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HomeMy WebLinkAboutBUILDING PLANSGulf Coast Supplg and MPG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with sell 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. " ring spaced 6 o.c. at all laps and two staggered rows 12" o.c. Pis deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction Wll RIGHT ELEVATION SCALES 1/4' - 1'-0' Es 5/8" thick x 8"w cut Finish coral finished stucco bands 5/8" Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #11451.12 24 ga. 5v crimp metal roofing attached to plywood Beck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.e. in field. Attach deck to trusses using at dates on this sheet PE GRESS GRESS �\ ® O'-D" =Finished Floor 7-7 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION VVP' a 11 " — a —V 2" x 4" top plate base -board Interior Non -Bear) Braden t f Archfta 411 S, Tel : Fax E—marl: b 4 COVERED PORCH ns with / cut coral co bands Gulf Coast Supplg 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach speck to trusses using attachment detal on this sheet 120 A 5/8" thick x 8% cut" coral finished stucco bands 1/2' drgwall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Visquesn over clean compacted termite treated fill nc Partition n REVIEWED FOR APLIANCE CC stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - II Gull Coast Supplg 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 sell sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb, felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and uy�iith 1.25" ring shank nails ?aced L o.c. at all laps and two etaggered rows IV o.c. in field. Attach deck to trusses using attachment deter -on this sheet 1/8" Thick cut coral stucco aver paper backed sure lath nailed to substrate through one layer of 15 lb felt using 8d nads. Substrate to be 19/32" CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 1ICI ICI I� it ■ ■ I� �I �I ICI ICI I� ICI �I � �1111111111111111111 ICI �I ICI L�J 11=111MJ1 wil 111111111111111111111110 Iden AIAe PA Wynne Building Corp. . Planners WINDS( Coconut Avenue ) 281-8258 T H E ) 28®1-8283 S anish Lakes naia comcast.net t sder�nnnn�,) $e Lucie Countg Florida FRONT ELEVATION SCALE: 1/4' - II 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 Smiding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading 'A" Design is: Enclosed Risk Category.. II Wind Velocity: 165 mph ultimate Meen iZoof eight: IIII'-Oo' Roof PitchI Internal Pressure ant: tote Sub peetability to damage tram: Weathering: Negligible Termites: Veru Heavu E l rty Width of Root End Zone: 3'-4, Wind Speed: iL5 mph ultimate wod Exposure Clasedication: C .'.,lustment factor for Exposure Height: 1.21 x OA = 0.126 ASgDD des n Load Combination: ASCE 1-10 Section 2.4 DII DL+OAWL: O.LDL+OA L Components t Cladding Wind Pressure (NET) Rod? Zone. I. +20.6/-32.6 pet R pone: 2. +20.6/-51.0 pal B_o�or_ one: 3. +20.0-84.0 pat Components t Cladding Wall End Zone Width: '- ' Components t Cladding Wind Pressure (NET) Well one: +335.8/-38.1 pat Well Zone: 5. +35.8/-41.8 pal O = Rod Zone I Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yea Are Components an Cladding Dated- Provided? Yes Minimum Sal Searing Fr~#:2AQQe,Presumptive: X S Test: psi Et = Rod Zone 2 Walls Zone 5 END ZONE S E RODUC P R VAL F R IM A T PROTECTION- FOR O E IN S Corner Zones Root Zone 3 ROOF LIVE LOAD. pal ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: jL_ bal FLOOR DEAD L D:_I9- of JOB ADDRESS: Model: Date Drawn Revisions : Sheet Comm REAR 3-28-18 5-23-18 Garage floor slope and PORCH Drawn bg: amoke detector revision C.C.U. CA*FC Irj—I59B RIGHT Checked by: Ian /�j Impact 0. R . B . gyp. �Q)Cle coa tau / CJ�C� 0F 5 I O PLAN FLOOR A Recat tap plate L"w x 3/8'd for stool support angle Counter top - vardy typo with contractor L I � �� CRASH POST DETAIL ace detail an this sheet TYPICAL NOTES: SCALE I/'�" = 1'-O° N.T.s. 1.40 1. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter proceeding with work. P 9 steel crash post. Floor Flange with 4 - 3/8" Steel countertop support an ®le Install AN from each end an Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one m center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kai steel plate) we angle detail x e" woad .lode a minimum 1,400 P.S.I. fiber stress. 6• • v2 aryw°° at et 14' oc. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs Shall be min. 2,500 PSI concrete. 2%0 2%' 2" x 8" PT wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to O shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord m .3/s"0 2%" KITCHEN ISL D FRAMING DETAIL of trusses with screws per FBC R102.3.5. 4" 1. ALL wood in contact with concrete shall be pressure treated. 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 p 9. ALL plumbing fixtures to be low flow. %2" 10. Contractor to Provide Drain at water heater in accordance 12. ` R ��. MASTER with the current edition of the Florida Plumbing Code. I ATH 17 ` 11. Contractor to Provide a 2'-8" wide door at one bathroom for 12 T"�` handicap accessibility requirements. �r;,�a I I ar\ ��� '� KITCHEN 12. Lowest finished floor to be set bg Governing Building Department 2h" " lLAV-1 �Y I AUINDRY ''""" surveyor to set in field. Y2° 1 I 13 1 all 112• 13, Separation between residence and garage shall be per FBC R302.4 4" I I 2.1 1 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 1 Yi' 2• Vi w.H. =Water Heater 3' aloes" 2" 2' >2' 2Y 1 .a4 2' S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 4. Wall and ceilingg finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 8. Gygppsum board material shall conform to ASTM C34, C19, C41S, C514, C430, C931 C"fLO, C1002, C1041,C1111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.55 pprrygqay Fraa6ng max. Location Orientation Mem er spacing Nod aizin Dons for g � Thoeknew Spacing of fasteners installation of drywall into Nails Screws Maximum wood framing members 2' x min. thickness Ceding Perpendicular 24" 'I' 12' 13ga 13/8" long with 141/64' head 0.098' diameter x 1 114" long %z annular -ringed or 5d coder Hai OR 0.080' dia. x 1 5/8" long with Wells Either 14' en 16• Direction 15164' headR Gypsum board nail 0.086' ids. x 1 5/8' with 4/32' head. Calling Perpendicular 24" 1' 12' 13ga 1 5/8 log with 19/L4" head OR 0.098' diameter x 1 3/8' Ion g annular -ringed or id coder nail 0.092' dia xR 1 1/84 long with Q. ways IL' g• IL" 8ither I. heed OR r psum board nail 0.0915' dia. x l/8' with 14/64' head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, AI34.1 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 tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanginj smo E 84. developed index not to exceed -450 when tested in accordance withhSTM Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood" screws with eelf 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' end taps fastened with corrosion resistant tin caps and with 1.25" ring shank nads s�aced 6" o.c. at all laps and two eta�gered rows 12' o.c. infield. Attach eck to trusses using attachment detai on this sheet 2 EGRESS 13'-11" MASTER BEDROOM J111118'-C" A.F.F_ 11 v-10Yz" -\12" x 12" Concrete column -' block filled with concrete and 12) #1 bars vert. tied into hrI above Filled cell under PORCH r -girder above WIRE LATH 1 STUCCO CEILING 19'-9" 4" F 6 c Flat Ceiling 1L ° I ° n I Vanity to be O I O 4 Yz high Rod !Shelf 8'-O" to T-8" A.F.F. o Vaulted Ceding ° zo H.BH M � � GREAT' ROOM �LOS T I� I ° . Urfaar Rod t shelf i cry a� ;a in a Ulu � Nm ° - 32" DRYER AbHER � 0 a _ 9' S" FLAUNDRY I O oLn LU F ra 8'-O" to 9'-8" A-F.F. r-IV Vaulted Ceiling I Will I o =� _ H DINING 6mit to be ao 18" 42" 34 Y, high I I ( ROOM I counter tops to 3/8' thick steel ° E 5'-31, I I `t overhang wall 1.5" I counter top supp is 90" eq. eq. coup er tops to O6 over iang wall 1.5° ® 2'-4" - - - °° O SECOND 'i'41" high wall .° i pW ; I U ° q BEDROOM KITCIHEN ;Djk I ° 8'-O" A.F.F. e'-O" to 9'-8" A.F-F., I Flat Ceding I Vault d Ceding e° O O I Upper cabinets to - extend over Ref. I I FM04 lord--V NT ° H.B. m L r <r - ° it-8 amt. is" 0 4• Provide autoTHIRD closer Steal Ballard Sepe ° detail on this sheet BEDROOM O i I J r AkJ , I 8'-O" A.F.F. cn I 1 Q L - ft- - ° IIV Flat Ceding " F.F. \ A/C : Flat Ceiling GEX Simpson HETA 20 ax equal ( �`� / I #I - GAR A Marne e : or 8a1ch truss 12 " Masonry Beam \ ° J I x nth(110) Tao x Pi/2 made PRE-ENGINEERED TRUSSES I x L P.T. Buck nailed to 12 -8" m 4" 4 ( 24' o.c.) suporting Max " block with case hardened made Verify d dchment O pp 4 at 24 o.c. TYPICAL tO1i Block well in O 18101bs. upldt prior to door attachmen hole hoes n with GC (shop drawings by manufacturer) in brication ° ° ° MT ° ° /'' garaga to be Install with thru buck into prior to 3/8' thick ° „ ° / struck block ra blxk"with 3/I6" tap -con with steel bracke 4 Provide auto 2 -8 �/ 13'-O" 1: t'.:; r,:::"t:.i;:r':: 1 1/2 penetration at 6 o.c. max. R-u cite. l closer from each corner and 20." o.c. max Aluminum Drip R-30 blown Plber lass thereafter at head per product approval 15Panel� Edge t Fascia in bottom chord trusses -' =% 3Y EMERGENCY ° EGRESS 'V-1/7 drywall with smooth hmah ° I - - - - - - - - - - - - - - - - - I �- - - - - - - - - - - - - - - - � (] 2° x 6° Sub -Fascia Two rows of beam block filled unth concrete Use 3/I6" tap -con with COUNT£ TOP BRACKET DETAIL 3 and (l) #5 bar cunt. in each row. Substitute O 0 I I/2" penetration at L" o.c. max. recast lintel filled with concrete and (1) #5 " 1 I I I Kayean toy o vent vmuI soffit metalled from each corner and 20 o.c. max O urn 1/8' An shank x 1.5' long gale. bar cunt. for bottom row over openings thereafter at sill per product approval roaring nails with 3/8' dia. head per ° i GOLF C)4 R T 1 1 I ❑ product approval -see chart cheat a1 1/2" drywall over IN x furrin I 1 stripa A IL" o.c. with I pirfod IN x V P.T. Buck nailed to insulation on typical 8" Block walla block with case hardened Hells I GARAGE I I I 5/8" thick fight textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment I 13'-O" i j j in stucco on typical concrete and shall meet all pertaining ASTM codes. block construction bo Mortar to be Type "M" only, proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. ° ° ° 00 Provide Dur-O-Rock at all wet areas (ex. showiest, tubs etc...) fixed door #5 bar vert. a/ 9 slidin door " ° 2'-8" 9'-0. 2'-8" L'-4" 2'-8" 9'-0 2'-8" 30' overlap Fill cell with concrete and ":;ctr '=;'. ; + " (l) #5 bar vert. (typical). Masonry Wall at each filled cell ax. spacing shall not exceed Wood 48° unless otherwise noted see foundation plan notes for "''''" vz:, Base sacing at openings "^ Bottom'Trac Typical Flooring Square Footage Breakdown 4" concrete slab with fiharmeah DR Bill Install SGD thru buck into Total A/C Space = 1.153 eq. ft. v #10/10 WWM on 6 and Visqueen over block with 3/IL" to con with COVered POrGh Total = 2i sq. ft. clean compacted termite treated fill tap-conSliding D oor Detail frlom2eachncornelrnand 20� o.c.amax Garage = 459 sq. ft. Grade thereafter at Jambs per product approval Jamb Total CUBIC Ft = 14,02 4 Under Roof Total = 2,'48'4 sq. ft. - _ gowitfi At Masonry Wall NTS Braden t aden AIA. PA Date Drawn : Revisions : Sheet Comm #Winne Building Corp. 3-28-18 5-23-18 Garage floor slope and Areh�thlr a - Plannelrs smoke detector revision YY R E,4R4 x 14 Concrete fooUn (2) #5 bers cunt. an #5 411 S. Coconut Avenue III j�) C, Q Drawn by,: (� C -t- t� I transverse bars at 48" Tel : ( 2) 281-8258 THE W I i `t D S O i ` PORCH C.C.U. 2 15-15 I B TYPICAL SEC I I O I Fax : ( 2) 2 ®1-8283 g andsh Lakes RIGHT Checked by,: Impact Scale : 1/2" = I'-O" E-marl: b enaia comcast.net S Lucie County Florida D.R.H. OF 5 Stuart FL 96 #AA 0000 2 n Window Schedule Mark Size RoU h O en. Window Dascri tlon PRESSURE ZONE 1. 4'-6%"x 4'-6 %" 64/e°x 64Yi' Slagle Hung ZONE 4 2. 6'-2%"x 5'-3 %" 16' x L3 %' Single Hang ZONE 4 2'-2' x 3'-2y," 21Y."x 30W smote Hung ZONE 4 4. 3'-1' x 6'-3%" 38' x 63'/4" 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 manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 * 31-0' X V-8' 41'i/4" x 83%," Fiberglass Panel - Imumming ZONE 4 C V-O' X L'-$. 14' x 81 h" PrNNr a°i." Sidling Glass Doan ZONE 4 D 2'-0e X 9'-8' Solid Care - Wood - L-Pond -Phi-Fold Finished 24' x 81'2" E T-4' X V-8' Solid Core - Woad - 6-Panel F 5'-O' X 6'-So Solid Core - Wood - L-Panel - 51-Fold G 2'-8" x 6'-8' x I Solid Core Woad, Steel, or Masaste Dow H 2'-8' X 6'-8' Said Care - Wood - 6-Panel 2'-V X V-8' I Solid Core - Wood - L-Panel - brFold 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 bg contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 3 ri 2" �. N1I 3• SAT 4 82 ly SANITI RY RISER fits Attach buck to block mall with 1/4' dia. Elco conc scress mith an. 1 1/4" penetration at 12' arc. max and 4' max from each corner thru two 2Y x AN PT Buck lot an 71ET aria as wood aa:raw thru jamb into book Detail at each hinge sad Is' as max and Door Inver to da.r sttedaient NTS INSTALCATION VULKEM BLOCK SEALANT ON ALJAMB. HEADER, AND SILL CK PRIOR TO BUCK 'thok aindaais thru bode "olio ith 3/14' tap -con nth penetrateon at 6' as max. a:h corner and 20 Ye. wxliar at be and 30 as max.d aril mu por product approval Suck to be r x �' PT I'x4' P.T. Buck nailed to lock with case hardened mile i n d OW S prior to all attachment NTS 12" r .7 1 lIV, U 1.... I U l� f-.k 4. 1 Xl ./ I C :7 : 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/ L 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/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L 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. L• 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 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. IL. 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 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 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of :openings from 6'-0" to T—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 2-4s 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 vert w/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark sane Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THiS S IEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTfNUOUS 14'11® x 14"D With Curb at Garage With MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOU CURB a 0'-0" L 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS EFT 3o" overlap £E TYPICAL with concrete and " 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous L xL #10/10 WWM on 10 mil Visqueen over \ clean comuacted termite treated fill 4" concrete dab with fibermeah OR 6"xb" #10/10 WWM on 10 Will Vlsqueen over clean compacted termite treated fill Grade I14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 1115 bar cont. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0 " 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verifg house slab height in field Top of footer IL" below finished floor 30" COLUMN FOOTING DETAIL 85 bar vert. w/ 30' overlap at each filled cell EE TYPICAL ECTiONS Ad,lust curb hcioht based on gar. floor 4" concrete slab with fibermesh OR slope. 6"KV #10/10 WWM on 10 mil Vlsqueen over #5 bar in Curb clean compacted termite treated fill Grad -777 is c Ili II 1— i ll—I 1 i 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. GARAGE C J SCALE 1/211 = it. 4" concrete slab with fibermesh OR b""" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. M ARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for N 11 Construction. Soil treatment used for subterranean t ite prevention inside the foundation perimeter shall be lone after all excavation, backfillmg and compaction is omplete. if soil area is disturbed after initial the cal soil treatmer area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with a rules and laws established bg the Florida Department Agriculture and consumer services. Protective sleeves around metallic pipir� penetrating concrete slab on grade floors shall not a of cellulose containing materials and shall receive ap Iication of termicide in annular space between else and pipe. 2" x L" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track se jamb per manufacturer's Gara4e Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATE IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND:: Filled Cell Masonry Column With One to wood :t approval NTS 4+5 From Footing To Beam Each. Filled I ell Masonry Column With One Conc. Fill To Be 3000 PSi See Floor Plan For Location #5 P om Footing To Tie Beam 0 r 15'-3" ----�----- i I l�J ©il I� f J I ° I Thicken footing to I 24"w x 14"d x 24"L I ° under filled cell ° I under girder bear g. I ° I L — I � I I I I LU(�IIKHrt"h43't=�`iL� 12" x 12" concrete column block filled I with concrete and (2) #1 bars vert. tied 35'-0. 1 into lintels above a'-IoY2" I 8'-l0y2" I lo'-0e (1)® W-17 I 1 Filled cell under r- girder above Rear Porch Slab to O - be poured separatelg 111 I from House Slab. O 4 i I 1k I —r--- ---- Rear Patio/Slab to FI be flush with bottom of I sliding door recess. Slope 1" I I I a I I 4" concrete slab with fibermesh OR H B I L"xL" #10/10 WWM on L mil Visqueen over 1 clean compacted termite treated fill I � OORYER ASHER of i� 1 I I I I A IC I �I ,I i l —i i 1 _i 4" concrete slab with fibermesh OR I 6 xb #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill �I I I °I I I �N�n ul I °I I L— $oozzA. FL------ r71111-11 la W 7.1 1 ° IN Fill r LUIIL a s 0 14 Step W IL IO o I r N °I - I Con;Fill To Be 3000 PSI Bee loor Plan For Location 2'-a° 9'-0° Double Filled Cell Column Sin lefilled Cell Column NTS NTS Braden 4 8r den AIAe PA Wunne Building Corp. Architect — Planners 411 S.E. oeonut Avenue T'I�'f f � fJ. C THE Tel : (ill 281-8258 S anish Lakes) Fax : (11 28�1-8283 E-mail:IRB bra naal®comcast.not St, Lucie Countg Florida Stuart_ FL %49 #AACOO0032 I Fi I I i 1 1 Zi o i DW 1 n 1 I I MICROWAVE REr. I sa" CLEAR OPENING - a F—° — — — -I Steel Ballard See detail on this sheet I I I I I � I I© W I I a I I o F51 ti N7 OD I °I I °I I I I I I I I I I i------ ---i 1.5" Recess for M7 a'-8" 9'-O" 2'-8" J Date Drawn : Revislons : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.u. RIGHT Checked bg: D.R.B. 0 I Sheet 3 Comm # 15-159B impact Strap truss to wall using Simpson MOT with III 9 P O Simpson HETA 20 into beam threaded rod with min 12' embedment 'I�`Il „ hurricane anchor at each truss into beam either wet set or in epoxy with ProvidSHEETING diameter #5 tiara with aim. 4e bar p Scale I/2 = I -O ( 24" o.c.) supporting Max. (22) IOd nails into truss. Add blocking to ROOF diameters overlap into beam. Tie Provide #5 bar set m re -teat � p� filled call steel into continuous lintel into beam where length of lel0 Ibs uplift 1-IETA '1 /truss leg per detail on this sheet the opening calls for it r n i� / ATTACHMENT D E T A i L beam block steel. — Overhangs at 1 —O unless othep uise noted on this sheet — Roof pitch at 4:12 unless otherL. se noted on this sheet I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 2" Provide Cast -Crete = ---�--- = =1 — -_ - -- --- --- — - — Truss shop drawings to be provr ed by manufacturer x 3. Minimum Sheathing Thickness 19/32" CDx Plywood sus-OB/OT precast lintel set in mortar .. _ —,., ` _ — Any changes to this plan shall submitted to the Al'. Use nails or screws bae d on rasapre for roof stated in permit info box on these ppans for zone 3 Min. e' Bearing -- --- --- - -- -- --- • ,'` r` architect for approval in writing prior to starting construction. ' •~'; t • i I • i — ALL TRUSS TO TRUSS CO ECTIONS BY 4 FT � ® I TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior ,1 Provide PT Buck ; , to construction for layout and ul ift verification 4 FT I 1 attached per jamb I I ' staits Into Pilled cal Poured Filled Cell — Contractor to provide for Form Board Survey and to provide 4 FT 4 PT �• a I I Form Board Survey to Truss C mpany prior to truss construction 11 4" s',°A cast i` 1 _l 4 rT 4 FT ® I' -I I Provide #5 bars with min. 48 bar stars overlap in liked call. Tie ramdied °I1 I I call steel into continuous rooter steel. Ke Area Ede Field Fastener Max. Zoe 1 411 481 8d ring shank 45 psf Zone 2 4 to 40 8d ring shank 16 psf 77/ Zone 3 4 4 418d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf Concrete Footing J.: .4 :ram (see footer schedule N�,.� r,,4•:'.>� "—':.!—+:.;•:r .. .. •—'*• Pal' eXaCt N7de) wom, 0 N Q W to � �y- X W a UJ 2 t '° u dq E_ °O OD U '1- � v L N W N w O I Y -__ NT IIII—IIII I li ETA 20 provide Poi natter ETA 20 IIII11I IIII=IIII IIII IIIII III IIII=IIII- 1 tfarovide dasnspwt Simpson HETA 20 Provide downspout hurricane anchor at each truss III IIII IIII=IIII=IIII IIII III III =III — - ( III 241 o. ) supporting Max. $ s j lIIII1 IIII_ FI Tqwcal Section at Frorl F'orch Scale I/2" = I'-O" Braden 4 aden AIAe PA Wanne Buildin Corp. Date Drawn ; Revisions : Sheet Comm # Archtte s— Planners — 9 or P R R 3-28-18 5-23-18 Garage floor slope and 411 Si Coconut Avenue T HE O PORCH Drawn by: smoke detector revision Tel : (, 2) 281-8258 C.C.U. 4. 15-15913 Fax :( 2) 281-8283 Spanish Lakes RIGHT Checked by: Impact E-mail: br enaiallcomcast.net Stuart FL 34 L #AA 0000 2 S Lucie County Florida OF 5 Opt. PATIO/SLAB PANEL "Ail - Pa1es OR Load Wee Dowiption arc* circa Description Wee Lced I BR I Pale* 2 40 i.0 ka #a A/C comp I 2 AHU #10 3.6 kr 30 1 2 3 4 2 30 4.6 kw #lo 40 gal. wetwr HTR 5 L Range #G 12.0 kw 50 2 g I 120 1 1.8 km 1 812 Pua) 9 1 10 Draer 810 30 2 11 12 P1.2ke I 20 1.6 ku 812 13 14 Dishwasher #12 20 1 1 20 1.5 kw #12 rlicromeve 15 16 Refrigerator #12 20 1 1 20 1.5 ke 812 Kitchen S.A.C. n to Recepts #12 20 1 1 20 1.5 ka $12 Kitchen S.A.C. 19 20 Recapts 812 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Recapts *12 J 20 1 1 20 0.81 ka 812 Garage Door opener 23 24 Recepts #12 r 20 1 1 20 1.4 kw $12 25 24 Recept* #12 20 1 1 20 1.92 Its $12 21 28 Recepts #12 20 1 I ►5 #14 General Lighting 29 30 Recepts #112 20 1 - 1 15 #14 General Lighting 31 32 Recept* *12 20 1 I 16 #14 General Lighting 33 34 Exterior GPCI #12 20 1 1 m5 01 General Lighting 35 3t Bathroom GPI #12 20 1 1 20 #12 $make Detectors 31 38 General Lighting $14 16 I - I 120 - #12 Bathroom GPI 39 40 General Lighting 814 15 1 s are 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting„(3, watts, sg................. Small, Appliance, Circult(s),,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,, i?anSe......................1" .. I......................... Refrigerator ............................ I....... ,Microwave... , .................................. Diah Washer ................................................................. Clothes, .Waeher. . . . . . . . . . . . . . ................................. Clothe�,.l7rger............................................... .Water Heater .................... .............. .Water. Pump ................................................... Garage.Door.Opener........................................ 1136 3 5,205 2 1.500 3,000 I 12,000 12 000 I 1.200 L200 I 1500 100 1 1.200 1.200 1 1200 1.200 1 5,000 5,000 1 4.500 4.500 1 1800 1800 I 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10.000 10.000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 00.1166 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend Is ample Pale witch ® Recessed Can Light Double Pao witch Hillsball Recessed P® Push Batten switch Cr Exhaust Pan sse D lax Outlet ¢ Ceiling Mounted Light S spead Receptacle 0- Wag Mounted Light Waterproor, ground fait interrupter t LiglK with Pull Chem (attic) Floor Dui ox Outlet Computer Connection Jack ® Carbon Monomode Detector 4& Plead Light Thermostat Electrical Penal ® ® Control Vac Eoctrucel Meter ® soak. Detector Coiling fan ® Toovumon Jolt Toophone Jack Ae oisc A/C Duseonnoet ® I x 4 Plorescont Light ® 2 x 4 Plareseent Light ® speaker Hook -Up ❑i Interim Vent t thru J1J1_ l J AiC ® = JUNCTION BOX TO SUPPORT A FAN A/C chic. O se THERMOSTAT LOCATION B/A = Balanced Air ANEL Electric Notes: ill !oc i=ma red I. Use capper wire onl, no aluminum. 150 Amp 2. Provide and wire all[ required smoke detectors. Panel 3. Contractor to verifg location of electrical service and provider. GOLF CAR i 4. ALL paddle fans shall be on a rheostat. Hu I S. ALL bath and kitchen receptacles to be GFI protected. 2' PVC (FPL GARAGE 6. ALL exterior outlets to be WP/GFI protected, wti. i 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are regwired in all rooms except I Kitchen, Bathrooms, and Garage. 20 m& orrym 14.L B*re #c .m. I to #6 aenf°ow m ,isb 9. A/C Return Air Balance Must comply w/ FBC RM1402 I 10. s caved nrmlg sa�rt(nt lines that are run thru slabs must be 124 CPM IOxIOxL MASTER' BEDROOM 124 CPM 10WO)d I` I 1241590 B/A 8x4x4 50 CFM - 9 PM _LOSET DRYER WASHEI InM LXi SECOND BEDROOM S/A 0 R-, ` 141 CFM IOx1ox1 12' 16' PORCH 141 CFM IOxlOx1 3 TON SEE MANUAL 'J' and Energp CalculaWon for Unit into THIRD BEDROOM 100 CPM IOxLxL II. ALL A/C Equipment shall comply with energy calculation E L E C T R I C,4 L RISE R 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing hugs. NTS contractor, the completed syatem shall be full operative. - Contractor shall torque [age I.A.W. 13. Contractor shall pay for all fees, permits, tes mg, and manufacturers recaaasandations which inspections including blower testing where required. shall be vertfined prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress construction. 19. The electrical stem shall be coin letel and effectmvelg S. All required insurance shall be provided for protection rounded as required b the latest edition of the N.E.0 . 9 q y 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. 16. Contractor shall guarantee all materials and workmanship free of defects for 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 of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete 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. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Drger Vents to be installed per FBC RMI502 and telephone comeanu. R-, rr- - - 148 i I I I I I I I I I I I I MECHANICAL LJ4Y0LJ O - THERMOSTAT LOCATION SCALE: I / t im = 1 i - O i' Braden t B den AIAa PA Archite - Planners 411 S.E Coconut Avenue Tel : (1 ) 281-8258 Fax . (1 ) 281-8283 E-mail: br enaiascomcast.net Install oulet under disc. - not shown for clarity MASTER BEDROOM f W'f ICI DRYER ASHER LAUNDRY SECOND BEDROOM, I / I / / 1 ,' 100, PORCH \ 26 WP GFCI \ � I -- I (V u I € I I I I I GREAT ROOM I ® I /I / / I / I ' I / ,'/ I DINING 011011 i ROOM I � I �\ r au ill t�6 1�f 111 n i' Ili Ali• s<a• La _ .� rSteel sr's, dartad on this .;1. ONAI. PANEL 111 iLOCATION I © I YA: :.:: .:1. :.:z.•. GARAGE IIIIGrci 1150 Amp Panel / i Garage Gar ge DoorDoor OpenerOpener GOLF CART, GARAGE ELECTRICAL FLAN ---- Post Light with o SCALE: 1/4" = I'-0" Photo cell Center Post Light Attic Ventino Calculations between drivewags Total Attic Space = 2101 sqq__. ft. 3 Venting Ratio I/150 = I8.00 sq. ft. required Provide A Continuous Vented Soffit Wugnne Building Corp. THE WINDSOR 5 anish Lakes S . Lucie County Florida Date Drawn : Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH c.c.u. RIGHT Checked by: D.R.B. Wire For Front Post Light Sheet Comm # E 15-159B Impact OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. c,PAr.INr_ Wil ALL TRUSSES ARE TO BE SET AT 2'—O: ON CENTER EXCEPT AS NOTED ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span�or less 30' to 60' Span �60degSpree er Bar rees \ on less TO'ine ~/ 9 P^n c.ox. REFER TO BCSI Truss roust be set rots way H crone used. iruss E uo example, yaw Cuss may not maten. Toot crane .....tor sets truss In way. hag �_Approx 2/3 to__,. Line 112 of Span REFER TO BCSI use must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIR HAN�!_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. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS x.�ac rrv"a i GORNkF JP�-NS CORNER DETAIL OVERHANGS Nei SHOWN FOR CLARITY upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFUL_!111lY` SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL._. ,A ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR,A SPREADER BAR OF 18' - 24' IN LENGTH � A .I� ,IA Do not stand on trusses until they are braced per BCSI & p perly nailed to straps & hangers L I 15,_3„ 19,_9„ 1g'-9" 15'-3" C LAlf / T ark I — INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-f7" ABOVE FINISHED Ff OOR o A J1 J3 J3 �r✓� iL I F� J5 J5 GRA A Al 1 I /1 I A2 A3 A4 AS A5 I A5 I I A5 _L A5 1 1 1 / A5 14'4" 3" 2" I A5 , A5 2. 121 /12 AS AS N A5 1 A5 A5 \ A5 AT , ' 1 T ATA INVERTED "V" WEBS AT CENTER o W/9' 8.C. PANNEL. LOAD W/ (2) 504 POINT LOADS PER TRUSS FOR A/H/U AT j77 AT AT a N B CD T SETBACK BOSTON HIP BHA ��1 •f-) i� J5 J5 f` rJ3 J3 7 A J1 m nil n I r III r �Iln n PORCH RIGHT I ®�®I�I�I�I�IMBI�I■I�II�I�I�I�I�I®� `®� ►' "1 I II �01 1& \\�li�l� ii l t l �i�,►���`li�\�11 \� �\\\\i``a ® �� PARIS, gq t; l:1 J5 J3 INVERTED %P WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) i��laa�l�l�l�l� i� CLOUZSED AREA ARE OF / SPECIAL CONC IN& MUST BE 1 CHECKED CAREILLY & MAY 1 INDICATE DEVIA ON FROM PLANS.^ 1 7 I 3 1 1 I 7' "i GRA BHA Ill 1-1 's or Architect's represenT rawing approval is NOT a check" of the contractor. :actor shall remain responsible ing field measurements and �truction criteria. Architect's covers general roof shape, cuss strapping, and loading on JIm gravity and uplift loads and r res ctive locatio s, � C5 tom arallen & Braden A.I.A. P.A. FABRICATION AGREEMENT CUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RET 'he legal description of the property where the trusses will be installed is: 1. Trusses will be made In strict accordance with this truss placement diagrai which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within days of delivery the undersigned agrees that no backcharges will be allowed. In such written notice is furnished Chambers Truss shall have three (3) business days to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI + 5. Delivery is to job site. It is the buyer's responsibility to make the job site at delivery. Chambers Truss has the sole authority to determine the suitability of the jol portion of the job site for delivery. Chambers Truss will be responsible for dump deli The buyer Is responsible for additional delivery expenses If Chambers Truss has tc because job site Is not prepared for delivery or buyer is not prepared for delivery c Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below Is subject to change If any changes an 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 agreement a reasonable price. Invoice will be made on delivery and paid within tel on delivery. Invoice may be made at scheduled date of delivery if buyer cann delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss re attorney's fee for collections in event of,payment not timely made. 1-1/2 % per mon charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms I 9. In consideration of Chambers Truss extending credit for this material the un unconditionally guarantees payment when due of any and all indebtedness Chambers Truss by any entity receiving material and the undersigned agrees to Indebtedness Including attorneys fees, if default In payment for material be me recipient. 10. In the event of any litigation concerning this agreement items furnished - or payments referred to herein, the parties agree that the sole ue 6r`any,ill be Saint Lucie County, Florida 11. Design responsibilities are per ""National Standard And Recommended Guid( Responsibilities For Construction Using Metal Plate Connected Wood Trusses`, ANSI/TPI/WTCA 4 - 2002" DATED SIGNED FOR .TITLE A spreader bar maybe required pre'"BCSI 1-03" ib preuerit I jury � c Multiple ply trusses must be fastened together pe origin , before they are set, failure to do so can result in of col Temporary and permanent bracing are required and can s and property and Is the responsibility of the truss el Study the contents of the information packet Included on before setting trusses. Tnlsses must beset and braced per design to prevent Injury & da Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material 1 other concentrated loads on trusses, this can cause col DO NOT SET TRUSSES USING THIS LAY f rle Arch,+- •.., � AM 's represent;,d •� - 'a) is NOT a BERS TRUSS IN eontractor- for ci.,;:, I Imain responsible other c apl,rav �g f' ueasurerrents and -ruc 1 criteria. Architect's s ever ,a.view al roof sha Of fuess fro ping, and pe, g on structure fromLoatlIn roust and u lift lo their a P ds antl specti a locations. DI or A�►anue 3105 wan Florlda 34982.6423 Fort Pierce, In 8 graden A.A. P.A- --- 800451-593- "' Fort Pierce 772-465-2012 11 772-4664 Vero Beach 772-569-2012 Stuart, "'`772-286-: Web Site: CHAMBERSTRUSS:COM ------ -• • •� •••�•` ,a -- ----- ---------- oningie or Shake Loading in PSF Roof R.D.L. e Top Chord Live 20 Top Chord Dead 7 4.2 u, n c Bottom Chord Live 10 Non -Concurrent 'o Bottom Chord Dead 10 3 o _ TOTAL Load 37 7.2 w N Duration Factor 1.25 ro I .- Wind Speed 165mph 0 Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. y 2cr-11 Highest Mean Height 15'-0" U�� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rr.u.L.=Kestrammg Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the ,0 building department and your engineer. Design Criteria is the responsibility of the Buildin-Q Designer and/or Engineer of Record. LJL Chambers Truss Inc. Drawing Name: M11392 LIJ Scale: 1/4 = 1' 82 total trusses, 15 different trusses. IIIIIIIIIIIIIIIIeMI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 v! FOR 6 4 � 14,-4" WYNNE BUILDING CORP. PORCH LEFT 7D1E' CARILTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 6 v�,q,, g/efye1tch,-?—n