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HomeMy WebLinkAboutBUILDING PLANg<Iulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 gga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" ood screws with self sealing washer at 12' o.c. max spacing over ASTM D tope 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" end FILE COPY sLps pa fastened with corrosion resistant Uri ceps and with ring shank Hach spaced " o.c. at all taand two staggered rows 12" o.c. e. in field. Attach deck to trusses using attachment detal on this sheet / \ 12 ,111 SLOPE ---------------------------------------------- 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION SCALE: V4' - 1'-0` Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL WIL51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12' o.c. max spacing over (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side lap* laps Fastened with corrosion resistant tin caps and with L25" ring raced 1, o.c. at all laps and two staggered rows 12' o.c. in Pie deck t9'trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction -'IGHT ELEVATION SCALE: V4" - II FILE COPY 0 5/8" thick light textured stucco on typical concrete block construction J 5/8" thick x 8% cut coral finished stucco bands 12 SLOPE 14 COVERED PORCH �� Gulf Coast Supplg and MFG 5v Crimp Metal roofing PL #11451.12 CO 2G ga. 5v crimp metal roofing attached to plgwood deck using 119 x 1.5" ���r wood screws with self sealing washer at 12' o.c. max spacing over ASTM D G (tope s 30 w Pelt underlagment installed with min. i side taps and L" end lope fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced (V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOP 5/8" thick light textured I stucco on typrcal concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE. 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL MIL51.12 2L ga. Sy crimp metal roofing attached to plgwood deck using #4 woad screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25' ring spaced L o.c. at all laps and two staggered rows 12" o.c. in Fie deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt 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. 12 4 1 SLOPE (J O.H. H. Finish Columns with thick cut coral finished stucco bands 2" x 4" top plate 1 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base —board ----- \ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts FRONT ELEVATION ST. LUCIE COUNTY BUILDING DI ON REVIEWED FOR COMP IANCE REVIE Ee Y_ DATE PLANS D PERMIT MUST BE KEPT JOB SITE OR NO INSPECTION(S) WILL E MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE 114E RESPONSIBILITY OF THE poNtmcTOR OR RECORD FILE COPY SCALE: 1/4' - II FILE Copy SUANNEU BY St Ludeftffly 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: ith Edition and ASCE7-10For Wind Loading -BuddingrDwagin is: Enclosed Risk Categor . II Wind Vslocitg: Ii5 mph ultimate Mean Height: '— ' Roof Pitch: oil 4:Is ong Internal Pressure icient: to_I8 Suh,lectahilitg to damage from: Weathering: Negligible Termites:Verg Heavg Width of Roof End Zone: V-4■ Wind Speed:Ii5 mph ultimate Wind E39osure ClaiT ication: C 1.21 x O.i 0.72i Adjustment factor a Exposure Weight. ASD dsaggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL. O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.i/-32.i pot Roof Zone. 2. +20.i/-51.0 pal Roof Zone: 3. +20.i/-84.0 pd Components t Cladding Wall End Zone Width: 3,-4' Components t Cladding Wind Pressure (NET) Wag Zone: 4. +35.8/-38.1 psf O - Rod Zone I Wall Zone: 5. + 8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Down:+32.0/-40.3pd Shear Walls Considered for Structure? yes ® -Root Zone 2 Continuous Load Path Provided? YYe�ss Walls Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Minimum Sal Bearing Preswe.2&ggpm Presumptive: PAN - Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION F R O ENINGS Rod Zone 3 ROOF LIVE LOAD: 3_ pot ROOF DEAD LOAD: 10 pot FLOOR LIVE LOAII pot FLOOR DEAD LOAD:-12.- pat JOB ADDRESS: �U'z� �� FLOOR PLAN CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. Living A/C = 1444 sq. ft. I. Contractor t0 verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor Beck Porch Total = 168 sq, ft. 2. proceeding with Work. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts into Garage = slab 13/8^t 50 ksi steel plate) Front Porch Total = 411 sq. ft. 92 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. t^ Total Under Roof= 2381 sq. ft. 4. No dissimilar metals to touch. 2V 2�2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. toshall ° mixomu na ,OOing P.S.I. cocrete ad/shall �3�6^ o 2 " 6. dorat�� d to botttrot Orgwabell at ben leveled chord 2� , Attach buck to block wall with of trusses with screws per FBC R102.3.5. 0 0 1/4' dia. Elco cant screws with min. 1. ALL wood in contact with concrete shall be pressure treated. i andd4i4" max Pram each c• penetration at 1o max cornerr thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. '�„ Exterior Pxe t" 2' x PT Buck of mail 9. ALL plumbing fixtures to be low flow. aces 10. Contractor to Provide Drain at water heater in accordance II. with the current edition of the Florida Plumbing Code. Contractor to Provide a 2'-8" wide door at one bathroom for sa woad idiem. thru ,sine into audit et aadh hinge and IS' o.c. max and handicap accessibilitg requirements. �„ Detail at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department �" NTS surveyor to set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION Heater ows3/ thru buck into InstalWater slack with 3/IC• tap -can with block) with 15. 1 1/2" penetration at V o.c. max Wall and Ceiling shall have aflame -spread classification of not greater than 200 err FBC R302.9.1 tram each corner and 20.' o.c. max thereaP err a! ambs and 20' o c max 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race at hea�and sill per pradad approval I1. All exposed attic insulation materials installed on attic floors shall have a critical radiant or alai) EI to be IN x 4• Pr flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varier materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C79, C415, C514, CII C931 C1396 be I'x4' P.T. Buck nailed to rock with case hardened nail C410, C1002, C104�,C1111, CII-I C12�8, C1395, or and shall installed D etail a t Windows Prier to window attachment according to the following: (FBC R102.3.5) IN x L' PT Buck nailed to Masonry Beam NTS Drywall Th, I' Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for installation of dryywall into Spacing Maximum wood framingg mambas Nails Screws 2" x min. tf�rckneas Calling Perpendicular 24" in 12" 13ga 1 3/8" long with 19/L4" head OR 0.098' diameter x 1 1/4" long annular -ringed or 5d coder nail �2 /' Welts Either IL" 0.080" dia. x 1 5/8" long with Direction 15/64" headR Gypsum board nail 0.086" dia. x 7 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8 log with 19/L4" head OR 0.098, diameter x 1 3/8" long annular -ringed or Ld cooler nail OR Walls Either IL" 8" 16" 0.092' dia. xx 11/8" long with 1/4" head Direction OR Ggpeum board nail 0.0415' dia. x I i/8" with 19/64" head. block with case hardened nails prior to door attachmen Install SGD this buck into r' ,;' block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O O 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 approval IN x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment 19. ALL ceramic the surfaces installed shall conform t0 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 C1118 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R316. ulf Coast Supply and MFG 5v Crimp Metal roofing FL #IiL51.12 6 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woad screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with L25" ring shank nails spaced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or i eq ual II2i ~with(10) IOx /ils ( 24" o.c.) supppoarrting Max 1810lbs. upld't 12 4 1- 1'RE-atN24"o.cc..RTYP CAL TRUSSES (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge t Fascm in bottom chord or trusses W. I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute Kaycan full o vaM Yinup1 soffit installed precast lintel filled with concrete and (U #5 awing 1/8' d.5 a shank x 1" long galy. bar cunt. for bottom row over openings roaring nods meth 3/8' dia. head per prodieL approval -use dhart sheet 31 1/2" drwallover IN x furring stripa at 14 " o.c. with R4.1 Fr -foil Insulation on typical 8" Block walls 5/e" thick light textured = All drywall to be installed per FBC R"i02.3.1 g T and shall meet all pertaining ASTM codes stucco on typical concrete ho Mortar to be Type "M" only proportioned per FBC RLO1.I block construction and Mortar Ponta shall comply with FBC RLo1.2.L Provide Dur-O-Rock at all at areas (e)L showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell lD #5 bar vert. (typical). six spacing shall not exceed Wood 48" unless otherwise noted for see foundation plan notes f spacing at opening& 4" concrete slab with fibermesh OR L"xL" #10/10 WWM an L mil Visquesn over clean compacted termite treated fill Mr Grade - i _III III 1_I I I I "' 14" x 14' Gpncrete f00I 14" with (2) #5 bars tort. and #5 transverse pars at 48" o.c. TYPICAL SECTION Scale : 1/2" = I' - fixed door sliding door n .$l,I Masonry Wall nt, �_ 11/2" -- Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/16' tap -con with sliding Door D e t a i l 1 1/2" penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NITS - Window Schedule Mark Size ROU h O en. Window Descrl Lion PRESSURE ZONE I. 4'-5ie" x 5'-3 W 54 iB'x d-I SW400 Hung ZONE 4 2. V-231s"x Ill %" 15' x 63 i+' Single Hung ZONE 4 3, 2'-2' x V-I 21h"x 3111 Single Hump ZONE 4 4. 3`11' x 5'-3 ia' 38' x 11I Single Hung ZONE 4 5. 4'-VII 4'-2V." 1 54 k.'x 54 Y." Single Hung ZONE 4 A. 2'-2' x 2'-2' 1 V*Wg Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL Windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction Door Schedule lark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X 1'-6' loan x 84" overhead Garage Door ZONE 4 B V-O' X V-8" 4111 x III isibigirgigsa. Panel - Inagard ZONE 4 C 6'-0' X 6'-8' 14' x 81 i," Mttw Sbdfflg Glen Dow ZONE 4 D 2'-0' X 6'-8" Solid Care - Wood - 6-Panel-Br-Pdd Finmlmid 24" x 81 h" g 2'-L" X L'-8' Solid Core - Wood - 6-Panel F 3--On X L'-8" Surface isounted S.C. - Wood 6 pond over $2" drywall opening G 7-8' x V-8' x 13114' Solid Cara Wood, Steel, or Maaorrte Dow H 2'-1 X V-So Said Core - Wood - 6-Panel J 2'-6" X V-8' Sekd Core - Wood - 6-Panel - Bf-Fdd ALL Exterior doors to Withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.met i N H.B. IN AiC w Wunne Building Corp. THE MANOR Spanish Lakes St. Lucie County Florida Opt., PA 1 21'-O„ O9 -L 12 9'-41, 12 o0 oa ao ° EGRESS e "" " 8" 21'-0" 12" x 12" Concrete column block filled wit concrete an © (2) #1 bars ver tetiBd into COVERED 4' PORCH MASTER BEDROOMif Flat Ceding 20 -8" p+ I Vanity to be l 34.5" high © I p I 3'- /3,-O" G'-4"x G R EI T --- ROOM r CLOSE s T 8'-O" to 9' 8" A.F.F.AL O m I N Vaulted Ceiling N � I I o I I 0 I t�D.JI �r Rod i Shelf I CLOSI Align cabinet I with outside I I n of ref. wall -O" I G'-4"ET 4'-�" 15" 4'-c' cn O ° m in n o i� W M c.e Me I ILD I JUNIOR MASTER KITCHEN o in anit to be 8'-O" A.F.F. BEDROOM 4C.5"yhigh FlaUpP rlcabinets - 8'-O" A.F.F. to extend over Flat Ceding REF +xer. I 13'-2" 5"-O" 4'-6" �•� - - � - J Q N T;r -4r, BMHo L� ® 01) W.H. -tl Batts closeri�on D O `o anit�y to be WDER w 3' high r ;--"- 0 w q"4 Steel Ballard lsttttim xASe s ILBee detail an this sheet w F- Optional F +�n NOOK 2 CAR Alternative �I I BParil p GARAGE Location 5'-8" 1 '©H.B. O T N R-II Batts � 8'-4" A.F.F. - Flat Ceiling © O rc ------------------------------1 _ I I < I I @I IEI ttToo -Lill wl I Block walls In Garage I o AUNDR w I to be struck block °i o h 5 -O" cv I 0( OK 1010 j I TEMPE ED© I I - In line I I with door I I to laundry I<o 8„ COVERED L I ( o PORCH 17011 2'-8" It'-O" 3'-81, 22'-4" 35'-O" MODEL: Date Drawn : Revisions : Sheet Comm 5-11-18 GARAGE fawn LEFT Drawn led: 2. 18 O IMPACT c.c.u. Checked bg: D.R.B. OF 5 2. 3 4 6. 1. UL. I Ul`/�L_ IX�./ I ]_IJ" 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WiTHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, 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. 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. 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 PLAN B. 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 - 301 STEEL. IL 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 Pb 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. G185 RATING. I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-0" 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. Verifg all recess thickness at showers, tile, etc.... G. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. P v d (2) filled cells on each side of openings from �'-O" to 9,-II" d P U. (3) f Il d II n each side Of onenings from 10'-0" and up an rovi a I V. ce s o 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 Compang 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 X, 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 vert. w/ 30' overlap — at each filled cell FIB 4" concrete slab with fibermesh OR LmAs #10/10 WWM on 10 awl Visqueen over clean compacted termite treated fill x 14"d concrete monolithic is with (2) #5 bars cone. 14" CAL FOOTING DETAIL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / #5 bar cont. ff/ Step per — foundation plan 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above _ I: I �'I� Top of footer IL" below finished !IY�fli steel Verifg house slab height in field =:�30"x30"xlb" concrete column footing with (4) 1 #5 bars each wag 30" OLUMN FOOTING DETAIL 11 = 1'-O., Thicken edge to 8"x8" with concrete and one #5 bar continuous 01111==mw #5 bar Vert. e/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ S6ieaarlE 14" steel Verifg house slab height in field =:�30"x30"xlb" concrete column footing with (4) 1 #5 bars each wag 30" OLUMN FOOTING DETAIL 11 = 1'-O., Thicken edge to 8"x8" with concrete and one #5 bar continuous 01111==mw #5 bar Vert. e/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ S6ieaarlE 14" 1=00TING SCHEDULE Mark sire Descr sloe I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12'W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH f4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB • 0'-0' 4" concrete slab with fibermesh OR CxO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill B EDGE DETA MINWe1 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 10 rod Visqueen over clean compacted terimte treated fill 14"w x 14'd concrtilte monolithic footing with (2) 45 bars cont. 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 prping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One ARAGE CURB DETAIL #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI SCALE 1/2" = 1'-0" See Floor Plan For Location 2" x 6" PT wood secured with \ 3/8"dia. x 4' 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 NTcJ. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Double Filled Cell Column NTS 0 bD T O N ROOF SHEETING ,4TTACHMENT 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 based on pressure for roof stated in permit info box on these pans for zone 3 KegArea Edge Field Fastener Pressure Zone I 6" 6" Bid ring shank 45 psf Zone 2 4" �" Sd ring shank 14 psf Zone 3 41, 4" 8d ring shank 84 psf ** Zone 33 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan V-1 Rebar to Lint&l 48 Bar Dia. `11n. Overlap Provide #S bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. '\-- Provide #S bar set in pre -cast ROOF F L/4 IN I t I into beam where len th of Scale : 1/2" = I'-0" in a g the opening calls For it. — /'l�i��j,ainn� at 1'—iiii iln1Qcc nti'1(rIIIISP Y1ntP(C)n this sheet Provide Cast-Crete— SUS-OB/OT precast --- -- lintel set in mortar', _ Min. 8" Bearing - - - - -- - 12"x 12" Column Block J#7 Rebar attachment NTS Provide PT Buck attached per jamb letalls Into Filled c, 4" Pre -cast Sill Roofpitchat 4:12 unless otherwise noted on — Truss shop drawings to be provided by manuf _ — Any changes to this plan shall be submitted architect for approval in writing prior to Sta — ALL TRUSS TO TRUSS CONNECTIONS TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pr to construction for layout and uplift verifleat Poured Felled Cell — Contractor to provide for Form Board Sury T Form Board Survey to Truss Company prior Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Footer steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of trues with 10d x 1.5' nails at 4" o.c. Install Simpson MGT into wall using N 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 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 19/32' CDX Plywood nailed at 6" o,c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using tt9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" O.C. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear A B #5 bare :':'.;' r 9 r i .I CLEAR Length Length Span Bars Bars 2'-0" 2'-8" '-6" 2.#3 none 3'-4" 2'-2" 2,#3 more 81s8-OBAT 8F8-IBAT 81s8-IB/2T 4'-O" 3'-10" 2'-8" 2,#3 none Additional #5 bars •"rr'R 3'-2" 2,43 none CLEAR One Row or "H" Block Above 5'-4" 5'-2" 4'-O" 2,43 none -8" 4'-6" 2,94 none Precast Lintel Y ..'..::, 1 rv' , 6'-6" 6'-4" 2,44 none Additional, i �'-6" T-O" 6'-2" 2.#5 more bars i ----s----� 812I4-8/IT BFI4-IB/2T " 1,-10" 1'-O" 2,3#S none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required ® ea. end=8" ,ALL felnfsteel Is fade 60. orCln g g 3. standard for re,nf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) i LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S'u Top Steel size Max Gravity Load (PLF) Mex. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2-2" 3'-4" 8F8-OBAT I ttS 300 1549 1024 L31 7-4" 2'-8. 4'-0" SF8-OBAT I ttS 2561 1343 163 L45 4'-5" 5'-10" 8F8-05/IT I #5 IIOS 909 339 L50 5'-O" 4'-6" are-OBAT I ttS 1238 835 121 LLO 4'-8" -1-6" 8F8-OB/IT 1 ttS 1011 '12-1 534 LBO 8'-O" 9'-4" BF8-IB/2T I #5 2 #5 i52 591 512 L90 9'-o" 10'-4" BF8-I13/21r I ttS 2 #5 443 530 401 L90B 9'-0" 10'-4" BFI4-IB/2T ONE I #5 2 #5 1533 1183 401 L1o0 lo'-O" it-4" SF8-IB/2T I us 2 ttS 582 494 452 LIOOB 10'-0" 1 II'-4" 8FI4-I5/2T ONE I #5 2 #5 1361, 1028 452 LI20 12'-O" 13'-4" 8F8-I5/2T I #5 2 #5 411 428 324 L120B IT-O" 13'-4" srl4-IB/2T ONE I #5 2 #5 1015 110 324 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 609 259 16'-O" IT-4" 8P8-IB/2T I #5 2 #5 30O 192 194 NE I #5 2950 500 194L rL14O14--O" LINTELS SHALL BE MADE BY CAST-CRETE. TELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE FER TO CAST CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS I - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED, Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) suppPorting Max. 1810lbs. upidt Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fascl Kagcan full o vent vingl soffit installed using 1/8" die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and 1 one 49 bar continuous BEYOND Top of Tooter 14" below finished floor J 12 4 �- 1/2" Aluminum Drip - Edge il Fascia Flesh and Counter flash Nail ledger to gable end truss with (2) IOd is at each web thick stucco on 3/8" hi -rib lath :hod to horizontal and vertical wood ig with nails or staples to provide as than 1-3/4" penetration into mtal wood framing and 3/4" penetration vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per Foundation plan — Slope per foundation plan IIIIIIIIIII—I IIII IIII I- 1111=IIII=IIII -IIII ,,I\II,�1111 IIII-1111 IIII =j11 F3 T I W ood Base IIII IIII IIII IIII I' I 1 11 I I I=1 I I =1 I I I I\ 1 I- 14" Ical Section Brace Gable end with 2" x 4" SYF #2 art back nailed to botto of top chords using (2) 1 nails at each truss PRE-ENGINEER-f-D e 24"o.c. TY ( shop drawings by r R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concre .and (U #5 bar cont. In each row. Subst precast lintel filled with concrete and (I) bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at IC o.c. with R4.1 fl-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R and shall meet all pertaining ASTM cc Mortar to be Type 'M" only proportioi and Mortar joints shall comply with FB Provide Dur-O-Rock at all wet areas Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 6 mil Visqueen ov / clean compacted termite treated fill \ FI at Front fi orc� — _I _ i /rm" it /"\n Simpson HETA 20 L,,rrirnna inrlmnr at each truss nui-t ir-cri= cirit ilvi au =(] 11 i.1 uaa ( 24" c.c.) supporting Max. 1810 lbs, uplift Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment Braden t Braden AIA, PA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # 18 Architects - Planners 411 S.E. Coconut Avenue THE MANOR GARAGE LEFT Drawn by: �[ Tel : (112) 287-8258 IMPACT C.C.U. B Fax : (112) 28�1-8283 Spanish Lakes Checked bg: E-mail: bradenaia comcast.net St. Lucie County Florida D.R.B. OF 5 Stifart_ FL 34996 UAAC000032 Oct. P PANEL_ Poke BR Load Wire Description circ# circa Description Wire Load Bli Pales 2 40 1.0 km 88 A/C comp 1 2 AHU #10 3.5 ko 30 2 3 4 2 3o 4.5 km #Io 40 gal. water HTR 5 L Range #i 12.0 km 50 2 1 -a- 1 20 1.8 Its #12 Pusp 9 10 D r 810 5.0 kw 30 2 11 12 1 20 1.5 km *12 13 14 DaMl AW #12 1.2 kw 20 1 1 20 1.5 km #12 Microaeve 15 IL Refrigerator 812 L2 km ZO I 1 20 Is ka #12 Kitchen S.A.C. 11 is Recepts 81Z 20 I 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts 912 20 1 1 20 1.2 ke #I2 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 ke $12 Garage Door Opener 23 24 Recepts U12 20 1 1 20 1.4 ku 812 25 2i Raeapts #12 20 1 1 20 1.42 km #12 21 28 Recepts 812 20 1 I I5 #14 General LightingeP 29 30 Recepts $12 20 1 I 15 314 General Lighting 31 32 Recepts #12 20 1 1 15 814 General Lighting 33 34 Exterior GFCI 812 20 1 I 15 814 General Lighting 35 31, Bathroce GFI $12 20 1 1 20 812 smoke Detectors 31 3a General Lighting #14 Ill 1 I 20 $12 Bathroom GPI 39 40 General Lighting #14 15 1 spare 1 41 1 42 1 spare PANEL 'A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small, Appliance, Cgcult(ip) , . , ... , , .. ....................... Amp.............................. I ...... I................... RaPrlgerator.................................................. Microwave ................................................... Dish Washer ................................... Clothes, Dryer ................................................ Water Heater ......................................... ........................ Water, Pump ................................................... Garage.Door.Opener........................................ 1135 3 5.205 2 1,500 3,000 1 12,000 12 000 1 1200 1 200 I i 500 1 500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 I 1800 1.800 I 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21.415 940% I 0 10.9LL Electric Heat or A/C 10,000 eL5% 1 10,000 10.000 Calculated Load Watts 30.9616 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend- s sinde Polo 8setch ® Recessed Can UOK Daume Polo Search E Recessed Pis Push Batten Sseteh Exhaust Pan Duplex outlet Coiling Mounted Light "® Special Receptacle 0- wall Mounted Light Waterproof, ground fault mtorrap Light with Pull Chan (attic) ® Floor Duplex Outlet Compow Connection Jack ® Carbon Mormode Dotecta 42 FloodLight Thermostatm Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Camp fan ® Tolar"mo+ Jack © Tehephons Jack A � c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Pla'eacent Light ® Speaker Hook -Up ® Intorcoa 123 CPM IOxlOxi MASTER BEDROOM 123 CPM IO)dO3d CLOSET JUNIOR MASTER BEDROOM AiC SEE MANUAL 'J' and Energy I I ®�4.4 Steel Ballard Calculation See detail on for Unit info this sheet -, 1111x12 10' Ill B` A 1 �1 95 CFM IDxIOxL 2 CAR GARAGE 223 CPM 10-AOXB 12e COVERED PORCH 1 I I 1 GR AT R OM I Opt, ii'.AfilO SLAB WP 4FCI m COVERED N MASTER P�JRCH BEDROOM Q bd `\ I IOWOXS I I @�„aduods Deetester R a MT I I 0 0 1 DW1 I I L KITCHEN I ZOA O 1 L1 1 `116r 1 1 , T I I >I I O r21' x 54' 1 I Q I�ttre Assam = JUNCTION BOX TO SUPPORT A FAN A'° _______________________________ O am THERMOSTAT LOCATION r 1 I i ISO B/A = Balanced Air sy wain. feedAMP Electric Notes: I PANEL 1 I. Use copper wire only, no aluminum. 1 2. Provide and wire all required smoke detectors. 1 I 3. Contractor to verify location of electrical I I service and provider. Atau 1 it 4. ALL paddle fans shall be on a rheostat. 2' PVC t PP 1 5. ALL bath and kitchen receptacles to be GFI protected. 4. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 1 I 8. AFCI receptacles are required in all rooms except g oaet i 1 Kitchen, Bathrooms, and Garage. 2' rigid serAm FPL t f15 taifco'1�eonrrn ask 1 i 9. A/C Return Air Balance Must comply w/ FBC RMI402 /� 10. A/C Refri rant lines that are run thru slabs must be T R I C,Ql L RISER I 11; Clam IO�xs I I 114 CPM IOWOxl I i O W E NOO I I i I 4Q =PM a IOxLxs UNDRY W I �I 0 Soft ---- WN 16" Exhaust Duct Thru Soffit J � 4" Exhaust Duct Thru r - Wall 50 qN" I i I I F:7 \ / / JUNIOR / / MASTER// / / CLOSET WP Install oule under disc. not shown or clarity AiC 0 COVERED PORCH sleeved in V C �, C 12 ALL work Equipment shall comply with energy calculation C � /` N ICA LL%`YQI IT 12. All work shall be performed by a licensed electrical - Contractor shed use AL-CU Landing lugs. NTS f--� f--� �/1 13. contractor, the completed system shall be full operative. Contractor shall pay for all fees, permits, tee Ina. and - Contractor ,hail torque [ups I.A.W. manuPacttr recommendations which - inspections including blower testing where required. short 6a verging prier to construction 14. All work shall be coordinated with other trades to avoid 19. The electrical system shall be completely and effectively interference with the progress of construction. grounded as required bg the latest edition of the N.E.C. 15. All required insurance shall be provided for protection against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects ror a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail The contractor shall furnish and install 23 All racewa s and pipes laced in or through an concrete y P P P 9 y of construction. all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. 18. proper working order. All work shall be done in accordance with the N.E.C. and 24. All exposed were below 9'-I" shall be installed 1n metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RMI502 and telephone company. OTHERMOSTAT LOCATION SCALE; I �� Total Attic Space = 2-481 sq. ft. Venting Ratio 1/160 = 16.58 sq. ft. required Provide A Continuous Vented Soffit Braden it Braden ALA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 28-1-8258 Fax ('112) 281-828S E-mail: bradenaiascomcast.net _ _ CLOSET TIMES / / if 50 CPM FAN 42"h GFCI jj Pg� H. ® r - ®"4 Steel Ballard � xAccess ee detail on than sheet L am h _ J Pull cham�- light in attic PC al 50 A� 2 CAR AAPternative� Panel Location Panel GARAGE OPTIONAL PANE& LOCATION ------ - GF -------------Garage _ - - - - i 1 _ Door Opener j I 1 I 1 I I I I I I i 1 I I I 1 I I I 1 I 1 I 1 I 1 I I I 1 I _ram,,.._ _ - - - - - - ELECTRICAL PLAN SCALE: 1/4" Wanne Building Corp. THE MANOR Spanish Lakes St. Lucie County Florida LAUNDRY W .- o Wire For dbFront Post Light WP GFCI COVERED PORCH 30" Poet Light with Photo cell MODEL: Date Drawn : Revisions 5-11-18 GARAGE Drawn by: LEFT IMPACT G Checked by: D.R.B. Sheet Cantu E -1 18B O OF 5 =LIFE SAFETY WARNING 4" This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 60 degrees orless ( aDi�D •ewvox Tag hne 30' to I Approx 213 to ----� W or spar. REFER TO wCSI REFER TO SCSI 'ors way •' :. •s "'M Truss must be set this way if crane Is used. • —1...vour puss •• r. .W. m r b Truss is an example. your truss may not match. ana."or sera :n : ! wa, Insist crane operator sets suss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses � are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. Tit budder and erector should consult with an engineer licensed in Florida specializing d` n wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend FMLOAD BEARING AT 8'-0" INDICATES I[////] VOLUME CEILING &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 181- 24" IN LENGTH!! & Do not stand on trussec;i until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW I OPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" 4r— END DETAIL: VAULT �i 12 P0 0 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREELE►rr IS SIGNED & MURNED uTn.1 grew adahowledges and agrees: 1. Tnrsses w+7 be made in stric awadahce vvid erns Ines placeme d diagram layout. which is tle sae atllAviy fa ng sucohssLd fabrication of tale trusses. 2. Al dinIffism In 90 layout have been ver%d by the mddsigued. 3. Unless written notice it provided by oWied mad to Chambers Tim within law (10) days of delay I* undersigned agrees 919 no b3cidharges will be allowed. In the event such wile, nolbce is bmahad Chanters Truss shah have tree (3) business days in which to begin rapers requited, a b slrha6Yrle other Cusses, Chambers killer 10 days d delivery rarhedy suit be aocardwg to Florida statute 558. °�°` 4. The undersigned admowladges recelpl d'BCSI' sunny shed by TPI a WTCA 5. Delivery the site authority pb site. it is the buyers responsibility to make the job site suitable for delivery. Chanbas Truss that rity lo deksmine ire sudabiiy of die job silo or a portion of the job sae kr delivery. CbaMas Truss will is resPoestie for dump deriver only. The trryc is responsible for adlfional de6ay atpases d Chanheaa Truss has esposbb Cau sbaas T f t � Prepareded fory or buyer nor prepared br deriver d Yhsses. IArya a 6. Price as shown oMng asbr des b sae co minors. paa/raph 7 below is subject to things d any changes am made it, this layout A $50 per her ere for rev'aions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chanbers Tam of the sun agreed b, a erd d no agreen a reasonable price. twice will be made on delivery and paid within fans d net on delivery. Inv may ^gr be made al sdhedtdad dale d lefvay It buyer cannot accept delivery of bWxaled tosses. The undersigned agrees b pay Chambers Tom easutable aexrncys 1 ef collections inevent d paymerd nornar dimade. 1-12 % per month service dhage wit be dded for al suns notwithin leffilS. 8. Signature or ivtiab anywhere on this sheet mrstihtas agrmnent b all lams herein. 9- In consideration Of Chambers Toss exbudrhg credit for ens malarial the urdmgned uhxond6m* g,rala,IBEE argent when due of any and al isdebledsss owed b Chanbevs Tom by any an* recessing grew and the ridersiglaxil t agrees to pay such in"ifidvess including atiomey's fees. a del" in Payment m Payment alarial be made by to 10. In ereb, patien The event d any concerning ft agreement the ims tumshed hereunder OrParserhls refaned toagree that ere site verve for dry with action W be Sant Luca Canty. Florida 11- responsibilities are Per —National Standard And Recommended Guidelines; on Res yes For Using Metal Pble Corrected Wood Tosses ANSVfPUWTCA 4 - 2002- 12 Warmly is per Chambers Tom Warmly attached. _ A spreader bar may be requited per 'BCsr to prevent injury & damage, Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced perddesign to prevent injury & damage. Trusses must be set umb and square Do not set bunks or stack of p ywoo , roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC n venue Fort Pierce, Florida 34982-6W Fort Pierce M-465.2012 Fax 77246W11 Vero Beach 7 -9&2012 Stuart M-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM ....r.,reer-s or Areiis-c Ys representative's Shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and Other construction criteria. Architect's approval covers general roof shap review of tre, uss strapping, and loading on structure from gravity and uplift loads and their Approved DESIGN CRITERIA === County Building Deparbnent ST. LUCIE ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method Roofing Material MWFRS(Dsectonai)IC-C hybrid Wihd ASCE 7-10 Loading in PSF METAL Roof R.D.L. Floor Top Chord Live Y0 0 Top Chord Dead 7 42 0 Bottom Chord Live *10-Non Concpaent 0 Bottom Chord Dead 10 3 0 Total Load 47 72 0 Duration Factor 125 0 Wind Speed 165mph Top Chord C.B. Sheathing by budder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category Miles from Ocean C>Open Terrain with scattered obstnrctions 5 Conforms to Florida Building Code 2017 R.D.L=Restraining Dead Load C.B: Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11420 SCALE: 1/4" = V-0le 75ao�y 80 total trusses, 15 unique designs Designer. RLC Reviewed by: RLC Date: 04/13/18 REVISED 05/02/18 FOR d WYNNE DEVELOPMENT DESCRIPTION: MANOR GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11420 N