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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 1felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Raced to"o.c. at all laps and two staggered rows 12' o.c. in field. Attach .rL. +n tn.aar. "inn M+.�i..".n+ d.+.. +I... .L.H 2., 2" O 5/8" thick light textured stucco on typical concrete - block construction or 5/8" thick x 8"w cu." coral finished stucco bands LEF-IF LEVATiON oa r" LE: 1/4' - III Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 2L 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 apaeing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusties using attachment detail on this sheet Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w ct coral finished stucco banc VATiON NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofmq FL #11G51.12 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 V and laps fastened with corrosion resistant tin caps and with 1,25" ring shank nails Taced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach .4 +n } "uan.n ...A. t All,....t rl.t wl nn t i". .6..t 06U. .V vn 6!JI l LVTI. l cl.c v, w Y111b t \ UY wl ul block construction finished stucco bands REAR EL-EVATION - Overhangs at I'-O" unless otherwise noted on Roof Flan - Roof pitch at +12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. «, 12 . w SLOPE 14 j 12° 5/8" thick x 8"w cut a'• �.H, oral finished stucco bands H. \_5 /8" thick light textured succo on tgpical concrete block construction -- — — — — — --.— — — — — — — — — — — — — --- iC�HT `,3 TIC SCALE: 1/4' r 1'-0' 2" x 4" top bane -board 5/8" thick x 8"w cut . coral finished stucco bands = Frnia ed Floor Finish Columns with 5/8" thick cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord I/2" drgwall on " x 4" studs at IL" o.c. 2" x 4" P.T. bottom plate 4' concrete slab with fibermesh OR 111 #10/10 WWM on L and Viaqueen over dean compacted termite treated fill interior Non —Bearing Partition nts SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L 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 Pelt underlayment installed with min. 4 side laps and V and laps fastened unth corrosion resistant tin caps and with 1.25" ring shank nails ?aced V c.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck 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 Pelt using ed nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 4 5/8" thick light textured stucco on tgpical concrete block construction FRO r 7.-L.EVA"I"k./ l ---- 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) i Florida Balding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is; Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roe Height: ll'-0" Rod 412 i Pitch: € Internal Pressure Coefficient- tws Sub,lectabihty to damage from: Weathering: Negligible Termites. Vera Heavu Width of Rod End Zone: 3'-f Wind Speed IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height:_ 1.21 x 0.L - 0.12L ASD desi n ► Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.LD1-+O.1WL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-321 pat Rod Zone: 2. +20.4/-51.0 pat Rod Zone: 3. +20.L/-84.0 pst Components (i Cladding Wall End Zone Width: Components t Cladding Wind Pressure I (NET) dal one: 4. +35,8/-38,1 psf Wall Zone: 5. +35.8/-41.8 psf ®Wa11Ri Zuni 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? yes Q ® Root Zone 2 Continuous Load Path Provided? Yffi Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure: , Presumptive: X 5a Test: psi SEE PRODUCT AP ROVAL FOR IMPACT PROTECTION FOR OPENINGS Carrw zones Rod Zwn 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD. —11— par FLOOR DEAD LOAD:-g-- pat JOB ADDRESS: ('FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. high by 4" diameter 1. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor 5t proceeding with work. OSHA Requirements. Flange with 4 - 3/8" a(3/ bolts into 2. Contractor to STRICTLY enforce ALL q slab (3/8"t 50 ksi steel plate) la 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cant. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3/8" 2� V 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for 21/2" poi. handicap accessibility requirements. h h" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 1' x L' P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl With F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C�9, C4i5, C514, C630, C931 Cabo, C1002, C1041,0111, C1178, C12-18, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation praming Member Spacing Max. spacing of fasteners Nall sizingoptions for installatin of drywall Into Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" g with 19/11,4" head OR 0.048" diameter x 1 1/4" long annular -ringed or 5d coder nail �211 OR Walla Either IL" 8" IL" 0.080' dia. xx 1 5/8" long with Direction 15/44" head OR Ggpsum board nail 0.084" die. x 15/8" with 9/ 12a head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/64' head 0.098" diameter x 1 3/8' long annular -ringed or Ld coder nail 5 0.092" dia. 1 1/8" long with I/4" head Wails Either IL" e" IL" Direction OR Ggpsum board nail 0.0915" dia. x 1 1/8' with 19/L4" head. Install SGD thru buck into block with 3/I0 tap -con 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with 11/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprro 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 CIli8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sy Crimp Metal rooting FL #11451.12 21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood" screws with sell sealing washer at 12" o.c. max spicing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails ?aced L o.c. at all laps and two etaggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal II anchor et e9ch trues 12 meth (10) IOd x I I/2 nails PRE-ENGINEERED TRUSSES ( 24" 10lb sipporting Max 4 I-- at 24"o.c. TYPICAL Ie101ba uplift (shop drawings by manufacturer) Aluminum Drip ��6 R-30 blown fiberglass Edge t Fascia in bottom chord or trusses 1/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows or beam block filled with concrete end (l) #5 bar cunt. in each row. Substitute Kagcan full o vent vmgl soffit installed precast lintel filled with concrete and (1) #5 umn 1/8' din shank x 1.5• long gals. bar Cont. for bottom row over openings rooming nails with 3/80 die. head per product approval - we chart sheet s1 1/2' drywall over In x furring strips al IL" o.c. with R4.1 fI insulation on typical 8" Block walls 5/e" thick light textured All drywall to be installed per FBC R102.3.1 stucco typical concrete and shall meet all pertaining ASTM codes. block eonstrueUon io Mortar to be Type M onig proportioned per FBC R401.1 and Mortar Jonts shall comp y uat FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...> #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). Max. sppacing shall not exceed Wood 48" unleea otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with frbermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill " Grade , _ I� i� ,��; III IIII,IIIIIII _ 14" x 14" Concrete footing 14" with (2) #5 bars Cont. and #5 TYPICALSECTiON transverse bars at 48" o.c. Scale : 1/2" = I'-O" to Masonry Beam / Wade Head fixed door sliding door 1 1/2„ AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR I I I I VTR Masterr� Bath I I I tar•. I 2" I Lev. 4" 1 2' VTR c. 1 l I I 1 2• s• 1 1 star. Kit. sink I I Kitchen 2• i I 1 Lev. s• W.C. Bath #2 am. a• C.O. Te septic PLUMBING RISER I" x L" P.T. Buck nailed to Mock with case hardened nails prior to door attachment Masonry Wall Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3AL" tap -con with Sliding Door D eta 11 I frI/2" penetration at L" o.c. max. om each corner and 20.' o.c. max thereafter at Jambs per product approval jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4"-5%s"x 5'-3 /e" 54Ya"x 13/4" Single Hung ZONE 4 2, V-2 V x 5'-3 /a" 15' x L3 /4" � Hung ZONE 4 3. '-2" x 3'-2 1/2- 21/2'x 385'e" Smgle Hung ZONE 4 4. 4'-5%"x 4'-2/e" I 54/a"x 54Ye" 1 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 bg contractor with manufacturers specs prior to construction _J Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O' lose x 84" Overhead Garage Door ZONE 4 B 3'-O' X C-am 41'/1'x 83%" Fiberglass Panel - linsaling ZONE 4 C L'-O" X 6'-8' 14e x 81 /2" °ott°" Sliding Glass Door ZONE 4 D 2"-0e X V-8' Solid Core - Wood - L-Panel -Bi-Fold Firaahed 24' x 81 /2" I- 2'-V X 6'-8e Solid Core - Wood - L-Panel F 5'-oe X L'-8e Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x L'-8' x 1 %" Solid Core Wood, Steel, or f lasonite Door H 2'-8" X 6'-8' Solid Core - Wood - L-Panel J 2'-1,e X L'-se Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X V-8' Solid Core - Wood - 6-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to co Ile ° ° O ° ° EGRESS 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above ° _ Covered Porch e- 12'-8" ° it ° C � MASTER `0 8'-0" to 9'-I " A.F.F. BEDROOM in Vaulted Ceiling 8'-0" R.F.F. AIII Flat Ceihng GR AT R OM I ° I Rod Shelf Vanity to e ° 34 Y2 hig n r in � " L SET ° 8'-0" to 9'-8" A.F.F.AF2 x L knee -wall below top of O Mrr Vaulted Ceiling I counter DINiNG i I _ _ eE ROOMt_ - '� I ,F 8° Rod Shelf O O =� BA T Vanity to be i p 1 34 Y2"high 11'-O 3/4 9 Y4" (41") ° High Wall ° a I 3'-8" I IITCHEN ri ao J I - - - verrfiang 8'-0" A.F.F. N Flat Ceding ° H. O F�o M-o. 10'-5" -O" pper c mats to8-Iextend over eP. ATH v O O Rod t Shelf 410 steel Ballard _ m 1 I I�„ _ - $qg detail on this slice C4 3� 22" x B4' ® Assess Provide out itAerie Yght I closer E I L _with _J V-O" A.F.F. [ Q Q 2" oUc u Flat Ceiling 150 4" mP Zo .r -0a L,_0„ Panel (► SECOND L N BEDROOM E5 Y GARAGE r ° MI 11117 ° e'_ " A.F.F. O (] r Flat Ceiling ° O EGRESS r----------------- i (] ° Block wall in 00 io _ garage to be T block C VER D0 tra a 12" x 12" concolumn block Pilled Rh concrete and (2) #1 bars v rt. tied ORC 4z� into h tels above L' 2,j ® I astruck ❑° C N p° ° ° Oo ° ° 3104C 2 _8„ 2, 8„ 3,-5 „ q,_O„ 31_5, Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at L" o.c. max from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and all per product approval of wall -\ / \ Buck to be 1" x 4• PT 0 N filler n 4'-O° A/C o +r Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall - / �_I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT I I' dock with case hardened nails ON ALL JAMB, HEADER, AND Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions Architects - Planners GARAGE Dawnb• 98 Wood screws thru jamb into buck at each hinge and 13" o.c. max and prior to door attachment NIT sheet 411 S.E. Coconut Avenue T h r a n d Carlton RIGHT r y REVIEWED FOR 2 Tel (112) 281-8258 C.C.U. CODE COMPLIANCE Fax : E-mail: (112) 281-8283 bradenaiaecomcast.net S anish Lakes S Lucie County Florida Checked by: D.R.S. ST. LUCIE COUNTY OF 5 �...__. :=1 zaao, «A �.,.,.,n.,�� . _q Comm # 12-21 B 0 1 1r�_llL. I UiK%/�L I / I = 0 : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FiLL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. 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.... 5. Contractor to provide filled cell with concrete and 1 45 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 6'-O" to 9'-Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vent. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and at each filled cell, �9Ell CTIONS one #5 bar continuous 4' concrete slab with fibermesh OR Vx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill Grade —� �— ootirxg !with (2)crete #5 bars cont 11 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I' -On 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill its bar Cont. Step per e , foundation plan 101, (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0 " 12' x 12' concrete column block Pilled with conerets and (2) s1 bars vert. tied into lintels above Verify house slab fieight in field Top of looter 16" below finished floor I6\77777 COLUMN FOOTING DETAIL = 1'-O" m SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over L023 clean compacted termite treated fill iD"r _il(I-,L111 Ills lI �I�II PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" e F.F. Grad 912 r—!III—!III dl1—!III—!III E _ 141, 52 GARAGE CURB 14"w x 14'd concrete monolithic footing with (2) #5 bars cant. SCALE 1/2" = 1'-0 " 2" x V PT wood secured with \ 3/8"dia. x V 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 PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location SInale Filled Cell Column NTS Filled Cell Masonry Column With One #5 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) 28-1-8283 9B E-mail: bradenaiaecomcast.net of I"A I IV/5LAt5 — r ° ° — — — J _ ° --- — " --- — O ---- ---- L 1 © ® L_J® ® i —__ FI------� Filled call under - IQ I girder above 0 I FI 1 =_ � Rear Patio/Slab ® LU l to be poured separate L , from the house slab. 1 I o Iry I Thicken footing to 1 I 24"w x 14"d x 24"L r------------ FI II it i i iti it i iti a C7 1 under filled cell FI I — J under girder bearing. 1 I Rear Patio/Slab to 1 be Plush with bottom of 1 sliding door recess. Slope 1/2" I I I I I 32'-e" 1 1 4" concrete slab with fibermesh OR I 6"x6" 410/I WWM on 6 mil Visqueen over I clean compacted termite treated fill 1 I7 I FI 1 °I i i ,' 1 coil I I I FI I I I I I I / I // FI L— — — — — — — - /Z I " I ° I I �I o 4'0 Steel Ballard 1 1 ®Pilled w/ Concrete o 11 aJ�1 I I vas 1 II w�E I I I -L- E — J N 1 e.a a, a ° 10 y I - oo ° I LU � J r 1r--- — r °r — ® ��_--- Recess for °° —--- o OD Garage I5oor 0, L_ 6' ® II'-611 © 6'-211 31_5,1 91-01, 31_51, 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida u� AIL A/C FOOTING: SCHEDULE Hark sire Description I 14"W x 14'0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 17111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8'D ITHICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS 87 With With x 1 Curb a at Garage MONOLITHIC FOOTING WITH 2 u5 BARS CONTINUOUS - CURB w 0'-0' Date Drawn : Revisions 9-4-19 GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Sheet Comm # 3 12-21 B ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on presspre for roof stated in permit info box on t�iese plans for zone 3 Ke Area Ede Field Fastener ax. Zone I 4 to4 of8d ring shank 45 psf Zone 2 ad ring shank IL par Zone 3 4 N 4 It8d ring shank 84 psf ** Zone 3a L" la, it #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column _ Verify with 12"x 12" lumn Block V41 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar ®I continuous in each row. Hook vert. bar over top bar with #5 901 bend bar with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. X-� Provide #5 bar set in pre -cast lintel into boom share length of the opening calla for it. Provide Cast -Crete = 8U8-OB/OT precast ---- lintel set in mortar--,- _ _._ Min. 8- Bearing -- - r-I- - = -_-i --' ovide PT Buck ached per ,lamb nits into filled cal 4' Pre -cast at Filled Cell r #5 bars with min. 48 bar rs overlap in filled call. Tie ell steel into continuous steel. I Concrete Footing face rooter schedule - for exact azaa DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Nat 2' x 4e bloclung to vent. lag of truss with IOd x I.6 nods at 4" oc. <r Install Snspaon MGT into wall wing 6/a' dia, threaded rod wt alai. 12' \ R722,:mto wet been and (22) IOd nads mto tress TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING _POINT NTS n 1/8' thick light textured stucco installed per ASTM C 921. over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/37 CDX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.I2 26 ge. Sv crimp metal roofing attached to plgsood deck u ing 49 x 1.5" wood screws with sell sealing washer at 12' o.c. max a0acing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails %!cad 6' o.c. at all ispa and two staggered rows 12" o.c. in field. Attach dock to trusses using attachment detail on this sheet Additional recast Lin al Lintel Bar Clear "A" #6 bars Length Length Span Bars i t. •.-,�,.. i t' r r T-10" 28" 1'-6" 2,43 •r•`• '-r t r t r l �•''' t i r t i td----.a '`----f qL----e 3'-4" V-4" 2'-2" 2,43 911118-01RAT 81r8-I8/IT 8f8-I8/2T -Additional 4'-0" 3'-10" 2'-81, 2,#3 .,.° • #5 bars 4'-6" 4'-4" 3'-2" 2 #3 no Row of H ?% Block Above +i %i:< 5'-4" 5'-2" 4'-0" 2,#3 'Si)yiv;� ,t�•,•�,"°{` 5'-10" 5'-8" 4'-6" 2.#4 r .. ;•,.) Precast Lintel r - •. 1 Additional-4" 5'-4" 2,44 •__--t #5 bars is---_y 8PI6-IB/IT 8PI6-IB/2T NOTES: 8'-4" T-10" 1 1'-O" 2,1*5 I. men. coverage of stee1=1.5" 2. min, bearing required a ea. end-s" ALL reinforcing steel is grade 40. 3, standard for reinr. stee1=A5TM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) none none none none none none none none none LINTEL SCHEDULE Mark Urrt Width Lintel Srri 9ast-Crete fleetion Ross of ock • Able Bottom steal sine Top SUaI siw "On. L�aed yft (PLP) MOL L: IFLF) max Lateral id d (PLP) L22 2'-2' V-6" 8P8-015AT 1 a6 3044 R64 1024 L31 21-V '-F 4'-O' else-OBAT I 06 2661 Is63 1L3 L46 4'-6' 6'-Io' 8P8-01111/IT — I a6 1105 404 334 L60 6'-0' 6'-V 8Fa-013/IT 1 06 1230 an 121 L60 V-Se T-6' 8108-OBAT 1 05 loll 121 634 L80 8'-0- T-4' aPs-115/21' I a6 2 86 152 i11 512 LIO T-O' l0'-6' IFS-1e/2T 1 a6 2 as 643 P30 401 LIOD T-0' 10'-6' 8PI6-15/2T ONE 1 #5 2 $6 1633 us 401 LI00 IC'-0- Ir-4- 08-I15/21' I a6 2 06 $82 444 452 LIOOB KY -Om II'-4' 8PI6-11111/2T ONE 1 $5 2 $6 Isis 1028 462 L120 IT -Off IV-4' 8P8-18/2'r 1 $5 2 96 411 428 $24 L12013 12'-O' IV-4' 8PI6-0/2T ONE 1 85 2 06 1015 110 324 LHO 14'-O' 16'-4e 8111I6-0/21' ONE 1 #5 2 05 1250 604 264 LIAO W-o' IT-4' 8P8-113/2'r I 96 2 86 $00 N2 n4 LWIS K'-O' 11'-4` 8PI6-�/2T ONE I a6 2 as 460 60o 1`14 - 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 REGrARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at egch truss with (10) IOd x 1 1/2 nmis - ( 24" o.c.) aupppporting Max. I6101ba. upldt Aluminum Drip ------ Edge t Fascia 12" 2' x V Sub-Fasci Kaacan full o vent vimUl1 soffit installed using 1/8" din shank x 1.5' brig ov. soling nail& nth 3/8" ilia. head per product approval — we chart shoat #1 12' x 12' concrete column block filled with concrete and (2) #1 bare vart. tiad---- into lintels above thicken edge to 8"x8' with concrete and 1 one #5 bar continuous \ BEYOND Top of looter 16" below finished floor smm�.amcs mm ®mmm Mimi Brace Gable and with 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each trues RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings big manufacturer ) RV w N to W � X � A lY a = O LA W tr ao U N r_ s M \R-30 blown fiberglass Q in bottom chord of trusses -1/2' drywall with smooth finish Ill Two rows of beam block filled with concrete .and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 ri-foil -insulation on tgpical 8" Block walls 12 4 Aluminum Dr" Edge t Fascie Flash and Counter v flesh Nail ledger to gable and truss with (2) IOd is at each web ' hi —rib lath vetoed mood a to provide ICrovon irlto 3/4' penetration members 5/8' thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vart. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" ilia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. (22) 10d nails into trues. Add bloockngwto 1810 lbs. uplift < ETA 20 truss leg per detail on this sheet to a X a7 r Oq tv m H 00 4 n tu u O E OD N to u N Q Ill C Brace Gable end with 2" x 4" SYP #2 min. --Sft back nailed to bottom of top chords using (2) IOd nail& at each truss r In O (A U q a u) All drywall to be metalled per FBC RI02.3.1 ETA 20 i and shall meet all pertaining ASTM codes. bo Mortar to be Type 'Mn 0 iTy proportioned Der FBC RLOI.1 and Mortar pants shall coinply uufh FBC RbOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and R C O F FLAN (I) #5 ppbaaaccr vert. (tgpreaU. 4a" unless notherrwise noted shall not exceed Base see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with ribermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET /cl an coin WwM to L and treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 1I-� — ALL TRUSS TO TRUSS CONNECTIONS BY II Ill lill TRUSS MANUFACTURER III IIII1111 III hIII 1=1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section at Front F'Orch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale - " _ '_ e FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden it Braden AIAe PA Date Drawn Revisions : Sheet Architects - Planners �}-ne Building Corp. GARAGE REVIEWED FOR �[ TelS.E. Coconut Avenue The Grand Carlton RIGHT Drawn by: Tel (��2> 281-8258 C C u CODE COMPLIANCE Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spanish Lakes Atowirr_ 1=f_ IAAggc SA At _t']nnn9t7 St. I-ucie County Florida m iris FAA 11iWAVANNIVA MIA WAM 11 VA& WIAA IM Eariffi., IMEOWN in 1 11 I I rA, WA Dor"A 01 NEW, MA 01 A 11 ■ screws with self scaling waher at 12 o.c. max sl)acing over ASTM D 't pe 2) 30 lb felt underlailmarit installed with min. 4w side.laps and to" end laLan fastened with corrosion re.'stant tin catie and with 1.25 rino shank nails otag ro 01MV151 min Checked by: ST. LUCIE COUNTY O.R.B. BOCC OF 5 Comm # 12-21 B 1-2-19 PANEL "A" Poles BR Load Wre Description arcs arcs Description Wre Lead BR Poles 1 20 1.2 km #12 Refrigerator 1 Rainge #L 12.0 km 60 2 1 20 1.2 ks #12 Cloths Washer 3 I 20 1.5 ke 812 Kitchen S.A.C. 5 L Dr $10 5.0 Its 30 2 1 20 1.5 ka 812 Kitchen S.A.C. I a 1 20 812 Bathroom Recepts 9 10 Air Candmisor $10 5.0 ke 30 2 - 1 20 1.2 kw #12 Dmhasrhr II 12 I 20 1.2 km #12 Microwave 13 14 Air Handor 910 8.0 kw 30 2 1 15 - $14 General Lghtwg 15 IL 1 16 - $14 General Lightwg 11 18 WH $10 5.0 km 26 2 1 16 - #14 General Lglowg 11 20 I 15 - #14 General Lghtma 21 22 GDO #12 0.81 KW 20 1 I 15 - 014 General Lghting 23 24 $per@ spas 25 21, Spore spore2128 Spare gpy.e 29 1 30 $pare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General„Iishting„(3,Matta„sg.,ft.),,,,,,,,,,, ,.,,,,,, Small, A,pglienee, Cireult(,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .Range .............. ......... ......... ......... .......... RePrigerotor.................................................. Microwave ................................................................. Dish ,Wore!1ef................................................... Cl?EhO+..41.�1�1t41....................... I ............ ........... Clothes..Diy®f................................................ Water, Heater Garage.Door,Opener,,,,,,,,,,,,,,,,,,,,,, 1135 3 5.209 2 ISOO 3,000 1 12.000 12.000 1 1,200 1.200 1 1,500 1,500 1 1200 1200 1 1.200 1,200 1 5 000 6,000 1 4 500 4,500 1 810 810 Total Watts 35,LI5 First 10000 Watts 9100% I 110.000 10,000 Remainder 25,(,15 e40% I O 104146 Electric Heat or A/C 10,000 eL5% 1 10,000 10,000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 12L.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Elleboll Recessed 43 Push Button Switch Exhaust Fan e9 Duplex Outlet Cohn$ Moulted Light -0 Special Receptacle ♦ Wall Mounted Light =ftaterpr ground fault craft Light with Pull Chain (attic) ® Floe Duplex Outlet a Computer Comnection Jack ® Carbon Moeioiade Defector � Flood Light T Thermostat Electrical Panel m ® Central Yac Electrical Meter ® Smoke Detector Calling Pm ® Television Jack ® Telephone Jack ,� A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR H.B. Vent _thr_u Soffit -- ` 1-2-19 ---------------- 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 S With #1 Grind 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic PANEL AHU PANEL AHIJ 200a rated 200a rated meter can n meter can %1 Interagatem banding Interoystes bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service PPL 2' nod service FPL 1 I ground rods I I ground rods r ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. HTB - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction Venfg AIC/KIC Rating prior to orderin equipment -Verify AIC/KIC Rating prior to orders equipment ELECTRIC NOTES: n PATIO/SLAB I I GR AT R OM I I I Center Reglate IO1on canrn 9 OP7OxIx DINING ROOM AT 232 CFM 12xcxl I I I I IL• I I I SECOND BEDROOM I 12)12x8 I I B/A 1� COVERED PORCH 1113 CFM IO)dOxL MASTER BEDROOM 143 CFM IOxIOxL er- -- �12b2/xA9 LCOSET 8 CF BAT p I MECHANICAL T, ___ 22• x 1 Attie Access i L 150 Amp Panel GARAGE r----------------- , I I I I e I I I I I I I I I I LAYCUT SCALE: 1/4" = 1'-011 L Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of a period of not less than two gears from ordering. The contractor shall provide circuit routings to Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verifg 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 by others. S. ALL exterior outlets to be WP/GPCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All racewags and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in oP eonatructron. The contractor shall furnish and install slab shall be spaced a minimum of three diameters or 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 RM1402 the requirements necessary for the equipment to be placed in 9. ABC RePri t'�� lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 10. sleeved in ALL A/C Equipment shall comply with energy calculation I-1. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Dr�}er Vents be Braden t Braden AIAe PA II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility to installed per FBC RMI502 12. contractor, the completed s stem shall be Pullg operative. Contractor for Fees, and telephone company. Architects - Planners shall pay all permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effective( �11 S.E. Coconut Avenue 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition or the N.E.G. Tel (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 8283.net 14. All required Insurance shall be provided for protection against the public liability and property damage for the 19. All material shall be new and shall bear underwriters' labels where applicable.0 E-mail.(112) - _ alaee _ -- _ _ _ Soffit H.B. Exhaust Duct Thru Soffit- overed Porch'-, I� 7 / 1 I / I / I � WP GFCI % MASTER BEDROOM ♦ -� V I y. I �� I% GR AT Smoke / Carbon R O M Monoxide Detector Combo I I MAN I I _ IEllse LQSET 11 I DINING I I GFCI F �' ROOM G CI .rr / Arci GFCI I i t ----- KITCHEN I\ mw'l Nines C.M. Detector 3'-2" 3'-2" 124" F-r. onlg per FBC 1 �� R314.3 � I M M / ► enter ' I BEDR000 I Y B A o I e e Wire F r Front Post , e Light WP GFCI / / e � GFCI IL" _ ♦V I A tie xAccess I L With light Optional PR 1510 Amp I Iaatwn P Pull chain / Panel light in attic 42"h GFCI GARAGE Garage Door - Opener I I I I B I I I I I I I N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc. ow) under disc. not shown For �^ csarltg A/c eter ELECTRICAL vPLAN SCALE: I/1" = I'-O" W4nag Building Corp. The Grand C Spanish Lakes St. Lucie County Florida FIR Lcighllt with Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 9-4-19 GARAGE Drawn raven RIGHT leg: C.C.U. Checked bg: 0-R.B. Sheet REVIEWED FOR CODE COMPLIANCE E - ST. LUCIE COUNTY BOCC OF 5 Comm 12-21 B ea S A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE A'_L" TRUSSES ARE TO BE SET AT 2.-0: ON CENTER EXCEPT AS NOTED 14 'ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span 60 degrees Spreader Bar or less } a9 F—_ Approx 2/3 to _� Tag Line span approx. Line 1/2 of span REFER TO SCSI REFER TO BCSI .Truss must be set this wcy if crane. used. Trussmust be set this way if prone used.. t Truss is on exdmpie, your truss may not match. This is on example, truss may not match. Insist crane 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 A are installed. AIF2 HANC�I-ER 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. 4 CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/ConnectorTDome be as de tabs o schedule in engineeringenails. package. Carried Truss *R:A 1 rLAI! C, 1ST \r.MAM13It * INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- (o d 81 M j upset=11/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL A 12 J4 4.00 r s J2 e n 2.00 r+m 2 0 A upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A e ARRANGE WITH CRANE OPERATOR ll'� AUVANCE FOR A SPREADER BAR OF 17'- 23'1 Do riot stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 34 i 6 -4" 3 4 34' GARAGE LEFT 34' 20' N L®NGTH 14' FABRICATION AGREEMENT . TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layout, which h the sole authority for detennining.suceessful fabrication of the trusses, 2. Al dimensions In this layout have been verified by the undersigned. .3, Unless written notice Is provided by certified mall to Chambers Truss within ten (10) days of deliverythe undersigned agrees ea that no half have the willbeilliness days the avant such vrtltlen notice to furnished Chambers Truss shell have three (3) bussj1neas days in which to begin repairs required, or to substitute other trusses, at Chambers optwn.' 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI & WTCA, S. Delivery Is to job alto. It Is the buyer, responsibility to make the job she suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a potion of the job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional deliver, expenses If Chambers Trues has to redeliver because job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing costs due to site conditions. 8. Pride as shown in paragraph 7 below Is subject to change N any changes are, made In this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. , .7; This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to. or If nq; agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accepf delivery of fabricated trusses. The undersigned agrees to pay Chambers,TNss reasonable odomey's tee for oolledlons In event of payment not limey made. W2 %per month service charge wig be added for ell slime not peld'withtn terms. S. Signature or Initials anywhere on this sheet constitutes agreement to all terns herein. 9. In conaIderetiohambers n of CTruss eManding credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity rec lving material and the undersigned agrees to pay such Indebtedness Including attorneys fees. If default In payment for material be made by the redplent 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint Nude County, Florida. 11. Design responsibilities arc per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSVIPVWTCA 4 - 2002" DATED SIGNED FOF,TITLE ' Asio eader barmaybe required par'TIM 1-Us to pin bllfay a 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 are required and can save life and property and Is the responsiblilty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trugaw mastbesetandbraced pardeslgnbDptsventIrJury&damags• Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other co'hcontratod loads on trusses, this can Hausa collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Pleri Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 771465.8711 Vero Beach 772-569.2012 Stuart '772-286-3302 ' rusueCucTo11CS"CnM.- The Architect's or Architect's represent tive's shop drawing: approval Is NOT a "double check" of, the contractor. ' The contractor shall remain reopens 10' for checking field measurements amid other construction criteria. Architlic V� approval covers general roof shpoII review of truss strapping, and loading oh structure from gravity and uplift loads i and theirre Clive lose 'art�{s•. Approved By fX Date: Braderni Braden A.11.1k. 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 c � wl ( Loading in PSF Roof R.D.L. _ .. Top Chord Live 20 H o Top Chord Dead 7 4.2, o Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 d TOTAL Load 37 7.2 Y Duration Factor 1.25 R 'o Wind Speed 165mph o Top Chord C.B. Sheeting by builder. H Bottom Chord C.B. Sheeting by builder. 3 I- Highest Mean Height 14'-0" �. Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 na rc.u.l .=Kestrainina Dead 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 Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: IP l Date: 04/24/12 Revised: 02/21/18 (er� FOR 34' < WYNNE BUILDING CORP. DESCRIPTION: GARAGE RIGHT 62' GRAND CARLTON III -7/ar5SL`/N PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT D,N1 1323 g- I!�r5ofa ,s :; ,�jtAtaLIANCE sT" LUCIE COUNTY FnCC