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HomeMy WebLinkAboutBuilding Plans12 4 SLOPE 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 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 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 U 5/8" thick light textured stucco on tgpical concrete block construction 5/8" thick x 8% cut coral finished stucco bands LEFT ELE /ATION SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2i ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and i" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail. spaced o.c. at all laps and two staggered rows 12" o.c. in field. Atli c deck tq�trusses using attachment detail on this sheet \ 5/8" thick light textured777777777 stucco on tgplcal concrete block construction WOW W; 5/8" thick x 8% cut coral finished stucco bands RIGHT ELE\/AT10N SCALE: 1/4' = 1'-O' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Docrs, Vindows d: Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method XM YET uation Da Design Pressure of Approved Tests 1,2"3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/14" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge dutanees specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 W-0 max. width IL'-O" max height DAB u s� bs.rWAIL"Vert. draw 3/eW. ic'""NIk'H1.0 axaa81m. nc�Ar. st a ace da osah.n rth to P edge dNam.. Install track to ku� sa�u 5/I4 . 1 5/t• w throw W Wq a m each bracket semtanma .n d l.s•,.ds• dstwxe - GC ale stnal5 adore to proles approval 10-9-21 + 50.0/-60.0 psf p B FLU 16614.1 Fiberglass Design Pro/ smoothSliding Jeld-Wen Elco I/4' the. tapcon with min 1.25' embedment at 3" max from corners and ITS' o.c. max, thereafter In head and jambs. + 50.0 PSF C FLU 251.5 g Glass Door Series 110 SGp PGT 1' nom Type "GSA" 1/4' dw. tapcons w/ min. 1 3/4' penetration to be space peg praduet npproval. Contractor shall adhere to min. 2 I/2 edge diatancea specified in Product approval + dO.O PSF - Product NI NUMBER Model # Manufacturer Attachment Method sT Ezpfration Dattee Design Pressure of Approved Teats MIIll14nS FLU 241.1 1" x 2 3/4' x .315" PGT Inatall per fastener typo and spacings shown In Table IA end IS in product approval on sheet 5 of 22. ± 58.0 PSF Roof FLU 11451.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 21, go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" rood screws with self sealing mother at 12' o.c. max spacing over ASTM D 12) 30 lb Pelt underlagi ent Installed with min. 4 wide laps and L" end lope fastened with corrosion resistant tin ceps and with 1.25" ring thank 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 roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl 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" din, x 1.6" long ring shank mails with 3/8" 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 SLOPE "4 COVERED PORCH Gulf Coast Supply anti MFG 5v Crimp Metal roofing FL #II651.12 24 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 Ib felt underlayment installed with min. 4' side laps and i" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c, at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 12 GRESS .H. '. COVERED PORCH 2 a. ® . 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 911451.12 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" 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid 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. 12 4 1 SLOPE B'- 12' 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0' O.H. H. Finish Columns with 5/8" thick cut coral ® ® ® ® . finished stucco bands FRONT ELEVATION SCALE: 1/4' = 1'-0" 2" x 4" top plate II 1/2" drgwall ceding on truss bottom cord I/2" drgwall on 2" x '}" studs at 16" o.c. base -board ----\ 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 6 and Vlaqueen over clean compacted termite treated fill Interior Non -Bearing Fartltlon nts 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 Categorgg: II Wind Velocity: 165 mph ultimate Mean Roof Height: " Roof Pitch: +12 Internal Pressure Coefficient: t0_Ie SubJectabilltg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: V-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE- 1-10 Section 2.4 DL+LL: DL+O.6WL: O.LDL+0.6WL Components i 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 Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yea Are Components an Cladding Details Provided? Yes Minimum Sal Bearina Pressure:2.500 1 Preaumbtive: X Bu Test: pal ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: V'8 MOX7W ED = Roof Zone I Walls Zone 4 gg = Root Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Gulf Coast Supply and MFG Sy 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 underlagment installed with min. 4' side laps and G" and laps fastened with corrosion resistant tin cops and with 1.25" ring shank nails spaced G" 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) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Dnp Edge t Fascia 2" x L" Sub -Fascia Kalican full o vent vmgl aoffit i using 1/8' dia shank x 1.5" long roofing nails with 3/8' dia. heat product approval -see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell -~ FLOOR FLAN CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE I/�" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" high bg 4" diameter Living A/C = 1,�2� sq. ft. proceeding with Work. steel crash post. Floor Back Porch Total = 210 s ft. P 9 Flange with 4 - 3/8" q' 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex anslon bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 k51 steel plate) Front Porch Total = 94 Sq. ft, a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. 2%" 2�" 31 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Volume = xx,xxx sq ft. 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 "' 03/8" 0 2!/" 6. Drywall at ceilings shall be leveled and attached to bottom chord Of tfU55e5 with screws per FBC R-12�" Attach buck to block wall with02.3.5. 0 ° 114' dia. Elco conic screws with min. 7 ALL d h t h l l b d i 114" t t t 12" WOO In COntaCt wit COncre e S a e pressure Create 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. " pane ra ion a o.c. max and 4" max from each corner thru Exterior face 2' x V PT Buck 9. ALL plumbing fixtures to be low flow. of wan arias 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 a8 wood screws thru jamb Into buck and 15' s. max and ariorato handicap accessibilitg requirements. 2�; 2ih" Detail at Door p darn attachmente 12. Lowest finished floor to be set bg Governing Building Department � 6" � NTS Survegor to set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BLOK NISTALLATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at 6' o.c. max. 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 p g from each corner and 20." o.c. max thereafter and atiambs per and ctt "approvalx 16. Wall and selling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior face 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall Buck to be I" x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Vanes 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, C630, C931 I"x4" P.T. Buck nailed to C`i60, C1002, C1041,01-11, C11-18, C1218, C1395, or C13% and shall be installed Detail lock with case hardened nails at Windows prior to window attachment according to the following: (FBC R-102.3.5) Masonry Beam I" x 6" P.T. Buck Warned to / NTS wall Dr y Framing Max. spacing Location Orientation Nall sizing options for Thickness Member of fasteners installation of dr wall Into Spacing Maximum Nails Screws wood Framing mein 2" x min. thickness Ceiling Perpendicular 12" 13ga 13/8" long with 19/64" head 0.098' diameter x 1 1/4" long annular -ringed or Sd cooler nail /2 Walls Esther 16°' 8' 16" 0.080" dmoRx 1 5/8" long with Direction 15/6-4" head OR Ggpsum board nail 0.086' dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" T, 12" 13ga 1 5/8' long with 19/44" head 0.098' diameter x 1 3/8" long annular -ringed or 6d 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" die. x 1 1/8" with 19/44" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 450 when tested in accordance with fiSTM E 84. Insulation shall comply with F.B.C. R316. Grade 12 4 PRE-e N24 a c. TYPICAL TRUSSES (shop drawings bg manufacturer) V'-1/2" \R-30 blown fiberglass in bottom chord of trusses AT drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute ed precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings ul 1/2" drgwall over I" x Furringg strips at 14" o.c. with R4.1 Furring Insulation on tgpical 8" Block walls All drywall to be installed per F5C R102.3.1 T and shall meet all pertainingg ASTM codes. as Mortar to be Type "M" oniy proportioned per FBC RL01.1 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 f) #S bar vert. ftgpical). 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 G xG #10/10 WWM on G and Visqueen over clean compacted termite treated fill � � "' "IIII-IIII IIII III � =_ _-III IIII=1 I I 1=1' I I 1-IIII"IIII 1 i I I I I I i i i l l -1 I I- 11114" x 14" Concrete footing 14" with (2) #5 bars cost. and #5 T Y F I C �A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 450 when tested in accordance with fiSTM E 84. Insulation shall comply with F.B.C. R316. Grade 12 4 PRE-e N24 a c. TYPICAL TRUSSES (shop drawings bg manufacturer) V'-1/2" \R-30 blown fiberglass in bottom chord of trusses AT drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute ed precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings ul 1/2" drgwall over I" x Furringg strips at 14" o.c. with R4.1 Furring Insulation on tgpical 8" Block walls All drywall to be installed per F5C R102.3.1 T and shall meet all pertainingg ASTM codes. as Mortar to be Type "M" oniy proportioned per FBC RL01.1 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 f) #S bar vert. ftgpical). 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 G xG #10/10 WWM on G and Visqueen over clean compacted termite treated fill � � "' "IIII-IIII IIII III � =_ _-III IIII=1 I I 1=1' I I 1-IIII"IIII 1 i I I I I I i i i l l -1 I I- 11114" x 14" Concrete footing 14" with (2) #5 bars cost. and #5 T Y F I C �A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Install SGD thru buck into block with 3/16" tap -con with penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 0 0 Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I' x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment FTfixed door sliding door Masonry Wall 9ottom Track Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with Sliding D oor D e t a i l I I/2" penetration at L" o.c. max. From each corner and 20.' o.c. max thereafter at Jambs per product approval JamlJ At Masonrg Wall NTS Window Schedule Mark Size Rou h Oiben. Window Description PRESSURE ZONE I. 4'-5%"x V-3 %s" 54%"x 63%4' Single Hung ZONE 4 2, 4'-2%'x 5'-3 W 15' x 43 %;' Single Hung ZONE 4 3, 2'-2" x V-2h" 21h"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3%" 38' x L3'/;' Single Hung ZONE 4 4'-2V." 54%s"x 54 %" Single Hung ZONE 4 L. 2'-2" x 2'-2" 25" 24 %;' Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL Windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X L'-8a 41' x 83 %" Fiberglass Panel - Inswing ZONE 4 C 5'-O' X L'-8" 14' x 81 i2" Fd°' Sliding Glass Door ZONE 4 D 2'-0" X 4'-8. Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x al'h" E V-L" X V-8" Solid Core - Wood - L-Panel F 3'-0' X L'-8' Surface mounted S.C. - Wood L panel over 32' drywall opening G 2'-8" x C-8" x 1 N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8' Solid Core - Wood - 6-Panel J 2'-L" X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Braden i Braden AIA. PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (72) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3499L #AAC000032 O I v- O T Ln Wgnne Building Corp. THE. MANOR 1I Spanish Lakes St. Lucie Countg Florida 35'-O" 21'-0" 2 91G„ 12„ EGRESS MASTER BEDROOM A.F.F. Flat Ceiling Vanity to be 34.5" high I' 3'-0. I r Z s° O 6 4 CLOSE7 do e I Rod d Shelf r--�1 CLOSET I�Ln O Ln 1 ccl _ JUNIOR MASTER BEDROOM 8'-0" A.F.F Flat Ceding i x 12" Concrete column it concrete al (2) #1 bars vert. tied into lintels above COVERED PORCH GRET ROe'-O" to 9'I8" A.F.F. Vaulted 'Ceiling Aligncabinetwith outaideor reF. wal U Ln CV c+l O 4'-"BAR TOP o o I tY D WI M I LINEN CABINET18's Vmnsvanity to be KITCHEN 34.5" high l8'-O" A.F.FFlat Ceding OUpper ca to extend over REF REP. �n WH -"R-II Batts '`dP e Auto O Vanityµ to be W®ER Closer on Do 34.5 high p ® 4"40 steel Ballard r22" x 54" s 14ttic Access -3" See detail an with light I Clear wall I this sheet L - -g _ - - s ace for w door b 4 50 Amp O 33"w knee Y1 I Panel ry e O I space W y 2^ /� "' NOOK Al p �` GARAGE E 5'-g" ( p H.B. `� 8'-4" A.F.F. R-II Batts Flat Carlin B 1 a - - - - - - - - - - - - - - - - w 9 1 I 1 I :p" MT DO in BIkIIQ i oc wa s in to be struck IG'-O"22'-4" 35'-0" 8" i LAUNDR81 OD f TEMPE £ In line � with door a to laundrg COVERED 12'-8" PORCH MODEL:Date Drawn Revisions GARAGE 9-4-18 9-25-18 Client Requested Revis LEFTDrawn bg: II-I5-18 Window #6 M.O. IMPACT C.C.U. Checked bg: D.R.B. i RE�i WED FOR CODE3MPLlANL:LST. LUC�iIIE�+C/�OUNTY BOCCSheet Comm #2" Is-S2 OP 5 i RE�i WED FOR CODE3MPLlANL:LST. LUC�iIIE�+C/�OUNTY BOCCSheet Comm #2" Is-S2 OP 5 7 I 1c U I U lc f"-' L I X �/ I >_ .J " I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A—I6, k 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6XL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ll. 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. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" BEAMS: I—I/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up 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'-O" 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 Sol[ 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 X, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert w/ Thicken edge to 8"x8" SCALE: 114" = I'-O" FOOTiNG SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS �ff 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY ® 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'0" 30' overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTION5 one #5 bar continuous L xL 410/10 WWM on 10 mil Viaquaen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VA." #10/10 WWM on 10 mil Visqueen over - clean compacted termite treated fill a Grade � �E. i— •,..,•�', :�• II —III -11 I I II I= 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" " TYPICAL FOOTING DETAIL J 5CALE 1/2" = I'-V" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation pan iv (2) #5 bars cont. bottom steel 12' x 12" concrete column block Pilled with concrete and (2) #-1 bars vert. tied into lintels above Top of rooter IL" below finished floor E STEPDOWN Verifg house slab height in field � 1(�ITff 30"x30"xl6" concrete column footing with (4) #5 bars each way milmis PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �SECTION5 Ad'ust curb height ate' based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visquean over #5 bar in curb clean compacted termite treated fill O'-O" 9 F.F. Grade -i I I III ie I— 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" 2" x L" PT wood secured with \ 3/8"dia. x L" 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 #I. 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, backfdling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re —treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O r Single Felled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 OB E-mail: brad enaia8aomcast.net Stuart. FL 34994 #AAC000032 zu- 1 T INCL D I I THIS PERMIT I a - " LWABI I IOU _ r""-- 12' x 12' Concrete column block filled with concrete and I 24" � (2) #'I bars Vert. tied into 1 W lintels above I J o � I I r Rear Porch Slab to C be poured separatelg iI I 1 from House Slab- In t -I 21'-O" Thicken footing to I I 24"w x 14"d x 24"L n under filled cell I 0 0 � D O O W 0 under girder bearing- L N ID - - - - -; FI - ------------ Rear Patio/Slab to FI-� Q be flush with bottom of sliding door recess. Slope l I I IE I I �_ I II I I I I F- I� FI I I I I I FI I la © I i 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over Lil D clean compacted termite treated fill I F_ �- I I� of I I I I le I I I I I u o f Dw� I I I � I FI I of i FI II II of I 4'-O" i C OD L-------I in — — — — — — — — — — — — — 1 �© I la -e I I ® 400 Steel Ballard I I See detail on 2'-4" I this sheet I I [ I II Iro el p I I © I O I FI I 4" concrete slab with fibermesh OR l p L"xV #10/10 WWM on L and Visqueen over ry clean compacted termite treated fill x — — — w C I� Ioo STO i _ I ° ik =� E) IFI _ rc of W I --� L — G i i Q Q( I 0 n LU LU I C7i I N I o- 00 I I FI a I FS 21'-O" 81 --- - - - - - - - - - - - - - - - J pp Recess for ®p araae oor 2' -8" I6'-O" 22'-4" 3'-8" A I - i in 12" x 12" Concrete column block filled with concrete and REVIEWED F< (2) #1 bars Vert. tied into lintels above CODE COMPLIA il'-a" 12" ST. LUCIE COU 12'-a" BOCC 1 3Sal- 0 MODEL: Date Drawn Revisions Sheet UJ�}nne Building Corp. 9-4-18 9-25-18 Client Requested RevisTHE Comm # M O GARAGE E Drawn by: 11-15-18 Window #6 M.O. IMPACT c.c.u. 3 _ 18-52 13 Spanish Lakes Checked by: St. Lucie Countg Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3y2 DX f'I wood . Minimum Sheathing Thickness 19/3 C 4. Use nails or scres based on pressure for roof stated in permit info box on these plans for zone 3 KeLl Area Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank lb Paf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on preellure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steal Provide Cast -Crete 8UB-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x 12" ilumn Block Provide 45 bar set in pre -cast ROOF FLAN Scale : 1/2" = i'-O" lintel into beam where length of the opening calls for it. — Overhangs at 1i-0° unless otherwise noted on this sheet — Roof pitch at 'f:12 unless otherwise noted on this sheet Provide PT Buck attached per jamb details into filled cell ' 4" Pre -coat Sill F?`1 i.#? 4 — Truss shop drawings to be provided bg manufacturer shall e submitted to e s to this lam s ou b h An cane h h h P g g 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 construction Provide U5 bare with min. 48 bar diameters overlap in filled call. Tre 7filled cell steel into continuous ooter steel. Concrete Footing (see foater schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" N n SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. install Simpson MGT into wall " 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into true* #1 48 Bar Dla. Rebar Lf TRUSS BLOCKiNG DETAIL Min. Overlap ' ': AT GIRDER STRAPPING AT CENTER BEARING POINT Attachment NTS 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 lager of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plgwood nailed at V o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpa 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 eta gored rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel #5 bars '(i' 1ej .•Yy:_'�':+ CLEAR Lintel Length Bar Length Clear Span u A a Bars a u B Bars I'-6" 2. 3 T-10" 2'-8" none '''----AF IL- ---1' `•----� 2'-2" 2.93 none 81118-OBAT 8F8-IBAT BPS-IB/2T Additional 4'-0" V-10" T-8" 2 #3 none #5 bars .A...?.:+:�: CLEAR 4'-6" 4'-4" 3'-2" 2.43 none _:=..r� no Row of "H" :FZG)tC BIock Above ''?"'" 5'-4" 5'-2" 4'-0" 2,#3 none -101, 4' .4 2,#4 none Precast Lintel . 6'-b" 6'-4" 5'-4" 2,44 none ..: , It Additionalr v_-95 bare y____� 1'-O" 6'2" 2?t5 none 8111I6-iBAT 8111IL-115/2T 8'-4" 7-10" 1'-0" 2,tt5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2,min. bearing required 9 ea. end=8" 3. standard for reinf. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete 5pecification Rows of "H' Block Above " Bottom steel Size Top steel Size Max Gravitg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-V BFS-OB/IT 1 #5 300 1569 1024 1-31 T-6" T-8' V-1" 4'-O" BF8-05/IT 1 #5 2561 13L3 ZL3 L45 4'-5' 1 5'-10' 8F8-OBAT 1 #5 1105 909 339 L50 5'-O" C-0 BPS-OB/IT 1 #5 1238 835 121 L60 C-8" T-6' 8F8-OBAT 1 #5 1011 721 534 LBO e'-Off T-4' BF8-IB/2T I #5 2 U5 152 591 512 L90 '1 10'-6" BF8-I13/2T 1 #5 2 #5 443 530 401 L9oB T-O' 10'-L' 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" BFe-I8/2T 1 85 2 #5 582 444 452 LIOOB 10'-O" II'-4" SPIL-I5/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-0" 13'-4' SFB-I5/2T 1 85 2 #5 411 428 324 L120B IT-O" 13'-4" 8FIL-IB/2T ONE I a5 2 #5 1015 110 324 LI40 14'-O' 15'-4' 8FIL-I5/2T ONE I 1 #5 1 2 1 #5 1 1250 L09 259 LILO I6'-0" IT-4" 8F8-IB/2T I #5 1 2 1 #6 1 300 192 194 LILOB IL'-O' IT-4" I BPIL-I13/2T ONE 1 36 1 2 1 U5 950 500 I 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.) supportrng Max. 18101be. uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" Kagcan full o vent vinyl soffit installed using 1/8" dia shank x I S" long gaiv. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bare vert. tied into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor 4 horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) lOd ils at each web on 3/8" hi -rib lath ntal and vertical we 9/4' penetration members 5/8" thick light textured stucco on tilpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step parIl1p11 Slope per foundation plarl illl!►.- .���i � I W ood Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) IOd nails at each truss — RE-ENGINEEI;WD WOOD TRUSSES ® 24"o.c. TYPICAL ! shop drawings by manufacturer ) eR-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (U #5 bar Cont. in each row_ Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 14" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned_ per FBC R601_1 and Mortar 4ornts shall com& with FBC R601.2,1. Provide Du -Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -Max, sppacing shall not exceed 48" u%as otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill IIII=IIII=IIII=11 .'..;� -' ` ,•.�. ��:`;' IIII=IIII=IIII=IIIIIIII=IIII IIII IIII— 1=i 1'' �IIII-IIII-IIII,-1III�I IIIIi,.III1=IIII=►iii►iI IIII I�"- F, IIII,,, IIII=I� .,",—Il-ii—il=rill 3 Tgplcal Section at Front Ford Scale : 1/2" = I'-O" W O W Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment Into beam either wet set or in epoxg with ( 24 o.c.) supporting Max. HETA 20 (22) 10 nail Into tru a. Add b ocki o lain I) = ii.l,r+ �_..__ 9-_ P..,I "i," a]� S COAF ilaps fastened with corrosion resis� 1.25" ring shank nails ram.em Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift a to � X 4 .N Q � U III Q v n W toa ui �s N�r,O dip U0o E_ O— v rZ U V- - (Y t_ 0 W Q N Q W ProvideLi-2)HETA 20straps alocation REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC -7-2-19 - - - - - PANEL "A" Palen BR Load Win Description wets teeser#10 Load 9R Piles I 20 1.2 ku 912 Refrigerator I Range12.0 ku 50 1 20 1.2 kw s12 Clothes Washer 3 1 20 L5 kw 912 Kitchen S.A.C_ 5 6 5.0 kwr 2 1 20 1.5 kw s12 Kitchen S.A.C. -1I 20 - a12 Bathroom Recepte 9 10 6.0 kw 2 1 20 1.2 kw $12 Dishwasher II 12 1 20 1.2 kw $12 Microw rew l3 14 Air Hand s10 5.0 kw 2 I 15 914 General Lighting IS 16 1 15 - m14 Gemara] Lighting rr is WH a10 5.0 kw 25 2 1 l5 - 914 General Lighting 19 20 I 15 - 914 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 - s14 General Lightng 23 24 Spare Spare 25 26 spare Spare 21 28 Spare Spars 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) Small,Apphance,Crtuit(a).... ......... ......... ........ Range ......................... Refri.9erator................................................. .............. Microwave ..... Dish Washer ............................... Clothes,,Washer............................................... ,Clothes..Dryer................................................ Water Heater 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 1500 1 1,200 1.200 1 1,200 1200 1 5.000 5 000 1 4.500 4.500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 25,415 040% 1 O 10,24L Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Am s Electrical 5 mbol Legend $ 1 Single Pole Switch ® Recessed Can Light Se Double Pole Switch ® Eyeball Recessed FB Push Button Switch _I:r Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light =40 Special Receptacle ♦ Wall Mounted Light aterpr groan fault circut Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cis I Carbon Monoxide Detector 4& Flood Light TO Thermostat ® Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack ACD,sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR a 121 CFM IOx1OYA COVERED PORCH MASTER BEDROOM , 123 CFM I IOxioxL I 1444 B/A)cr GREAT 14xI4 j f __-- _ 10"__-- i� ROOM B/A r_� - - - `1 221am 9 CFM i 8x4x4 CLOSIT, ® 31 CFM - - Vent thru IOxLx4 74.8x� <4X4 ET CFM SEE MANUAL V and Energy Calculation 7-2-19 for Unit info FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit 40 conduit sleeve 150 hICB Into attic MC15 PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can n Intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2' rigid service FPL GEC Ba of to 72)S8' 5pGawv ground rods ELECTRICAL RISER intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2' rigid service FPL 1-I ground rods - ALTERNATE SERVICE ELECT. RISER JUNIOR MASTER BEDROOM Er 93 CFM IOxlOx6 8` �`4"N Steel Ballard See detail on this sheet 2 CAR GARAGE 12" 221 CFM IOx1Ox8 0 0 1� 116 CFM i ioxioxi 2m/M�-40 A - F -I 1 \!J 1 WI I > X\o I-22" x 54" Q 54ttic Accea wrth light L- \\II 15 CFMII loxLxS L1 ------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 Soffit WDE Yent t.hTu w I 40 FM a IOx4x5 UNDRYof rc 1D COVERED PORCH - Contractor shall use AL-GL! Lanaing lugs. nia - Contractor shall torque lugs I.A.W. - t.oncraeivr anau wow ' l­ v, ­­w lumu- -Contractor shall torque lugs I.A.W. recommendations which �y( C il--Ij 4 N x I C 4 L L Y 0 U T manufacturers recommendations which manufacturers I I shall be verified prior to construction shall be verified prior to construction - Verity AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment O = THERMOSTAT LOCATION SCALE: 1/-fdd " - 1'-O" ELECTRIC NOTES: I. Use copper wire only from panel to devices Carbon 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 20. All equipment and panel sizes shall be verified ordering. The contractor shall provide circuit before t�qg o 1� 2309.1 Attic Venting C a I e u I a t 1 on: 2. Provide and wire all required smoked the date of acceptance or certificate of occupancy, or one suit the job conditions. i} 3. Monoxide detectors. Contractor to verify location of electrical year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called For on - he plans Total Attie Space 2-f81 sq. ft 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected, charge and shall include replacements or repair of any that may have been damaged. or as selected by others. -8 sq. f t. r e q u I r e c V eft (n Ratio 1/150 I (o 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation 22• All raceways and pipes placed in or through a y concre 9 . L. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail slab shall be spaced a minimum of three rs of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor Shall furnish and install all items for a complete electrical system and provide all rvice largest conduit or pipe from any other service. Provide A ContinU0U5 Vented Soffit S. ALL rooms. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 23. All exposed wire below T-I" shall be installed 9. A(C Refriqgr nt lines that are run thru slabs must be sleeved inY1�C proper working order. Il. All work shall be done in accordance with the N.E.G. and conduit. cond Braden Braden FA10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per ,41,4e 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FEC RMI502 Architects - Planners contractor, the completed a stem shall be Full operative. Fees, and telephone company. '41i S.E. Coconut Avenue 12. Contractor shall pay for all permits, testing, and inspections including blower testing where required_ 18. The electrical system shall be complately and effectiveI latest the N.E.C. tB Tel : (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the edition of Fax (1�2) 28�-8283 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenaiaecomcast.net against the public liability and property damage for the labels where applicable. Stuart. FL 34994 #AAC000032 T Exhaust Duct 'ry' Thru Soffit , - WP GFCI Install oulet under disc. N- not shown or Q r clarity l U A �C Opt. PATIO SLAB MASTER BEDROOM �e € TV \ \ I \ I o � I S Ou \ smoke / Carbon nanoode Detester Conbo GFCI G R AT s II I�\I + I !I ! CLOS�T II II GFCI , EM550�s-- FAN CLOSET I smoke carbon / J ` I Mon ooh etect� / a I O CL_J wines S� S I GFCI � II CIPFC1 L U a W1 JE s JUNIOR MASTEFl / / KITC / 50 CFM C, - / FAN T GFCI / I yqp \ / IN \ ® A GFCI I I� CPD ORCH 42"h GFCI 11PBS W.H. ®��4or1 r A--� Steel Ballard 14tLe A 54' See this detail oncess sheet with light 1 _ _ _ Pull _ _ _J chaln�.-v� light in attic pc f1 i 50 Amp Panel 2 CAR /J ' GARAGE OPTIONAL PANEL LOCATION AL IN. 42"h GFCI -----------------e------------- r Garage i Door Opener I I I I I I I i I I I I I I I I I I I I I i I I I I I I I I I � ELECT121CAL PLAN SCALE: 1/4" Winne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida r ►1 0 bER Exhaust Duct Thru Soffit a I 4" Exhaust Duct Thru Wall / / 1 LAUNDRY � I - „ 1 I Wire For Front Post wP GFci Light COVERED PORCH 30" Post Light i Photo cell MODEL: Date Drawn Revisions : 9-4-18 9-25-18 Client Requested Revis GARAGE Drawn by: II-15-18 Window #4 M.O. LEFT IMPACT C.C.U. Checked by: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Sheet E - I OF 5 Comm # im AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR i► SPEADER BAR OF 18' - MIN LENGTH!! a HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT I Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLNTION CARE MUST BE TAKEN. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp In or less A Sprez let Bar 60 degrees or less 1 12 span Paapprox. ,♦rpProx 213 to Tag line Tag line 12 W Span. FER TO BCSI et this way if crane is. used. r::1ns:istcrane:operator REFER TO BCSI Truss must be set this way if crane is used. le, your truss may not match. Truss is an example, your truss may not match. sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. • A. AIR HANDLER 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. a WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at t d to rovide su ervision and advice the lob site when trusses are ere c e p p 4 i SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT �BRIG WALL @ 81- 1If I Y t s r4 8::., a CORNDER JACKS Y ARE NOT BEVELED. SEE STANDARD Li ENGINEERING O z PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-V END DETAIL: TYPICAL I PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-V j �4 END I DETAIL: VAULT, 12 — y3-15 o , °D 1-00-00 The Architect's or Architect's representative's shop drawing approval is NOT a "doubt# check" of the contractor, The contractor shall remain responsible for checking field measurements and other construction critorie..Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respe- fve locetfo s. Date: Approved By, Date: Braden 3 Braden A.I.A.P.A. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED IS undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for Aermining successful fabrication of the trusses. 2. All dimensions in this layout have been verged by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the rdersigned agrees that no backcharges will be allowed. in the event such written notice is furnished Chambers Truss tall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. let 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of -livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss asonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ided for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees iyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the rdersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the cipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to .rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11, Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. TED A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. 'Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 3105 Its can er venue Fort Pierce, Florida 34982-6-423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM C tlist created from this layout This layout sent to jobsite SLR 3 / LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SRC taro a 4 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load. 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. " Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R D L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the REV1E building department and your engineer. Design Criteria is the responsibility of the MODE C Building Designer and/or Engineer of Record S` . L.UC1E Chambers Truss Inc. Drawing Name: M11439 SCALE: 1/411 = 1'-011 82 total trusses, 16 unique designs 76 V10.1 Designer: BLW Reviewed by: _ Date: 09/11/18 Revised 09/21/18 FOR Wynne /,?-�;011r—rdr DESCRIPTION: MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439