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HomeMy WebLinkAboutBuilding PlanFfle� Copy 5/8" thick light textured stucco on typical concrete block construction fi IG�� T ELEU/47ON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet u SCALE: 1/4" = I'-O" cot -at finished stucco s e • Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 26 wood- 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails LEFT E L E\/ A T I O I `t stucco On typical concrete Y block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Door", Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method TEST Eupiration Design Pressure g of Approved Tests Type NUMBER Date Ie. x gpcona u@! all. on Latwn at mex. and il o.c. t Ireafter through I Buck into Saba 1,2,3 FL# 11499.2 Single Hung Series 185 MI Windows doors ram each co ner filled CMU wall maintaining min 2.5" edge distance in strict adherance ± 60 psf �,� and to the product a oval. Overhead Model 824/811 q -q max Width DAB mt x to earcnte black mth-6did rillad call with D $5 bar vmrt. wwas 3/r x V Hi i HLC sknva anchor at a' a.c. ah L25' d�iyy wwher. with min. 4' cape detance. Install track to buck 10-9'21 + 50.0/-60.0 sf p A 16-0330-02 Garage Door W-O" max height fD 5/4' x 15/r full thread A wave in each Locket maintemina - Rat Is' wdw drtwiw GC to strn:tly sullies to product approval on ran"Des.heft. rovda n/IL' Elco 1/4" dia. tapcon with min 1.25' embedment at 3" max B FLU 16614.1 Fiberglass Jeld-Wen from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF _ Smooth Pro/ Sliding Glass MI W ndows i� x �Ip O°na dmoulile row t�iereafteretihawgh max. ttrr ran eat corner and l" o.c. a + 48.2 PSF C FLU 15332.2 Door Series 420 and doors d PT Buck into solid filled cMu wall maintaining min 2.5' edge istance in strict adherance to the product approval. _ _� Product NOA FL / Model # Manufacturer Attachment Method TT Exspiration Date Design Pressure of Approved Tests NUMBER For CMU use (2) I/4' x 2 3/4" tepcons with min I I/q" embedment CM-18531 Mi Windows penatraton into each Mull Clip. Attach mull to clip using (4) ulo x 1.25" + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ ROOF FLU 11651.12 SV Crimp Gulf Coast Supply 26 a. Sv trim metal roofing attached to plywood dock using #9 x 1.5" M 0 menieiinstalled min. side la srandS6 Metal Roofing and manufacturing j� 2)e30Wlh feltf underla with -4 annd laps fastened with corrovon resistant tin caps and with 1.25" mg shank nails - 108.5 PSF spaced G o.c. at all laps and two stagggered rows 12" o.c. in field. Attach data, deck to trusses using attachment on roof plan Siding Stucco on Block Soffit Model T4 12" Vented FLU 12198.3 Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using +55 0/-35.0 PSF Vinyl Soffit 0,12' dia. x 1.5" 1 no rino shank nails with S/8" dia. head, - Hurricane 24 Gauge Global) Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. Panels Fin 15016.2 ProduLcts LLC Storm Panels along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE 4 COVERED PORCH Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet W 12 SLOPE 4 ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST N ON ALL DOORS AND WINDOWS INTII I . .TIONS ARE APPROVED 2„ 2„ O.H. .H.' .,. GRES COVERED PORCH 2 c ick x 8"w cut' coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x 4" studs at W' o.c. baae-board II II 1-21,x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior \On-Bearinq Partition Braden t Braden ,AIA, Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 287-8283 E-mail: bradenala6icomcast.net Stuart. FL 34994 #AACOOOC 12 4 SLOPE, - nts :)A Wgnne Building Corp. THE UJINUS Spanish Lakes St. Lucie County Florida 5/8" thick light textured stucco on typical concrete block construction AR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach cock to trusses using attachment detail) on this sheet H. 5/3" thick x 8"w cut coral finished stucco bands AN"0i :'' L.. P'i it () ED 4hllinK ONS SCALE 1/ "I tqr r r� ,f1r �FiI,���Eqq�Ti- r+e i lf'. i, 76til: ltri. lop"r f i1,1a n�^ k' 4 r9'a 'lye 1`?t.c., �sRi7 a "�r. i 13PP7 � [ F A 4.1.11)6- 0341t 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ICI III il�l� l�� ICI' 'ICI' �I I�IL III, II�I� I_�I I�11� ICI IICO71 II�II II�II FRONT EL E \/ATIJN SCALE: 1/4" = I'-O" a.� ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Cateclorgg: II Wind Velocity: 165 mph ultimate Mean Roof Height- II'-O" Roof Pitch: 4:12__ Internal Pressure Coe Icient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites:Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1,21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 L)L+LL; DL+O,6WL; O.6DL+0.6WL Components t Cladding Wind Pressure (14ET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components B Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (1VET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (`VET) on Garage Door;+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai Provided)?Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT G:_ASS:__BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _-1-5 psf FLOOR DEAD LOAD: i0 psf JOB �DDIESS., C,� n �` Model: Date Drawn Revisions 5-9-11 REARDrawnDrawn by: PORCH C.C.U. iR I G H T ',hecked by: ID.iR.B - T11 O L I1oPITCH = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 Sheet I Comm # MAC Its--IS9 FLOOR f"LAN Recess top plate 6"w x 3/8"d +„ for steel support angle P n S T T) F 74 1 L see detail on this sheet Counter top - verify type with contractor 8'-10 Yi" 2 8'-10 Y2" TYPICAL NOTES: SCALE Vni" = I'-O" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post- Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. Is 6" 4. No dissimilar metals to touch. 2%2" 2%2" 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. %;' A ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° o shall be 3,000 P.S.I. concrete and/or •4,000 P.S.I. grout mix 13/8" 2 L Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 2'�.. 1. ALL wood in contact With concrete shall be pressure treated. o 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �„ 2%'° 2i/'' y2• 12. Lowest finished floor to be set bg Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.`T.I I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302,9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R316 - see permit info box of code edition 18, G�c psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1041,C1171, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R�02.3.5) Masonry Beam/ In x 6" P.T. Buck nailed to Dr Spacing wood framin members Maximum Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walls Either I6" e' I6" /2 O.080" din. x 15/8" long with Direction 15/64" head OR Gg sum board nail 0.080 dia. I x p5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or dd cooler nail e OR Walls Either I6" 8" 16" 0.092" dia. x 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 -1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in Shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread Index not to exceed 25 With an accompanyinAA smoke E 84 developed index not to exceed 450 when tested in accordance withh insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installer using 1/8 die shank x 1.5" long gale. roofing nails with 3/8" dia. head per product approval - see chart Aeat xl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade III�IIIIIgl IL '11j= TYFICA 12 PRE-ENGINEERED TRUSSES 4 �- at 24"o.c. TYPICAL (shop drawings by manufacturer) �R-30 blown fiberglass in bottom chord of trusses V-1/24 drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. For bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Frfoil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max, spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill • '-I I IIIIIIII-III I III-IIII- III -I II-IIII, 11III1 1 1 14I1 I I- 14" x 14" Concrete footing with' (2) 45 bars Cont. and #5 L SECTiON trannsverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall Aries 4i8 wood screws thru jamb Into buck at each hinge and 15" c.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/16" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4' PT �_I'Ioc P.T. Buck Waded to lock with case hardened Wads Detail at W I n d O W S prior to window attachment NTS Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval D J Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval C 1" x 6" P.T. Buck nailed to block with case hardened nails r Head prior to door attachment \ fixed door sliding door 1 1/2" �� ' Bottom Track T Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a nib Window Schedule 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in Shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread Index not to exceed 25 With an accompanyinAA smoke E 84 developed index not to exceed 450 when tested in accordance withh insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installer using 1/8 die shank x 1.5" long gale. roofing nails with 3/8" dia. head per product approval - see chart Aeat xl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade III�IIIIIgl IL '11j= TYFICA 12 PRE-ENGINEERED TRUSSES 4 �- at 24"o.c. TYPICAL (shop drawings by manufacturer) �R-30 blown fiberglass in bottom chord of trusses V-1/24 drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. For bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Frfoil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max, spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill • '-I I IIIIIIII-III I III-IIII- III -I II-IIII, 11III1 1 1 14I1 I I- 14" x 14" Concrete footing with' (2) 45 bars Cont. and #5 L SECTiON trannsverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall Aries 4i8 wood screws thru jamb Into buck at each hinge and 15" c.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/16" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4' PT �_I'Ioc P.T. Buck Waded to lock with case hardened Wads Detail at W I n d O W S prior to window attachment NTS Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval D J Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval C 1" x 6" P.T. Buck nailed to block with case hardened nails r Head prior to door attachment \ fixed door sliding door 1 1/2" �� ' Bottom Track T Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a nib Window Schedule Mark Size Rou h Olben, Window Descrilbtion PRESSURE ZONE I. 4'-5/wx 4'-6Vs" 54%8"x 54Y8" Single Hung ZONE 4 2, 6'-21/,"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3' 2" 2IY2"x 38V Single Hung ZONE 4 4, 3'-1" x 5'-3'/;' 38" x 63 /A" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint LL windows to withstand pressures in permit info box on sheet I Ainil mullions per elevations. LL windows in bathrooms to be tempered l rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" loan x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"i/4' x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O° X v-B" l4" x al W. 11 s-tt. Sliding Glass Door ZONE 4 2'-O" X 6'-an Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" 2'-6" X c-8" Solid Core - Wood - 6-Panel 5'-O" X 6'-so Solid Core - Wood - 6-Panel - Bi-Fold 2'-S" x C-8" x 1 %" Solid Core Wood. Steel, or Masonite Door 2'-8" X c-8" Solid Core - Wood - 6-Panel 2'-40 X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold b GARAGE ITHSTAND LL Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified by contractor h manufacturer s specs prior to construction iPA 3" Verify attachment hole location with GC prior to fabrication 3/8" thick, steel bracke Y2 00 DO EO OE " � ry E EGRESS E 13'-II" O O I Filled call under P O R C H E - girder above E WIRE LATH t STUCCO CEILING cii MASTER E BEDROOM E c 0 - O L EE O E OE u0= e' a' A.F.F. E w a Flat Ceiling I E i O m E r I Vanity to be O I O 34 Y2"high a 8'-O" to 9'-8" A.F.F. Rod t Shelf T Vaulted Ceiling �13 I r ILn GREAT' ROOM ° �J LOSE T I - H.B. H - - - E Q �°-� m R od t Shelf cry I E - O I o - - ik 3'-4" = 32" DRYER A3HSR W O W LAUNDRY a I 10) L O in I W -0" to 9'-8" A.F.F- 0 Vaulted Ceiling DINING = �` Vanity to be ROOM m _ B" 42" 34 Y2"hlgh I I I T counter tops to 3/8" thick steel O E tr overhang wall 1.5" I counter to supports eq. eq. counter tops to E O 6 over ang wall 1.5" in Oo - - - rn 2'-4" - - - PANTR CAB " m m -- 0 O +41" high wall ° ° I DW I SECOND E 0 BEDROOM <ITCHEN I ° Flat Ceiling I Vaulted Ceiling O_ O Upper cabinets to a I extend over, Ref. I �I O I REF. NON -VENT CLEAR Q 138' OPENING L - - - J _ry - - - R-II Batts Iawlatioe `r O Provide auto O ttl W.H. ® THIRD E closer See detail onteel 11this O sheet O BEDROOM __ O x 1�22" x is Attic Access I A a with light I 8'-0" A.F.F. io I _ c - - - - - J Flat Ceding 8'-O" A-F.F. A/C Flat Ceiling #1 w C,4R�LC J ot O � � Block wall in O OE EI MT Ill /garage to be E E struck block r+ Provide auto 2 -8 R-n Batts Inawanian ter, 13'-O" closer 6' -4" 150 Amp O Panel i EMERGENCY E r-----------------I r------ " EGRESS ------- ---� E Oi+l I I Bif I I I E GOLF CARTI WGARAGE I I a- IEFET 191O 00 OF)Ell IL23 IEE 6'• COUNTER TOP BRACKET DETAIL A V 2'-8" 9'-O" 2'-8" I 6'-4" 2'-8" 9'-O" 2,_8, Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 Sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. Paden t Braden AIA, FA Wynne BUIIdirg Corp. MODEL: Day- Drawn Revisions : Sheet Comm Architects - Planners 411 S.E. Coconut Avenue THE W i DSO RE REAR Drawn by: 2 I i Tel : (172) 281-8258 RR �ORCi-i C C.U. Fax : (112) 281-8283 Spanish Lakes RIGHT Checked by: E-mail: bradenaia8comcast.net St. Lucie County Florida D,iR.B. OF 5 Atiiart FI ';4994 #AA(_000032 -- TES: rA r I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL iS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN)- PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il V' FCUND�470N FL/4N ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-36 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor, to provide filled cell with concrete and 1 95 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from pI-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) �. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction I Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL reinforcing steel shall be grade 60, meeting ASTM A-1( and A-3S specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap SEE TYPICAL at each filled cellSECTIONS 4" concrete slab with fibermesh OR Ox6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill = e I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. I4" I / TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. q •t 0" (2) #5 bars Cont. bottom steel 12" % DETAIL AT 6" GARAGE STEPDOLUN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished floor I,R ! Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADES \ SCALE: 1/4" = 1'-0" FOOTING SCHEDULP. Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET Q 30" x 30" x 16"0 COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at (_;arage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar Vert. w/ SO" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 30"x30"xl6" concrete SCALE 1/2" = 1'-0" \SEE TYPICAL EC71ONS 4" concrete slab with fibermesh OR 6"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" ® F.F. III —Ili 14% x 14"d concrete monolithic 3 footing with (2) #5 bars cont. 14" F j2 GARAGE CURB DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. SCALE 1/2" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services - Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Se 3000 PSI See Floor Plan For Location 1, >. :. r): :(�r`• Double Filled Cell Column Single Filled Cell Column NTS NTS 0 u_ "- service location IS'-3" ------------------- 2 I FI I 12" x 12" concrete column block filled rwith concrete and (2) #7 bars Vert. tied mto lintels above a'-IoY2" z 8'-IoY2" 12 OL� O Filled cell under girder above J Rear Porch slab to r be poured separately W I from House Slab. O 0- ry I o - o I t, I Thicken rooting to 24"w x 14"d x 24"L I I under filled cell I E under girder bearing. 00 EE 1 1 1 O O EE I � — FI Rear Patio/Slab to FI 1 be flush with bottom of sliding door recess. E Slope 1" I E I I I I' I I FIII I I E 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill naa CO I 50 to m- o I DRYER ASNER I I I0 IF— i i i o II I F- I r- 11 / II FI 4" concrete slab with fibermesh OR 6"xb' 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I F\# to I I i�ol l<1l I --01 — F6------�--I ro-- `a r --Cr ----- — O Ln I a F51 1 O 14' step ] LU N I (L o z = 1 o I E 0 I I L------FS----J CIL �_ O �O E 1.5" Recess for 0 OE _ arage Door ;n Ir 2'-e„ q,_O, 2,-8„ 61_41. raden t Braden AI/A, P/A Wynne Building Corp. Architects — Planners Tel S.E. Coconut Avenue T I I E I I I j �I j 'i D C Tel (ql2) 28�-8258 1�1 w I I � d_.1 _ Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia8 comcast. net St. Lucie Countg Florida Stuart. FL 34994 #AAC000032 FI I o I I I I � I o D W I I I I MICROWAVE REP. NON —VENT 38' CLEAR O OPENING v F 00 1 4"a Steel Ballard 0 See detail on this sheet i I Lu I I E I a I I ® F51 ti to I� I I I � I I I I I� I Io I I t- r- I F5 I F- 13'-O" � I I L — — — —— _J O O O 1.5" Recess for O EO Garage Door Date Drawn Revisions 5-1)-11 Drnlun by: C-"-I Checked by: ®.f�.B. Sheet 3, OF 5 N Comm # IS-IS9 '' Jile Copy ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Area Ede Field Fastener Max. Frere Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 .4 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit into box on these plans for zone 3 Concrete / Lintel Column Verlfg with Plan Wt 1 Rebar to Lintel Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. Provide Cast -Crete BUB-OB/OT precast lintel sat in mortar Min. 8" Bearing 12"x 12" Column Block Provide #5 bar set in pre -cast O O L_ ;4 `t Scale : 1/2" = l'-O" lintel into beam where length of the opening calls for it. — Overhangs at 1'-0° unless Otherwise noted On this Sheet — Roof pitch at -4:12 unless otherwise noted on this sheet L4 :. � ;�,.�.•�tlgya,:y�y. t.,.i .{).•�y ,t., may., s, y;.,,•�".. 3:�::J 1. 1:�,, �.. Provide PT Buck L' : l l r.,:: II I`31 F;�I 1 `.I attached per Uamb 'details into filled cal Pei::.'.{ (;;i •, 4" Pre-cast sill j a.:.i a 10 Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. Concrete Footln dule �:J '.' '._ .: .•`"L" r'� (see footer ache - T.'`, ,-� '=• .-.... '' for exact azas) DETAIL AT WINDOW OPENING IN Scale: I/2" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinag to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Rebar 48 Bar Min. overrlaplap TRUSS BLOCKING DETAIL AT GiRDER STRAPPING Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tyype 2 felt paper using Sd nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into Studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c- max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear „ „ A B Length Length Span Bars Bars BAR 2'-10" 2'-8" 1'-6" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none 8118-015/IT 8F8-I5/IT 8P8-IB/2T Additional 4'-O" 3'-101, 2'-8. 2,#3 none tt5 bars CLEAN ' ,.`'.' '`•lE; 4'-6" 4'-4" 3'-2" 2.#3 none • -.. me Row of "H" • �;y+ Block Above :�y%;"^�" 'tz, 5'-4" 5'-2" 2,43 none Precast Lmtal 5 -10" 5'-8" 4'-6" 2.tt4 none r`"y r'"•'" il `•. Additional f N 6'-6" 6'-4" 5'-4" 2.44 none �„ 45 bars ,a_--._e 1'-6" 7'-O" L'--2" 2,#5 none BFIL-IB/IT BFIL-IB/ZT NOTES: 8'-4" T-10" T-0" 2AS none I. min. coverage of steel=1.5" 2. min. bearing required a ea, end=8" ALL reinforcing steel is grade LO. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LiNTEL SCHEDUL E Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S12O Top Steel Sam Mex. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8F8-OBAT I #5 3049 1569 1024 L31 21_e: 4'-0" 8FB-OB/IT I #5 2541 1343 743 1_145 4'-5" 5'-IO" SF-OB/IT I 45 1106 909 339 L50 5'-O" L'-6" 8F8-OB/IT I #5 1238 835 121 L60 6'-8" T-6" 8F8-OB/IT I tt5 1011 121 534 LBO 8'-0" 9'-4" 8F8-IS/2T 1 #5 2 #5 152 591 512 L90 9'-0" 0'-6" 8F8-IB/2T 1 tt5 2 #5 6i3 530 401 49013 cl 10'-6" 81=I6-I13/2T ONE 1 tt5 2 #5 1533 1183 401 1.100 10'-0" II'-4" 8F8-IB/2T I #5 2 #5 582 494 1 452 LIOOB 10'-0' ll'-4" BFI4-I15/2T ONE I #5 2 s5 131.4 1028 1 452 L120 12'-0' 13'-4" era-I15/2T I tt5 2 #5 4'tl 428 324 L120B 12'-0" 13'-4" 8FI6-I5/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0" 15'-4" BFI4-I15/2T ONE I #5 2 #5 1250 609 259 LILO IL'-0" IT'-4" 8F8-I5/2T 1 tt5 2 #5 300 192 194 LMOB I6'-0" 11'-i" BFIL-IB/2T ONE 1 #5 2 to 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI Co CRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFOR ATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSE-0- Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails — ( 24" o.c.) supporting Max. 18101ba uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" 5 Kaycan full o vent viayl ski installed using 1/8 dia shank x 15" long gals. rooPmg nails with 3/8" dia. head per product approval - we chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tled__� into lintels above thicken edge to Vx8" with concrete and one tt5 bar continuous BEYOND Top of footer 16" below finished floor a �12 - 4 1/2" Aluminum Drip Edge t Fascia Poured Co concrete t Poured Concrete concrete block u Concrete f Manufacture klummum Panel Sizes per manufacturer 5ee Tuecal Stud Detail 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details t Stud Detail Stud w/ Die Cast Zinc ors Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ds at each web ' hi -rib lath vertical wood a to provide trat,on into 3/4" panatrateon members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan Wood Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom Of top chords using (2) IOi falls at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer > \R-30 blown fiberglass in bottom chord of trusses —1/2' drywall with smooth finish Two rows of beam block filled with concrete -and (U #5 bar cant. in each row. Substitute to d) � X r Ot rn N� � 4" O a a t a O 2s 0) ui N dd) o 0 {- w (n� N t_ precast lintel filled with concrete and (l) 45 bar cant. for bottom row over openings 1/2" drggwall over Is x furringg strips a( 16" o.c. with R4.1 f`i-fod Insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertalnin ASTM codes. co Mortar to be Type "M" only proportioned pier FBC R(01.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and () 45 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L xL" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill III III—IIII•-1III'-1III" 'III�N" III1--"'—\ FI Typical Sect�on at Front fi orc� Scale : 1/2" Simpson HETA 20 hurricane anchor at each truss ( 24" O_c.) supporting Max. 1810 lbs. uplift HETA 20 Strap truss to wall using Simpson MGT with 5/8 dia_ threaded rod with min 12" embedment Into beam either wet act or in epoxy with (22) IOd nails into truss. Add blocking to /truss leg per detail on this sheet gol IIIIIIIIIIIIIIIIIIIN IPA MEN AM EWA N HEIM ROME 1 IVA NEW'-` 'AfAl El VAA MAN ilimmir-i lessening C HETA 200) Provide downspout Simpson HETA 20 Provide for gutter hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Date brawn Dralyn by: C_Q,U_ Checked by: D.T-�- g HETA 20 d) p pIL- X 0 r Oq m N }, . i fa L.a a w� D, L) D U to 1° d O 00 E_ _ to V ry Diu- W 0 'Q w Provide downspout PANEL "Ai, Poles BWRDeacr,pt,on escription circ# circ# Description Wire Load BR Poles 2 4comp 1 2 AHU #10 3.3 kw 30 2 3 4 2 3al. water HTR 5 b Ran a #6 12.0 kw 50 2 1 29 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 L2 kw 20 1 20 1.5 kw 412 Microwave IS 14 Refrigerator #12 I.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. m 18 Recepts #12 20 1 I 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts tt12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 I 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 L-12 kw #12 21 28 Recepts #12 20 1 I IS #14 General Lighting 29 30 Recepts #12 20 1 I 15 11114 General Lighting 31 32 Recepts #12 20 I I IS #14 General Lighting 33 34 Exterior GFCI #12 20 1 15 #14 General Lighting 35 34 Bathroom GFI #12 20 I I 20 912 Smoke Detectors 31 38 General Lighting #14 15 I I 20 #12 Bathroom GFI 39 40 General Lighting 104 IS I spare 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts 3 Total(Watts) General Lighting (3, watts sq. ft) Small, ,Appliance. C,Ircult(s)..... . . . . ..... . Refrigerator ............................ ...... Microwave .......................................... Dish Washer .Cl.othes.Washer................................... Clothes.Dryer................................................ Water Heater Water .Pump ............................................... Garage Door Opener ,.,.......I ................... . .. _ .. I ................. I ................. . _ ..... .............. .......... .. ....... 1135 5,205 2 1,500 3,000 I 12,000 12,000 I 1,200 1,200 I 1,500 1,200 1,200 1,500 1 1200 1 1,200 1 5,000 4,500 5,000 1 4,500 1 1,800 1,800 1 810 1 810 Total Watts 31,415 First 10000 Watts 6`100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10.000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size 129.03 Required = 150 Ampsi Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -1:5' Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light w� Waterproof, ground fault interrupts n Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM 1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc`:� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A ec A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sricR Speaker Hook -Up F11 Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire ono aluminum. 2. Provide and wire Alall required smoke detectors. 3. Contractor to verifg location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. -1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9, A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fuI14 operative. 13. Contractor shall pay for all fees, permits, tes'ling, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. tend shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilrtg and telebhone combanu. u2/0 Aluminum feed 1 '/2' Conduit --, 2"PVC ( 2" 124 CFM IOxlOx6 PORCH MIASTER BEDROOM I 12xl2xIO 124 CFM B/A IOxIOX4 I ` \ 141 CFM 14-1 CFM lOxlOx1 I IOxlOx1 i I i .1, I 12xI1xjT1 B/A I 8x4x4 I 9 CFM 1 I RE,4T1 ROOM LOSET I 1 Vent thru �JOfflt 8x4x4 50 CFM o I DRYER ASHER I LAUNDRY 6 FM I 8x4x4 141 CFM I IOxlOx1 0 0 12 I DINING IG I '"-� I ROOM 8x4x�i I ��' I 12x12x8 B/A��� - - PANTO CAB MBiw� --- o DW 111 CFM 12x4x1 I SECOND I I I I 24 CPM BEDROOM I IOx1Ox4 I 10KITCHEN 20x2O NON OVENTE 1 I'R7,Al T 38"RCLEAR O OPENING L J � enlir \ - O - - - I 12xl2x8 -' -� I ` F -- B/A L 14"I _ W.H. THIRD I I 4" Co Steel Ballard See detail this sheet BEDROOM on 100 CFM \xs u1 \ O I I _ -" x 5- _22-2"4" IOxbxb I 2Q I Atwith AccessI li L - - - -_ A/C disc. A/C 8x4X4 #1 CFM 1 1 GARAGE 5 A0 MP PA EL ELECTRICAL 91. copYe6oar wire cont.ar in slab RISER 150 Amp Panel GOLF CAR7 GARAGE I I I I I I I I I - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. I� manufacturers recommendations which shall be verified prior to construction 19, The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 29. Dryer Vents to be installed per FBC RM1502 - `1ECHAN C,4_ r-----------------i I I I I I I I I I I I I I I I I I I I I I I I _aYcu- O= THERMOSTAT LOCATION SCALE: 1/-4" - I' - O " Braden It Braden AAA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiaBcomcast.net Stuart. FL 34996 #AAC000032 3 TON SEE M� "J" and Install oulet under disc -- rot shown for clarity �L�CTRfC�4L �'L�4�1 ---- Post Light with SCALE: 1/4" = 1'-0" Photo cell Center Post Light between driveways E W re For Front Post Light Wgnne Building COrp. MODEL: Day Drawn : Revisions : Sheet Comm # THE WINDSOR REAR 9-11 D E - PORCH cr�Wnuy: Spanish Lakes RIGHT Che r : St. Lucie County Florida ReBB D OF 5