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HomeMy WebLinkAboutBUILDING PLANGulf Coast Suppl 26 ga. 5v crimp wood screws with (type 2) 30 Ib f laps fastened with spaced 6 o.c. at deck to trusses L 5/8" thick light textured stucco on typical concrete block construction L RIGHT ELE\/ATiON SCALE: 1/4" = F 5v Crimp Metal roofing FL #11451.12 1 attached to plywood deck using #9 x 1.5" washer at 12" o.c. max spacing over ASTM D nent installed with min. side laps and 6" end esistant tin caps and with 5" ring shank nails two staggered rows 12" o.c. n field. Attach ent detail on this sheet 12 SLOPE �{ COVERED PORCH 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands 4009 iL-� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 29 ga. 5v crimp metal roorinig attached to plywood deck using 49 x 1.5" wood screws with selr sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlaglment installed with min. 4' side laps and L" s end\ laps fastened with corrosion resistant tin capand with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" ox. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 5/8" thick, light textured stucco on typical con creTeiSE PLANS AND ALL PROPOSED WORK block construction RE SUBJECT TO ANY CORRECTIONS MASOUI� EGIN PEtl YFIELDINSPECTORS THAT LEFT L U �4 T i O >\l li 4404r WITH Alvin rlNr11,100 *COAL SCALE: Vale = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doore, Overhead Doors, Sliding Doors, 'Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass I Attachment method TEST Expiration JUeXe Design Pressure of Approved Tests Ir2r3 t4 FLU 11499.2 Single Hun g g Series 185 Mi Windows and doors ie. x elpeone W mifrff ppn�},LetLon at max rom each corner and 6 o.c. thereafter through PT puck into onca Pilled CMU wall maintaining min 2.5" edge distance m etnct adherence to the product a roval.g g i ± 60 psf A I6-0330.02 Overhead Garage Door Model 824dth 9'-4' max. width 16'-D" max height DAB hat x ue to aerierat's ee win i a ee m th 1`h#51bar dine t. amu2amn. ' slit LC ab. if anchor, at 0, cc. m sac• " x a Full thread dg ear . I'll 'seoh"I6ra" k m"nn{ahknina min or 1-5" .ilea distanca - GC to strmtly adh. a to product approval road. 1/10 uah wt waah.r en rdl.r andtt 10-9--21 + 50.0/-60.0 par B FL# 11114.1 Fiberglass Desi n Pro/ Smooth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment. qt 3" max from corners and I1.5" o.c. max "thefeafler in he and samba. + 50.0 PSF C FLU 15332.2 Sliding Glass g Door Series 420 Mi Windows and doors rawiqq. x �pcons W ni enstration at 6 max. each corner end l" o.c. ell tlauele row thereafter through PT Buck into solid Pilled CMU wall maintaining in 2.5 edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Sptation Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcon with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FLU 11651.12 5V Crimp Metal RoofingGulf and Coast Supply manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I.S. wood screws with self sealing washer at 12" O.C. max aDacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrowon resistant tin caps and with 1.25" nn shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.c. in Bald. Attach deck to truwies using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" ox. screwed to soffit framing using 4812x 33" wood screws at each truss. Install soffit to ebattens using " dia. x 1.5" long ring shank nails with 3/8" di , h +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" die-20 x I'5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c, at the top + 45.0 PSF - IlEngineer I have reviewed the above and approved it by my seal below. ( Architect or of Record ) 2" x 4" top plate ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED base -board THESE PLaPIr ;;;d ALL PROPOSEDWORK ARE SLBJECT TO ANY CO'PM:CTIONI REQUIRED BY FIELD INSPECTORS THAT MAY aE NECES-V^Y IN ,pn!p To coin viliTi,,.uwrvr'ra...mZCDAMsr Q LL AU FACTORS Cnlr"ES LASLES S WITH FBOAND SHGC COMPLCE ROWING REMAIN ON ENERGY CODE Mul UAMLINSPSC S 0WINDOyyS CON' 44''� r Ai i° r p s7zkhF' e 09 ®Ni SPpiQ, 7��A�H ,411Re $4L'T�,q�„q�CpgO ryE rS Gulr Coast Supply and MFG 5v Crimp Metal roofing FL #ilt51.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x LS" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 12 SLOPE 'I 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 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 A57M D (type 2) 30 Ib 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 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" FILE Cm 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 Ib felt using Sd nails. Substrate to be 19/32" CDX Plywood nailed at 6" c.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12' 0 ®®®® ® ❑ =11 5/8" thick x 8"w cut coral finished stucco bands FRONT E L E\/A T i O N 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IC o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partltlon ST. / 7CO NTMorC.2& REVIEWED FOR CO P BUILDING DiViSiON REVIEwEp g �CE DATE 7 _ PLANS Afa rtRMIT MUST BE KEPT SITE OR NO INSPECTIONS ON .lOg ( )WILL BE MADE SCANNED BY St Lucie County rLS Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners III I C 411 S.E. Coconut AvenuePL T H E W i I �l D J O R Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiascomcast.net St. Lucre County Florida Stuart. FL 34994 #AACOO0032 SCALE: 1/4" = 1'-0" 8'-1" BEARING 0'-0" = Finished Floor 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 Category: II Wind Velocity: 165 mph ultimate Mean Roof Height:')'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±OAS SubJectabditg to damage from: Weathering: Negliclible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.6DL+O.447L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 oaf Roof Zone: 2. +20.4/-51.0 psf Roof Zone. 3. +20.4/-84.0 par Components t Cladding Wall End Zone Width: 3'-4'r Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3Per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LiVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A-5 par FLOOR DEAD LOAD: 10 par TO I30PI Cfi E::] = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Model: Date Drawn Revisions Sheet REAR PORCH 5-9-11 Drawnby: c.c.u. j I RIGHT Checked bg: D.R.B. OF 5 Comm # l5-l59 FLOOR FLAN 414 CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-C" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter proceeding with work. steel crash post. Floor p g Flange with 4 - 3/e" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansicn bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8% 5O ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2Az 2A, 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete, ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" ° 2'r,' 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 2 i. ALL wood in contact with concrete shall be pressure treated. 1 0 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. , „ 12. Lowest finished floor to be set by Governing Building Department 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 I5. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R3o2.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 40 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. R31( - see permit info box of code edition 18. Gypsum board material Shall conform to ASTM C36, C19, C4-15, C514, C630, 0931 CoT O, C1002, C1047,C1171, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Masonry Beam I" x (" F.T. Buck naked to / block with vase hardened Wads Thickness Framing Max. spacing ners Nail sizin prior to door attachment Dr g options for Spacing installation of drywall into Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long �2 annular -ringed or Sd cooler nail OR Walls Either It., all 16' 0.080" dia, xx 1 5/8" long with Direction 15/44' head OR Ggpsum board nail 0.080 dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 1 5/8 long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail OR Walls Ether 16" 8" 16" 0.092" dia. x 1 1/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19, ALL ceramic tile surfaces Installed shall conform to AS T i'i A108.1 thru 4108_6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #116SL12 26 ga. Sv 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 1)(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 ("o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES f 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) U5 bar cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (U tt5 using 1/8' din shank x 15" long gals. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet al 1/2" drywall over 1" x furringg strips at 14" o.c. with R4.1 PI -foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC RT02.3J and shall meet all pertaining ASTM codes. blockoconstrucitiolnconcrete W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL07.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) tt5 bar w/ 30" overlap Fill cell with concrete and ap at each filled cell (D 95 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"xO 910/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade -: 1' I gRE::::1IIII=11 i' 1' I I111 I I 1 i'- 14" x 14" Concrete footing 14" with (2) 45 bars cont. and 45 TY F i C A L S E C T I ON transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. I VIC' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall cries u8 wood screws thru jamb into buck at each huge and 15" o.c. max and n p t .9I 1 at n nnr brior 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/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." c.c. max thereafter at ,Iambs and 20" o.c. max. Exterior race at head and sill per product approval or wall -1 / \ Buck to be I" x 4" PT "x4" P.T. Buck nailed to ock with case hardened nails Detail at W I n d O W S prior to window attachment NTS Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Q O O Use 3/14" 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 I" x C P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ I I II fixed door sliding door Masonry Wall 1 1/2" iottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with l l d i n g Door D t all 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b t Masonry Wall NTS l,Ulndow Schedule 19, ALL ceramic tile surfaces Installed shall conform to AS T i'i A108.1 thru 4108_6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #116SL12 26 ga. Sv 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 1)(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 ("o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES f 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) U5 bar cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (U tt5 using 1/8' din shank x 15" long gals. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet al 1/2" drywall over 1" x furringg strips at 14" o.c. with R4.1 PI -foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC RT02.3J and shall meet all pertaining ASTM codes. blockoconstrucitiolnconcrete W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL07.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) tt5 bar w/ 30" overlap Fill cell with concrete and ap at each filled cell (D 95 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"xO 910/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade -: 1' I gRE::::1IIII=11 i' 1' I I111 I I 1 i'- 14" x 14" Concrete footing 14" with (2) 45 bars cont. and 45 TY F i C A L S E C T I ON transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. I VIC' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall cries u8 wood screws thru jamb into buck at each huge and 15" o.c. max and n p t .9I 1 at n nnr brior 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/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." c.c. max thereafter at ,Iambs and 20" o.c. max. Exterior race at head and sill per product approval or wall -1 / \ Buck to be I" x 4" PT "x4" P.T. Buck nailed to ock with case hardened nails Detail at W I n d O W S prior to window attachment NTS Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Q O O Use 3/14" 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 I" x C P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ I I II fixed door sliding door Masonry Wall 1 1/2" iottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with l l d i n g Door D t all 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b t Masonry Wall NTS l,Ulndow Schedule Mark Size Rough Coen. Window Description PRESSURE ZONE I. 4'-S%'x 4'-6 As" 54%8"x 54Y8" Single Hung ZONE 4 2; 6'-2%"x 5'-3 As" 15' x 63%' Single Hung ZONE 4 3; 2'-2" x 3'-2!/2" 21Y2"x 38%" Single Hung ZONE 4 41 V-1" x 5'-3%" 38" x 1.3'/4' Single Hung ZONE 4 A A A will L Windows to be aluminum windows w/ tint nd mullions per elevations. L windows to withstand pressures in permit info box on sheet 1 LL windows in bathrooms to be tempered I rough opening dimensions to be verified by contractor 1h manufacturer s specs prior to construction Door Schedule Me irk Size Rough Opening Door Description PRESSURE ZONE 41-O" x 1'-0" 108' x 84" Overhead Garage Door ZONE 4 3'-0" X 4'-8° 41" A4' x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O° X 6'-B" �4" x 81/z' ,fr01." «Lan Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 A,' 2'-V X C-8" Solid Core - Wood - 6-Panel 5'-O" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x C-8" x 1 s/," Solid Core Wood. Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - I. -Panel V-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold b GARAGE WITHSTAND All wi ILL 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 ttl rough opening dimensions to be verified by contractor h manufacturers specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" steel COUNTER TOF BRACKET DETAIL Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comic ast,net Wynne Building Corp. Spanish Lakes St. Lucie County Florida Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions Sheet Comm u 5-9-I1 REAR Drawn by: I I _ l PORCH c.c.u. sq RIGHT Checked by: D.R.B. OF 5 STRUCTURAL N07 fib: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB-501L, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 10 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS BE MIN. 3000 PSI ED 'GROUT FILL4,000 MPSI' MAND IXM AT 2SHA8LDAYS BE 000 OR PSI 3- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10 WELDED WIRE MESH REINFORCING ON 4 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 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 4- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. I. 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 17. FOLAD;4TION FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 90, MEETING ASTM A-16, d A-35 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 STRUCI�URAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STAND (I. RD 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, Boll 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 I #S bar vert. at -48" o.c. max. Provide (1) filled cell on each side Of openings upp to S'-11" Wide. Provide (2) filled cells on each side of openings from ('—O" to q'-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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. 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 (0, meeting ASTM A —I, and A-35 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. SCALE: 1/4" = 1'0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET Q 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 141'W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" F6 1211W X 1811D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET #5 bar vert- w/ SEE TYPICAL Thicken edge to 8"x8" with concrete and 4" concrete slab with flbermesh OR 30' overlap p ECTIONS one #5 bar continuous 6,,XC #10/10 WM on ID mil Visqueen over at each filled cell clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WwM on 10 mil Visqueen over clean compacted termite treated fill a0 — — Grade — I —(III—III m E I — 8 _ PORCH SLAB EDGE ,ETAIL )LAB =11�14"w x 14"d concrete monolithicSCALE with (2) #5 bars cont. I/2"footing 45 bar Vert. w/ f 1 TYPICAL FOOTING DETAIL- 30" overlap SCALE 1/2" = I'-O" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6 x6 410/10 WWM on 10 mill Visqueen over based on gar. floor 4" concrete blab with fibermesh OR clean compacted termite treated fill p slope. 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. #5 bar in curb O'-O" ®F.F. Grade - a —�--- _- c C _ OD E_ — III m (2) 45 bars Cont. bottom steel 14 w x 14"d concrete monolithic 0" —II I— III —III' footing with (2) #5 bars cont. 12 14" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" iJ GARAGE CURB DETAIL SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied 4" concrete slab With fibermesh OR into lintels above Verify house slab le xd #10/10 WWM on 10 mil Visqueen over height In field , clean compacted termite treated fill Top of rooter 16" below finished floor #5 bar cont. IL"777-=7.77777-777.777 - ZA: - 30"x30"xl6" concrete • column footing with (4) #5 bars each WagO„ (2{ #5 bars Cont. bottom steel 30" 12" �j DETAIL AT 9" GARAGE COLUMN FOOTING DETAIL SCALE 1/2' - 1'- 0 SCALE IjEPD10N 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 bg 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 4" PT wood secured with \ 3/e"die. x 6" anchor bolt at IS° °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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One U5 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 SI Double Filled Cell Column NTS Conc. FIII To Be 3000 P See Floor Plan For Location Single Filled Cell Column NTS c 1 r rwith concrete and (2) #1 bars Vert- tied 35'-O" I into lintels above , � 8'-IoY2° 12" 8'-IOY2" OE _p p 1-1 1 � p E EE �11 i OE 00 - - - - - - - - - - --F-- — �-- L_ � N i J� OLT I Filled cell under 24" I r girder above 1�I Rear Porch Slab to O - F4 FI J r be poured separately 1 W I O from House Slab. O (L � IL N � 1 ` N I Thicken footing t4 E I / I x 24"L uU led e ZL under filled cell under J. I under girder bearing. I o ,, E E E E it Gui IF I Rear Patio/Slab to I be flush with bottom of E I sliding door recess. Slope I"ee V4L slab with fibermesh OR I H.B. I 6"xL" 410/10 WWM on L mil Visqueen over I a E I clean compacted termite treated fill �aa m I I -i DRYER ASHSR FI I o I I IE I I �- I F- I- E I ° I I '- I IE FI - o I o I I r I EI IE -'I O�iDw I I �I O my b _i I " - OI 10 FI 4" concrete slab with fibermesh OR I I 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill E MICROWAVE D° I NN-VENT II p 38. CLEAR NO FEO H.B. —E n --- E I 4" 0 Steel Ballard ° I See detail on this sheet _ I \ W I I I E I .Z3 <1LU A II� IC I I I Me o f o I FI I I F51 on either wide of XLF6 r- — — — — m — — S I O L house field verify service location — — — — — — — — — — N I I N ° E E E E E r--� ----- —° E I O Ln I EI I F51 I a I I � ( O 14 Step UJ O -1-16 rL I z O rl N I F5 O E r- IF I I I I I i I F5 —J P4 o O L— —J E------5--- �% a ---- — — E _ EE E 1.5" Recess for E EO - �' OE E 1.5" Recess for E IEE arage oor Garage Door •r 2'-8" 9'-O" y-g 6'-4" T-8" 9'-O" 2,_8P, FILE COVY Braden it Braden AI A, FA Wginne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners 411 S.E. Coconut Avenue T J-f III j�l C"1 C� O H D REAR 5-9-11 Drawn by: 2). Tel : (112) 281-8258 0 I W I` v PORCH C.C-U. Fax : (112) 281-8283 Spanish Lakes RIGHT Checked by: E-mail: bradenaias"comcast.net +:iart RI �499L, #AAC000032 St. Lucie County Florida D.R.B. OF 5 Comm # IS-IS9 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Ke4 Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" ad ring shank l6 psf Zone 3 41, 4" 8d ring shank 84 psf ** Zone 38 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with PlanIiI L_ Simpson HETA 20 Provide tt5 bars 98 bar O O „ hurricane anchor at each truss with min. Provide #5 bar set in re -cast Scale : 1/2 = 1 —0 diameters overlap Into beam. Tie P ( 24" o.c.) supporting Max. p g filled cell steel Into continuous lintel into beam where length of beam block steel. the opening calls for it. Overhangs at 1'-0" unless Otherwise noted on this Sheet 1810 lbs. uplift HETA 2 — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete -� `: - — Truss shop drawings to be provided by manufacturer - L6 BI BUB-OB/OT precast lintel set in mortar _ T y.:,_ — Any changes to this plan shall be submitted to the B1 Mtn. 8" Bearing ? architect for approval In writingrior t0 starting construction. 'III`ALL TRUSS TO TRUSS CONECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior I l,, l t• ��.:�1 ' Provide PT Buck ' to construction for layout and uplift verification I attached per jamb i : >I Poured Filled Cell etails into filled cry — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction 4" Pre -cast Sill I ] , I'. •:' it t Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie BI zz filled cell steel into continuous f footer steel. Q �4-T Rebar Rebar 48 Bar Dia- Min. Overlap Column to Lintel 4ttachmert NTS t .icy I I Concrete Footing ' 4 (see footer schedule --. for exact alas) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE FLY REAR GIRDER TRUSS all 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall us 1nQ r+ 5/8" ilia. threaded rod set min.n. 12" into wet beam and (22) IOd nails into truss Poured Ca concrete b N 12 chore Per Q Specs ax. _ U 0 m v — m a L Poured Concrete or I concrete block wall \ i Concrete Anchors Per TR U SS BLOCKING DETAIL Manufacturers Specs AT 21IRDER STRAPPiNGrt AT ENTER BEARINGS POINT Flush Mounted Shutter Detail "1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using Sd nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c, in fie( and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing L #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 underlagment installed with min. 4' side laps and (" enl laps fastened with corrosion resistant tin caps and with 1,26" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12 o.c, in field. Attac deck to trusses using attachment detail on this sheet Addition Precast Lintel #5 bars r: Lintel Length Bar Length Clear Span ual u A Bars Bars i 2'-10" 2'-8" I'-6" 2,#3 none 5'-4" 2'-2" 2,#3 none BF8-OBAT 8F8-IB/IT 81128-3/2T Additional 4'-O" 3'-10" 2'-8" 2.43 none - tt5 bars CLEAR•- ...!';:'�:', 4'-6" $'_4" 3'-2" 2,#3 none One Row of "H" S'-4" 5'-2" 4'-O" 2,23 none Block Above ' 4' none `i (:: 1 Precast Lintel r 7 6'-6" 6'-4" 5'-4" 2.#4 none i ,;='%.. :3',;•:, i i :"•`"` '"�-` i Additional tt5 bare 1'-01, 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T 8'-4" 1'-10" i'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. erI 3. standard For reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) o LiNTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rowe of Block Above Bottom Steel $1ZO Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 2'-2" V-L" BFS-01 IT 1 tt5 3069 150 1024 L31 2'-1." 2'-8' 3'-1" 4'-0" 8F8-OBAT 1 #5 25LI 1343 1L3 L45 4'-5" 1 5'-10" BF8-OBAT 1 #5 1 1105 409 1 334 L50 W-O" L'-V BF8-OBAT 1 #5 1 1238 635 121 LLO III 1'-L" 8F8-OB/I7 1 #5 {oil 121 534 LBO 8'-0" T-4" 8F8-IB/2T 1 #S 2 #5 152 591 512 L90 111 10'-6" 8F8-6/2T 1 #5 2 #5 1 530 401 L90B 9'-O" 10'-0 1111FIL-6/2T ONE 1 #5 2 #5 1533 I183 401 LI00 10'-0" ll'-4" 8FI IB/2T I #5 2 tt5 582 494 452 LIOOS 10'-0" ll'-4" BFI4-IB/2T ONE 1 #5 2 1 #5 1344 1028 452 L120 IT-0" 13'-4" BF8-I13/2"r 1 #5 2 tt5 1 411 428 324 L120B IT-O" 13'-4" 81=I6-I15/271" ONE I #5 2 #5 1015 110 324 LHO K-O" 15'-4" BFI6-IB/2T ONE 1 #5 2 95 1250 1,09 259 L160 IL'-O" IT-4" 8F8-IS/2T I #5 2 #5 300 192 194 LILOB IL'-O" IT-4" BFIL-I5/2T ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drip � Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d " I at each web \ Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment Into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet V w w O N Aluminum Panel Sizes per manufacturer — See Tyaical Stud Detail BI 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing Is per manuracturer':'L eailso9p to � ` X n a- `y L 2 2 BI L .1e15• f- a3 d a Stud Detall w Q Stud w/ Die Cast Zinc NITS =s N N N Nickel Plated Wing Nut t,t ,,a' a p0 D-03E C - pp W Nary L nts s BI 12 4 SLOPE L31 BI Gulf Coast Supply and MFG Sv Crimp Metal ro ing L #II L12 \ 26 a. 5v crimp metal roofing attached t_rpule, wit -self ealing _Washer at o plgwo d e k ng #9 Brace Gable end 9 e e un er ymen Ins e m n. a ps with 2" x 4" SYP #2 laps fastened with corrosion resistant tin caps ato tirusfiffs UA on this n Will 1.25" ring eft back nailed to bottom spaced C o.c. at all laps antnhd two at deta gered row o.c. inIng f of top chords using (2) IOd nails at each truss (V 12 Simpson HETA 20 or equal 4 1— PRE-ENGINEEi�ED WOOD TRUSSES with c(10) 10d mx 1 1/2" nails as 5 24"o.c. TYPICAL �.`�:• L31 BI ( 24" o.C.) supporting Max. ( shop drawings by manufacturer ) 1810lbs. uplift Aluminum Drip —� P R-30 blown fiberglass Edge t Fascia I/2" thic stucco on 3/8" hrrib lath in bottom chord of trusses attached to horizontal and vertical wood Q I I 12" framing with nails or staples to provide V1/2" drywall with smooth finish N I A2" x 6" Sub -Easel no less than 1-3/4" penetration Into I / I BI horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (l) 45 bar cost. in each row. Substitute I I L31 Kaycan full o vent vinyl soffit inatalle precast lintel filled with concrete and (1) #5 I I tieing I/8" ilia shank x IS" long gale. bar Cont. for bottom row over openings = 8'-0" M roofing nails with Val" dia. head per product approval —ere chart sheet #1 1/2„ drggwall over I" x furringg 5/8" thick light textured strips at 16" o.c, with R4.1 PI-foll stucco on typical concrete insulation on typical 8" Block walls DD SPACE 1 I 12" x 12" concrete column block construction gP block filled with concrete All drywall to be installed per FBC R102.3.1 I I and (2) #1 bars vert. tied Varies -see planL i and shall meet all pertaining ASTM codes. / into lintels above #5 bar vert. w/ m Mortar to be Type "M" only proportioned per FBC R601.1 30" overlap and Mortar joints shall coinply with F6C R2 O1.2.1. thicken edge to S'I P Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) L22 BI with concrete and at each filled cell one #5 bar continuous w BEYOND Fill cell with concrete and n Rear Patio/Slab to (I) #5 bar vert. (typical). _ Q be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted N HETA see Top of foo4flo Base spacng attopeion nings lan notes for 81 BI y BI 14" below f Step per foundation plan 4" concrete slab with fibermesh OR L90 L " 6"x4" #10/10 WWM on 6 mil Visqueen over Slope per foundation plan 'r clean compacted termite treated fillHETA20 Provide downspoutSlmpson HETA 20 hwrr12,neoc)hor at supporting hMaxssl,',..`;.-.;:�'' �� a FI 1810 lbs. uplift 14 -ill -(III„ii 1 11 111i 3 Tgplcal Section at Front Porch Scale : 1/2" = 1'-0" Braden t Braden AIA, PA Wynne Building Corp. Architects — Planners THE IIIIII I C TelS.E. Coconut Avenue THE UJ l I �l D J C Tel : (772) 287-8258 Fax : (112) 281-8283 Spanish Lakes E—mail: braderaiiI comcast.net St. Lucie County Florida Stuart. FL 34996 #AAC000032 — --1 5 3 1 22" x 54" \=\O 11 I Attic Access 1 with light \ 1 N I \ I I I \ I I I I E31 Provide for gutter L90B W 0J L90B L 91 91 12 I I I I I I ' 12 I 41 SLOPE I I I ETA 2 MODEL: Date Drawn Revisions 5-9-11 REAR Drawn by: PORCH =,u_ RIGHT Checked bg: D.R.B. 9E BI L22 O T in N � X a s O0 rn Q L � U ct L)_ L)- w L U Q f6 U d O 00 N N U L L � J O Q w 113 w z Provide downspout FILE CM Sheet Comm 4 04_ IS —ISO[ OF 5 PANEL "A" Poles BR Load Wee Description circ# circtt Description Wire Lond BR Poles 2 40 10 kw as A/C comp 1 2 AHU 410 3.5 kw 30 2 3 4 2 30 4.5 kw a10 40 gal. water HTR 5 L Range ttL 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr ar #10 5.0 kw 30 2 12 20 1.5 kw #12 14 Dishwasher #12 1.2 kw 20 1 20 1.5 kw 412 Microwave IL Refrigerator #12 1.2 kw 20 1 rI 20 1.5 kw ttl2 Kitchen S.A.C. r2l 18 Reeeptett12 20 1 20 1.5 kw ttl2 Kitchen S.A.C. 20 Raceptstt12 20 1 20 1.2 kw #12 Clothes Washer 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 I 20 1.4 kw #12 25 26 Recepts 412 20 1 1 20 1.92 kw #12 2-1 28 Recepts #12 20 1 I 15 214 General Lighting 29 30 Recepts #12 - 20 1 I is - S14 General Lighting 31 32 Recepts #12 - 20 1 1 Is #14 General Lighting 33 34 Exterior GFCI ttl2 20 1 1 15 - #14 General Lighting 35 36 Bathroom GFI ttl2 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting tt14 15 I 1 20 u12 Bathroom GPI 39 40 General Lighting ttl4 15 I spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) Small. Appliance Circuit(a) Range Refrigerator. . ........ .................... Microwave ........................................................... Dish . .. Washer . ....................................................... Clothes ,W.ashen ... . . . .... ................................... .Clothes„Dryer................................................ Water Heater Water Pump........ .Garage. Door. Opener ......... . ... ...... 1135 3 5.205 2 1,500 3.000 1 12,000 12,000 1 1.200 1,200 1 1500 1500 1 1,200 1200 I 1,200 1200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 311,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,9L6 Electric Heat or A/C 10,000 90% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Isingle Pole switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Ps Push Button Switch --Cr Exhaust Fan Duplex Outlet {} Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof. ground fault interrupte Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector � Ceiling fan ® Television Jack ❑t Telephone Jack . ni c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use coppper were only no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. 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 RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, 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. IL. 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. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. #2/0 Aluminum feed I r,' Conduit � 2" PVC ( 2- ELECTRICAL - Contractor shall use AL-CU - Contractor shall toraue ivas I Vent �-thru Soffit: $6 c tier wire contoreber in slab RISER Landing lugs. NTS 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 thr ugh 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 9'-1" shall be initalled in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity NIC;4L L;4YOU O= THERMOSTAT LOCATION SCALE: 1/-4" = 1 ' - O i' MASTER BEDROOM i �S O Imo` I I Kv ° I GrC1 CLOSE 111 PORCH WP GFCI \ 5 C i �i0 s-i07 .. 1►_= ,.=ill' a- 1 A 100 s db"� SECOND BEDROOM/ I / I THIRD BEDROOM, -- FA i) L0FCI f� a 71Yf 150 Amp Panel GFCI r--------®_ Garage r Door , I Opener , GOLF CART- GARAGE I I GFCI I I I I GFCI I I Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq ft. required Provide A Continuous Vented Soffit I I I I I I I GREATROOM I ®1 / I / I � / I DINING ROOM I � I \\ I ` � I I I - _ i GFCI I �1� / / AiC J Q - W.H. 4" m Steel Bollard See detail on this sheet --1 - 22" x 54' -Attic Access 1 �} OPTIONAL PANEL LOCATION GARAGE / � GFCI \ tight / r----\ ZEN GFCI , / Garage / I Door , / I Opener , I I / I I r I I I I I I I I to garage lights ELECTRICAL FLAT ---- Post Light with O SCALE: 1/4" = 1'-0" Photo cell Center Post Light between driveways F URlire For Front Post Light FILE COP` Braden It Braden AAA, PEA Wgnne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm u Architects - Planners 411 S.E. Coconut Avenue BTel T I I I 11� 11"� C, O W Ill D REAR 5-9-I1 Drawn by: E - I I_ : (712) 287-8258 I v PORCH c.C.U. Spanish Lakes Fax : (112) 281-8283 RIGHT Checked by: E-mail: bradenaiaecomcast. net Stuart. FL 34994 UAAC000032 St. Lucie County Florida -� S. OF 5