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HomeMy WebLinkAboutBUILDING PLANSK_'' Iv CV MAR 2 7 Z019 ST. Lucie County, Permitting Finish Columns with 5/8" thick cut coral finished stucco bands 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 4 o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet I 5/8" thick light textured stucco on tgplcal concrete �{ block construction RIGHT ELEVATION 12 'i SLOPE L 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE -4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOP�.1� 8'—I" T.O_B. FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 12" 12" 12" C R 5/8" thick x 8% cut coral finished stucco bands O'-0" = Finished Floor Flnlsh Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION T___LT___VATI01X I ' XOT�S: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 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. L 5/8' thick x 8% cut u 3 coral finished stucco bands 3 5/8" thick light textured stucco on tgplcal concrete block construction ------------------------------------------------------------- LEFT ELEVATION SCALE: 1/4" = 1'-0" 2" 5/8" thick x 8"w cut --, coral finished stucco bands —4" A.F.F. 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drgwall on 2" x 4" studs at 14" O.C. base —board � II 11 ,, 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts 12 4 1 SLOPE SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet WI1101ICO71� 5/8" thick light textured stucco on tgplcal concrete block construction FRONT ELEVATION 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' = 1'-0' �-�5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildng Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof '- " Height: Roof Pitch: 4:12 Oysrrc1i Internal Pressure Coefficient: ±0_18 Subjectabilitg to damage from: Weathering: Negligible Termites:Very Heavy Width of Roof End Zone: '-4" Wind Speed: I1.5 mph ultimate Wind Exposure Classification: C L21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LWL: O.LDL+O.AWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.&/-32A psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.L/44.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32,0/-40,gpef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 ea Walls Zone 5 Are Components an Cladding Detai a Provided? Yes END ZONE Minimum Soil Bearing Pressure:2 500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD. 10 psf FLOOR LIVE LOAD: �5 pet FLOOR DEAD LOAD: 1O of JOB ADDRESS: 7���Gb� FLOOR fmLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to " high b 34y 4" diameter proceeding with work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have Slab (3/8't 50 ksi steel plate) 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, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P,S.I. grout mix its r3/e" 0 zh 6. Drywall at ceilings Shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2 ] , 1. ALL wood in contact with concrete shall be pressure treated. D o 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. h" 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements.„ z,h„ z�„ yl, 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 I-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 Der FBC R302.9.1 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation h q p p x c" P.T. Buck Walled block with case hardened Wade b nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R31L - see permit info box of code edition 18. G(� up board material shall conform to ASTM C36, C19, C"415, C514, C630, C931 C960, C1002, C104-1,C1177, C11718, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fastienere Nail sung options for drygwall into Spacing installation Nails Screws Maximum framing 2 �x min 'thlcknebssers Ceiling Perpendicular 24" 'I" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" Iong Via" annular -ringed or 5d cooler nail OR Wails Either 16" 8" Ili" 0.080" die. x 1 5/8" long with Direction 15/44" head OR Ggpsum board nail 0.086" din. x 1 5/8" with 4/32" head. Ceding Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64' head 0.098" diameter x 1 3/8' long annular -ringed or lid cooler nail s 0.092" dia�xx 1 7/8" long with Walls 16 8" 16" Direction I/4" head OR Gypsum board nail 0.0915" dia. x 7 1/8" with 19/64" head. Install SGD thru buck into p D Q block with 3/16" tap -con with �J 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a�prc 19. ALL ceramic tile 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 C1178 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 t0 exceed 25 with an accompanging smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 Simpson HETA 20 or equal hurricane anchor at each truce 12 with (10) lad x 11/2' nails ( 24" Max. PRE-ENGINEERED TRUSSES oc.) supporGng .4 I8101be. uplift „ at 24 o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia V_ in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute Kagcan full o vent vmgl aorrit installed precast lintel filled with concrete and (U #5 using 1/8" dia shank x 1.5• long gals. roofing with 3/8' dia. heed bar cont. For bottom row over openings nails per product approval -see chart sheet al 1/2" dryWell over I" x furringg strips at 16" o.c. with R4.1 fi-foil -insulation on typical 8" Block walla 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. all 30" overlap Fill cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 481, unless otherwise noted Base see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 6 mil Visqueen over - / clean compacted termite treated fill Grade TYF'ICAL SECTION III -I I I I=1111= 14" x 14' Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 114 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR I I 1 I 21' VTR Master Bath IL". I 1 ,• Lev. I i" 1 2" VTR W.C. I JL I I I stw'. 3 ( I Kit. sink I r Kitchen t I Lay. I 3" W.C. Bath #2 able. 3" C.O. Ta septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door IMasonry Wall =s "i M� i vr' Bottom Track Typical Flooring >'t: Bill Install SGD thru buck into block with 3/14" tap -con with S1 1/2" penetration at o.c, max. l l d i n g Door Detail from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%e"x 5'-3%a" 54%a"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %" 15" x 63 %f` Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 1 2l%2"x 38%. Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54ke"x 54)s" 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 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 6'-8" 41'/i"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2"Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G T-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel U 2'-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 4I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor wlth manufacturers specs prior to construction 0 I M 14'-0" EGRESS � IF$=� I O MASTER BEDROOM a 8'-0" A.F.F. ILN Flat Ceding .B. 0 A/C Meter Rod t -O" anitu to 36'-0" � % i p..:z... �'Iw�r ��Da-O„m 12„ I `P,4.T.f �''S L A B 01 THIS PER R PIOT'INCLUDED ON - 12" \ 12" x 12" Concrete column / block filled with concrete and (2) #'I bars vert. tied Into lintels above Covered Porch Provide screen infill below 8'-O" to 9'-8" A.F.F. Vaulted deifing GRE IT R000� I I 2r-e° 1 S N 1 1 I w I 2" x 6" knee -wall fie'-OI to 9'-8" A.F.F. rr O I below counter top faulted Ceiling CLO ET I DINING SINE Rod t shelf e" es �'ROOM in ® ooi ` ow - �2- /�I .� �� 1 ,4TH Vanity to be 34 Y2"high ' H3h$all in KITCHEN 1 1 L - - 1- /2" - id! k8'-O" A.F.F. fiver -Tsang I O Flat Ceiling I 6'-O 10' Upper cabinets to ext nd over Rer. I r" "L R G.nieq - i °Gr^y�e - ` \R-a Batt. nrdatren� li 4"Steel BallardSee _of detail on thisul Provide auto 22" x 54"O closer Attic Access tIll with light-L - - - - 160 Amp P nel°� in GARAGE O -4" A.F.F. Flat Ceiling cv 3'-5" Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs end 20" o.c. max. Exterior face at head and wit per product approval of wall -\ / \ Buck to be I" x 4" PT r-----------------i Block wall in a �- 1 garage to be struck block 1 1 1 I I I 14'-6" I I O I I A I 10'-2" 4 E BATH „ Rod_t Shelf - -11 O L 24" 0 8'-O" A.F.F. Flat Ceding SECOND m� BEDROOMN F; 0" EGRESS if i O (] l�. C V E R D 12' x 12" concrete column block filled PORCHwith con rete and (2) #� ars vert. tied into lintels abo e T' 2" 12'-b„ \ 9'-0" 3'-5" 2'-8" T-8„ 15'-10" 5'-4" 36'-O" �I"x4" P.T. Buck Waded to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a I I at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK U e t a i l at U OOr INSTALLATION 3'-4" Exterior face 5'-2" I 6'-4" Attach buck to block wall with 1/4' dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2' x 6' PT Buck o NTS Braden t Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 5-24-18 411 S.E. Coconut Avenue II II THE S T f >� G GARAGE LEFT Drawn by: Tel : (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaiaeDcomcast.net Checked by: Stuart. FL 34996 UAAC000032 St. Lucre County Florida D.R.S_ 111 N^ crews thru jamb into buck ige and 15' o.c. max and prior to door attachment NTS Sheet Comm # 2 I�-300 OF 6 STRUCTURAL NOTES: 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 013TAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MiNIMUM 2,600 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. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8- 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, 6. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. 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 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. It- 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.... S. Contractor to provide filled cell with concrete and I US bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to S'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) (o. 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-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Vx6" #10/10 WWM on 10 mil Visqueen over <: !:; _:, < • , `. clean compacted termite treated fill tl Grade JI i i _ IIII —II _ I —IIII— I . E= —IIII F !.� PORCH SLAB EDGE DETAIL I� —IIII " III IIII_ 14 w x 14 d concrete monolithic footing with (2) #5 bars cunt. SCALE 1/2" = 1'-0" TYPICAL FOOTING DETAIL #5 bar vert. w/ 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ad,lust curb height 6"x6" U10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxV 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill #5 bar cont. Step per " foundation plan Grade r Lq ^ , .. — UO E _ IIII- 10" (2) #5 bars cunt. bottom steel _11 14% x 14"d concrete monolithic IIII III I I footing with (2) #5 bars cont. 121, 14" t 2 DETAIL AT GARAGE STEPDOIUN SCALE 1/2" = 1'-0" F GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in rield Top of f ooter 16" below finished flo F 11�.....: .. ; F, •_'.. - 30"x30"x16" concrete IIII— column footing with (4) I— = I I= 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = It -Off 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS 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 Single Filled 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 14'-O" 12;' 10'-0" uOu uu_i-=--i--=--�_°_ — O — — — — — — ° ° i — — — — — -1 - ° r—©�—� I ° I o �, I I I Rear Patio/51ab co be poured separate Q a from the house slab. -p �I Thicken footing to 24 m fr<i I FI 24% x 14"d x 24"L `n - under filled cells i under girder bearing. 1 E - n 711(ni ICDI° OI I I I IzIO I I I I IIEI LL — — — — — — — — — — — — — — — — — — — — — 1 E I Rear Patio/Slab to be flush with bottom of sliding door recess. FI Slope 1/2" I I� I ° I I I� I I I II EI FI II H B I Vanitg to be Ia�34 Yz°high 4" concrete slab with fibermesh OR O 6"x(." 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I I FI I I I 0,1 II I I � k I Ir I A/C ° F—--------w.H. I I I I 4"cO Steel Ballard Afilled w/ Concrete 0 \— W F5 ; I I I�ol I Ei om`- i IQla�l IE I � I I E I I FI I ) II I F1 l o s ° I =3 FI i- r 310 v \ I UO� I F5 #10 W ° 1 X u OIt T-z" 12'-6" cA V I a L �� Recess for E F 1 F ° ,E Garage Door O0 ° ---- I ------ 12" x 12" concrete column block fille T-O" 3'-5" with concrete and (2) #1 bars vert. ti into lintels above 15'-10" 5'-4" 36'-O" IN H.B. a W a FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 U5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"0 COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS t With WithCurb x 14"D at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 4" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 -4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 98 wood screw 112.5 psf ** Use nails or screws based on pressure for r of stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verifg with Plan `I '*I Rebar to Lintel 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8118-OB/OT precast lintel set in mortar-. Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. I' 4'� f • jY..:,;r?•.i, .h a%i.'�j+P��r ".�f#"�•:,I i', i;. 1 i; • :a Provide PT Buck I:.i ll attached per jamb details into filled cell Fes• :;I 4" Pre -cast Sill €�` .:I r: Ir th It a --Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in Pilled cell. Tie 7Pilled cell steel into continuous Pooter steel. CBS WALL Scale: 1/2" = 1'-0" \\ 12"x 12" Column Block Rebar Attachment NTS 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 usingg 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING.: DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 921 over ASTM ❑ tgpe 2 papper backed wire lath nailed to substrate through one iayer of ASTM D Tgpe 2 felt paper using 8d Halls. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. v Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12 Edge Aluminu t P Drip 26 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wand screws with self gelling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' aide laps and L" end laps fastened with corrosion resistant tin caps and with 1-26" ring shank nails Flash and Counter a aced L o.c. at all laps and two staggered rows 12 o.c. In field. Attach flash deck to trusses using attachment detail on this sheet Nail ledger to gable end truss B with (2) IOd ds at each web Lars, r LINTEL SCHEDULE Mark Win ow or 8 Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel S1e Top St" Sri Max. Gravitg Load fPLF) May. uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" T-0 BPS-OBAT 1 #5 300 1569 1024 L31 T-L" 2'-8" 3'-1. 4'-O" BPS-OBAT I #5 25LI 1343 163 L45 4'-5" 5'-10" 8P8-OBAT — I 1 85 1105 909 339 L50 5'-O" L'-0 SIRS-OBAT 1 85 1238 835 121 L60 L'-8" T-L" 81108-OBAT 1 #5 1011 121 534 L80 a'-O' 9'-4" 8P8-IB/2T 1 #5 1 2 #5 1 152 591 512 L90 9'-0' 10'-V 8P8-IB/2T 1 #5 2 #5 L43 530 401 L90B T-0' 10'-V SPIL-I113/2T ONE I u5 2 #5 1533 1183 401 1_100 10'-0" Ir-4" 8FS-I5/2T 1 #5 2 85 582 494 452 LIOOB 10'-0' ll'-4' SPI6-IB/2T ONE 1 #5 2 #5 1346 1028 452 L120 12'-0' 13'-4" 8P8-IB/2'r 1 #5 2 #5 411 428 324 L120B 12'-0" 19'-4' 811"I6-0/2T ONE 1 #5 2 #5 1016 110 324 L140 14'-O' 15'-4m 8PIL-0/2T ONE 1 #5 1 2 1 #5 1 1250 409 259 LILO IL'-o" 11'-4' skill/ 2T I #6 1 2 1 #5 1 300 192 194 LILOB I4'-0" 11'-4" SPIL-I8/2T ONE 1 #5 1 2 #5 1 950 500 I'll — 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. 12 Simpson HETA 20 or equal 4 hurricane anchor at each true with (10) IOd x 1 1/2' nads ( 24" soupciting Max. 18101b101be. uplifL Aluminum Drip ;7& Edge t Fascia 1/2, thrc stucco on 3/0' hi-riblath attached to horizontal and vertical wood framing rath provide or staples to prove 2" x 6" Sub-Faaci me lose than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kaycan Pull o vent viagi soffit installed using 1/9' do shank x 1.5' long galv. radug nails with 3/8' dra, head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vart. tie into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND 5/8" thick light textured stucco on tgpical 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. Pawed Concrete or concrete block well Poured Concrete or concrete block wall Concrete Anchors Per Manufacturers Space e Anchor" Per carers Spa" 1/4"Max. Alumnus Panel Saes per earufacturer - Sae Tggmal Stud Detail 1/0' x 3/32' Wing Not w/ appropriate washer and spacing per manufacturer's Details � 0) t Stud Detail Stud w/ Die Celt Lnc NTa Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss PRE —ENGINEER eD WOOD TRUSSES 13 24"o.c. TYPICAL ( shop drawings bg manufacturer 3 I e) to L x IQ L t O� rn N 00 � LL UJI L 2s to w U�. w iO ti p O N u ry Q Elsic Brace Gable end With 2" x 4" SYP #2 min. aft back nailed to bottom -- of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses Q I/2° drgwall with smooth finish m Two rows of beam block filled with concrete and (1) 45 bar cant. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furring stripps at IL" o.c. with R4.1 ?1-foil - insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" oil�} proportioned Der FBC R601.I and Mortar joints shall comply with FBC RLO1.2.1. Provide Our—O—Rock at all wet areas (ex. showers, tubs etc...) 09 IE Strap truss to wall using Simpson MGT with Simpson 1-IETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam 122) IOd truss leg either wet nails into per detail set or in epoxg with truss. Add blocking to on this sheet { 2�" o.c.) HETA 2O 1810 supporting Max. pp 8 lbs. uplift t PA WAF �s eC—� 1111 MOEN WE Wo W AIA laws, NO 1� AIM oGulf _PA _ mil Coast Supplu and MFG Sv Crimp Metal F —roofing Laing I • et — ■ All Access PAVE iFe SLOPE vtb hot I ------------- CH ETA 2O Fill cell with concrete and ROOF O F F L /` N (U #5 spacing wart. (typicaD. v v f� 48" unlessnotherwi a noted not exceed Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET J 4° concrete slab with Fibegh — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil ViVlsueen over L"x6" #10/10 WWM on L mil en clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Illll�lllllill ��i i�� Tublcal Section dt to LLI :3 CL Q�� U_I F_ E ly LU U� W �w Z D7 Z LLI I ua n (Y U7 rL ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR >=1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE R�alp 1/�" = 1'-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Opt. PATIO/SLAB PANEL "Ail Poles BR LoadE"Ife Description eira# circ# DescrpGon Wlre Load BR Poles 2 40 1.0 kwA/C comp 1 2 AHU #10 3.5 kw 30 Z 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 6 Ran a #6 12.0 kw 00 2 7 8 1 20 I.8 kw #12 Pump 9 IO Dr er #10 5.0 kw 30 Z II 12 I 20 1S kw #12 13 14 Dishwasher #12 1.2 kw 20 1 #12 Mlcrauaw IS 16Refrigerator #12 1.2 kw 20 1 912 Kitchen S.A.C. 11 is Recepts #112 -20 1 w #12 Kitchen S.A.C. 19 20 Racapta #IZ 20 I tOl w #12 Clothes Washer 21 22 Recepis #12 20 1 w #12 Garage Door Opener Z3 Z4 Recepta #IZ 20 I #12 25 Z6 ReaepU #12 - 20 1 1 20 1.92 kw #12 21 2s Racepta #12 - 20 1 I 20 #12 General Lighting 29 30 Rece pis #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 I 20- #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 smoke Detectors 3-1 38 General Lighting #12 20 I I 20 - #12 Bathroom GFI 39 40 General Lighting #12 20 1 share 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3, watts sq. ft.) Small, Appliance. Qrcult(s). . ....... . .......... ............. Range......................................................... Refri.gerator.................................................. Microwave Dish Washer. .............................. I ................ Clothes..Washer............................................... Clothes, .Dryer ................................................ Water Heater ................................................ ................. ....P............................... Garage,Door.Opener........................................ 1135 3 5,205 2 1,500 3 000 I 12,000 12 000 I 1.200 1.200 1 1,500 1500 1 1200 1200 I 1,200 1,200 1 5,000 5 000 1 4,500 4,500 I 1.800 I.g00 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21.415 a40% 1 O 10,96L Electric Heat or A/C 10,000 065% 1 10,000 10.000 Calculated Load Watts 30.946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = IS Ampa Electrical S mbol Legend S Single Pole Switch lRecessed Can Light Sy Double Pole Switch ® Eyeball Recessed PB Push Button Switch .� Exhaust Fan Duplex Outlet �% Ceiling Mounted Light Special Receptacle o- Wall Mounted Light eterproof ground fault circuit Fit T� PC Light with Pull Chain (attic) ® Floor Duplex Outlet @ I Computer Connection Jack ER Carbon Monoxide Detector Flood Light Thermostat m Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack A Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑I Intercom 1[ent_tboL--- Soffit Meter 149 CFM IOx1O)d MAST R BEDRO M 149 CFm IOx1Ox6 `yL 12x12xIO B/A 9 E ATH I 150 Amp Panel 2 CFM 12x6xl Covered Porch I GREAT ROO1``TT I I I C�rnter Registers 208 CFM 208 CFM or( celhng Pen IOxIOx 1 IOxlOxl L--- - - - f-- A tic Access I I with rght _ L GARAGE ---------� I 1 I 1 I 1 I I I 1 I I I 1 I I I 1 I � I I I ®= JUNCTION BOX TO SUPPORT A FAN THERMOSTAT LOCATION � E C � A N I C � L L A v OUT I O = 1 u B/A = BALANCED AIR __ SCALE. I/�f 1`011 Electric Notes: I. Use copper wire only, no aluminum. 1-1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI rotected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completelg and effectivelg 10. A/C Refri erant lines that are run thru slabs must be grounded as required bg the latest edition of the N.E.C. sleeved in AVC 11, ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pag for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before re inspections including blower testing wherequired. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liabilitg and propertg damage for the or as selected bg others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through ang concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancg, or one largest conduit or pipe from any other service. gear from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that mag have been damaged. 25. Drger Vents to be installed per FBC RMIS02 I�f" 2CIx20\%el AA I ICA' I I 1 i 1 Wj i col 1 a,i 1 IL DINING ROOM P ATH 144 CFM lox6x6 SECOND BEDROOM I j 12xl2x8 t_1 B/A COVERED PORCH #2/0 Aluminum feed I h' Conduit �. 1 2" PVC ( FPL 2" riald service PPL ELECTRI CA A/C disc. ISo Mcs PANEL a 5#caotMoEawir r in slab L RISES, - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Vent thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install owlet under disc. � not shown or Q clarity O i 'v- ELECTRICAL PLAN Braden It Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net SCALE: 1/4" = 1'-0" Attic Ventlncq Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wgrne Building Corp. THE STERLf Spanish Lakes St. Lucie Countg Florida MODEL: GARAGE LEFT Date Drawn 5-24-18 Drawn bg.- C. C. U. Checked by: D.R.B. Post Light Photo cell 1 Revisions Exhaust Duct --Thru Soffit Wlire For Front Post Light Sheet I Comm OF 5 Y=LIFE SAFETY WARNING This symbol identifies life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A Carrying Girder For Truss to Truss Connections hanger/connectorTDome in engi see eeringGuidenails. be as showschedule e nails. ' package. Carried Truss SEAT PLATES BY CHAMBERS M Cl) u 0 12 4.012 IIMIIIII upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 1-- pset=l/4" heel=315/16" ILUMB CUT END x 4 Top Chord VALL HEIGHT 8' YPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0- ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 1 8' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --- IF SPACING NOTE T ALL TRUSSES ARE TO BE SET AT 2•-0r ON CENTER EXCEPT AS NOTED A I R F- I A" E::> I t= FR N p T IE= 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses AL are installed. ////////WWWO///////////////////////////////%//////////////////////////% 0000010 100,00 ills �F01010/ 011,40 5001 001 111 0100100 lop _- �' 1001004 INVERTED 'V* WEBS AT CENTER • s•s 50# POINT LOADS PER TRUSS FOR AIHIU eo 00 1. 1114. �G0 . .1111 010100 1 101 e -P■_ /II�111�1�11�'G,.1111l11�■I\Ilii�lll`\� gl1lliil :1 i I �i������������������A1111 I 15'-10" I 5 �. 1 3.-4" I 11.�" 1 GARAGE LEFT DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT SCSI 4' I l I=I=I,WI�I�1�1�1�1�1�1�1�1�1�1�1�1�► - 0 III sirSW .re JIM WIN ME ,A hill 11111141411111 11 111101110 1118 Ism�"' \ I01 iii INVERTED -%r WEBS AT CIE R ' 50# POINT LOADS PER TRUSS • ATB — •_ � Sm \' �� ����������������r- =��.�II�II�I■�I�1�I11�OMI��111�I�1� ®I�I�I�I�I�I�I�If�1111�I�I�IB�I�I�I�I� 100 \\\\\!\\\\\ \\\\\i\\0il \\L\\\\\ i\ \01 \\\\�\\ \I�\\\\`! \\\\ \\\\\I\\\\\\ FABRICATION AGREEMENT' TRLt$=CAMMIESTAIMLWMTMIAORE�rggMED&RErJR.ED - TMboddtiaPnop&iywlaren,.hw.e,wabsbrd.aedk:; _ The adadpad wwMdps. and sorse.: t:"nine... will be tnWo ti uda acowdriea w"' ink w,. pkcemax mepem layout whldlbola.alaaulhotlq mfdetana6dlp.aa,n.�l,tate0dionlof ieous.ae. 2.A1 d1 nenabns e, ode layout hwr. Usen vagbd byga . .a. lhdeis wrtkn oaks k prtwlded by oatlred mar m Cllornbera Trues tvtlrht tan (1� . dM or derverr uidw.wraa ap.e. th.t rw bsdrlwpaa eel be srowed.ln ins .verx such when notice k brnddad Chenr6ers Tmee Ohaa hevs tivae (� dars b whkh .. m beoln mpahs rsgrdred am eubWh¢s etilectruaw a Chwnbws C 4. TIN ardenlpnedsdoo Lae recdpt d"Bt7S11-09'etoterlaryeMst byTPI3 WTCA, 'A DsrvsrY b m Job doe• h b the btryare'reeporybCly m rtraka tine JoD dk sutahHs Per . detH7 o1wabars Tnwe job sift ha tla aok autlrahy m detenr" tta wdewstyame Job site off • The M is rellparokk additional detivlml ex� wa be mporaM mr dung deprery ony. • bsoewe job sits isriot prspered br dslhrory er bu rp p Thiss Las b redervx ¢tryef li twp°nslds m txan bws Tr for mwlny mW due m ate oonitlkn My a ' & Pllos u shown Iry peeapgpl, 7 babes k et 0d b gores h any dangm we, made In • tldi.l it. A SRI per has fee for ravkbns trey ba d■ gW by Clambers Tnae. _ 7: Thk b a PURCHASE ORDER m Chembwq•Tnus a ale wen speed kV a tf . i;prawnmx a masomill prke. bvob vda bs mock on delvwy end W whhh, temo a di des cry. Imrolce rpep. be made at edreduled Rate"bf delivery buym canna delhwy a tebrlcated tiwoe The teweomned a{psa m par Chambers.Ttuea reeesnatde . wflbbe for W a WYmerd ax tbtaly made. l-0rz %, per month Beryl a. hipamr s a Wdab psldwladn term.. �lwlam ink a>t m rmbdea ■ r ft a m.w thin,. hwsln o n oaaid guw n Chamber Tnae a m due o aedt for tide makrld the b tpterantsos PaYnad whorl dos a wry and atoy hddxodrats owed m Id u'krdu�d're .fye fop. If deent °dwdt ienrd 1h° underelp"°d ape°' m pay'ud' } . parmeru to naurld be mWo by as 1 0 b the went ofant' aWedon canosndnY thle rprsemwit tits time tanlehed Iroreurder a payments retorted m Ileretr. the Pantie. .eras dot 1ha sRWICILpk vfprsny such al will Raib 1Dulpn twpanal0' enue I an per•'Natlon4 SmndeN And RatAnuandedOuWadnos On . . ANSVT aMTC For Conthudbn Uabp Metal Plain t.ognxmd Wood Trines ANStrfpayyrOA4-zoox-' _" . qeF eaderbwrmaybenHytliedpW"Bc.SI1-WbpeMk"& I IHtoi, • Multiple Ply trrusp must be fastened together per engineering before they are set; fatiure to do so can resultin roof cothgwe. Temporary and permanent bracing are requlmd and can save Ilfe and property and Is the rosponslblllty of the trim erector. Study the contents of the Information packet Included on delivery ' • before sattlng hvss§t. . 'rhmemmustbeaetandbraoedpadeslpnbPrenerHti jteybdrrnege Trusses must be set plumb and square Do rrot�et boob or stack of plymrollxl, roofing material of NY . ogtef cdtiWtr6atsd loads on trusses, this can cause collapse. DO-Nt3T SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED MM TRUSSES TO SET TRUSSES = CHAMBERS TRUSS INC Tic 3105 Oleander Avenue _I FortPlerl Florida 3M824423 I 800-551-5932 ' Fort P lent. 7r2-4664012 Fax 77`2�86-t1711 Vero Beach M4568-2012 Short '772-286.1302 r ur-L seta. huauGepQ•rp11Ag'P.AY i .' .F ^s or Architect's representative'= - �'a'Mng approval is N07 a dOuole check" of the contractor. The contractor shall remain responsible for checking field measurements and Other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and u � - their&ropPRftloatls and tdve locati, APProve 92.0/93.2 MITtJC 4.2 Date: DESIGN CRITERIA Braden 8 Braden A.I,q, County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 0 w I Top Chord Live 20 _ m Top Chord Dead 7 4.2 s jc I Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 Duration Factor 1.25 w d = 115 Wind Speed 165mph Top Chord C.B. Sheeting by builder. cc a Bottom Chord C.B. Sheeting by builder. Al I Highest Mean Height 17-0' v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L =Restrdinin Dead Load C.B=Continuous Bracina Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibilfty of the Buildinci Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: ' w Date: 11/14/16 Revised: 10/23/18 1 v, FOR 3'l 6-4" 1 15'-1" l Q WYNNE DEVELOPMENT CORP. GAR A � STERLING 1 V -1G E RIGHT PAGE 1 of, CUSTOMER INITIALS EACH PAGE 7 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 s �,tid�a sv