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HomeMy WebLinkAboutBuilding Plan12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. Sv 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 Ib felt underlayment installed with min. 4' side Iaps 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 RIGHT ELEVATION 12 4 1 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11491,12 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 g shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in eld. Attach deck to trusses using attachment detail on this sheet thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 2" x 4" top plate base —board Fir 5/ fin 5/8" thick x 8"W cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" O.C. 2" x 4" P.T, bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non—Bearina Partition 5 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 D (type 2) 30 Ib felt underlayment installed with min. 4' wide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet dru r.J. i.e—— ...���y�yyy �// y LIIIL.A A V W irW6 block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 31:11651.12 26 ga. Sv 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 paced 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 12 •4 SLOPE din III I�I I _ � 111HR Pi" �R 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. EGRESS 2' 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP 4ND 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: 11'-0" Roof Pitch: 4:12 Internal Pressure Cow fc ent: ±0.18 Tn� Subjectabditg to damage from: Weathering: Negligible Termites. -Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C ITCH Adjustment factor for Exposure Height. 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.6u)L Components t Cladding Wind Pressure (NET) 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 t Cladding Wall End Zone Width: 3 4„ Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: 5_ +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detai ss Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: - = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: S1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: palf FLOOR DEAD LOAD: 1Opsf JOB ADDRESS.' \n �� , Q� -�bj 6 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal rooting 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced I" o_c_ at all laps and two staggered rows 12" c.c. In field. Attach 5/8" thick light textured stucco on typical concrete block construction ;. EGRES .77 ' OO COVERED PORCH �• 12" o � ® 12" RIG��7 ELEVATION 12 4 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and, 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 -------------- 5/8" thick light textured / stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method Easpuation Date Design Pressure of Approved Testa 1,2,3 t4 FL# 239.3g Single Hun SH-100 Impact PGT 5/16" 1/4' din. tapeona w/ inn. 1 spaced per product approval. min. edge distances spe:ified 3/8' penetration to be Contractor shall adhere to in Product approval + 80.0 PSF A 16-0330.02 Overhead Garage Door Model 824/811 height IL' O"mina% ylCitlit D AB voted " ue to navrst, with . et unega a Wg �;R �R��.H.!,iHu m x 1 5/r Full tired lag moves n msh braetet nmtwnirw sort or ,mdem d,l- - GC to rtnotly adhm to prodmrt approval rovido 10-9-21 + 50.0/-60.0 sf p B FLU 16L14.1 Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4' din, tapcon with min 1.25' embedment at 3' max from corners and I1.5' o.c. max thereafter in head and jambe. + 50.0 PSF C FL# 251.5 Shdin Glass g Door Series 110 SGD PGT 1" mom Type GSA" 1/4' dia. tapcons w/ mn. 1 3/1' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2' edge distarcea specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ESYpuafaon Date Design Pressure of Approved Teats MtllliOn9 FLU 261.1 V x 2 3/4" x .315' PGT Install per fastener type and apaeings shown in Table IA and IB in product approval on sheet b or 12. + 58.0 PSF ROOF FL# 11451.12 5V Crimp Metal Roofing Gulf and Coast Supply manufacturing 2c ga. 5v crimp metal roofing attached to plgwood dock using a9 x 1.5" wood screws with self sealing washer at 12" a.c. max spacing over ASTM D (type 2) 3o Ib Pelt underlayment installed with min. 9 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses uming attachment dotal on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented yinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12' dia. x 15" lona rino shank mails with S/8" dia. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 Pinlsh Columns with thick cut coral finished stucco bands C 5/8" thick x 8"w cut coral finished stucco bands------ OL 0'-0" = Finished FI 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" O.C. base -board 11 II �, 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts RECENED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 JUN 0l 7018 26 ga. 5v crimp metal roofing attached to plywood deck using #11 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Permitting Department (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and 6 tt end st. .ucie County laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V 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 11 SLOPS COVERED PORCH 6/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 24 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 ASTM D (type 2) 30 lb 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 L" o.a. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 4 SLOPE `.: ':. :: • :.` mallow, -1 T-11-- WLInne Building Corp. THE ROYALE Spanish Lakes St, Lucie County Florida r-2" FRONT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-O" 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: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O' Roof Pitch: 4:12 Co Internal Pressure efficient. ±0_I8 SubJectability to damage from.. Weathering: Negligible Termites: Vera Heave Width of Roof End Zone. 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 par Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Well Zone: 4. +35.8/-38.1 par Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Det-ails- Provided? Yes Minimum Sal Bearing Pressure:2 500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 3-1 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -5 _ list_ FLOOR DEAD LOAD: 10psP To6R.12 � PITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Moo Corner Zones Root Zone 3 JOB ADDRESS:� -I FLOOR f=L/4N CRASH POST DETAIL AREA CALCULATIONS TYPICAL MOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor t0 verify ALL notes and dimensions prior t0 36" high by 4" diameter Livin A/C = g 1`f20 s . ft_ q proceeding with work. p g steel crash post. Floor Flange with 4 - 3/8" Back Back Porch Total - 210 S ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 3ii sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have 51a (3/8"t 50 Kai steel plate) Entry = 28 sq. ft. a minimum 1400 P S I fiber stress 0 4. No dissimilar metals to touch. S. 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 O m y3/8" 2%2 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R�02.3.5. 2%2 1. ALL wood in contact with concrete shall be pressure treated. o o 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. PA"2''°„ 12. Lowest finished floor to be set by 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 R302.9.1 16. 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. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, CL30, C931 C40, C1002, C1041,C1177, C11-18, C1218, C1395, or C1391 and shall be installed according to the following: (FBC R702.3.5) Masonry Beam I" x 6" P.T. Buck Waded to Dr a Thickness Framing Max. spacing Location Orientation Member of fastecinners Nail sizing options for Spacing nstallation 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 OR 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail OR /2 Walls Either 16" 8' 161, 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 7" 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR / Walls Either 16" all 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AG.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIIIS and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 ASTM 1)(type 2) 30 lb relt 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kallcan full o vent vinyyl soffit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 3*5 bar vert. w/ 30" overlap - at each filled cell 1 I I, HU 12 4 1 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" 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 (l) 45 bar Cont. for bottom row over openings 1/2" drywall over I" x furring strips at It." o.c. with R4.1 Pi-foll insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onlg proportioned per FBC R607.1 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 (U #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 VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill ME TYPICAL SECTION III_. 14" x 14" Concrete footing with (2) 45 bars cont. and 3*5 transverse bars at 48" o.c. Total Under Roof= 22-15 sq. ft. Total Cubic Ft = 13,1b0 2" VTR JIL I Attach buck to block wall with I 1/4' dia. Elco cone screws with min. 1 1 1/4" penetration at 12" o.c. max i and 4" max from each corner thru Exterior face 2" x L" PT Buck 21' VTR or wall /I JL arles ( I I 1 2' 1 Master I Lev. 1 48 wood screws thru jamb int$b at each hinge and 15' o.c. max an 2' Detail at Door prior to door attachment Lay. NTS 4" 1 2" VTR W.C. JIL INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK sher.k INSTALLATION Install windows 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 and 20" o.c. max Exterior face at head and will per product approval of wall -\ / \ Buck to be I" x V PT Detail at Windows 1 1 3' 1 Kit. Sink I I Kitchen 2 I I Lay. r4 3' w.c. Bath #2 Sher. 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTSPLUI„1BING Install SGD thru buck into block with 3/I6" 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 Use 3/16" tap -con with O U 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval Head fixed door sliding door 1 1/2" bottom I rack �I Sill Sliding Door Detail At Masonry Wall NTS I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall gpical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval la min 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AG.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIIIS and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 ASTM 1)(type 2) 30 lb relt 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kallcan full o vent vinyyl soffit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 3*5 bar vert. w/ 30" overlap - at each filled cell 1 I I, HU 12 4 1 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" 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 (l) 45 bar Cont. for bottom row over openings 1/2" drywall over I" x furring strips at It." o.c. with R4.1 Pi-foll insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onlg proportioned per FBC R607.1 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 (U #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 VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill ME TYPICAL SECTION III_. 14" x 14" Concrete footing with (2) 45 bars cont. and 3*5 transverse bars at 48" o.c. Total Under Roof= 22-15 sq. ft. Total Cubic Ft = 13,1b0 2" VTR JIL I Attach buck to block wall with I 1/4' dia. Elco cone screws with min. 1 1 1/4" penetration at 12" o.c. max i and 4" max from each corner thru Exterior face 2" x L" PT Buck 21' VTR or wall /I JL arles ( I I 1 2' 1 Master I Lev. 1 48 wood screws thru jamb int$b at each hinge and 15' o.c. max an 2' Detail at Door prior to door attachment Lay. NTS 4" 1 2" VTR W.C. JIL INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK sher.k INSTALLATION Install windows 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 and 20" o.c. max Exterior face at head and will per product approval of wall -\ / \ Buck to be I" x V PT Detail at Windows 1 1 3' 1 Kit. Sink I I Kitchen 2 I I Lay. r4 3' w.c. Bath #2 Sher. 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTSPLUI„1BING Install SGD thru buck into block with 3/I6" 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 Use 3/16" tap -con with O U 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval Head fixed door sliding door 1 1/2" bottom I rack �I Sill Sliding Door Detail At Masonry Wall NTS I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall gpical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval la min Window Schedule Mark Size Rough Open. window Description PRESSURE ZONE I. 4'-5V'x 5'-3 %s" 54%s"x 63/4" Single Hung ZONE 4 2. 6'-2'/a'x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3, 2'-2" x 3'-2%2" 27'/2"x 38%" single Hung ZONE 4 4. 3'-I" x 5'-3%" 38" x 63'/4" Single Hung ZONE 4 5. 4'-5319"x 4'-2%" 54k"x 54Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction on sheet I Door Schedule Mark Size Rough Olpenirq Door Descrl tlon PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door 'LONE 4 B 3'-0" X 6'-8" 41"%; x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 74" x 81 %2' d ran"�t"" Sliding Glees Door ZONE 9 D 2'-0" X 6'-8" Solid Core - Wood - 9-Panel -Bi-Fold Finished 24" x 81 %' E 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 4'-8" x 1 ;' Solid Core Wood, Steel. or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - L-Panel J 2'-4" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 41 3' C.O. �\ To Septic RISER NTS 7'-0" 14'-O" 7'-0„ 35'-O" ► is"0 10'-6" Scale : 1/2" = I'-O" STRUCTURAL NQTF_S: 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 2,600 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 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12- BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U A D/4T f O N F L- / I N 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 (o'-O" to 9'-11" 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-1( and A-35 specifications. ALL Anchors to be A-307 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 cell ECTIONS 4" concrete slab with Fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade r c — dl — -� 114"w x 14"d concrete monolithic footing with (2) 95 bars Cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-U" 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation plan N 0° (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bare vert. tied into lintels above Verify house slab height in field Top of footer I(" below Finished floor 30"x30"AC concrete column footing with (4) 45 bars each way SCALE 1/2" = I'-rO" SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F� 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"p THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with flbermesh OR one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE MW �I-111I 'f.4/ PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with Fibermesh OR slope. �\� TN Aill L"xL" #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill O'-O" m P.F. Grade I I I i I�' \ with x 1iconcrete monolithic Footing with (2) 45 bars coot. 14" GARAGE CURB DETAIL SCALE 1/2" = 1`0" 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 #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, 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. Filled Cell Masonry Column With One 95 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location O Single Filled Cell Column NTS Filled Cell Masonry Column With One u5 From Footing To Beam Each. Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 0 r 10 I � L-_ R l:IA 12" x 12" concrete column block fill with concrete and (2) 41 bars ver , tied nto lintels above ° ---L I I L T I Filled cell under FI I girder above FI 24" I Rear Porch Slab to LLI be poured separately I r J from House Slab. O I �r N Thicken footing to t 24% x 14"d x 24"L I I under filled cell I a under girde74" 00 O O 0C I--- — — —- - Rear Patio/Slab to FI be flush with bottom of sliding door recess. Slope I" F_ i F- I I FI I I I I� ° I I I slab with Fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over I @ clean compacted termite treated fill I FI I I I i 0 V ' I �- I ° i �- I 01 I� FI I I 0 I� — -- 0 — oO� I #I 5'(0 Steel a detail gardon11ths sheet � I I Q ae't l L _ - - i I I I I 4" concrete slab with Fibermesh OR OxV #10/10 WWM on 6 mil Visqueen over I I O clean compacted termite treated fill ( I I N I I FI I � W — _Lk — o'— l00 00l I F5lu I I I F5 Recess for I O O L———— Gara�ce Door --- J O a F4 I I 00 00 E7 101711 7 I FI I I I I �I I I I O � 0 \ FI —� °`- — — — —— n 9'-0" 3'-6" 2'-8" 2'-8° 2'_2„ 9'-61, 5'-10" 5'-4" 13'-10" N_tl 1"9-01 iy N 0 0 0 a r a — ... ... is ♦......��..Ill- ........Q -Q---Q------- e -- ,�:�:�Q . .. • Ke Area Ede Field Fastener Preaxure Zone I b" b" Bid ring shank 45 psf Zone 2 4" b" 8d ring shank Ill psf Zone 3 4" �}" Sd ring shank 84 psf 48 wood screw 112.5 psf Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast `----- -- - lintel set in mortar-_____ Min. 8" Bearing --- 12"x 12" lumn Block Rebar inn. vveriap Column tc Lintel Attachment NTS Provide #S bar set inpre-castF--' o O F FD L A N Scale : 1/2" = I'-C" lintel into beam where length of the opening calla for it. — ® 1'-0" l h t d t h h e s t divide PT Buck .ached per jamb ails into filled c, 4" Pre -cast Sill J ver angs at un ess of erwise no e on 15 s — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer Ang 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 Poured Filled Cell to construction for lagout and uplift verification Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss constructio Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with Ill x 1.5 nails at 4" o.c. Install Simpson MGT mto wall using 5/8" din. threaded rod set min. 12" \ nto wet beam and (22) IOd nails into truss s 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood Waded at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12 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 ASTM 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 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 Additional Precast Lintel #5 bars wl.�. .f CLEAR Lintel Length Bar Length Clear Span ii A Bars u u B Bars '-6" i 2'-10" 2'-8" 2,V 3 none i i I i f 3'-6" 3'-4" 2'-2" 2 #3 none 8F8-05/IT BPS-IB/IT BPS -Ill Additonal 4'-0" 3'-10" 2'-8" 2 #3 none „ #5 bars CLEAR_ 4'-6" 4'-4" 3'-2" 2.0 3 none ,�-;One Row of "H" - 5'-4" 5'-2" 4'-0" 2,#3 none Block Above 4'-6" 2,44 none F y Precast Lintel 6'-6" 6'-4" 5'-4" 2 u4 none .: i f Additional Qf #5 bars L____y none BFIL-IB/IT BFIL-IB/2T 7'-10" 7'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Size _ SpecrficaGon Rows of "H" Block Above Steelm size steel Size Max. Gravity PLF) Max. Uplift (PLF) Max Lateral (PLF) L22 T-2" 3'-V 8F8-OB/IT 1 tt5 3069 1569 1024 L31 2. -6. 2'-8" 4'-0" ere-OB/IT I #5 256I 130 143 L45 4'-S" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 LSO 5'-O" ii SFe-OB/IT I #5 1238 ass 121 L60 4'-8. T-V 8F8-05/IT 1 #5 1011 -12,1 534 L80 8'-0" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-L" 8F8-IB/2T I #5 2 #5 443 530 401 L90B 9'-O" 10'-L" 81111 ONE 1 #5 2 #5 1533 1183 401 LIOO 10'-O" ll'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" Ii'-4" BFIL-IB/2T ONE I #5 2 #5 136f. 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L1205 12'-0" 13'-4" arlil B/2T ONE I #5 2 tt5 Ill 110 324 LI40 14'-0" IS'-4" BFIL-IB/2T ONE 1 tt5 2 #5 1250 409 259 LILO Jill IT-4" 8F8-IB/2T 1 #5 2 #5 I 300 192 194 LILOB I4'-0" IT-4" 8FI4-IB/2T ONE I I #5 _T7 #5 950 Soo 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 INFORRMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1,411 LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) suppporting Max. 18101bs. Uplift Aluminum Drip Edge t Fascia 12. 2" x 6" Clff Kai full o vent vingl soffit installed using 1/8" the shank x IS" long gale. roofing nails with 3/8" ilia. heed per roduct a roval — see chart sheet #I 12 4 Poured Concrete or concrete block wall e Anchors Per Lurers Specs 1/4" Max. Aluminum Panel Sizes per manufacturer See Tuoicai Stud Detail 1/8" x 3/32' Wing Nut w/ a appropriate washer and spacing `u per manufacturer's Details i 094" ' e 9 1 � � i I qm a i I I ' I 1 1 I IBTS' I Stud Detail Poured Concrete or I NTS concrete block wall \ I Stud w/ Die Cast Zinc \S ri Nickel Plated Wing Nut Concrete Anchors Per �. Manufacturers Specs Mush Mounted Shutter Detail nts Aluminum Dnp Edge t Fascia Flash and Counter flash Nail ledger s gable end truss with (2) IOd ds at each web Brace Gable end with 2" x 4" SYR #2 Slit back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSE ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) 137 " \R-30 blown fiberglass 1/2^ thic stucco on 3/8" hi —rib lath in bottom chord of trusses a attached to horizontal and vertical wood i/2" drywall with smooth Finish framing with nails or staples to provide no less than 1-3/4" penetration into c horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete 0 o into vertical wood Framing members and (U #5 bar cont in each row Substitute 1 0 precast lintel filled with concrete and (U #5 r- rn bar cont. for bottom row over openings o 1/2" drywall over I" x furrin e) N X r OU rn N113 U e u-i � Q LL a _-Z ra n � R U N o0 E_ L N 2 C�V L_ � V p pp 5/8" thick light textured strips at I6" o.c. with R4.1 f1-loll U Ln 12" x 12" concrete column stucco on typical concrete block construction insulation on t pical 8" Block walls il block filled with concrete All drywall to be installed per FBC R102.3.1 v To and (2) #1 bars vent. tied Varies -see plan T and shall meet all pertaining ASTM codes. into lintels above #5 bar vert. w/ Mortar to be Type "M" only proportioned per FBC R601.1 Mortar joints shall coinply with FBC R601.2.1. thicken edge to 8"x8"7 30"overlapand Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one #5 bar continuous Fill cell with concrete and BEYOND Rear Patio/Slab to (U 45 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted see foundation plan notes for To of Tooter I6"pbelow finished floor Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR Ox(" 410/10 WWM on 6 mil Visqueen over `e Slope per foundation plan 'r clean compacted termite treated fill -IIIIIIII-III IIII-IIII IIII IIII IIII-IIII IIII IIII1 ' =IIII=IIII-IIII =illl �-IIII�1111111i „IIII-IIIIIIillli ����� ���I- ii�l iIIIl11jlll �iii 1�=�� �iii=l T6plcal Section at Front Forch 3 Scale : 1/2" = 1'-0" d N Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 Q L31 BI LLO 777 BI 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 II ryl� II II II II 0) f/AUKTED A WOMAN NO MAM ill B1 L45 L45 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 BI 4FSLOPE 26 5v crimp metal roofing attached to plywood deck using 49 x 1.5" ft ype e LATIJUTI,ligment insEalled wlEn min. si a aps an an laps Fastened with corr sion resistant tin caps and with 1.25' ring shank nails BI Spaced 6" o.c. at all I s and two staooered rows 12" o.c. in Field. Attach L31 BI L90B 1 tc x 59" I Attic Access 111�. BI L31 �\_� 2\0 I ry Cc� HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift RAW SLOPE Q t- 4u x O r rn ty to Oil c (a +J0 O r2 � 2 N N V � � N o0 E Z00 N as 2 O H Ild PANEL "A" Poles BR Load Wire Description circa circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU a10 3.5 kw 30 2 3 5 4 9 2 2 30 4.5 kw #10 40 gal. water HTR Range tt6 12.0 kw 50 l 9 8 10 Dr er #10Fkw 1 20 1.8 kw #12 Pump 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave Is IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts #12 - 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 412 20 I 1 15 #14 General Lighting 29 30 Recepts #12 - 20 1 1 15 #14 General Lighting 31 32 Recepts #12 - 20 1 - 1 is #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 I 15 #14 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #14 15 1 - 1 20 #12 Bathroom GFI 39 40 General Lighting #14 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. Clrcult(s)........ _ _ .. .... . Range _ ............................... „ . . ................ Refrigerator. ..................................... Microwave Dish Washer ................................................................. .Clothes. Washer .............. . . . .. . . . ......... I . ...... , . , . , . , Clothes..Drger. ................. . ......... ............... 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 1,500 1,500 1 1,200 1,200 1 1,200 1,200 I 5.000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,944 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend_ $ Single Pole Switch ® 1 Recessed Can Light Ss Double Pole Switch ® Egeball Recessed Pe Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof, ground fault interrupter 3aK Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light ® Thermostat m Electrical Panel ® Central Vac rc":� Electrical Meter 5Q Smoke Detector M v�\v Ceiling ran ® Television Jack Telephone Jack ACDiscA/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up El Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verrfg 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. L. 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 RMlL02 10. A/C Refri Brant 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 full 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 liabilitg and property damage for the duration of the work. 1is. 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 companu. #2/0 Aluminum feed 1 '/s' Conduit -� 2" PVC ( 2" SEE MANUAL "J" and Energy Calculation for Unit info #L copper wire cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' Y E C H � �\ j C � L labels where applicable. `��l Iv 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 by 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 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 Vent thru L=a'�CUT O= THERMOSTAT LOCATION SCALE: 1/,4" = 1' - 0' Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (1-12) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 #AACOO0032 Exhaust Duct Thru Soffrt, 4" Exhaust Duct Thru Wall WP GFC EL_E SCALE: Wgnne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida MODEL GARAGE LEFT Post Light with Photo cell\ Date Drawn 5-9-I-1 Drawn by: C.C.U. Checked by: D.R.B_ iu u- Revisions : Exhaust Duct Thru Soffit Wire For Front most Light er Post Light on corner Sheet OF 5 Comm # 2-100