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HomeMy WebLinkAboutBuilding Plans1 1I I Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" pp 9 p g wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" " (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" end wood screws with self sealing washer at 12 o.c. max spacing over ASTM D 1 (3��/� laps fastened with corrosion resistant tin caps and with 1.25" ring hank nails (type 2) 30 lb felt underlayment installed with min. 4' side laps and 4" en spaced 6" o.c. at all laps and two staggered rows 12" o.c. in fie l Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ti �riav 1v20 deck to trusses using attachment detail on this sheet r�7, Lucie CotljftY, Permitting 12 12 4 SLOPE SLOPE 4 , y tit- 8'-1" T.O.B. rth 777 2, 2" 2n 2" 0.4 H. H. O H. C :]Lt 5/8" thick light textured r{ stucco on typical concrete 5/8" thick x 8"w cut 2 O O O block construction h coral finished stucco band s :>h oaf ;- O'-O" =Finished Floor - - - - - - - -- - - - - - - - - - - - - - = Finished Floor O' O" 5/8" thick x 8"w cut Finish Columns with 5/8" thick light textured Finish- Columns with coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction finished stucco bands 1 LEFT ELEV/4710N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 REB4R ELE\/�4710N ELEVATION NOTES: SCALE: 1/4" = 1'-0' - Overhangs at I'-0" unless otherwise noted on Roof Plan - Roof pitch at -4:12 unless otherwise noted - ,An charges to this p Ian shall be submitted to the architect Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 Sv #9 ga. crimp metal roofing attached to plywood deck using x LS" for approval In writing prior to starting construction. wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ile felt underlayment installed with min. 4' side laps and 6" end - Return 4 L L Stucco Rands into Window or Door. 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 0 12 SLOPE 4 i 8'- 12" 5/8" thick x 8"W cut 12" H. coral finished stucco bands o 3 3 5/8" thick light textured stucco on typical concrete block construction ------------------------ 0-0" Finished Floor--------- R1c.�;HT ELEV/ 470N 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 TEST Date Design Pressure of Approved Tests of Pp 112,3 t4 FL# 239.3 Single Hun g g SH-100 Impact PGT 5/I'° to be 1/4" did. taprodu w/ min. 13/e" Contractor shall spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9 -4 max. width 16'-O" max height DAB n.t.11x to concrete bl.k with id fillind filledc.Ii mt D 45 bar vart. using 3/e` x G" Hdu HLG sloes encho a at a' oc. ith 1.25' die. waahan with min. 4' edge distance. Install track to buck sing (1) 5/IG" 1 5/8" full thread leg r ws m each breckat wmtan ng in. of 1.5' edge dstance - GC to atnctiy edhars to prod ct approval rovide 1/IG' pushnut washer on roller shafts. 10-9-21 + so-o/-6O.O psf B FL# 14614.1 Fiberglass Desi nPro/ Desi h Pro SmoSliding Jeld-Wen Elco 1/4" did, tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.5 g Glass Door Series 110 SGD PGT I" nom Type "G5A" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiation Date Design Pressure of Approved Tests Mullions FL# 241.1 1" x 2 3/4" x .315" PGT Install per fastener type and spacinggs shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF ;F+ Roof FL# 11651.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 a. re crimp metal roofingattached 2" I wood deck using R9 x 1.5" � woo screws wlb self sealing washer at ed o.c. max spacing over ASTM D (type st ne Ile felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails all late and two staggered rows 12" o.c. In field. Attach ®paced 6" trusses deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12196.3 Model T4 12" vented vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using Install soffit ebeattens using 1 #8x die woodSscre s ringaeach truss. +55.0/-35.0 PSF Hurricane Panels _ I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" 2" x 4" top plate IL H. O 5/8" thick x 8"w cut coral finished stucco bands `EPL l 11 . Finish Columns with 5/8" thick light textured 5/8" thick cut cord stucco on typical concrete finished stucco bands block construction 1/2" drywall ceiling on truss bottom cord 1/2'4drywall on 2" x ' studs at 16" o.c. base board 21, x 4" P.T. bottom plate 1 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 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" COX Plgwood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 w Ili ICI, III II�L. III Il�il ICI ICI', III IIC�711 ICI ICI �® III pill IJ�I'I 'IJ�I FRONT FLEA/470N nts Braden it Braden AIA, PA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Tel el (112) 281-8258 Fax (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34996 UAAC000032 SCALE: 1/4" = I'-O" - 5/8" thick x 8"w cut coral finished stucco bands 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate k Mean Roof Height: II'-O" Roof Pitch:4 12 Internal Pressure COeer}i'cient: ±O-i8 SubJectabilitg to damage from: Weathering: Negligible Termites: Very Heav9 Width of Roof End Zone: 3`4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factorfor for 1.21 x 0.6 = 0.126 for Exposure Height: ASD d _ esiggn HIP ROOP 2:12 TO G:12 PITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O,LWL; C.6DL+O.LWL 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.L/-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: S. +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 ® ne 2 Continuous Load Path Provided? Yes WalsoZo Zof one 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sod BearingP Presumptive: X B t• psi Pressure: 2 5 psi, Presum i e. Test: . 00 P y P• SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5 psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: Date Drawn Revisions Sheet Comm # 9-4-19 ry sas.e' a. GARA GE Drawn by: XMFOR j 12 - 2 7 C. C. U. COIDE COMPi iANCE I. Step Checked by: 0,R.B. ST. L CIE CC T of 5 V li I FLOOR ° PLAN 4° CRASH POST DE AREA CALCULATIONS TYPICAL NAIS by 4" diameter Living A/C = Front Porch = 1446 141 sq. ft. „ - NOTES: SCALE I/4 - I -O 36" high I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor - Rear Porch = 20C sq. ft. • proceeding with Work. Flange with 4 o expansion bolts into Garage = 321 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. have slab (3/8"t So ksi steel plate) Total Under Roof- 2108 sq. ft. R 3. ALL Lumber to be used as Beam, Rafters, etc... to 6„ a minimum 1,400 P.S.I. fiber stress. 2%" 2%° Total Cubic Ft = 11,5108 4. No dissimilar metals to touch. 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 to i, VTR -4 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix °3/B' 2A 1 � 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" 2/z 2" I 1 , \ MASTER2n -2„ 1, of trusses with screws per FBC R102.3.5. ALL wood in contact With concrete shall be pressure treated. 0 0 I I LA-1 I 8. A waor stu'' ALL wall dimensions are nominat finished wall d dimensions. l and no LAV-1 9. ALL plumbing fixtures to be low flow. 2" w - 10. Contractor to Provide Drain at water heater in accordance ,� 2 we-i with the current edition of the Florida Plumbing Code. I " " LAUNDRY 2" II. Contractor to Provide a 2'-8" wide door at one bathroom for 2%," 2/," z" VTRJ� 2" AAV I 2° 8_i handicapaccessibilityrequirements. %° 3., 8T- " 12. Lowest finished floor6' to be set by Governing Building Department 2" ILAV-I KTICHEN „ _ 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 2" " 3 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BATH #2 3" w.H. = Water Heater E�all we-i " 15. p Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 `° 3„ P!-UMBING RISER 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 " I�. All ex osed attic Insulation materials installed on attic floors shall have a critical radiant p Exposed foam plastic insulation Masonry Beam I" x 6" P.T. Buck nailed to block with case hardened nails To Septic flux not less than 0.12 watt per Square centimeter. materials exposed on the underside of the roof deck or on the attic walls shall co ply prior to door attachment 18, with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM Cab, C19, C415, C514, C630, C 31 4.11 C960, C1002, C1047,C1177, C1118, C1218, C1395, or C1396 and shall be installs A , . (. :. according to the following: (FBC R102.3.5) 4, Install SGD thru buck into p D O block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval I" x 6" P.T. Buck Walled to block with case hardened nails Head prior to door attachment fixed door } Use 3/14" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max Masonry Wall thereafter at sill per product a royal v2" Bottom' Track Typical Flooring o Sill Install SGD thru buck into :: block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. 19. ALL ceramic tale surfaces installed shall conform to ASTM A108.1 thl'u A108.6, CJ' I d I Yl g Door D G t a I from each corner and 20." o.c. max { A108.1, A118.1, A118.3, A136.1 and A131.1 thereafter at jambs per product approval Jamb 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. . ;. 21. Insulation including facings such as retarders or vapor permeable members installed -ceiling assemblies, wall, crawl spaces and attics within floor -telling assemblies, roof rsmoke :. shall have a flame spread index not to exceed 25 with an accompanyingSTM E 84. developed index not to exceed 450 when tested in accordance withh 44 Insulation shall comply with F.B.C. R316. i Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 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 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 stagggered rows 12" o.c. in field. Attach Z11,deck to trusses using attachment detal on this sheet r " Simpson HETA 20 or equal withc(10) IOd°x sal/2" each 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �— at 24"o.c. TYPICAL 18101ba. upift (shop drawings by manufacturer) Aluminum Drip -�-R-30 blown fiberglass Edge d Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 95 bar cont. in each row. Substitute Kagcan full o vent vingl soffit Installed precast lintel filled with concrete and (1) #5 uein I/8" dia shank x IS" long ga1v. bar cont. for bottom row over openings g roofing nails with 3/8" die. head per product approval -see chart sheet #1 1/2" dry Wall over I" x furringg strips at I6" 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 R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes, block construction 00 Mortar t be j Type M" only proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (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 Cxb' 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade - - I11���1=1�1 1�1=� • 1�11=�111=1�1� ;�11�- -'IIL-,11111= ` _ =—III 11111��,1111= I" 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 TY P I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Dr IFraming Thicknul'ess Location Orientation Member Max. spacing of fasteners Nail sizingoptions for installatin of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR 0.080" dia. xx 1 5/8" long with 15/44" head Walls Either 16" g" 16" Direction OR Gypsum board nail 0,086" dia. x 16/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either I6" s' I6" 0.092" dia. x 1 1/8" long with 1/4" head Direction OR Gypsum board nail 0.0915" dia. x I l ,— with 19/64" head. Window Schedule Mark Size Rouclh 0 en. Window Description PRESSURE ZONE I. 4'-5%s"x V-3%" 54%s"x 63i4" Single Hung ZONE 4 2. 6'-2%a"x V-3 %' *15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2 "2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2/a" 541/e"x 54Ya" I 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 on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers Specs prior t0 construction Door Schedule Mark Size Rough O mint Door DesCrlpticn PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" ot '14" x 81 %2" orr recant°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' E 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 6'-8" x I %" Solid Core Wood. Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO SOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to c structlon a v PATIO/SLAB 8'-6" 12" x12" Concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch J EEGs 12'- 8' ° 0 O ° O O OD N 00 ,I BEDROOM 8' O1' to 9 A.F.F. Vaulted Ceiling 8'-0" R.F.F. T Flat Ceiling O NLL Rnn�GRA vl OM o 61 � I N Vanity to e rdlRo'�Shelf 34 Y2"highN�H.B. SET ( o O T-O" to 9'-8" A.F. 2" x 6" knee -wall below top W O M Vaulted Ceiling 1 counter I r DINING I 1 ROOM 1 aF L '- 8 Rod shelf LINEN ABINET O MUj a �-1 — I ; RAT fL Vanity to be i � o O uJ i 34 y2"high I I v II'-O 3/q 9yq" (41") o 3 O High Wall T:1 I3-sKITCHEN- 1-1/2" - _ j O Vent tfiroug rger wall — — �7verhang — 8'-O" A.F.F. 1 O iv Flat Ceiling - F - d,'-" 4" '-o" upper ca meta to extend over Ref. Fit N u {} I U2 ^ Ran e 36" filler NH 4'-0" — - _ :D o _ Rod d Shelf _ H. O o 4" (P Steel Ballard — — — Beg detail on this sheet # OS W I v } a° 22" x 54" Provide O Attic Access auto L_wmh light J closer Q Q — — 8' 0' A.F.F. 00 lz 2' Flat Ceiling -1 4" c 150 mp 6 -o Panel eter m� SECOND m BEDROOM 1E IS GEN Y C ARAC;E _ GRESS @F)j IMT I 00 8'-4" A.F.F o , 0 0 Flat Ceiling o N -y 0 E EGRESS ---------------- r- l 1 Oi 00 ao I IO ° O E) _ Block wall in 1 'garage to be 1 - O T o atruck block 1 i / 1 O C VER D 12" x 12" concre a column block filled I I a wth concrete and (2) #1 bars Vert. tied FORCH into 1witels above I � I 1 1 O O ° 0 00 DO 00 00 2'-e" 2'-8" Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. Attach buck to block wall with from each corner and 20." o.c. max 1/4" dia. Elco conc screws with min. thereafter at amba and 20' o.c. max. I I/4" penetration at 12" o.c. max Exterior face at head and sill per product approval and 4" max from each corner thru of wall Buck to be I" x 4" PT Exterior face 2" x 6" PT Buck Varies of wall — < anew I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT s 48 Wood screws thru jamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and D t all at W I n d 0W S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden Braden 1�4, FAne Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart, FL 3499L #AAC000032 Bulldln COr p- Tibia C rand CC-1 r l t on MODEL: GARAGE RIGHT Date Drawn : 9-4-19 Drawn by: C.C.U. Checked by: D.R.B. ReVISIOns : --- Sheet OF 5 Comm # 12 — 2 7 St p Spanish Lakes St, Lucie County Florida PTIONAL PATIO/SLAB C TUFAL. NOT I. ALL FOOTING ARE DESIGNED FORA MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY F4 BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM OUSE TO DRAINS (IF PROVIDED) PER PLANS — r— CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN ° PROPER ENGINEERING DATA FOR DESIGN. PSI AT 28 DAYS `�` DESIGN. LOADS ARE AS FOLLOWS: LD ° t — — — �— — — — � 2. ALL .SLABS AND FOOTINGS TO BE A MINIMUM 2,500 SHALL BE MIN, 3000 PSI ROOF (DL+LL) = 4� PSF IJ� ALL COLUMNS, FILLED CELLS, AND BEAMS WINVELOCITY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" Filled cell under - above girder i 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, B I - Rear Patio/Slab 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. O - I® W �to be poured separate -7 L , I WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 11 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR PRIOR TO POURING CONCRETE. from the house slab. I p O I N I ° D (MINIMUM 99% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I c r MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken Footing "L I I x 1der x 24"L 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS under filled cell FI I under 00 O O O 00 J under girder bearing. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: r — — — — — — - — _ - CLEAN GRANULAR SAND FOOTING: 3" PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE BEAMS: I-I/2 I FI I Rear Patio/slab to II STRUCTURAL FILL IN LOOSE LAYERS OF 12 IN THICKNESS AND I be flush with bottom of FIJ COMPACT EACH LIFT TO AT LEAST 957o OF ITS MODIFIED DRY PROCTOR VALUE. 13, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. sliding door recess. I ; I Slope I/2' n3 I 1nu_ 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 -11 - ATTENTION PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. - T GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE O PRESSURE TREATED. FASTENERS TO HAVE MIN. G189 RATING. i FI I D F O LA D/4I 1 O I `l F L/4` I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" I I 4" concrete slab with flbermesh OR I H.B. for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all Termite Protection for New o I 6"x6" an c/10 to WWM 6 mil Vlsqueen over I clean co pacted termite treated fell \/ I 7 notation and dimensions before starting construction. Construction. I ell 3. Soil conditions assumed to be 2S00 psf. Should any other conditions be I Soil treatment used for subterranean termite prevention encountered, the architect shall be notified In writing for revision inside the foundation perimeter shall be done after all I I 4. Verify all recess thickness at showers, tile, etC.... excavation, backfilling and compaction is complete.S. Contractor to provide filled cell With concrete and 1 95 bar Vert. at 48" If soil area is disturbed after Initial chemical soil treatment O.C. max. Provide (I) filled Cell on each side of openings upp t0 Wide. area shall be re -treated with a chemical soil treatment o Provide (2) filled Cells on each side of openings from 6'—O" to q'-11" including spaces boxed or framed. o _,I and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws 711 I Contractor to see plans for any other condition used. Foundation Wall) established by the Florida Department of Agriculture an I Shall have filled cells at 24 o.c. unless otherwise noted (see Section consumer services. 6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not e of cellulose B. ° I O P1 O to be provided to Truss Company prior to truss construction '1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application termicide in annular space between sleeve and pipe. I a copy of soli test to architect for review prior to construction o 8. ALL Reinforcing steel shall be grade 60meeting ASTM A—l6 and A-39 specifications. ALL Anchors to be A-301 steel `l. Provide a minimum of 3" concrete protection at footings and -- Steel '- #I I-I/2i' concrete protection at beams for ALL reinforcing bars. a ar w� ®fllled w/ Concre Concrete � I I F5 - Ntlt I < -Thicken edge to 8"x8" tt5 bar Vert. w/ SEE TYPICAL e with concrete and 4' concrete slab with flbermesh OR -=rn 30" overlap I at each filled cell ECTIONS one #5 bar continuous 6' x6" #10/10 WWM on 10 mil Vlsqueen over u U clean compacted termite treated fill a W E h v - N I 4" concrete slab with flbermesh OR "_ GRADE = I I - _ e 6'xb #10/10 WWM on 10 mil Vlsqueen over°D + clean compacted termite treated Fill — _ — — e I I F1 :.:. — 01—.�� Grade w N 1 -00 I o . _ -I In —� 1 Io0 = - " `0 m I � ° 1 I r- N PORCH SLAB EDGE DETAIL i N ° — 14"w x 14"d concrete monolithic III SC I - FI U_" — = IFS ��f I l4" 45 bar vert. w/ O - Ld T I d# u DI 00 LTYPICAL FOOTING DETAIL 30" overlap at each Filled cell I� IL° I x I ° SCALE 1/2" = 1'-O" SEE TYPICAL I N I I ECTIONS Filled Cell Masonry Column With One 4" concrete slab with flbermesh OR Adjust curb height 6 x6 #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with flbermesh OR 45 From Footing To Tie Beam 10 Vlsqueen Conc. Fill To Be 3000 PSI " I� — F4 slope. 6"x6" #10/10 WWM on mil over clean compacted termite treated fill clean compacted termite treated fill See Floor Plan For Location r F4 — — r b O L — — — — — — — — — �� — J _ _ _ _ #5 bar cont. #5 bar in curb " _ _ _ °� 00 DD 1.5" Recess for ° O 00 Garg oor t_ ae F o'o" Step per Grade foundation .!`ti') plan O — ' 2,� 3, 5„ - - - - -5" r+ITT —_ _— r c III - �E= Single Filled Cell Column 2, x 12" concrete column block filled 41 ears Vert. tied with concreteinto ah —I mlit tels)abov — 10" (2) 95 bars cont, bottom steel 14"w x 14"d concrete monolithic NTS footing with (2) #5 bars Cont. O 2 14 i DETAIL , 12" x 12' concrete column block filled with concrete and (2) #1 bar& vert. tied into lintels above Top of footer 14" below finished " T GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL riIICU la l7U I IQOVriI lJ. I UIUIIITI Willi v1i1 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI 1'-0" See Floor Plan For Location IIII,IIIIOII — 30"x30"xl6" concrete 2" x 6" PT wood secured with _ column footing with l4) 3/8"ilia. x 6" anchor bolt at IS" o.c. _ 45 bars each Wag overhead door track secured to wood jamb per manufacturer's product approval ' 30" Garage Door Jamb De�all COLUMN FOOTIN DETAIL SCALE 1/2" = 1'-5" GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS Double Filled Cell Column NTS Braden it Braden ,AIA, Architects - Planners 41-1 1B S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail' bradenaia5comcast.net Stuart_ FL 34996 #AAC0000 FO.O-TINC SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS f 30" x 30" x 161,0 COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS I14" With Curb D 14"Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" FA Winne Building Corp. MODEL: Date Drawn Revisions 9-4-Iq The Grand Carlton G R GHTE Drawn c.c_u. - Spanish Lakes Checked by: St. Lucie County Florida D.R.B. Sheet Comm # 12-27 �o step OF 5 i .j j i P00f SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pans ressure for roof stated in permit info box on these for zone 3 Ke Area Edge Field Fastener Pressure Zone I �" C 8d ring shank 45 psf Zone 2 4" C 8d ring shank % psf Zone 3 41, 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan 12"x 12" Column Block J#1 Rebar Rebar 48 Bar Did. Min, Overlap Column t0 Lintel Attachment SEA11 SCHEDULE Mark Size and Description BI Two rows of beam continuous in each #5 90' bend bar block filled with concrete and I #5 bar row. Hook vert, bar over top bar with with a 10" min. lap at top bar. ' Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. C, Provide Cast -Crete 81.18-015/0T precast lintel set in mortar Min. 8" Bearing - v CV Provide tt5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb letails into filled ci 4" Pre -cast Sill X iND Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. • Concrete Footing (see rooter schedule for exact sizes) OPENING IN Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg or truss with 10d x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 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 Tape 2 felt paper using ed Halls. Substrate to be 19/32 COX Plywood nailed at C o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Su I and MFG Sv CrimpMetal roofingFL #11451.12 Aluminum Drip 26 ga. Sv crimp metal roofing attachd to plywood eck using #9 x 1.5" Edge t Fascia wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end —p laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter spaced 6 o.c. at all laps and two staggered rows 12" o.c. n field. Attach flash deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars >` `7 r' ° ' 9 CLEAR Lintel Length Bar Length Clear Span u 117 A Bars u II B Bars 1'-6" 2A3 none 1 I 1 2'- 0" 2'-8" 3'-6" 3'-4" 2'-2" 2,43 none 81128-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars CLEAR •..i. � 4'-6" 4'-4'1 3'-2" 2,43 none One Row of "H" ti•�.' Block Above • 5'-4" 5'-2" 4'-0" 2,#3 none het A 5'-101, 5'-8" 4'-6" 2,44 none Precast Lintel r 1 Additional 4'-4" 5'-4" 2,1*4 none #5 bars y ____y " 1'-O" 6'-2" 2,45 none eFiG-IB/IT 8FI6-I13/2T 7'-101, 1'-0" 2,45 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 remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel s1iO Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8F8-OB/IT 1 #5 3069 1569 1024 L31 2'-6" 4'-0" 8F8-0154T 1 #5 2561 1363 T63 L45 4'-5" V-10" 8F8-OB/IT I 1 #5 1105 1 '109 339 L50 5'-O" C-6" 8F8-OBAT 1 #5 1238 835 121 L60 6'-8. T-V SIPS-OBAT 1 #5 1011 1 121 534 L80 8'-O" 9'-4" 8F8-I13/2T 1 45 1 2 #6 152 1 691 512 L90 T-ON 10'-V 8F8-I13/2T 1 45 2 #5 643 530 401 L90B 9'-0" 10'-6" BFI6-IB/2T ONE 1 45 2 #5 1533 U83 401 LI00 10'-0" II'-4" SIPS-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" 8FI6-IB/2T ONE 1 #5 2 1 #5 134L 1028 452 LI20 IT-O" 13'-4" 8F6-IB/2T 1 #5 2 #5 411 428 324 LI20B 12'-0" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1 1015 110 324 LI40 K-O" IS'-4" 8FI6-I13/2T ONE 1 #5 2 #5 1 1250 1 609 259 1_I60 I6'-0" IT-4" 8F8-IB/2T 1 #5 2 #5 300 1-12 194 L140B IV-0" IT-4" 8FI6-IB/2T ONE 1 #5 2 #5 950 1 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 INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" 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. upllft Co crete Anchor* Per Ma ufacturers Spec, Poured Concrete or concrete block wall' —4, ,/ ,I/4"Max. j Aluminum Panel I Size* per manufacturer y vX See Tuoical Stud Detod I a 1/8" x 3/32" wing Nut a/ I y appropriate washer and spacing per rmm g"en IIIIIIIII'I dJ{roz azm✓m�'V: m manufacturer's turer's Details 094' (L o,s^ i m .leis^ &/7771 7/7 Stud Detall Poured Concrete or I NTs concrete block wall Stud w/ Die Cast Zinc Nickel Plated Wing Nut Concrete Anchors Per 2. Manufacturers Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 Sft back nailed to bottom of top chords using (2) IOd nails at each truss I= i'RE-ENGINEEIRED WOOD TRUSSES A 24"o.c. TYPICAL ( shop drawings by manufacturer ) • �R-30 blown fiberglass 1/2" thic stucco on 3/8" hi -rib lath in bottom chord of trusses attached to horizontal and vertical wood framing with Hells or staples to provideV-1/2" drywall With smooth finish no less than 1-3/1' penetration into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing membare and (U #5 bar cont, in each row. Substitute precast lintel filled with concrete and (U U5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg 5/8" thick light textured strips at 16" o.c. with R4.1 fi-foil stucco on typical concrete insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Varies - see plan T and shall meet all pertaining ASTM codes. #5 bar vert. w/ W Mortar to be Type "11" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC �bO1.2.1. 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell 4 N M C h U :3 2 L x L 0 ql N c H`aa a LU a _17 s wJ e) U N � p E_ c _ v_ N s Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) suoDortino Max. 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 115.)\ Inn -..I. .-,- �..... A.J.! I.I....L,.,.. ♦_ 1810 lbs. Uplift elLjETA 20 truss leg per detail on this egeet ry a L90 L90 L60 / BI BI BI 0 OJ 1.010 gl N BI J `4 L60 N I W C I ~ 12 r OLVI L B L W —c Z3 2„ U % I f I— — BI I I I WEE S OPEX-O. <r � I � Izn I N W o �, Q U1v z2 0- w <>; i/ /A /A I BI L31 .•` L W A. _. > I N -- -- -- Gulf Coast Sutitilu and MFG 5 t Crim Metal roofino FL #1101.12 Q woo screws with self sealing w sher at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayme t installed with min. 4' side laps and 6" end W Is s fastened with corrosion resistant tin ca s and with 1.25" ring shank nails = eck to trusses using attachme t detai on this sheet BI #IC O LL11 Access 1 1 with light 1 L — Q — —_— — - J SLOPE 4 p BI 1 1 T u P T d I 8'-O" MAX. i n with 1 I ( T S S 8f t back of top chc 1 I TI I I n I I Z 12" I L I I I p I I j BI L31 I I I I I BI f BI I I I I I O BI L45 I -- BI IL Q Lso on urrica anc HET Dr at 2(~ eacl trus N N gI o °0 _ ( c.) uppo tmglax. 1- 1810 bs. u liifqfit BI BI BI LT6I0 L60 I I III I II 11 11 1 L90B IIN Brace Gable end 4" SYP 42 min. nailed to bottom rds using (2) IOd ails at each truss FIII cell with concrete and O F h L % Rear Patio/Slab to (U 45 bar vert. (typicaU. f� be flush with bottom of Max. spacing shall not exceed 48" unless otherwise noted OVERHANGS AT 1 O UNLESS OTHERWISE NOTED ON THIS SHEET sliding door recess. Wood see foundation plan notes for — — Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH AT � :12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" 410/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean compacted termite 1 treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _ = II=IIII=III=1 IIII=IIII=IIII-IIII=IIII = I ' 1=IIII IIII—IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY IIII - IIII-III IIII-IIII-IIII IIII=IIII=IIII—IIIIIIII— I .I 1- TRUSS MANUFACTURER -1111i IIII=IIII I�IIIiiIIIII , ,II I=IIII=IIII=IIII 141111 II11- �1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR III ,—IIII—II TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION —1111=IIII-IIII=IIII 111 3 T Icdl S&ctlOn dt Front FOrc: - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale , 1/2" = " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PA MODEL: Date Drawn Revisions : Sheet Architects - Planners ��-nrte Building Corp. 9-4-I9 REVIEWED III S.E. Coconut Avenue GARAGE Drawn by: Tel (112) 281-8258 The Grand C a r l t on RIGHT c_C.U. CODE COMP 04- Fax (112) 281-8283 ST. LUC1 E—mail: bradenaias'comcast.net Spanish Lakes Checked . AtiiArt i=1 R4ggG nor�nnnn�� St. Lucie County Florida D.R.B. OF 5 Aluminum Drip Edge t Fascia Iz° 2" x 6" Sub-Fascl Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval -see chart sheet 41 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to Vx8" with concrete and one #5 bar continuous BEYOND Top of Tooter 16" below finished floor Comm # 1 t �2 7 p -2-19 PANEL 11A1' Poles BR Load Wire Description circ# circtt Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator Ran a #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 G Driller #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.R.C. -1 8 1 20 #12 Bathroom Recepts 9 10 Air Cordapsor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1,2 kw #12 Microwave 13 14 Air Handl r 5.0 kw 30 2 I IS tt14 General Lighting 15 14 r#I 1 15 #14 General Lighting M IS WH 5.0 kw 25 2 I IS tt14 General Lighting 19 20 1 15 #14 General Lighting 21 22 GDO 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spars Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) . , Smail. Appliance, Circuit(s).. Range, Refrigerator.................................................. Microwave Dish _ Washer ................................................. Ctothes..Washer..... ,,.,_„................................... Clothes..Dryer................................................ Water Heater Garage. Poor. 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 1 5,000 5,000 1 4,500 4,500 I 810 810 Total Watts 35,615 First 10000 Watts e100% 1 10.000 10,000 Remainder 25,415 e40% 1 O 10,244 Electric Heat or A/C 10,000 $45% 1 10,000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps I�ctrical 5 mbol Legend Cj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed i Pe Push Button Switch Exhaust Fan Duplex Outlet AA Y Ceiling Mounted Light Special Receptacle �- Wall Mounted Light �c Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fcml Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac Electrical Meter Smoke Detector Ceiling fan ©v Television Jack Telephone Jack ac osc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) 91 THHN Copper 2" PVC Schedule - 40 conduit 200a rate meter can 2" PVC ( FPL schedule 80 2" riaid service FPL ELECTRICAL RISER A/C Cdisc. u-I I ISO AMP MCB PANEL AHU bonding point A/C disc. 42/0 AL SER Cable With #I Grnd 2" PVC Schedule 40 conduit sleeve ISO AMP into attic MCB PANEL 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL)- � Termination point schedule 80 2" rigid service FPL 6 co per wire GEC Bare #6 co per wire 8'-e' Galvanzied to (2) 8'-0 Galvanzied rods ground rods - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ECTRIC NOTES: ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction ment - Verify AIC/KIC Rating prior to ordering equipment OPTIONAL PATIO/SLAB PATIO/SLAB I I GR�AT ROOM I 1 1 169 CFM Center Registers on ceiling fan 169 CFM IOXIOXI I OxlOxl rlM ... DINING ROOM 12 it 163 CFM IOXIOx6 MASTER BEDROOM 143 CFM IOXIOxb 12B/A ° S H.B. 88Jul x4x LOET4 /-1-- ,�.' lip I --7------J H.B. hru Vent SGflt XI6e" rIj) 20XII ln�0 I S-1 " 232 CFM cJ / Ii T �- Q12xbxl IL 1&" _ SECOND 8x4zx 35 CFIs � �Q, i h BEDROOM 1 12xl2x8 I i j B/A �- COVERED PORCH MECH,4NfC/4L 153 CF' 12xl2x1 l `r 22" x 54" Attic Access with light i L - - -_ -- J 8x4x4 34 M _t# LL BAT Soffit CFM 150 Amp d Meter Panel f�l GARAGE r-----------------i I I I I I I I I I I I I I I I I I I 1 SCALE: 1/III = 11 _O II I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before i 2. Provide and wire all required smoke 1 Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the fob conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans ( 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. G. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items For a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in 9. A/C Refri Brant lines that are run thru slabs must be proper working order. 23. All ex posed wire below 9'-I" shall be installed 1n metal EMT t 10. sleeved ALL A/CC Equi Equipment shall comply with energy calculation 11. All work shall be done inaccordance with the N.E.C. and conduit. Braden Braden �IAt �A shall comply with all local codes and ordinances, and shall 2-4. Dryer Vents to be installed per ^` ll. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC R111502 Architects - Planners 12. contractor, the completed system shall be Fully operative. for and telephone company. Contractor shall pay all lees, permits, te1ng, and 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical system shall be completely and erfectively BTel (��2) 28�-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax : (1-12) 281-8283 14. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' E-mall: bradenalaacomcast.n&t against the public liability and roperty damae for the labels where applicable. Of the work. Stuart, FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit Wire For ' Front Post Light 11(�overed Porch-, MASTER BEDROOM I � 1 � WP GFCI ' Lvil v v i 1EY=/ I / GRE1 T Smoke / Carbon - - RQ M Monoxide Detector Combo I S O \ I M I � I S, r - � LQSET �I I L DINING., II GFcI m ROOM I ---T HI Al M-{ / IGFCI GFCI p� ° 5 FATc \�S II KITCHEN �I�N - - - - - - - i c Hines C.M. Detector onlgg per FBC 3'- 2 3 -2 24 R314.3 Aso M I� / F ' CM 21 ( enter ? �SECOND�� BEDROOM � V S ® m PB /\ I / \ WP GFCI / \ \ �QVERED / P C)l;�-C I:4 ' n FCI FA h GFCI 4'- cessht I� P mp 1 / Panel Pull chain ht in attic GARAGE Garage Door Opener r-----------------i I I I I I I I I I I I I I I I I I I \ j I I I I EL CTfi� C/4L FLU\ 6'-3" LL Post Light with I Photo cell LUynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida N N iv (74 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GFCI under disc. r disc. ) unde Q not shown for clarity A #IC &ter SCALE: 114" = 1'-011 Attic VentI Calculations FBC 2301.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 9-4-19 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet CODE COMPLIANCE E - ST. LUCIE COUNTY BOG° > OF 5 Comm step 2 17> 11 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IAL IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span A 0 degrees Sprea er Bar or less 44_ /2 __� ka9 �_ Approx 2/3 to IC"y Line span aPprox. me /2 of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crone used. Truss must be set this way if crone used. Truss is on example, your truss may not match This is an example, truss may not match. ,sist crone operator sets truss this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AI6� HANt�LEtF� NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR M 12 4.00 r- IF upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 12 2.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH IA Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers }0" . 64 3'-4" 9'-6" 9'-6" g -4- 1 ARAGE LEFT FABRICATION AGREE'IyIENT TRUSSES CANNOT BE STARTED UNTII, TNI3 AG The legal description of the propertywhe REEMENT is SIGNED 6 R ra the Wssea will be Installed Is: RETURNED .The undersigned scknowlatlgae end agrees: 1: Truss' will be made In strip accordance which la the cola authodry for determinin su with this truss placement rile ra . 2. All dlma:s ons N this I o g �ssful fabrication of the ern 11,1 . g m layout, .3. Unles's written notice prohave b n verified by the undersigned, day, of delivery the underelgnetl e y cedMed all to Chambare Truss within such wnden notice la fumished Chambers Trues shat no ell n tan (1p) to begin repairs, required, or to -(au 'a bdo thec at no beGccherya. will be allowed,.In the event busses, et Chambers obugRnesa days in which 6. Dagvandeb Ipon1 bedcto nowl is She buyeas rs�reeC51 1-03"summery hedet by TPI & WTCq. delMary. Chambers Tnrsa has the sole autho ponelblll0 hey to make the Job etta suitable for Thebuyer of the Job site for delivery, Chambers TTrruse wito ll ba responafb a folr dump dative Ite or a The boyar Is responsible for additional dellvar. expanses d Chambers Truss has Il redeliver because Job she Is dot propared for deliveryry only. Buyer It roeponelble to Chambers Truss ft�� der la not prepared for delivery of trusses. 6. Price es shown In paragraph 7 below le sub cos4 due to age candidate: this layout A E50 per hour fee far reNelons may be charged change If any changes are7, This , rustle In Chambers agreement la reasonabs a le price.SE Invoicewilll be made on daily hand and agreed' terms Of f ire on delivery. Invoice may be made at scheduled date of delivery If buyer cannot a dalli of fabricated trusses. The undersigned ogre' !o pay Chambers 7 eitomeys fee for collections In event of a crept charye wig be added for all Bums not paid wltltj� to 6ima y made. 1.12 y, Truss reasonable • 8. Signature or Initials a Per month servJca rlywhere on this sheet constlturea agreement to all terms herein. 0.1n consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss Truss by any entity receiving material and the undersigned agree, to pay such Indebtedness Induding attomeys lass, If default In payment for material be made by the vent of ro 10.. In the or payments referred to heltreintlothe, parties agreeatheirthe sole the venue Items furnished heroso,n will be Saint Lode Count, Florida. any 11. Design respon,1611gles are par ^Nadonel Standard And Rsnommended Guidelines On Rasponsibillbes For Construction Using Metal Plate Conneged Wood Trusses ANSVTPUWrCA 4-2002^: DATED SIGNED FOR --1--- -- TITLE n Multiple I .usse rin ' BCSl1-03 topfevellt�W�yy8 damn P Ply trusses must be fastened together per englneed before they are set failure to do so can result In roof collapg Temporary and permanent bracing are required and can save and property and Is the responsibility of the truss Study the contents of erector. the Informatlon packet Included on delly before setting trusses. ?lasses "Mistbesetand braced Pardesign to Trusses must be P and quare S� Do not set bunks or stack of plywood, roofing material or any Other cohoentrated loads on trusses, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO 3E7 TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982.6423 Fort Pierce 772 00-551-5932 465-2012 Vero Beach 772-569.2012 Fax 772.465-8711 rua.aoeoc o dart rn772-286-3302 ' The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall for chremain responsible sic g fief measurements and other construction criteria. Architect's review of truss rovol Covergeneral roof I Structure fpe stru strapping, and loading on fro gravit thee_. in res and uplift loads and pe/ci ty'yyl�ocations. Approved By ��1 y A Date:_ _ -� " L Braden c,Braden A.LA. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake 3 Loading in PSF Roof R.D.L. ° _ Top Chord Live 20 0 lt3 y H Top Chord Dead 7 4.2 s a Bottom Chord Live 10 Non -Concurrent E r Bottom Chord Dead 10 3 TOTAL Load 37 7.2 v fA Duration Factor 1.25 o Wind Speed 165mph to Top Chord C.B. Sheeting by builder. w 0 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" r, Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L.=rtestralnmg Uead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Desiciner and/or Engineer of Record. W Chambers Truss Inc. Drawing Name: 1111323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: r ^ Date: 04/24/12 Revised: 02/21/18 QFOR WYNNE BUILDING CO'FOR DESCRIPTION 1DE COMPLIANCE s2' GRAND CARLXG U"TY GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS E 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 —?.;—) Calf �� laSvS e