 y 3 0 12 o PROPOSED ZONED ELECTRIC IRRIGA00N g "LI y _ DRYWELL(TYP-3) PROPOSED CONCRETE WELLO \ RETAINING WALL SITE PLAN iA DRD E ; NEIGHBORING RESIDENCE =� e SCALE:1"=30' I .� PROJECT 0 15 30 LOCATION C/) NOTES: 1. ALL PROPOSED SANITARY LINES TO BE 4'0 SDR35 PVC PIPE LOCATION MAP UNLESS SPECIFIED OTHERWISE. 2. NO NEIGHBORING PUBLIC WATER SUPPLY WELLS WITHIN 150 FT OF THE PROPOSED SANITARY SYSTEM. PROJECT INFORMATION a - -' f.. P •. Z O 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. - 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE EXIST.GRD-10.0 PROPERTY OWNER: CHULA VISTA HOMES LLC Q'o Z AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. - 375 DEPOT ROAD DARKBROr1uT0 HUNTINGTON STATION,NY 11971 _ -r 0.0'-1.0' LOAM CL - 0 ZONING: R-40 r ) O O c PALE BR04fiN F14E ; [ W V U TO OOURSE SAhLD M TOTAL LOT AREA: 24,916.4 SF OR 0.572 ACRES ;? ;/ Y O�N WATER IN BR45148N TOTAL WE AREA: 1,814 SF 1 ), Z OLL 3.0'4,0 FAT CLAY ?AL ., = HIGH EST EXPECTED LOT COVERAGE a� WATER IN LIGHT BROWN No, EL.2.5I- w 4.0'-B.3' SP o COURSE AREA PERCENTAGE DESCRIPTION z WATER GROUNDWATER EL.1.7 ADJACENT AREA(UPLAND) 23,101SF 100% ' BORING BY:MCDONALD GEO SCIENCE MAX ALLOWABLE COVERAGE 4.620.2 SF 201/4 4 ° •' a v �� 82•17.0' WATER IN BROWN SP TAKEN ON:APRIL24,2018 �. � ),II '•< F1r4ESAND PROPOSED COVERAGEILL PROPOSED HOUSE 3,325 SF 14.39°h O NOTES: f ', �f s¢ GROUNDWATER ENCOUNTERED AT 8.3'BELOW GRADE. PROPOSED LANAI&PATIO 557 SF 2,41% W TEST BORING HOLE PROPOSED COVERED PORCH 32SF 0.14% LLl m 3 = {, 1 N.T.S. TOTALPROPOSED COVERAGE 31914SF 18.941/6 '' �`y-�''"' ---,^- a •s�- � - � - - SURVEY OF: PROPERTY LOCATED AT BAYVIEW LAND N/F LOT No. 56 AS SHOWN ON \ PHYLLIS R MAP OF CEDAR BEACH PARK MAUS FILED: DECEMBER 20. 1927: FILE No. 90 1zm VACANT TOWN OF SOUTHOLD \ / SUFFOLK COUNTY. NEW YORK POLE,%I' / S.C.T.M. # 1000-90-3-4 �6A� m \ / LAND N/F AREA = 24.915 SF. S 28°11'00"E PAUL ILMAN SCALE: 1"=40' RFSlo��c 42.74' ''~ < RESIDENCE NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD S 60°20'30"E m® IF ANY. NOT SHOWN ARE NOT GUARANTEED. 9 gym? +TEST 63.00' HOLE ELEVATIONS REFER TO 1988 NAVO ELEVATIONS SHOWN THUS +++ Ro,� PIPE �� \ C9~O O be 6 HELL tK a• 39 ah hp 'y TIDAL WETLANDS BOUNDARY ° �� AS FLAGGED BY N 27 4 4 5 5 W 9 SOUTHOLD TOWN TRUSTEES 0�. 16.7 2' a? lay i TEST HOLE DATA N 62°50'42"W �_ (NOT TO SCALEI BY: MCDONALD GEO SCIENCE 3 8.6 2' O Z 4/24/2010 UNAUTHOF SECTIONE7 9 OF THE NEW YORK STTATE EDUCATION SURV EY y. A VIOLATION N 8 7°0 2'0 3"W S 7 3°12'5 3"W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 3 8.6 7' OL 1 DARK BROWN LOAM OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 3 6.4 7 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO SM THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO PALE BROWN FINE THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION 3 TO COARSE SAND LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. ML GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL STILL W A T E R INSTITUTIONS OR SUBSEGUENT OWNERS. 4' LAKE SP BROWN FINE SAND SURVEYED BY: •• 8.3• PAUL BARYLSKI LAND SURVEYING SP WATER IN BROWN PATCHOGUE NY 11772 17' FINE SAND PHONE 631-294-6985 FAX 631-627-3186 COMMENTS: WATER ENCOUNTERED 8.3'BELOW SURFACE PALILBARYLSKI®YAHOO.COM 3773 SEPTEMBER 13. 2019 JdD 8899 TirnbSuBonita Spri(239)-4 All construction shall be in accordance with the 20181.R.C.and applicable local jurisdiction amendments, Written dimensions on these drawinggs have precedence over scale dimensions.Contractors shall verify and be responsible for all dimensions and condltions of the lob. SFD shall be notified In wdting of any variations or dis=pncles from the dimensions,cond'Nons and s eGfications shown ssgg(tress drawls s co LLJ o¢ V E a^ Z M �i 5 z w Z r I 'I I II11p ll GI n g )� 7R 4 �$ I'i III U r In I il, V9 Ili P� >wQ CD f: a If @II il9 Htn (4, is girCD =a"=- Z s g O f u h I' d. Ifl l �I Al a 2� iii G; a�z F- t LL 0 poi; W d �za � n � W - _ - =yaw= a ��� z 0 �- W w o O { X _jCr N :OEX cow 0�00 � � w N o CD CX � o LLJ C- NSe 0 Ln U0 Revisions No. Date DRAWING LIST 1 2 3 A-1- COVER SHEET 4 A-2-SLAB PLAN Drawn By: J,E, A-3- FIRST FLOOR NOTES PLAN Plan No; 52-3730-S A-4- FIRST FLOOR DIMENSION PLAN Date: 3-24-2025 A-5- SECOND FLOOR NOTES PLAN couma micw awa snro Famo ap A-6- SECOND FLOOR DIMENSION PLAN A-7- FIRST FLOOR ELECTRICAL PLAN A-8-SECOND FLOOR ELECTRICAL PLAN A-9- FRONT AND RIGHT SIDE ELEVATION A-10-REAR AND LEFT SIDE ELEVATION A-11-ROOF PLAN A-12-BUILDING SECTION AND WALL SECTIONS A-13-DOOR&WINDOW SCHEDULES SHEET COVER SHEET A-1 CONSTRUCTION SET M'4 iNOTE: � ALL STRUCTURAL ASPECTS OF THIS PLAN ARE P-4• 11'4 tPa 7P4 S•T Sa` 5-2• s4 18d' DESIGNED FOR A SPECIFIC SITE FOR WHICHTHIS k ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT 1P-0' 1Ta IS NECESSARY FOR THE BUYER OF THIS PLAN TO T HIRE AN ARCHITECT OR STRUCTURAL ENGINEER lBonfta 9TimberwildeDr. LICENSED IN THE STATE WHICH THE PLAN IS TO BE $Ulte 2 CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN Springs, DRAWINGS AND ADDRESS AND SPECIFY AIL p• 9s,FL 34135 f STRUCTURAL ASPECTS AND COMPONENTS, (239)-431-1818 W CLl1DING BUT NOT LIMITED TO,COLUMNS, FOUNDATIONS,CONNECTIONS,AND THICKNESS,REQUIRED FOR PERMIT AND All construction shall be In CONSTRUCTION OF THESE PLANS.THE CERTIFIED accordance With the [,POOLEQUIPMENTPA ¢ N STRUCTURAL DRAWINGS ARE TO ACCOMPANY THIS 20181.R.C.and applicable ¢ PQ ® vnNE - „ PLAN DURING CONSTRUCnON AND OTHER USES. IDCeI JUTIsdICtiOn M xa Duel rb< amendments. Written dimensions on these NOTE: dr4Win�s have precedence over ALL STAIR RISERS,TREADS,BEAM HEIGHTS,AND H ❑ I I PROVIDE WATERY, HSIONSCOORDIN verifNTHy and be respon Contractors b�all III a § ;o Bl�_J ENGEINEEREO DRAWINGS ANY DISCREPANCIES dimensions and Conditions of NeJob. sI K LINE W/VALVE SHALL BE BROUGHT TO THE ATTENTION OF SOUTH SFD shell be notified In wr I.. w G FORICE MAI�R Tf vadallons or disuueeppenCleS from the �.T ao dimensions candltbnsand STRUCTURAL RAv�R FLORIDA DESIGN FOR REVIEW PRIOR TO dimensions, wdW and d2wings.` COLl1MN,GEE JICRO - CONSTRUCTION. STRUCTURAL DRAWINGS ¢ SLOPE W ISLAND ® ® TREADS AND RISERS MAY VARY DUE TO FIELDCDITIONS.BUILDER TO VERIFY ALL EXTERIOR *�m NOTE: ¢4 STAIRCOOKiOP WINOW R WITH SITE CONDITIONS BEFORE TART OF m VERJFYCONC.SIAS m f LANAI FW.-0LR P-1P 1T�' CONSTRUCTION z¢ �g ELEVATION,MAY VARY BASED ON FWISH TO BE SELECTED 13.-0. 4 ¢~ b FOUNDATION TO BE ENGINEERED R:PQ ISLAND D'Jl. <Vr ~ _E N STRUCTURAL FIN.FL OR I I ¢ z Z .€ a T [ COLUMMSEE PROVIDE --- ____- 5-r cz L.7 � STRUCTURAL 'rq^ DRAWINGS STRUCTURAL RECESS PER --------- is Z r { MF COLUMN,BEE § STRUCTURAL ��`�� 6.1P 1PJ` b oQ w & E DRAWINGS PRONDEINSLAB NOTE: F J by d CONDUIT FOR ELECTRIC VERIFYCCNOSLAB G W J O E'") a k O SERVICE TO ISLAND fa 9-V ELEVATION,MAYVARYBASEO g ,g7 _ PQ 1P4 ON FINISH TO BE SELECTED CODg arz o �te0 era FLOOR OUTLET FLOOR OUTLET § z_> = TO BE LOCATED TO BE LOCATED IN THE RED WTHEFIELD G¢ C m r� E C EL YFIN.F1.R T„ C,o o Lyaj 3 8 B iL' NOTE a:P4 4 4$ d' kp Dy Oi W SEE STRUCTURAL ENGINEERS FIN.ROIXt Z AL W DRAWINGS FOR ALL STRUCTUR $$$ DETAILS AND INFORMATION.. o SLOPE PROVIDE RECESS P-0. G` REINFORCEMENT IN WALLS TO BE PER MFG.SPECS. Z¢w— d F $9 J PRONGED BV STRUCTURAL Y ERGINEER 2--RISERS M _..._. _.._....._.__.. h BUILDERTOVERIFYRECEBB SLOPE ENDS DIMENSIONS FOR EXTERIOR H DESIGN BY OTHERS PCOLOECKFIN.FLR DOORS W/MANUFACTURER PQ s'4 POOL&POOL DECK i• 4 RECSUDESS GLASS DOOR NOTE: w ~ Q% PA'ELEV.IS EQUAL TO FIMSHED 7Ly/ REQUIREED FLOODS AND DVATON P-2' LL J Z HOLE: W O . VER FV CONC.SLAB ELEVATION, Y ,^ O = l.A..l O MAY VARY BASED ON FINISH TO W 11'-1P I I BE SELELTEO > s i N cr ¢ I z Z: II ? O Q LrJ Z II O ix LL. Q I STRUCTURAL PROVIDE II 's RECESSPE h NCOLUMNSEE W QSTRUCTURAL MFG. PECS. 3 II DRAWN 31.-0. SLOPES, M L Y O i delkjZ Q B-7 � �^ V-V 1PC 13 ® y J II M ¢ O O RECESS 1 1/r @ - Ill V) G\SLOPE SLIDING GLASS DOOR SEE MANUFACTURER EL:-04. 17a Si` SPECS FOR TUB - ' " 4'-S DETAILS AND __�._ _,-...._....-. ORNN LOCATION, ¢ I'-1P 1,i-T __ r 7 Revislons a:a4 - ——— FIN.LO 4-RISER 1 SLOPES Z'FR I¢" w LANAI FIN.FLA ti SLOPE _ TO FRONT -1 R No, Date 'cal 3-li'T ERS ADS r 2-11'TREADS d Y W ¢ VTHICKFIJED /1 \/ I I I 2 q�0 SLAB 1 DRAN0 rq- ._A h ! ¢ SLOPE�� 3 4 SHOWER HRN HELD I ! 8..4.1P ABOVE R QU�[RED FLOOD TOBEATOR 4 oa S.H.AND CONT. c GE N. z z ELEVATION 3Ta 7a � o L DON- J s Plan No:Drawn yG2 3730-S PROVIDE RECESS ¢ _---\SLOPE ,tH H ; N N �PER MFG.SPECS. Date: 3-24-2025 CW✓FOFNIW.CD'IR4kr Sau?,IbUr PrOyI.HG f Auwi ID:fl.V�LL' M^v'Mwkl.nu.tu -.&- � NAxARV�R�VFeP.gDMJ STRUCTURAL "' -'�roJ 8x ^STRUCTURAL nncwsaor�w:.rmrmnan�o+n Nn..L, 1 COLUMN.SEE sn,mmenx`nwma*nawnn�mer• g oualewormnoam l 7'2' rRIGER A1CWS AlC A2 a A/C 41 14.8' STRUCTURAL +w u+ius .mr<YAxnrwowr..a STRCOLUCTURAL 1 s DRAWINGS Coe " nl+o-rwia#w•eu�x. i STRUCTURAL DRAWINGS 76J '-0' r���+R arm-wr•.�e+reumsn K 11'4 ' rI9�rtvJ4V V V.s*JPO �iprs 3T V,i54Jm 1�!1aR M''riWM!�4.)W y PA<rrarRiR•f u?A iSti{1'>nT.�Wsi�MRM€ 1'4 tt'APNIVW xva+W pt;NMx NN.M�XT 174 19a 2P-2' Prr1W'PNfr�IWN4MTCiF.ST1Ye Nk[{ 47b• #ei,4a•J�Ht.45ixx.CeS�➢?AIJ✓N_v S'>v I wM:'a•A�r%m-M v.IR Y.nS'IB it ru w.. We A/C EQUIPMENT TO BE AT OR ABOVE S HIGH u I REQUIRED FLOOD ELEVATION PRIVACY WALL SHEET i SLAB PLAN IIIIIII,r� SCALE:1/4'-1'-0' CONIMUCTI.ON RIB' i AREA SUMMARY FT,,m'bb, Ida Dr. ite 2 FIRST FLOOR Bonita Springs, FL 34135 MAIN LIVING A/C 2523 S.F. -' (239)-4 31-1 818 COVERED ENTRY 31 S.F. All construction stlall be in GARAGE 768S.F. accordance with title 2018 I.R.C.and applicable COVERED LANAI 556 S.F. local jurisdiction amendments. SECOND FLOOR Wdttendimensi One on these drawings have precedence over LIVING A/C 1204S.F, style d�menslon%C;onlOactors shall { YerltyalldberesponsibXetorall k POOL EOIAPMENrPaD ". job TOTAL A/C 3727 S.F. BFo She 111 bee'nou ed to ans of the t any M 129 ,32 wrldng of any.: 7zB 1r 30 tat GRAND TOTAL 5082 S.F. dlmenldons ancit�onstf0mthe O.H CAB D� ox CAB OH.CAB 6 FlCOTDfiS Shown hese drawl a. ------ PPE ---- .._-._ . . 3 i--_ � NN �� CABINET cl SIRUCNWL WLUNN. =o I COFFEE MA%ER ABOVE SW NOTE: NOTE: p GENERAL CONTRACTOR! I6 RESPONSIBLE ALL STRUCTURAL ASPECTS OF THIS PLAN ARE ym n f m SEE STRUCTURAL r -1 1Td.G 1" 101 TO ENSURE THAT ALUM.SCREEN ENCLOSURE DESIGNED FOR A q CH THIS DRAWINGS ®� I I ' —— — — O MEETSORE%CEEDS THE RESIDENTIAL SUMMING ORIGPIAL PLAN WASECONISTRUCTED.C SITE FOR eERE OR IT zJ _ U0.- � � 11'•10' 3'-0' 1� POOL SAFETY ACT a $g 103 IS NECESSARY FOR THE BUYER OF THIS PLAN To 3 j 0 O cwl I��/I HIRE AN ARCHITECT OR STRUCTURAL ENGINEER y� LICENSEDINTHE STATE WHICHTHE PLAN ISTER STRUCTURAL COLUMN, - L J I I STRUCTURAL COLUMN,SEE CONSTRUCTED TO PROVIDE STRUCRIRPL DESIGN o y r� sEEsmucruRu I S R CTURPI BEPN, KITCHEN y STRUCTURAL DRAWINGS F- " NOTE: DRAWINGS AND ADDRESS AND SPECIFY Qv�i I- DRAWNGS I UR�AW�INUGS CTURAL -� I DINING I 70J ELECTRICAL CONTRACTOR AND OR SECURITY STRUCTURAL ASPECTS AND COMPONENTS, »- SUMMER I 1TCLCL I 05 SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDING BUT NOT LIMITED TO.COLUMNS, IN t t n FOUNDATIONS,CONNECTIONS,AND WALL gg G\SLOPE 36'H.ISLPND ® ® 184"X 12-8 106 ENSURE THAT ALL DOORS AND WINDOWS Z a PROVIDING DIRECT ACCESS FROM THE HOME TO THICKNESS,REQUIRED FOR PERMIT AND Nj i;_AA 000%TOP Wt N000 I CONSTRUCTION OF THESE PLANS.THE CERTIFIED o E a LL THE POOL WILL BE EQUIPPED WRH AN E70T ALARM z LANAI�IN.FLR� KITCHEN THAT HAS A MINIMUM SOUND PRESSURE RATING OF STRUCRIRAL DRAWINGS ARE TO ACCOMPANY THIS o w r I COVERED a:ar � � � � _W z � � s PLAN DURING CONSTRUCTION AND OTHER USES. pp B„�1C1�� LANAI 18'4"X 17'0" ———— — BS DECIBELS AT 10 FEET u B! 5 k c) SRAWNGICTURR. I r U�O ABOVE � �� �� 72CLG. 12 CLO. a DRAWINGS ABOVE.TYP.- 72 CIA. fl:P-0' D.W. W 3EH. ------ -------- n v+ Z c s S O 108 FlN.FLODR I I - STRUCTURAL COLUMN.SEE NOTE: O a s 1 1,1 1,a `-BTR110tURA1 DPAYAN65 ALL WINDOWS AND DOORS TO BE BY SELECTS STRUCTURAL COLUMN, 725 L-J I ,10 BY OWNER SEE BUILDER FOR MALLS) L h Q SEE STRUCTURAL _ 126 tt'CtG. COORDINATION OF CONSTRUCTION,INCLUDING p a s DRAYANGS A-10 --------- - ---------J ,73 11a OF SLIELD OPE CCOONDmONIS,IS THE RESPOONNSIBILITY OF THE o or j r/� LINE OF FLOOR / b STRIICTURAI COLUNN,S� CONTRACTOR.ANY DISCREPANCIES SHALL BE ? or I gp I v, _ ABOVE,TIFF.- 21'8'OLO. 2,g GG. 11g 17B STRUCTURAL DRAWINGS BROUGHT TO THE ATTENT70N OF THE DESIGN FIRM �oo g a r PRIOR TO START OF CONSTRUCTION. a I -- -._--- - wJz� Z'� � d z E_ 117 0Lu S STRUCTURAL SEESTRUCTURALUNN, <w3 I I I ,1B DRAWINGS DRAWINGS I I I ... ---- -I .. .._ F y -- - zt�cLG- -- I • FMFiYFIN.FLR 107 I I FIN.FLOOR—FOYE YIbT b— I _ NTRY 1 w 0 D zW O YGREAT ROOM zraG I 2TCLG SLOPE�� ,-IYTREAD = W t u t ■ DESIGN BY OTHERS POOL DE I I 24 4 X 21 0' I `TARR Tal—TO WRPE%Un, — ————— I y `f > POOL 8■POOL DECK I I VnNlecaed r -.- = O ¢ w — =- 3GNITW - Z w UP _ FLATFLAT W ING In T'a'9 AF.f - d(-' tOP --ROD dSXSIfI "' I I I I I I- --.• ••- M Q � Y N U z Q = I I� it•cLG -. I I I I I I I I I ,zD ,z, �,/ Ln I I s I. L-LJ L-L_ .. O p I i I L.n V) /� R y 106 FLAT OPENING B. ODBSIARF of W, C I ----� ' 11'CLO. O 111 I I 124 T(Sfs@10A'�f trt�La. �I ,tzR>a. I r 1,D I AUNDRY SLOPE,— I Revisions STRUCTURAL SERA 105 113 ` ' 1P 410, i I,y ® e'HO00 FRAME WALLI SEESTRUCTURA1 I l8 1z CIB. WIR-IBMSUTATION I No. Date DRAWINGS 3 .� _ p O 115 L- lie RODfl SHELF J 109 L - I I 1 —————— 4 a2'HIGHWNEE :;y [iP,.4? 6cCL0.4 O.N.GAB O,h.om I 2 SIRUCTURALCOUMN. /\SLOPE ,2CLG. UNABOYE.OTD'P I v+ul.w,raAP. ASTE. a3 - - DSEE RA STRUCTURAL I g VRISER 3 f— —'———— --�' c sNowER 11d � c. �i2s cLc. I DPAWINos O ENCLOSURE O I BATH I I W%R•13R,BUlAnCN 3 CAR GARAGE 4 d•WOW FRAME YULL.ti 1Jt8'SOUO WNS DOOR GARAGE 10d I I I PBOVE� �■; ite•CLO. &LIVINGAREI I v \ a:a� yJ yF9i FCOTR t ■r t 4 Y' SEES�LTHBMEAM, I LAN 1F-FIN.FLTLY � I I H. I jai. I I I I I � SLOP—�.�,,, Z:t`1'RTR�B 21 8 /X 39 2" � � ,DZ Drawn B �.E. I DRAWINGS MASTER EL:-ni" I "' ° I LIKEOFFLOOR .J d1L5 Plan No: G2-3730-S COVERED sHD R A I ABOYE,Tm,_ F--------------- 9+ ' SUITE b I T, I � a'Y+� I� I I 11 Date, 3-24-2025 LANAI \/ ?� ra' �WALLWR,13 I ar HsA.sNEAaArm acDx .ca I L YFC9L s,A I I ,, IL Y0.IS:-f1cT ION SLOPE1rCLG v 1 I 17CLG. 18'8"X 14'8" 0FlNN. Havr +2BcD R.R. 10L(ig IYH,PPDlOBEa70R:BONE ���WLUMN, RBIED FLOOD ELEVATION R _ _ South Flo rida Design, INC. DRAWNGS ul - ©COPYRIGHT 20161 ncown,Fm°orviL�,n¢.-,-nLv�o.mova ®Fr,wq■u�o m■o,"+aw^n nrtau,Fw+.w.r,..euw',�.�vw.Doo..0°�ussn.y. s m.°.e ,ELECTRIC •u.n or.n n' 123 t22 I i PArd11s STRUCTURAL COLUMN. SEE STRUCTURAL IF".F.4'70'%7S OPFIaNG, 103 PPoSER �" ELECTRIC DRAWINGS TOP� EMUSHEET S HIGH PRIVACY WALL AOVEREOBEAT OR 1st FLOOR NOTED PLAN ,A-3 ABOVE REOUONED FLOOD ELEVATION SCALE:1N's t'•0• ' CONSTRUCTION SEr s1'-0 P1899qTi.befvwi11d.Dr P� rrr 1Ps X-v s-r OW s'-z r4 13V• Bonita Springs,FL 34135 (239)431-1818 All construction shall be In accordance with the 5 2018I.R.C.and applicable local jurisdiction amendments. Written dimensions on these drawings hamensi n&Coence over a , scale dimensions.Contractors shall q 1 I� verify and be responsibleondhforall t dimensions and conditions oft ob. Yt b 5 SFD shall be notlfled in wdtlng of eny Y Variations or discrepancies fmm the dimensions,mr .'a end yy 4 b z a �F q O CO o tD � u ~ l ---� s------ . _ �} z a CO LO a�� N > to-IV�12 _ yw t I 2P-0' 1'-0' — —6.101 —_ __ _— _— _ _1Z4'— LO 17J• " ,ti. "'w v 9 pp z O 21'g LL �« JX- - -- zP /'ir Coo W g &a g x w a rn g 9 q s zlaw a_ J 1 IZ-V q ON / 211P 8 sr s-0 LJJ O J E Z O = ILL CD Cc3 > L s --- - ------- --,� -- J s !'-fi' 14' I I: -0' I I - 6 J' 9'-0' 6.9• (V Q s 3 b m l LLJ i I-ire y o u Lu z Fi O tL 0 - - - r: 4 M W -j w -,, LL Q l7 Y O 174• 12w• ra•- `§" w i'j ----� '+ f,VVr'1 CD----- v - ----1- - Ln to 17-a „ Revisions 211P 'i i, Z-Z — Y-0•. Xi'-10' q z No. Date 4 11'6' m 19'0 2 �iil :v 3 _ e 4 - -- M i I I- l_- - z, z-0• Drawn By: J.E. - �'__ Plan No: G2-3730 S F South Florida Design,INC. Date: 3-24-2025 ----- 4 H vv 4 3 cartmmueeattagrt�s Mmm aau�oesgvwc - ��:¢u�V�®oimpN,mias:a�a�:s.ouwef` F n4• n.::c��mcavwa"'m.�u"`.a.P� 1 64' g-r f8' S-Z 3Tr xwn I 14• P / 17-V 17.6 22r 4zrIRK- - SHEET 1 st FLOOR DIMENSION PLAN A-4 SCALE: 1/4° I - CONSTRUCTION SET NOTE: I GENERAL CONTRACTOR/BUILDER IS RESPONSIBLE TO ENSURE THAT ALUM.SCREEN ENCLOSURE MEETS OR EXCEEDS THE RESIDENTIAL SWIMMING POOLSAFETYACT 1 1 8899 Tim !ilde Dr. NOTE: Suite 2 ELECTRICAL CONTRACTOR AND OR SECURITY SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO Bonita Springs,FL 34135 ENSURE THAT ALL DOORS AND WINDOWS (239)-431-1818 PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF All construction shall be In 85 DECIBELSAT IO FEET accordance With the 2018 I.R.C.and applicable local Jurisdiction amendments. NOTE: Written dimensions on these __________ ALL WINDOWS AND DOORS TO BE BY SELECTED dreW(ngs have precedence over -------------------------I r BY OWNER(SEE BUILDER FOR DETAILS) scale dimensions.Contractors shall ver©COPYRIGHT2016, L_ J L— COORDINATION OF CONSTRUCTION.INCLUDING dImeennsandd be ponillosible tOfal I VERIFICATION OF DIMENSIONS&FIELD dimensions and condIn ns of Ne oh. I —--- ------1 SFD shell be notified In vrtlBng of any CONDITIONS,IS THE RESPONSIBILITY OF THE _____________ I South Florida Design,INC. I CONTRACTOR.ANY DISCREPANCIES SHALL BE dimensions,cations or saeonsan from the r I dimensions,conditions and BROUGHT TO THE I I I PRIOR O START OF C NSTRUCTION.TION OF THE DESIGN FIRM spedfleations shown Ness drawin s. J I I NOTE: m $ I I ASPECTS OF THIS I I DES DESIGNED O STRUCTURAL PECI C SITE FFOR WHICH THIS I I ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT 3? s s.1i O I I I IS NECESSARY FOR THE BUYER OF THIS PLAN TO 5 I I I HIRE ANARCHITECT OR STRUCTURAL ENGINEER o� w g M STRUCTURAL COLUMN. LICENSED IN THE STATE WHICH THE PLAN IS TO BE AREA SUMMARY Wig " 1� SEE STRUCNAAL I CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN a Ti (� STRUCRJRAL DRAWINGS I DRAWINGS AND ADDRESS AND SPECIFY ALL �Y I COLUMN SEE 2r� I STRUCTURAL ASPECTSAND COMPONENTS, FIRST FLOOR ¢< (V STRUCTURAL STRUCTURAL 254 255 258 I INCLUDING BUT NOT LIMBED TO,COLUMNS, f-z 11 COLUMN,SEE DRAWINGS 253 257 FOUNDATIONS,CONNECTIONS,AND WALL MAIN LIVING A/C 2523 S.F. ? a s p V THICKNESS,REQUIRED FOR PERMIT AND Et o N 8 a r I STRUCTURAWNRAL ICONSTRUCTION OF THESE PLANS.THE CERTIFIED COVERED ENTRY 81 S.F. _W z STRUCTURAL CONSTRUCTION TO AND OTHER US THIS GARAGE 768 S.F. 5 S `-' 8 Ln I PLAN DURING CONSTRUCTION AND OTHER USES. o W i C3 3`O I I gas 2s, COVERED LANAI 556 S.F. a W< o STRUCTURAL COLUMN, I Bit 250 252 'WIC CHASE 201 202 SEE STRUCTURAL n 6 Z I SEE STRUCTURAL 2 W. Q O SEE STRUCTURAL _ _ _ DRAWiNGs SECOND FLOOR Z 9 g g S O DRAWNGS LIVING A/C 1204 S.F. _ o £ 19 zae b L_---_—_— ------ — — ———I 2032� TMATCH WALLBELOW STRUC,URAL COLUI.47. 2W2 sEE STRUCNRPL TOTAL A/C 3727 S.F. o o DRawWcs GRAND TOTAL 5082 S.F. moo w e� 245LU I a d@ LU 241 I �? 205 z Td Z @ � 222 Z STRUCTURAL COLUNW, 3'-0' 16�' Zia w? J fi 88gg U SEE STRUCTURAL 4'8 Tire 1'd' d g DRAMNGs 242 243 O — r— FOYER 6 I F- IT BELOW GREAT ROOM L- -- -- ---- LLI o za,zao BELOW —Vr0YTE: `� 207 J z `L 237&I•ROORTOR10'TWi Mi W O z7rv,s•wsas.w,vTr�Aos � _ tZ N1MTN05NG& STRUC7URALCCLUMN, Ito CD CTURAL `W COLUMN, 38'HIGH 2,0 DRAWINSEE GS X / >• SDEE STRUCTURAL O J MMIDRNL T09 N J DRAWINGS 239 — —— 208 STRUCLUMN.TURAL 'A — C3 3 b SEE STRUCTURALCOLUMN,SEE SCE• �+ O Q lit W STRUCTURALDRAMNGS DRAWINGS z 3s•wcx 211 O � Ll.. O 218 218 STRUCTURAL COLUMN, M W GU DOWN 212 213 214 215 217 SEESTRUCTURAL 1- � � w O - FRAME WALLS FURRED OUT LOFT --DRAWINGS, M Q '� Y O TO MATCH WALL BELOW IPCLG. 219 I N V Z Q .__ RODBSHELF WHIWALL GHAII 16CLG. H 220 I I"— MHTEMP.�HOWFR IAFIU3WATTIC 1UCLG aril in LlG ENCLOSURE ABOVE L----J AC OWE I I 222 I O o I 221 N sl 208 211 .n LINEN Ws. ROD&SHELF I STUDY I sTnucruRALI O z � I I---� � ft'Q0. " COLUMN,SEEI - ' ------------------------------------- 207 I°CLG. ® O , ay STRUCNRAII j IL 1,I Ib 201 12'0' X 12'0 �3oRAwWGs i Revisions K NV.I.0 $ I z3e zoa z� ea• z.o• I No. Date 205 1 • 203 N rcLG. I 209 10 CLG. 4 I 2 BEDROOM#3 F, 3 z37 Q- BATH#2 I I 4 I 11'6 13'0" m � IVCLG• 204 BEDRO #2 j Drawn By, J.E. zro �-I BU ' I a•cuRe � a „'d :' I �� M. RaN Plan No. G2-3730-S j s3s za I 14 6' X. 3 0 I z-0 zz4 zzs I Dale: 3-24-2025 S.N. I / G\ a a (u1 a: i coramerrw co��cNr�egma.�,.Nc. I EC41ESS I I O 234 O z3z I N tacla. I �°" L----------------------------------------- -------- �..a 231 230 229 228 SHEET 2nd FLOOR NOTED PLAN A-5 SCALE:1/4'=1.0' CONSTRUCTION SET 8899 Timberwilde Dr. Suite 2 Bonita Springs,FL 34135 (239)-431-1818 All construction shall be In accordance with the 2018 I.R.C.and applicable local Jurisdiction amendments. _ Written dimensions on these ____________________ ____———___ r -1 � l drawings have pn;oedence over ©COPYRIGHT 2016 I I I scele dimereires-CanUacorrall shall I 1 L— L____ verilyand 6e doonillonble toft South Florida Design INC. —� dimensionsandcodinonsogthfjob I SFOvariations shall or ism ncise In writing n an I I dimensions.owdm n o d ii _J I specifications shown thesedravA s. I I I I zae O I sT3 I a r g M Wa jtr-0' sa a-z I sa a CO j &W a'� as r•r j =a z .a Is CV No to v oxin as sgk C o� w Jo QegsLL ¢<i o U Z. la I I � I I i Lu p LU O Z Y I. .4-z cO = W CD 7b t,g, 4 N L J b Q Q a-, >- 4 b y f a 1s'-r 4 Z 2Sfi 4 14'i' 4'1P $ CD ix LL- M �• w N C J W J LYo L bu ti I O f _ CD � I Ln N 9 i I r 4Sd 3'g; 9�� Sfi 3'•P' �j 1S•10' i 1J u I Revisions I F q i z-10 I No. Date I b ti v I Sig Drawn By: I.E. Plan No: 152-3730-S I M za \ ! -- - -- 1s4" I Date: 3-24-2025 5-10';` i \ .•i�1P •..�� I I I CIX6taEx1101.eePYwCM 6:LT Fb40a0edq�l4C e�,®.n'iam'�n�iiara�ivem�xcswm®�v I — _._. _.__ _. ._._ ._.._ __ i $ ww..or•-.wewuw+uavercwo:�t I I I I L————————————————————————————- ————— J S3' P(r 4'•71' 4-10, 7-9' S1• 3V 34• 27.101 1'S4° 12d' SHEET 2nd FLOOR DIMENSION PLAN A-6 SCALE:124•=1'•P' CONSTRUCTION SET ELECTRICAL LEGEND CEILING FAN l t �^ 8899 Timberxilde Dr. I\ull 24• Suite 2 FLUOORERE SCENT FI%. 1. Bonita Springs,FL 34135 FLUORESCENT FIX. 1 (239}431-1818 II FLUOR G I LED STAIR LIGHT ELECTRICAL CONTRACTOR All construction shall be in UNDERCOUNTER accordance with the TO PROVIDE ELECTRIC FOR ® LIGHT POOL EQUIPMENT 2018 I.R.C.and---------- BASE CABINET local jurisdictionapplicable FOOT LIGHTING amendments. 0 0 0 0 o BAR/SCONC WrittenPOOL EQUIPMENT PAD "--_ dmwln dimensp es on these LIGHTING ,,�XIrD drawings have precedence over CFI-- Gfl---CFI- dM � pyEy - (�-°°-yI (�'I�J� -�-:.- LED ROPE LIGHTING sple dlmenslOnS.Contractors Shall --- 1.,.. - verify and be responsible for all O H•99 RECESS dimenslons and conditions of the Job.1 ro 2na FLooR SFD shall be notified in willing of any t- , i-�R\ /�R� I LIGHTING ® RECESSED vadaCons or dlsCreEYE 13ALL parele6(mmihe / -_ / _ ELECTRICAL CONTRACTOR— — -- — — �{ / dimensions,conditions and U.tNI�F / TO PROVIDE(1)iLIGHTB RECESS wP �❑wP�� t7„ spedficatons shown these drawin s. / SWITCH 8(1)120S OUTLET LIGHTING BY ATTIC ACCESS - 4•HEWS �• ` MI LRQ y J I 'I \ LIGHT IN SOFFIT 04• LIGHTING I CEILING MOUNTED a$ O LIGHT R OF[ ORKx �_�� III I HANGING LIGHT .za FIXTURE 1 ®�(D 4�1 O 71 WALLSCOCECOORFWIMOD IG LIGHT M � g SWITCH WALLING\ L� — — �— — GHT NTMOU �~ ~ co I ) BELOW GARBAGE �\ — \ I LIGHT IN SOFFIT SPOT LIGHTS W/ z Z 5- I CABS DISPOSAL \ SPOT LIGHTS HT W/ "a m g S ," I \ / OUTLET x I / ¢z � p \ ` `- �' / D.W. � a" O \ __ VY / ® PENDANT Nj Ln \� \ -- LIGHT 0 II I tl+,vcy� i EXHAUST FAN w 6 -"��_�_ / W/LIGHT wz b L g ---OUTLET AND o// // I, --- ® EXHAUST FAN i a� OVE Q _ GABLEAB t"i� _ -- — — — — — — — R \ fN TYP.SWITCH o a L — — FIREPLACE y \ W> II,, LIGHT IN DECO N wo DIMMER SWITCH z � s C) \I - o - — — — � �1 DETAIL \\ E9a 3-WAY SWITCH ono v m I ILL 4-WAY SWITCH J`s,o C3 V V I C3 nc VJ �aa / FLOOR OUTLET FLOOR LOCATED TO BE LOOCATED I ® AIR SW T TI TO CH / r INTHEFIELD IN THE FIELD SINGLE 110 =oo a t W a g- - - - - - - - � OUTLET g _ I ' I 1 UNDER COUNTER za: Z Z R 'wP / 1100._ JZLL J U SEE SHEET A-B(SECOND SEE SHEET A-8(SECOND I / LIGHT IN DECO. / FLOOR ELECTRICAL PLAN) FLOOR ELECTRICAL PLAN) \ 11000TLET DETAIL / FOR ELECTRICAL LIGHT I FOR ELECTRICAL LIGHT R HALF HOT DUPLEX / LAYOUT IN THIS AREA LAYOUT IN THIS AREA / I \ LIGHT IN DECO. 0 OUTLET TO 2nd FLOOR 22 I I LIGHTING I I DOOR DETAIL 220 OUTLET = c- .. ; I — — -.LIGHTING�R-_ -�m BELL OUBg DOOLU'EfL6TPLE% \ TO 2nd FLOOR 'G.F.I. 110G.F.LOULET LV Q r 110 G.F.I.W.P. Li J Z Y \ //TO FLOG W O / TO 2nd FLOOR FAN � �G F I. OUTLET /V NOTE: R LL» � ELECTRICAL CONTRACTOR I ,�_ /r \ A/C DISCONNECT 0 = O LIGHT a4 DECO. / — TO COORDINATE POOL L I L J R c O LIGHTING ANDCONTROL DETAIL / -\I — — — — — — — — \ % -a PUSHBUTTON J SYSTEM WITH BUILDER i /���-- -�- _ CABLET.V. iV 3 I PHONE POOL R N ----7SY.TE --l \ ( \ SMOKE O Q co Z \ LIGHT IN DEC.. �, \ LLJ CONTROL /' 1 _ I I DETAIL \ \ \PAN EL I RITY R I I �_nd�L�O \ s.o. DETECTOR LL• \ M I I gIGHiING I I \ M W CHINE L�_L-1 LL- "" - _ __ __—_ __ _ \ DOORCHIME �, WW-_` I \ DOOIS I I O JUNCTION BOX M Q L5 SEO DECO. / It I__--- / I STRUCTURED WIRE LIGHT IN DETAIL ® (2 COAX-2 CAT6) /N u Z Q CARBON MONXIDE �./ t./) J (DATA;PH;TV, Q Q Ii DETAILN DECO. (DATA;PH;N;ELEC.) Ln N 1 ELECTRICAL NOTES - - - -- - - ew Y 4V O.H.GARAGE ALL ELECTRIC TO BE IN ACCORDANCE WITH 2O20 NEC REVISIOnS I r- — — — — — — Gpl / OPENER I / ALL ELECTRICAL DEVICES AND FIXTURES IN ALL I /'� 1 _ No. Date / "�. �\ __ -L_ LNING OUARTER3 TO BE PROTECTED WITH AF.1. Q,` I I \\ ELECTRICAL CONTRACTOR i _-`� aREAKER 1 ��.� LL I I TO PROVIDE ELECTRIC FOR LIGHT IN DECO. -��I 1 \ \ �� I I I \ - AIR HANDLER 1 \\ DETAIL 2 VA V.P. V.P. \ 11...P TE MIRE FOR SECURITY SYSTEM AND INTERCOM 3 I V.P. I o \ �� , � \ 1 I I / ® ® ® \ i I 1 -\ 2.INSTALL RG a COAXIAL CABLE AND CAT-6 TWISTED I 1 I \\ / \ 1 ��/ 1 \ \ 5 w \ I I / / /I / �:3 n u' �� PA R WIRE(SEE BUILDER FOR DETAILS) 4 \\ I 3.SEE SMOKE DETECTOR AND POOL ALARM NOTES BELOW. Drawn By; J.E. I ` I — •� � �\ - \� ` /v / i / LOCATION TORTVAVERIF D OWNER WIRE TYPE AND e /IIG/_JI \ � NSFORNANDDATA Plan D; G2-3730- I `�/ it ELECTRICAL CONTRACTOR � ' _' LDCATIo Nate; 3-24-2025 TO PROVIDE ELECTRIC FOR ----��� �� LIGHT IN DECO. i g (_ — _ �� AIR HANDLER ELECTRIC) DETAIL W7 BATTERY B CKUP 801NTERCONNECTED.RED BY HOUSE ELECTRIC caNr wvrnl l r�+eu os nmc. — — — — — - �- -��/ PANEL INSTALLED IN EACH SLEEPING ROOM S IN HALL OR 10�""mwnemrwa...n au / IdO w�cav�`nw u�mrcxm¢aucvxn AREA IMMEDIATELY OUTSIDE EACH ROOM 8 AT I HIGHEST POINT OF EACH STORY OF RESIDENCE. \ P WI ELECTRIC �nY,n w. »mcnna»mn,vnmm METER ELECTRICAL CONTRACTOR AND OR SECURITY SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO AIC#3 A/C#1 ENSURE THAT ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO NI THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF n - ELECTRICAL CONTRACTOR TO 85 DECIBELS AT 10 FEET. PROVIDE ELECTRIC FOR A/C CARBON MONOXIDE PROTECTION SHALL BE SHEET PROVIDED WITHIN 10 FEET OF EACH ROOM USED 1 St FLOOR ELECTRICAL PLAN FOR SLEEPING PURPOSES. SCALE:1/4•-1'-0' ELECTRICAL CONTRACTOR TO PROVIDE SURGE A�7 PROTECTION THROUGHOUT THE HOME. CONSTRUCTION SET ELECTRICAL LEGENDst CEILING FAN 8899 Timbelwilda Dr. 24•X RE Suite 2 FLUORESCENT FIX. Bonita Springs,FL 34135 FLUOR' (239}431-1818 FLUORESCENT FIX. I I I IAll $ LED STAIR LIGHT J L------- ® UNDERCOUNTER accordanceion"thehal ein LIGHT accordance with the 2018 I.R.C.and applicable ---------- BASE CABINET local jurisdiction I i FOOTLIGHTING amendmentsBAR/S . ------_ LIGHTING ONC s an these I----- J i I LIGHTNG drawingsWritten dlheve precedence over —o—o—o-- LED ROPE LIGHTING scale dlmen510ns.Contractors shall I I verify and be responsible for all I I O H-99 RECESS dimensions and conditions of the job. EYE BALL SFD variations or d be lsaepandes tified In from the of y O RECESS dRllenarana,Conditions and LIGHTING s edflwtions shownb mesa drawl s. I .I O4' 4•RECESS LIGHTING ( I Q CEILING MOUNTED m I I I LIGHT HANGING LIGHT MIXTURE s§ 1 Y URE g -- O I _ o WALL SCONCE ¢ -----J 10 j LIGHTING p� W � �� CO 1 I \ J WALL MOUNT Q N F 5 M 1 £� rY LIGHTING SPOT LIGHTS W/ < Z 1 _ MOTION DETECTOR @@ 5 PENDANT �w z a $� � LIGHT -------------------------- _ — — — — — — — E t— ',''i EXHAUST FAN Q z W @ v r LLI W/LIGHT w tJ J TO tst FLOOR ® EXHAUST FAN '-----__ / SWITCHING w TYP.SWITCH zo,N 4 q N O 7' EHo DIMMER SWITCH aF= C:) s Ii— - - - - - - - - sn o 1Aa 3-WAY SWITCH GQ �'1p / TO s,FLO TO let FLOOD EA. 4-WAY SWITCH '�/� I / SWITCHING /SWITCHING ICI PNEUMATIC ¢¢a vJ - j I I (Rl 9 I Iry Q AIR SWITCH SINGLE 110 — g W iY 1\ I // - OUTLET Iz� z Z )' UNDER COUNTER W pp 11000TLEi zlawz HALF HOT DUPLEX 170 OUTLET T 1 l F OOR 220 OUTLET = r — — — — — — — 3—OFI':—NG _,I DOUBLE DUPLEX R � di g 110 OUTLET 110 G.F-I.OULET ���+//" W O r 170 G.F.I.W.P. � Z W.P. OUTLET Y G.F.I. C3 O i ELECTRICAL CONTRACTOR AIC DISCONNECT In = W i R / TO PROVIDE ELECTRIC FOR O PUSH BUTT O ICI" AIR HANDLERS IN ATTIC ON X � J � O 3 - z r___ `\ / / I„ I PHONE v/ W —__ \\ \ _ I.ili I DETECTOR O e SMOKE 1 0 Q..LLJ Z I �I —�/ \ — ^�\ 7 I s.o. CD C7��°AT \��_— \� Q I I DOOR CHIME c t� ITS—I VP w O JUNCTION BOX M a � < O 1 I STRUCTURED WIRE -------------- / R \ E I ® (2 COA%-2 CAT' ) N �..J Z Q r-------------------------- / V. 1 1 I N J p• ly �� I CARBON MONXIDE /R y I I CO DETECTOR \!l R ( I DM / A OUTLET (DATA;PH;TN;ELEC.) C:1 O LnEP N ELECTRICAL NOTES --— ALL ELECTRIC TO BE IN ACCORDANCE WITH 2O20 NEC Revisions ALL LIVNGL CTRICAL DEVICES AND QUAR RSTOBEPROTECTEDRES IN WITH ALLNo. Date ELECTRICAL CONTRACTOR I TO PROVIDE(1)LIGHT 8 A.F.I.BREAKER ,SWITCH 3(1)120V OUTLET i BY ATTIC ACCESS 2 I III R V'p� E I \ I / I 1.PREWIRE FOR SECURITY SYSTEM AND INTERCOM RR I 1 I SYSTEM. 3 ,—, I, I �� /� I 2.INSTALL RG-COAXIAL CABLE AND CAT- I TWISTED PAIR WIRE(SEE BUILDER FOR DETAILS) 4 —� L _ _ \— J j - I 3.SEE SMOKE DETECTOR AND POOL ALARM NOTES BELOW. Drawn By: J.E. 4.BUILDER TO VERIFY wI OWNER WIRE TYPE AND I I I I LOCATIONSFORT/AND DATA Plan No; 62-3730-S L----------------------------------------- L———————— -__ _ -----� --------------- Date; 3-24-2025. SMOKE DETECTOR'SPOWERED BY HOUSE ELECTRIC WNFNENnN.tOPYaiGfnsam�Fb'eaoavian,wc. W/BATTERY BACKUPBINTERCONNECTED. _ INSTALLED IN EACH SLEEPING ROOM B IN HALL OR wn�mm�rr.,.w�.ne AREA IMMEDIATELY OUTSIDE EACH ROOM SAT °'ao,,, O1p1'� , HIGHEST POINT OF EACH STORY OF RESIDENCE. �•+� ELECTRICALCONTRACTORANDORSECURITY ^'"P"M1XQRMYW^FXPp11� SYSTEM CONTRACTOR SHALL BE RESPONSIBLE To ENSURE THAT ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF m 85 DECIBELS AT 10 FEET. CAR80N MONOXIDE PROTEC ION SHALL M BE SHEET PROVIDED WITHIN 10 FEET OF EACH ROO USED FOR SLEEPING PURPOSES. /�x�/ 2nd FLOOR ELECTRICAL PLAN ELECTRICAL CONTRACTOR TO PROVIDE6UROE A V PROTECTION THROUGHOUT THE HOMB. SCALE:1/4•c V-0" CONSTRUCTION SET vECA.B'PRECASr 8899 Timberwilde Dr. EYEBROW DETAIL Suite 2 Bonita Springs,FL 34135 I It HAFiDIE BOARD FINISH t ,t ;I (239)-431-1818 11,11 OIE BOARD ,4 FINISH -...�...e.....-.. ._-.�.:'....' CC All construction shall be in STANDING SEAM "I IN ICE jiu 11 I�, �� o� tf N 1K Ili III TANDINO SEAM V p� 1 ft ; �— f� { I p�——ti �d RooF accordance with the MEru 3 1p a ;j II. I 11 I @ t Ilp �ry I I �;� � II d I 12 20181.R.0 and applicable dl 7±• ¶ I " !I a d>I t p a EL.za o local jurisdiction EL.zaw I rT �. I Ni — do — — — —— — — —— —— —L— amendments. I i 1 r Q I'•� RI. I� N. � a( � a� I � I 1. — TRUSS Bad T���• Written dimensions on Ness drawinggss have precedence over EL 23'RO. scale dimensions,Contractors shell p STUCCO TRUSS SRO. dime,1fy ndberesponsibletorall !CCA dimensions and cOndhions of the{ob. FIMSH FINISH SFD shall be nobfled inwritlIT of any FINS) (TV-) variations or discrepancies from the dimensions,cond'Nons and 4 spedlications shown b these drawl s. m § § ru+DwG SEAM 'v METALROOF k $m i ESPALUM.ARAPEr I J. Jd 'I', 12 N g WAIL LAP P, K� *• aY Iq az� �d EL 14'-0' uu I 33 npnp, qq�(i. —`P 7ND R. ; b O 2Y0 FL (o EL 12'-0" �, — — —'4 EL 12'-0• a b Y TRUSSBRG. a H F ��.� M TRUSS BRG. 4� � F Y Z �¢ 5 1 EL,10'-0" T7 FW Coo ')LSH L7g _N TRUSSBR _ z o Z Is g8(3 1 SHIGH PRNACYWALL w¢ C3 CD b a¢a z �10 ou+`n Q O I'z 0 oCw F- F- 6 2 z z 9 � �555 g�8 LL FINISH FL o C, U) FINISHFL EL. J. — _ - - - - - - — — — — — -- - - — _ - - _ �¢a ri b 4! 9� 2 W oIJ—o a aLLI STONEFINISH DEC 0.18"PRECAST DECO.16'PRECABT zz d J TO BE SELECTED EYEBROW DETAL EYEBROWDETAIL HARDIE BOARD STONE FINISH TO FINISH BE SELECTED FRONT ELEVATION 1 SCALE: 1/4'=1'-0' H G, w p W O Y = W O X J r N Z 0 N O Q W a� I � �P u O�qF INhI �Fl6 d Ir �ty qIp j Gg xl O rx OY Z STANDING SEAM T ROOETALF W _NO METAL ROOF 2 JW 12 3 a lJ O EL.24'-0" nN u tl { —— —— — — —— —— - - ---- - TRUSS TRUSS BRO. Ji- - — — EL 23'-0• EL 23'-0' CD TRUSSTIiUSS ERG DECO.I PRECAST L11=1 (� TRUSS R0. 11l t� EYEaROWDETAIL f L—J Ua0 /--SNCCO FINISH(ttP,) J FAVISH — Revisions / ❑ N ❑ ❑ N ~ ) No. Date HAADIEBOARD b , FINISH p EL ta_0' WALLCAP FINS) II' hIN ¢jNP 91 �h T i a w_aNR th ri i' i, 2 ESP ALUM.PARAPET 8 �I r Bz p -�. R 17 p { EL.1a'-0" p I � pp —6y S9 au atI ra —wit o,, 9 snIDFL 3 2ND n, ad Ra t• U!I i§ Ps ¢ I� liil �� d „1 �F G �fl i (s c I'Y T EL.12'.0* A �p�gRO, TRUSSBRG. EL12'0 Drawn By: J.E. EL.10'-0' _ — — ———— — —— Plan No; 62-3730-5 TR5S R. Date; 3-24-2025 DEC0,16'Pfl TAIL coNrmwrw.co�nl Tseum Fmw oem�.wc. EYEBROW DETAIL 11.. .11 m+.a.,�,uow,• .o"`aw 4 _",,---STUCCO FINISH(TYP.) '/—STUCCOFlNISH(TYP.) �vw`. nmmeraxmm.wussn FINISH FL FINLW FL - EL.0'-0' E L.0_—0�— —— — — — — — — — —— — — — — —— — — —— —— — — — — — '— — — —— — —— — — � bTONE FNISH TO STONE FIMSH TO POOL EQUIP.PAD SHEET BE SELECTED BE SMECTFA RIGHT SIDE ELEVATION A_�■/\ CONSTRUCTION SET P 8899 Timberwilde Dr. Suite 2 Bonita Springs,FL 34135 (239)-431-1818 All construction shall be In accordance with the i 20181.R.C,and linable t dI' ° 11rI �N TANDINGSEAM local JursdlctiQn�P 97PNDING SEAM rr ff,1111111 )�I ��{ i� ��I fp �I " I METALROOF amendments. I! l� i� � I�I �� fr 11 Try I Iu sL Written Imenslons on these METAL ROOF III! C! II r'� 12 NI a, 9'I gg III fI I 03 drawings have prerndenee over 12 11 i l kr ,I, SI� �� �. ti ib °gyp ;kkkk „�I LF, iY ill tl:' 'Iv scale dimensions.CorllraCtars shall EL 24'-0' i. —— —— — — — — — — —31� '..I 111 Ti� cj @'i- I q 1F �� f ti EL 24'1' ) `h (�I—�i:—)� di ensions and mnd�tlons al the ob. Twlss BE$ SFD shall be noted in Ecnfilof any EL 23'-0° — — —— —— — — — — CW EL.17-0° vadd1m tonsordiscrepandditions ndfiom the TRUSS BRG. STUCCO FINISH BEAM LLO. FINISH (TYP., STRUCTURAL specifications shown these drewln s. (TYP.) HAROIE BOARD � m FINISH m n��m F�- STONE FIMSH TO STANDING SEW °i §, �NCCO FlMSH(IYP.) BE SELECTED i J METAL ROOF 2 k y 1; �/ re b s b M DECO. WDEA 3 EL. EYEBROW DETAIL aN LJ Tff E — --------- — — — — pN N; NI p' „7 2T b1 1i 31 Pi pEC0.16'PRECAST aN 77 Iltl I' II T.S 2ND FL 5 ° o �� M ,Ip EYEBROW DETAIL E� a L m $N EL.12•-0' ti TRU99 BRG. u�i Z b$.FE�•g@@/V� EL TRUSS B 00 �. o�' U B EL-0-0' w 1 1RU55 BRG SEE-THRUVENTLESS LANs RN,FL a W J O .h & $¢0) GAS FIREPLACE a s o_ Q x� S O \ OQ Z bP7kLs0 STUCCO r�1 FINISH o o ~ m "ICI (TYP.) FIREPLACE ELEVATION =� 11 g B I LL co SCALE: 1/4' `<a CD � 1111 LAL] F.H. * F0NISHR EL.0'-0• �--i Z {$;TT33 W EL.V-O' AIC PAD TO BE AT OR POOL EQUIP.PAD STONEFINISHTO SS GAS ABOVE REQUIRED BE SELECTED FIREPLACE FLOOD ELEVATION REAR ELEVATION o�yL/ ww �i. J Z W O Y O = U CD IX x J N o Q w w jj Q I 31�12 lli Ipli E rN V ppf 4 ' � p�l FIrha d7 �I P,i71 yyI k!I�G !1I 1 P) I 9 4 gg & TANOINO SEAM O � u- O LLJ oMtRLLJ METAL ROOF STANDING SEAM METAL I z ill � pp g1 g p g Lo 'EL.24-0 V Z — O EL.24'-0• .n N iRUSS BRG. T — — EL 23'-0° QC0 TRUSS BRG. Q O TRUSSBRG. STUCCO � FINISH - L!l FINISH a Revisions m m STANDING SEAM No. Date 4.OVERFLOW PALUM,PARAPET METAL ROOF SCUPPER WALL CAP(TYP.) 12 �. _ Na N � e iZZZ: i ------- --- -- � 0 EL EL 17-0" 2 TT EL 12-0 '1ao a P ----- ————-- 2NDTRUSS BRG — — 4: sli 'F EL 10-0 �_E.SR Drawn By: I.E. — —— — — — — —— — — —— —— — — — — — — — — TR1155 BRG. TBLESFc P— — Plan No: G2-3730-S EEC0.IG PRECAST Date: 3-24-2025 4 EYEBROW DETAIL 4'10'X7'B'OPENING, 4 i/�STUCCOFRUSH(TYPJ TOP®10'A.F.F. I I I I AD. I I FINISH rL FINISH FL MT AIC PA070 BE ATOR ABOVE REQUIRED BE SELECT oT0 SHEET FLOOD ELEVATION LEFT SIDE ELEVATION A_1 0 2 SCALE: 1/4•-1°-0• 1 CONSTRUCTION SET i I 8899 Timberwiide Dr. Suite 2 Bonita Springs,FL 34135 (239)431-1818 All construction shall be in accordance with the 2016 I.R.C.and applicable local jurisdiction amendments. dral dimensions winss have precedence over gg scale dimensons.Contrectors eha0 ___—____ I� _------ verify and be responsible for all i't_Jl__1' dimensions and conditions,of the Job. Si shall be notified In writing of any TRUSS MANUFACTURER TO PROVIDE vdimensions,conditions and ariations or discrepancies from the III III I III III III i i MAXIMUM SPACE AVAILABLE FOR STORAOE BEARING HEIGHTS pecifications shown by these drawin s. ATTIC LEGEND ACCESS L[ P CHEN 31t2 m r MMER +0'-O•FROM IST.UV.FIN.FL. za �a 3112 ;¢ as 0 3/+2 1T-0•FROM 1ST.UV.FIN.FL a� CD 1I 70P OF PARAPET 14'4'FROM a 5a 5 N \ FROM 1ST.LN.FIN.FL. w Z \ 2M M'0 8 / 23'-0'FROM 1ST.LIV.FIN.FL. w w W 8 1 owz aLO 24'-0-FROM IST.LN.FIN.FL. �,.,-a, G s oWa a 30 J f b -< z s 1 ----------- 3/12 at-z O tltl =O � zFc LL NOTE: z o C3 V ALL STRUCTURAL ASPECTS OF THIS PLAN ARE Q y � v, DESIGNED FOR A SPECIFIC SITE FOR WHICH THIS �¢z 0- b I U 1 ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT j o o W IS NECESSARY FOR THE BUYER OF THIS PLAN TO w a CC a N HIRE AN ARCHITECT OR STRUCTURAL ENGINEER Rio Z 2 Z LICENSED IN THE STATE WHICH THE PLAN IS TO BE zl<w z d g U CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN JS I IS AND SPECIFY ALL STRUCTURAL ASPNGS AND ECTS STR AND COMPONENTS,, 3H2 ENTR I INCLUDING BUT NOT LIMITED TO,COLUMNS, I I I 1 FOUNDATIONS,CONNECTIONS,AND WALL' re " THICKNESS,REQUIRED FOR PERMIT AND 3/12 I FOYE ,'� CONSTRUCTION OF THESE PLANS.THE CERTIFIED STRUCTURAL DRAWINGS ARE TO ACCOMPANY THIS F— %GREATOM I L———— BEL ———— PLAN DURING CONSTRUCTION AND OTHER USES. W 0 BELO I o >a a sd D}L w o Z Y o rr31112TT ROOF NOTES: o = j o 1)PRE-ENGINEERED WOOD ROOF TRUSSES Q 24.O.C. X } 2)TYPICAL 3:12 PITCH UNLESS NOTED OTHERWISE. NA, 3 >n o OINT DM OF23'ROOF TO uT�NSMON (SEE MFG.TRUSS PLANS). V/ CD Q w W 3)T-V ROOF OVERHANGS UNLESS NOTED OTHERWISE. Z 0 ix tL Q. POINT 2OF 4A'ROOF27-0'TRANSITION LOFT 3112 — 4)TRUTRUSS DRAWINGS FOR APPROVAL.TO SUBMIT ENGINEERED C L LIJ N t� FROM P4'-0'T023-0• _ M J LI-I J IV CID. - _ _ ----- _- _- 5)COORDINATION OF CONSTRUCTION INCLUDING Q E0 Y Q -_-_-� TRUSS MANUFACTURER TO PROVIDE MAXIMUM 101CLG. w VERIFICATION OF DIMENSIONS AND FIELD CONDITIONS, N LJ z Q -_ SPACE AVAILABLE FOR STORAGE AND EOUIPM I IS THE RESPONSIBILITY OF THE CONTRACTOR.ANY ----1 —— DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION V1I,I,C, I I 1a CLG, r OF THE DESIGN FIRM PRIOR TO CONSTRUCTION. I IVrU3. LAHU3INATTDJ, 14 Y I& I I (] L 7a 3/12 I STU I RESIDENTIAL UIIIDNG COD VENTILATION AS REQUIRED BY LOCAL t� N I W.0 �7 3/12 �L -� 1—G—� I 0. t;, I a 7)ROOF PLAN ACTURER O SUBMIT EPOSES EERED.TRUSS ,acts_ I a+ I _ O MANUFACTURER 70 SUBMIT ENGINEERED TRUSS r— L CEgW$�� m DRAWINGS FOR APPROVAL REVISIOfIS 4 +zcL a L. INV.I._... ., — L I 3H2 ———— 1zaG.—— — FLG=` AST . �= /12 - = za a'u z-0 No. Date 1Z6'CLG. fBA 128•CLG. - I I I I I b 1acLG. R GARA � „r Ion. 4 2 I —B DR- 3 3 COVERED I r MAOER I_ mcll I 112 1 a I�I � I BATH#2 i�a�� I iw=i m I 4 LANAI I b / !� I T- �W313�. I aaG S I M I Drawn By: J.E. IT CLG. 1 \ a p.0• .a — p 1'-0' D I I a I w I w YCLc. I I I 12VCLo. I I I fl B G. I `osJ 1 74' SLOPE s`QA m Plan No: 4-025 PROVIDE MIN.SLOPE 7-0' I 14'S Z-V _ I -- I o o '�"nl'u �..� — 1AV IAV Date: 3-24-2025 FORFLAT ROOF L+2 \ L \--L V w+rIDOauicoP+RicarsmnRmm ongawc. 12 CLG 4 tYCI § 3l12 SLOPE®APPROI(IMATELY IZCLG. is 0.a. L SLOPE %o 4'HIGH,16'LON .R.arzn..,mrp,.ss OVERFLOW SCUPPER 5'ROOF DRAIN SEE DETAIL#5 ON SHEET A-12 4- OH SLOPE PER CODE SHEET ROOF PLAN A-11 SCALE:1/4'=i'-0' CONSTRUCTION SET NUESS CCNfNUOUSESPALUMINUM ROOF METAL ASSEMBLY YIELDED.NSCUFABRICATED.SCUPPER T6WTH&WL ' METALROOF FINISH OVER PEEL AND STICK COMING SECURED EACH SIDE WITH METAL NG.ANEn, OVEARaN SCUPPER RGR7NRDRAIN, 111 24 PT CUT TO SLOPE TO METAL FLASH ND LOCATED NO 0.9EATFRLNNCBOVER. SELF OVERS ADHERING ROOF UNDERWYIAENT OFTYAIL YATHCONIINUOUS METAL FLOSSING LOCATED VA IORETWW CABOVE ROOF OVER SW COX PLYWOOD SHEATHING METPGCFAT6 CONTINUOUS SARUNNER MASTIC NO6ETIN OR1W ELEVATION. wNlwuousuLPAGuso MASTIC PRE-ENGINEERED WOOD TRUSSES ROOFING FLASHING AND xffMBRANE PARAPET WALL CAP ROOFMEMBRANE ROOF I @ 24.O,C- EXTENDS OVER 1 W%OF INSIDE F FLASHING FLANGES T GREATER THAN THROAT.ALL 12 FACE OF MASONRY,AND OVER TOP AROUND, 03 GALVANIZED CANE AANNDBEL�OWPT�NIALER3 FLASH M m TOPOFMISONRY FASTENERS,SEALANT WELDALLJO'NTS 8899Timberwllde0r. STRAP TO EACH TRUSS AND SPLICING CEMENT iTE'PRIMETRIM FASCIA Taff PERR.00FMIRM $Llta 2 OVERZWSUBFASCw COM,CAM.FIASMPMI 90PAL'M0-0UAL RECOMMENDATIONS Bonita Springs,FL 34138 TOP OF BEAM COUNMRFLASH CULTURED STONE VENEER ROOF MEMBRANE SYSTEM (239}431-1818 GALVANIZED METAL DRIP SELECTED BY OWNER ROGUING SYSTEM OVER TAPERED f EXTERIOR EDGE OVER t'x e PRIME TRIM RIGIG INSULATION BOARDSLDPED WITH MFRS RECOMMENDED MENDED TWPLYWOODSHEATHING APEAEDRIGO TGDRAW.SFE ROOFPIANI. DDLH TED-1 COHAAFNDED PSALl N NSLO�ED iO All construction shall be in RJO INSULATION SEE ROOFPLAN 511Xx0 SOFFIT ON 72'PLYWOOD WI Ca,ENTMOUSADHESrvE RAM Y2'DRYWALL ON I'X4' FORGLINFO. GALVANZED METAL LATH 630 LEI GROUTJOLN79 AF1ER accordance with the STRIPS @ 16'O.C. FELT BARRIER WA:ONT.VENT STRIP COMPLETED WSTAUAMOK DECORATIVE MOLDING, STUCCO FINISH ON FELT BACKED - OVER FLOW SCUPPER DETAIL 20181.RC-and applicable TOP OF TRUSS local jurisdictionamendmBYSUI . (2)TIc DER WIRELATKOVERVSHEATHING ONrx6 STUPLY t �1 (2)Tx6 SHEATHING ONTx6 STUD WALL 3M RYwoOD SHE47X� SCALE NTS Written dimenslons on lDese INTERLOCKING @ 160.0 drawl have precedence over P.T.WOOD IEDffR80L7E0 TO BETWEEN TRUSS TOP PLATE c E OCKWALLS-SEESTRUCNRAL BETWEENTRUSSESTO METAL ROOF FINISH OVER PEEL Sple d mBlElons.ConDeclOr&shell R-IB INSULATION AND STICK gpF ADRIERIAX4 TEWOODSTUpEXTEFtlORyVp}L RIFCCMFER mUR OPEN" GRAIN vedfyend be'a (Of all 4YITH R•1BNSlAA7pN AND To EXTERIOR ALIA'N 17 DRYWALL TO dlmenslGns and wndlBGns Of the)Oh. K'DRYWALL ON7x6 ROOFUNOFT,LAYMENT OVER W000 Tf61S5'S tn'MF0. WFINORORYYIALLFlNISH WOODTRUSSES DIE AGAINST I7 PLYWD. HANDRNL SFD Shall Is rDDOed In AYdttTIg of any STUDS @ 160.C. 616'COX PLYWOOD SHEATHING HURRICANE STRAP FROM METALROOFFINISH OVERPEELANDSTICK BACKING DOWNNOSE RIM @36AF.F. Vadallans or dlsaep ns an from the ABOVE WALL TO FLOOR PRE-ENGINEERED WOOD TRUSSES SELF ADHERING ROOF UNDERUWMENT OVER TOP OF BULL NOSE TRIM dimensions,CDndIDOnS and TRUSSES BY ENGINEER @24,D.C. SE'COX PLYWOOD SHEATHING sDedficaVons shown these drawings ARE-ENGNEEREDWOOD 2X TREADS R S WOOD BASE TRUSSES 924'O.C. MOULDI4'BULLNOSE W/BULL 2d'DEEP RAORTIiUSSES BY GALVANIZED METAL MINDING GLUED TRIM TRUSS MANUFACTURE 12 HURRICANE STRAP HARED TO PX 16 TRIM TO EACH TRUSS _ 12�3 GALVANIZED METAL HURRICANE BELOW 617PLYWD. H �3 IWPRIMETRIM 11 STRAP TO EACH TRUSS ROOF DRAIN DETAIL CARPET 1'xe"PRIME TRIM FASCIA FASCIAOVER2'x6 OVER 2'x6•SUB FASCIA PARAPET WALL SECTION SCALE:NTS 1'X 10'TRBA 3= � O SUB FASCIA 4 A 12'PLYWD.BACKING TO (PAINTED) z� yU co GALVANIZED METAL ti GALVANIZED METAL DRIP `'F o� co DRIP EDGE OVER SCALE:N7S RUN ENTIRE LENGTH OF EDGE OVER t'x 4•PRIME TRIM 5 1'x4'PRUMETRIM FROM TOP OF BULLIX12 aF TOP O BEAM i^ P Z @ 8 r1 GER STUCCOSOFFlTON STUCCOSOFFRON 2xB WOOD stub EXTERORWALL 2AFLOORWALL TX OSTUD WALLr- 2'X 12'STRINGER 2X4STIJ Fc Z B p V SEE ROOF PLAN 17 PLYWOOD WI SEE ROOF PLAN 12'PLYWOODWI W/TX4'BLKG WALL 2'x6'SILL FORO.H.INFO, GALVANIZED METAL WITH R-19 INSULATION AND AGAINST o A• GIRDERfREFERTO LATH 830 LB FELT FOR OR INFO. GALVANIZED METAL STUCCO FINISH OVER SELF-ADHESIVE zw STRUCTURAL ENGINEERING LATH 30LBFELT LATH&3D LB FELT WTEROR ORm'AiL FINISH HWSEWRAPIWATERPRoOFuNG WALL oW W L STRUCT RAL ENGINEERINGG VENT BARRIER WI CONT. 3'P FLWIWO ROOK SHEATHING SEE PLAN I. v g VENT STRIP OVE24•DEEPW000FLWR PVC STUCCO TFLPSHWGSTOP WBl R-30 INSULATION TRUSSESSYMFR o < JO a A. METALROOF LOUNIEAFIASMNG R301NSULATION d a a Z 1 rn 17 DRYWALL ON FURRING - N Q 6 Jf'DRYWALL ON VX4' (2)Tx6NIFRL0O0NG STRIPS@76O,C. ROOFING FLASHNGANDMEMBRANE or Z'� y (2)Tx6"IN7ERLOCl/NG NOTE 1: aFa..�' O STRIPS@16'0.0 TOPPLATE DECORATIVE MOLDING, TOPPLATE OnENDSOVERINI%OF WSDEFACE L z O BY ORATI TOPOFFLOORIRUSS OFMASONRY,AND WERTOPOF ALL STAIRS TO BE W COMPLIANCE WI Q DECORDER MOLDING, 16-0' PARAPET WALL FLASH ABOVE AND LOCAL RESIDENTIAL CODE zFW V 1, BELGNP.T,NAILEAS13 o 5 �g'yyp8{{ ry� STUCCOFINISHON NOT a¢¢ B y> y(DRYWAL.ON T xS FELTBAGEDWIRE WHr.CAM.RA6HAND ALL HAND RAILS TO BE 36'HIGHWITH ?aa B STUDS @16.O.C. LATH OVERV 4-PLY COUNDERFLASH AMAX 3.75'OPENING BETWEEN oc W D SHEATHING ON 2'x6 SPINDLES S LOWER RAIL T FROMDOFI B W 1 STUCCOFNISHON STUDWALL@160.C, So�lUna BOARDTSOPED ED DECK GUARD RAILS TOBE36HIGH NWT Z Z 1 VDRYWALLONTx6 FELTBACKEDWRE _ �� TO DRAIN.SEE ROOF PLAN. N07E3: rl�zo Q'y LU LU I7 STUDS @ 160.C. LATH OVERV4FLY WOOD BASE SHEATHING ON 2-x6 P.X.2'X6'BOTTOM PLATE W/ TRIM MATERIAL T.B.D.BY BUILDER RAILING STUD WALL @ 16 O.C. 'f BOLTANCHORS SET N 4•REINFORCED CONCRETE SLAB SLAB AS SPECIFIEDBY TOP OF ROOF TRUSS 314'PLYWOOD SHEATHING 11 WOOD BASE TO BE ENGINEERED ENGENEER Iz4Y f P. OLTA BOTTOM PLATE W! STARTING ,SLAB BY W GRADE-rNT WOOOROOFTRu55Es BY MIFF. EASING 4'REINFORCED CONCRETE SLAB SLAB AS SPECIFIED BY VARIES ~ � TO BE ENGINEERED ENGENEER 1st LIVING FIN.FLOOR J h, EL.=O'-0• L GRADEHEIGHi .006 POLY VAPOR BARRIER FINISH FLOOR W O z VARIES SOIL POISONING Lu Y COMPACTED FILL 4 W O_ 1slLMNG FIN.FLOOR EL.=O'-0' FOUNDATION TO .Dos POLY VAPOR BARRIER FINISH FLOOR BE ENGINEERED O W O SOIL POISONING COMPACTED FILL FOUNDATION TO TURNBULL NOSE +MOULDING e N z W BEENGINEERIED TRIM DOWN TO (PANTED) N - TYP. 1 STORY WALL SECTION GARAGE ROOF/WALL INTERSECTION FOR I o a w z TYP. 2 STORY WALL SECTION SCALE:12=1'-0' SCALE:,/2'=1'-0' M W W O 2 BCALE:,2' -0' $ STAIR DETAIL M a Lu Y �p BB TANDING SEAM SCALE:17-V-O' O PRE.ENGINEEREDWOOD pl ;�� ,.p „ � METPLROOf Z Q STANDINGSEAM TRUSSES @24'oC. r METAL ROOF qg n s I+ pp f a fi' 1e4 Cp Eu 3 tl� $ Y� ��I YI 51 u7 C do C of )il iT i 12 3 O N Y' l f: I� LL Ln TESL.23'•0' EL' 3RO BRc. Revisions — — — — — — — — — — — Y EIRUSS BRG. DECO.6PRECAS'T LEI STRUCTIRtAL Y 61RUCTURALIJAM, EYEBROW DETAIL BEAM,SEE GEE STRUCTURAL No. Date STRUCTURAL DRAWINGS- DRAWINGS LOFT 1 2 HARDE BOARD ANDING SEAM 3 ESPFINISH CUSS GLASS GLASS GLASS METAL ROOF WALLA�(1W.) P PANEL n , PANEL / ` PANEL 12;I�l ILL , Q3 EL.14'-0' 4 I EL 14'-0' --— � 2NDFL Drawn By, J.E. 2ND FL y ---- _ _— 11% lid 71 II( y11 t r l !G IN EL.12'-0' ti " 1° II '" I''p Plan No; G2-3i30-S A I� — E L.17-0• �_ b TRU59 BRO. TRusseRG ' F Date:�3�24�n2�025 � TRLI55� OECO-I6'PRECASTEYEBRDWDErAIL MT B.i6' wmaw.mn mara.*wwnomx GLASS FIAT .. STRUCTURAL BEAM,SEE STRUCTURAL DRAWINGS i PANEL @i9A.NNG F OPENING TOP CAST m�ww•a +.� 0'"`°,°�'_� @12AFF @10'AF.F ROW _ wom•amw�=� DEFA,16'PRECAST AILT Morro nmxn.+.xm+m•e.:, EYEBROWDETAIL GREAT ROOM STRUCTURAL / e a BEAM,SEE ro..w.Z STRUCTURAL 4 DRAWINGS / MCCOFBBSH(T,'P.) ENT FOYER — i GTONEFINSHTG EE SELECTED FINISH EL.G�_ — — — — ———— — '� � SHEET FFOUNDATION TO BE A 12 STo&FI S`TTE00 BUILDING SECTION ENGINEERED 1 scALE:va=r-0 CONSTRUCTION SET FIRST FLOOR WINDOW SCHEDULE SECOND FLOOR WINDOW SCHEDULE l SIZE PROTECTION SIZE PROTECTION NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS 8899 Timberwilde Dr. 101 FIXED GLASS T-0' 6'-W YES ALUM. PGT TOP @ Sa'A.F.F. 201 FIXED GLASS 2'-8' S-4' YES ALUM. PGT TOP @ 5'4'A.F.F. SUItB Z 102 FIXED GLASS 3'-0' 1'6' YES ALUM. PGT TRANSOM 202 FIXED GLASS 76' 2'-0- YES ALUM. PGT TRANSOM Bonita Springs,FL 3413b 103 FIXED GLASS T-0' 1.-8- YES ALUM. PGT WINDOW BELOW 203 FIXED GLASS Tl" 5'4" YES ALUM. PGT TOP @ 54-A.F.F. (239}431-1818 104 FIXED GLASS 5'A' 6'-0' YES ALUM. PGT TOP @ B'8-A.F.F. 204 FIXED GLASS 2'-8' 2'-0" YES ALUM. PGT TRANSOM 10s FIXED GLASS 5'-0' 1'6' YES ALUM. PGT TRANSOM 205 FIXED GLASS 1'-10' 4'6' YES ALUM. POT TOP @ T8'A.F.F. All Construction shall t18 in 106 FD(ED GLASS 64' 7'6' YES ALUM. PGT WINDOW BELOW 206 FIXED GLASS 5-0' 2'-0' YES ALUM. PGT Top @TB"A.F.F. accordance With the 107 FIXED GLASS Tz 6'-0' YES ALUM. PGT TOP @ 8'8'A.F.F. 207 FIXED GLASS 1'-10' 4'6' YES ALUM. POT TOP @ T8'A.F.F. local B I.R.C.and applicable local jurisdiction 108 FIXED GLASS T-0' 1'6' YES ALUM. PGT TRANSOM 208 FIXED GLASS 2'6' 8'-e' YES ALUM. PGT TOP @ 6-8-A.F.F. amendments. 109 FIXED GLASS T-0" 1'6' YES ALUM. PGT WINDOW BELOW 209 FIXED GLASS 2'-8' 1'6' YES ALUM. PGT TRANSOM Written dimensions on these 110 FIXED GLASS T-0' 6'-0' YES ALUM. PGT Top @8'8'AF.F. 210 FIXED GLASS 2'6' 1'6' YES ALUM. PGT WINDOW BELOW drawinggss have precedence over scale dimensions.Contractors shall III FIXED GLASS 3'-0' 1'6' YES ALUM. PGT TRANSOM 211 FIXED GLASS 2'6' 6'6' YES ALUM. PGT TOP @ 618'A.F.F. Yefity and be ra5ponslWe for all 112 FIXED GLASS 3'-0' 1'6' YES ALUM. PGT WINDOW BELOW 212 FIXED GLASS 2'$' 1'.B' YES ALUM. PGT TRANSOM dimensions and WRdidons cl Ore job. 113 FIXED GLASS Z-8. 8'-0' YES ALUM. PGT TOP @ 8'8'A.F.F 213 FIXED GLASS 2'-W 1'6' YES ALUM. PGT WINDOW BELOW SFD shall or notified in iesWri froingm of any variations or discrepancies from the 114 FIXED GLASS 2'6' 1'.8' YES ALUM. PGT TRANSOM 214 FIXED GLASS 2'6" 7'•B" YES ALUM. PGT TOP @ 8-8-A.F.F. dimensions,conditions and 115 FIXED GLASS 2'6' S-0' YES ALUM. PGT TOP @ 8'8'A.F.F. 216 FIXED GLASS T-8' 4'6' YES ALUM. POT TOP @ 6'8'A.F.F. 5 eelficati0ns shown these draWin s. 116 FU(ED GLASS 2'6' 1'6' YES ALUM. PGT TRANSOM 216 FIXED GLASS 2'6' 1'6' YES ALUM. POT TRANSOM 117 FUO:D GLASS 3'-0' 6'-0' YES ALUM. PGT TOP(�e'4'AFF. 217 FIXED GLASS 2'6' 4'6' VES ALUM, PGT TOP @ 6'a'A.F.F. 118 FIXED GLASS 3'-0' 1'6' YES ALUM. PGT TRANSOM 218NFIXEDESSS ASS 2'-W 1'6' YES ALUM. POT TRANSOM m _ 119 FIXED GLASS 3'6' 1'6° YES ALUM. PGT TRANSOM 219ASS 76' 4'6' YES ALUM. PGT TOP @ 6'8"A.F.F. z a S 120 FIXED GLASS 7'-0' 2'-0' YES ALUM. PGT TOP @ 8'A.F.F. 220LASS 2'6' 1'-8' YES ALUM. PGT TRANSOM b.�- O 121 FIXED GLASS 7'-0' Z-0- YES ALUM. PGT TOP @ 8'A.F.F. 221LASS 2'6" 4'-B' YES ALUM. PGT TOP @ 6-8-A.F.F. ¢ CO 122 FIXED GLASS TV 6'-0" YES ALUM, PGT TOP @ 8'A.F.F. 222LASS 2'6' 1'6' YES ALUM. PGT TRANSOM o¢ twJ 8$$b 123 FIXED GLASS 3'-0' 6'-0' YES ALUM. PGT TOP @ B'A.F.F. 223LASS Z-8' 1'6' YES ALUM. PGT 'TOP @ 8'8'A.F.F. F- 8 g M 124 FIXED GLASS TV V-4' YES ALUM. PGT TRANSOM 224ENT 3'-0' 5'-0' YES ALUM, PGT TOP @ T A.F.F. r z Z is 125 FIXED GLASS 2'6" 1'-0' YES ALUM. PGT TRANSOM 225LASS 3'-0' 1'-8' YES ALUM. PGT TRANSOM %n 128 FIXED GLASS 2'6' 1'-0' YES ALUM. PGT TRANSOM 226 CASEMENT T-0° 5'-0" YES ALUM. PGT TOP @ 7'AF.F.:EGRESS 127 FIXED GLASS YV 6'-0' YES ALUM. PGT TOP @ 8'8'A.F.F. 227 FIXED GLASS TV 1'6' YES ALUM. PGT TRANSOM 9,., W ¢F 128 FIXED GLASS 3'-0' 1'6' YES ALUM. PGT TRANSOM 228 FIXED GLASS 3'-0' 7-0" YES ALUM. PGT TOP@8'A.F.F. 129 FD(ED GLASS TV 1'6' YES ALUM. PGT WINDOW BELOW 229 FIXED GLASS 3'.0' 2'.0' VES ALUM. PGT TOP@V A.F.F, >2< J �Bo 130 FIXED GLASS TV B'-0' YES ALUM. PGT TOP @ 8-8-A.F.F. 230 FIXED GLASS TV 2'1' YES ALUM, PGT TOP @ 8'A.F.F. a a Q $O 131 FIXED GLASS TV i'6' YES ALUM. PGT TRANSOM 231 FIXED GLASS T 2'-0° YES ALUM, PGT TOP@8'A.F.F. 132 FIXED GLASS TV 1'6' YES ALUM. PGT WINDOWBELOW 232 FIXED GLASS 2'-8' 4'-0' YES ALUM. PGT TOP @8'A.F.F. arz � 8 s 5 233 FIXED GLASS 2'-8' T-0' YES ALUM. PGT TOP @ 8'A.F.F. y c r ^ 9 Q 234 CASEMENT 3'-W 1 5--0' YES ALUM. PGT TOP@8'A.F.F. 235 CASEMENT TV 5'-0' YES ALUM. POT TOP @ V AF.F.;EGRESS —s o a¢r o 238 FIXED GLASS 3'-0' 2'-0' YES ALUM. PGT TOP @ 8'A.F.F. a rLCx 237 FIXED GLASS TV 2'-D" YES ALUM. POT TOP @8'A.F.F. ? a W b Is FIRST FLOOR DOOR SCHEDULE 238 FIXED GLASS 31•0' 2'-0' YES ALUM. PGT TOP @8'-A.F.F. w� Z z 239 FIXED GLASS 3'6' 1'6' YES ALUM. POT TOP @ T8 AF.F. ~�c Q W SIZE PROTECTION 240 FIXED GLASS 3'•8' T-0' YES ALUM. POT TOP@58'A.F.F. zla w? CL � [102 STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS 241 FIXED GLASS 3'6' 1'6' YES ALUM. PGT TRANSOM FRONT ENTRY DOOR 3'6' 8'-0' YES WOOD 242 FIXED GLASS 3'-8' 7'-0" YES ALUM, PGT TOP @5'B'A.F.F. OVERHEAD DOOR 18'-0' 8'-0" YES METAL CLOPAY 243 FIXED GLASS T-8° 1'•e' YES ALUM. PGT TRANSOM SWING-EXT 3'-0" 8'-0' YES FIBERGLASS 244FD(ED GLASS 3'6' T-0' YES ALUM. PGT TOP@5'8'AF.F.SLIDER-DBL PR4'-0' 10'-0' - YES ALUM. 245 FIXED GLASS 3'6' 1'6' YES ALUM. PGT TRANSOM SLIDER TRIPLE 3@4'-0' 10'-0' YES ALUM. 246 FIXED GLASS T-W ll-r YES ALUM. PGT TOP@T8'A.F.F. !Vw EXTERIOR FRENCH 3'-0' 8'-0' YES FIBERGLASS 247 FIXED GLASS 3'6' 1'6' YES ALUM. PGT TOP@7'8'A.F.F. J SLIDER 4 PANEL 18'-0" 1D'-0' - YES ALUM 248 FIXED GLASS 3'-8' TV YES ALUM. PGT TOP @ 5'8'AF.F. LLi WO DOUBLE FRENCH PR Z-8" &-a" - - FIBERGLASS 249 FIXED GLASS 3'6' I%B" YES ALUM. PGT TRANSOM SWING GARAGE 3'-0' 8'-0' - METAL FIRE RATED WI SELF CLOSING DEVICE 250 FIXED GLASS V-81 3'-0" YES ALUM. PGT TOP @ 5'8'A.F.F. O >LIS Q 110 SWING 3'-0' 1 8'-0' - - WOOD 251 FIXED GLASS 3'6' 1'6' YES ALUM. PGT TRANSOM C �-• N 111 SWING-DBL PR TV 8'-0' WOOD 252 FIXED GLASS 3'6' 1'6' YES ALUM. POT TOP @T8'AF.F. L �J 112 SWING 2'6' 8'-0" - WOOD 253 FIXED GLASS Y-O" T-0- YES ALUM. PGT TOP @58'A.F.F. //� Z �j 113 SWING-DBL PR2'-0" 8'-0' WOOD 254 FIXED GLASS 3'-0' 1'6' YES ALUM. PGT TRANSOM U O w LU 114 SWING Z-80 8'-0" WOOD 255 FIXED GLASS TV 3'-0' YES ALUM. PGT TOP@5'WARR O � ILL- O -8 Z 115 POCKET 2'6' 8'-0' WOOD 256 FIXED GLASS T-0' 1' ' YES ALUM. PDT TRANSOM 118 1 POCKET 2'6" 8'-0" - WOOD 257 FIXED GLASS Y-o" Y-o" YES ALUM. PGT TOP @5e'AF.F. J w O 258 FIXED GLASS V-0- 1'6' YES ALUM. PGT TRANSOM M Q 127 Y p N L-J Z Q = U N J = o 0 SECOND FLOOR DOOR SCHEDULE Ln N,xaap o aN — ,vA w SIZE PROTECTION A�aabA� a�,M wee:x�Nwe _ NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUF. REMARKS Revisions uset �.eexFw.x r 201 SWING 2'6' 8'1' WOOD No. Date rusxwe:sev _- '/ owRn�sxanAw berTaox ,nNe 202 SWING 2'6• B'-0' WOOD �Au"r ;.jj'i;ii% ui�eRew°De I necoma�+"wno"rie'� su Rwsx oM"mowel 203 SWING 2'-6" 8'-0' WOOD 2 WINDOW OPMMALCASTSlQWPTBUCK W_INDOWA)0RHEADwIPf BUCK R�sxwce:ssLn WOOD FRAMING WINDOW/DOOR JAMB FLASHING srue:N.rs. Nr.s =Nas�,annvµ scar::x.r.e. 204 POCKET 2.8" 8'-0' WOOD eNv. ctewamoa 205 SWING 2'-6" 8'-0' WOOD 3 se"r"Nr � B0"1° 206 SWING-DBL PR 1%8" 8'-0" WOOD 4 aaY 207 SWING z-e' 8'-0" WOOD Drawn By: J.E. �f � -� � iL151^rO:bEV t. eF.LL.vrr �IiI aVFa1EM Hg9,muG _ 11 RAsxw¢s - r,v—weoue°rnaw°.xNOe 208 SWING T-8" 8'-D' WOOD AoxEWNGoa ucuo 1 WOOD FRAMING DOOR SILL FLASHING aNeN�xes u""a % Plan No; G2-3730-5 WINDOW/DOORJAMBw/PTBU _ rusNwa.reNosl 209 SWING 2'-8" 8'-0' WOOD Date: 3-24-2025 WOOD FRAMING WINDOW/DOOR HEAD FLASHING 210 SHOWER-BYPASS PR 2'.6' T-0' GLASS TEMP.GLASS swe:urs 211 SWING 2'-6' 8'-0' WOOD MASONRY DOOR SILL FLASHIN ^"O00L1BR11° MG:SETT 6GLEN.i.e. aulRBCu�xttonrNULLoi�oe^ APMIFD MENBwwE Y � �' W y�TMy��^� 6EV�.rn11ESVE _ cnmumrv.rwavrno Mnwnt�wN®.' ALL FLASHINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS eLeu�wa BASED ON THE WALL CONSTRUCTION AND WINDOW TYPES VEg11GYA*yussl �'�r` FMAJAAMA-100-10 Standard PriCimformeinsmllatienolWindowsin Wood Fmme Construceon NarsewBw-awFAm a+�� FMA/AAMA-200 FMANMMA250:Standard P.Lb-instsltation of Windows In Surface Barrier CMU Walls 013 FMA/AAMANVDMA 300 S"ard Practice for the Installation of Ededor Doom In Wood Frame Constnrction WINDOW PRECAST SILL/ end/or FMAIAAMAIWDMA 400 Standard PraGdc»for the Installaton of Doom In Surface Baffler CMU Walls WOOOFRAMINGWINDOW SILLFIASHING DOOR & WINDOW FLASHING DETAILS SHEET A-13 CONSTRUCTION SET