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HomeMy WebLinkAboutBuilding PlansZ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D hype 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this eheet 12 4 SLOPES RIGHT ELEVATION 12 4 1 SLOPE 5/8" thick x 6" smooth finished stucco bands I SCALE: 114' = I'—O" m 5/8" thick light textured�4-. stucco on tgplcal concrete - block construction r- 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 underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ITV 5/8" thick x 6" smooth — finished stucco bands ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6 o.c. at all laps and two staggered rows 2" o.c. in fie deck to trusses using attachment detail on this sheet 12 4 1 SLOPE r ►*] u 0 —+---------- ------------- 5/8" thick light textured stucco on tgplcal concrete block construction REAR ELEVATION I SCALE: 1/4" = 1'-0" — Overhangs at 1''-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless Otherwise noted Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL 411451.12 1.5" — Any changes to this plan shall be submitted to the architect ga. re crimp metal roofing attached wood screws with self sealing washer at wood' to plywood deck using over 12" o.c, max spacing over x ASTM D for approval in writing prior to starting construction. (type laps fastened 2) 30 lb Felt underlagment installed with min. 4' side laps and 6" end with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into Window Or Door. raced 4" o.c. at all laps and two staggered rows 12" o.c. in field. deck to trusses using attachment detail on this sheet Attach 12 4 SLOPE 5/8" thick x 6" smoot finished stucco bands ®®® On FR i ® ®® NJ]i, 5/8" thick light textured stucco on tgplcal concrete block construction LEFT ELEVATION SCALE: 1/4' = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Dootw, Windows d: Skylights Opening Type NOA/F'L NUMBER Product Model # Manufacturer Glass Attachment method TE T Expire tion Date Design Pressure of Approved Teats 1,2,3 t4 FL# 23358.2 Single Hung SH p4100 Impact CGI 5/I4" 1/4' din. tapcons w/ min. 1 3/4' panetration to be spaced or product approval. Contractor shall adhere to min. edge distances specified in Product approval + 55.0/-65.0 par — A 16-0330.02 Overhead Garage Door Model 824/811 9 —4" max. width IL'—O' max height DAB � Mod, With Win Mod ON Wth uass 6rt xxa 9' 6- ZTr OWL z " WC HB.t.n OW. elm" datto a"6ek ro O.R.94`.'�e� di"ein.se ie "do n s'x"f dnc .e minims min. of Lr ody Mtax. - Ge to strieae were to VoJrct approve ravel. 1/1f' .ma., of rod"' .hefts. 10-9-21 +50.0/-60.0 psf B FLU ILL 14.1 Fiberglass i n Pro/ Design Pro Jeld—Wen Elco 1/4' dia. tapem with min 1.25" embedment at 3' max from carers and 1�.5" o.c. max. thereafter in head and jambs. + 50.0 PSF FL# 29018.2 Sliding Glass g Door Series 4130A SGD CGI I" nom Type 'GSA" I/4" dia. tapcons w/ min. 1 3/8' penetration to be spaced pe; product approvaI. Contractor shall adhere to min. 2 I/2 edge distances specified in Product approval + 55.0/-45.0 per — Product NOA/FL NUMBER Model # Manufacturer Attachment Method T"�"��ggTT Ezoiration Da Design Pressure of Approved Teats Mullions 18-0129.08 r x 3' x I/8"t CGI Install using (4) 1/4' topcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + L0.0 PSF Roof FL# 11651.12 5V Crim p Metal Roofing Gulf Coast Supply and manufacturing 2L pa 5v crimp metal roofing attached to plgwood deck using s9 x 1.5" aaod scrams with self seahng 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 Wit fastened with corrosion resistant tin caps and vu�h 1.25' ring shank nails trd L" o.c. at all la s and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detml m root plan — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using :98 3ie.woodacre s rn es enkruse uittall soffit i to a. battens using d. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) LIL 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord I/2" drgwall 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 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nt4rlor Non —Bearing Partition nts Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enala8comcast. net Stuart_ FL S4994 #AAC000032 WLinne Building C rp. The Cottage Spanish Lakes St. Lucie Countg Florida Return Stucco banding 5/8" thick light textured back to front door wall stucco on tgplcal concrete as shown block construction FRONT ELEVATION SCALE: 1/4" = 1'-0" /8" thick x 6" smooth nished 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 Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building gory: Design is: Enclosed Risk CateII Wind Velocity: IL5 mph ultimate Mean Roof Height; II'—O" Roof Pitch: 4:12 Internal Pressure o�ent: ±0_18 SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.4/-51.0 per Roof Zone: 3. +20.6/-84.0 psf Components f Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components R Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yin Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure; 2.500 psi, Presumptive: X Bg Test: pal ROOF LIVE LOAD: 31— psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: __1_5_ oaf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: ® on Roof Zone I Walla Zone 4 EM = Root Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 Date Drawn Revisions • Sheet Comm # FILL.1-10-20 ` �y��" GARAGE Drawn by: �V���� � . 1 °I - 2 2 O LEFT C.C.U. Checked bg: I WED FOR B D.R.B. CODE COMPLIANCE OF 5 FLOOD FLAN � CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I' -Off I. Contractor to verif ALL notes and dimensions prior to steel high bg 4" diameter y P steel crash post. Floor proceeding with work. 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 s1a (3/e°t so ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2'h" 2h" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ,A" 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 13/8" 2'r," 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. '2- 10 0 1. L.L.Awood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 li. 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 I' x V P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to dear attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C"f60, Cl002, C1041,C1111, CIi18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Or all thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation oP drgwall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either 16" 8" 16" Direction 15/64" head OR Ggpsum board nail 0.080 dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 1' 12" 13ga 1 5/8" long with 19/44" head 0.096" diameRar x 13/8" Iong annular -ringed or 6d coder nail e 0.092" dia. xR 11/8" long with Walls Either 16" e" 16" Direction 1/4 head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64' head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2' penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" 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 apprc 19. ALL ceramic the surfaces installed shall conform to ASTM AIO8.l 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 fiSTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal rooting attached to plgwood deck using #9 x 1.5' wood screws with sell sealing washer at 12" o.c. max spacing over ASTM D (tilpe 2) 30 lb Pelt underlagment 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 shoat \ Simpson HETA 20 or equal hurricane anchor aL et)ch trues with (10) IOd x I I/2 nails ( 24' ii c.) supporting Max. 1810lbs. uplift 1� Aluminum Drip --� Edge t Fascia 2" x 6" Sub -Fast il Kagcan full o vent vinl amp 1/8" dia shank x roiling nails with 3/8' product approval -see 5/8' thick light textured stucco on tgpical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 F PRE-atN24"o.ERTYP CAL SES (shop drawings bg manufacturer) �R-30 blown fiberglass in bottom chord of trusses I/2' drgwall with textured finish Two rows of beam block Pilled with concrete and (1) #5 bar cont. in each row. Substitute ad precast tint&[ filled with concrete and (1) #5 bar Cont. for bottom row over openings si 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 ri-fod insulation on typical 8" Block walls All drywall tole installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. io Mortar to be Tgpe "M' oni proportioned per FBC RLOi.1 \ and Mortar Jonts shall comp�g with FBC R601.2.1. I Fill cell with concrete and (I) #5 bar vert. (tgpical). Max. apscing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for Ba spacing at openings 4" concrete slab with libermesh OR 6"x6' #10/10 WWM on 6 and Visqueen over / clean compacted termite treated Pill T14�II- TYPICAL SECTION III II��- ;IIII- 14' x 14' Concrete footing with (2) #5 bars cunt. and #5 transverse bars at 48' o.c. Masonrg Beam N.T.S. AREA CALCULATIONS Living A/C = 1,304 sq. f t. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = Head fixed door sliding door 2' VTR 4 1 H 2 I I. I MASTER P" BATH 2' VTR 4" 2-1 LAUNDRY 3� PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonrg Wall 2"f2' AAV KTICHEN 5ottom Track -Typical Flooring sill install SGD thru buck into block with 3/16" tap -con with Sliding Door D e t a 1 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 NTS r Window Schedule Mark Size Rough O en. Window Descri tion PRESSURE ZONE I. 4'-5Ya"x 4'-2 94Ya"x 50 %" Single Hung ZONE 4 2, V-2 Ya"x 5'-3 %" 15' x 63 i4" Single Hung ZONE 4 2'-2Y,"x 3'-2Ya" 21Y2"x 38%" single Hung ZONE 4 4. 3'-1 Ya'k 4'-2 %' 38 Ya"x 50Ya" I Smpie 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 Op)ening I Door Description PRESSURE ZONE A lo'-O' X 1'-O' 120" x 84" Overhead Garage Door ZONE 5 B 3'-O' X 6'-8' 41 %4"x ea%" Fiberglass Panel - Inswing ZONE 4 C 6'-0' X 6'-8' 14" x 81 i,' Sliding Glow Door ZONE 4 D 2'-8' X V-8' Solid Core - Wood - 6-Panel-SrFold Finished 32' x 81'/2' E X-8" X 6'-8' Solid Core - Wood - 6-Panel F 3'-4" x V-8' x 1 %4" Solid Core - Wood - 6-Panel - Pocket G 2'-8' x v-8' x I %, Solid Core Wood, Steel. or Masonite Door (20 am rated) H 5'-O' X C-8" Solid Core - Wood - Pocket J 2'-6' X V-8' Solid Core - Wood - 6-Panel - BI-FOLD K 2'-8' X C-8' Solid Core - Wood - 6-11"anel L 2'-O' X 6'-8' Solid Core Wood, Steel, or Masorste Door (20 min rated) M 2'-0' X V-8' Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6' X 6'-8' Solid Core - Wood - 6-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 01 To Septis 35'-O" I 1'-0" 12'-1" 6'-1" _I_ 9'-lo" -1 5'-1" - ® o 0 0 m COVERED o DEN PORCHRi N MASTER `v- BEDROOM 0 - m all V V a m g q H o H o o ID O I I o I I o Ll 6' 4 8, 2„ J i o GREAT I ROOM o CLOSET o O � I n ST R � I � a � vinyl lf U' HV1 I � O © O 9'-2„ O„ �'Ixyn�� I p Ln _ M I DINING �J ROOM A#iC Tankless WH I O mounted above G Co 48" a.f.f. O m - I r22' x 3i"-i tug A= 11" - - - - - I� Meter 0 150 Amp Fame - - - _ I vinyl STACK r sh-ou WA DRYE7\ GARAGE 1 I iv _43a"#1 All 15'-43/a„ r LAU41D Q r------------------- i F KITCHEN B d o ® -- � Ids ' t I i o a L7 p I I ® I ' O/C p j 5/e" drgaall ENTRY 1 STORAGE I r I I in ' @ a o o Igo ao o aQ- ao ao IsIll-_ % 2'-4%2'-4Ye 5'-13„ 5,_13��„ _ l9'-O %" 4'-9 Y"l ill -2 3/8" Install windows thru buck into block with 3/16" tap -con with 11/2' penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at iambs and 20' o.c. max. Exterior face at head and sill per product approval of wall -- / \ Buck to be I' x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails urior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER„ AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face Attach buck to block wall with 1/4" dia. Elco conic straws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6' PT Buck Detail at Door #8 Wood screws thru Jamb into buck et each hinge and 15" c.c. max and prior to door attachment NTS UUU man � ew LL e : 1/2" = I'-Q" J I 7Z,Ul. I UrK1I"kL_ INV I =.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/ 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/ GXG 10/10 WELDED WIRE MESH REINFORCING ON G 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. S• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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) = 4-1 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 IGOO PSi IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3- Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete. S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at '48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose -1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of termicide in annular space between sleeve and pipe. 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" 30" overlap11��EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell ECTION5 one #5 bar continuous VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE G"xL" #10/10 WWM on 10 and Visqueen over aci :r^ clean compacted termite treated Poll Grade J- 1IIII-11 - - - 4LF-0RCH SLAB EDGE DETAIL III IIII_ 14"w x 14"d concrete monolithic _IIII looting with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" #5 bar vert. w/ f I YPICAL FOOTING DETAIL SO" overlap —Ty SCALE 1/2" = 1'-0" at each Pilled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb hel " 6"xO #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. AllVYA" #10/10 WWM on 10 mil Visqueen over #5 bar coot. #5 bar in curb clean compacted termite treated Pill Step per foundation plan Grade TI 10" (2) #5 bars cont. bottom steel 1 14"w x 14"d concrete monolithic IIII—i' footing with (2) 45 bars Cont. 12" 14" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 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 field , Top or footer IG" below finished Floor �'- ii III i I! IIII IIII-11II - 30"x30"AC concrete column footing with (4) 2 x G„ PT wood secured „ u with u -III #5 bars each wag /8 dm. x G anchor bolt 3 h at 18 O.C. overhead door track secured to wood - jamb per manufacturer's product approval 30.11 0° is Garage Door Jamb Detail COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 91. SEE PRODUCT SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O 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 Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaraecomcast.net kvr .w V-10" 12' 17­ r — — — — — — — — — — — — — — — — — — — — — — - I ® Q L 7. FI I I I Rear Patio/Slab I tobe poured rate frrom the house slab. I I I ® of I a I m " U L I I � in I co n-y u r r bN I I oIF I FI oo ® Iseo I t------=— l Rear Patio/Slab to be flush with bottom of I sliding ass. Slope S 1/2 of I Io I I 4" concrete slab with fibermesh OR p 6"xV 410/10 WWM on 4 mil Visqueen over I clean compacted termite treated fill I I a I of I I o _il ° �I I° aNw R A/C I---� -a -- --- YIe— Tankless � lif ° mounted above I I as I 49" a.f.f. I I I cn a QI Meter an I 93 0 I I Z w Eau I LAND O� DW fill> I r - , I DRYFF\ i i EE U O N 14'-O" - V 4 #I\ I IAboxa I © � o or va I L__J I O I u3 E N I I O ©I �oU F r©o Uo0 1L I I 0) oa I FI t o I o in 00 1.5" Recess for 0 arage Door Wanne Building Corp. The Cottage Spanish Lakes St. Lucie County Florida FOOTING, SCHEDULE Mark Sme Description I HOW x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x S"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 a O'-O" Date Drawn Revisions : Sheet Comm # I-11 9 - 2 2 0 GARAGE Drawn awn GARAGEb by: LEFT C.C.U. - B Checked by: REVIEWED FOR D.R.B. CODE COMPLIANCE, e s rntC' f"nl INTV OF 5 BOCC ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basipd on press re for roof stated in permit info box on these plans For zone 3 Keu Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6'° 8d ring shank 14 psf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6'° #8 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 Verify with Plan Concrete / Lintel C Rebar 12" Block Rebar 48 Bar Dia �I Mm. Overlap Column to Lintel Attachment Provide #5 bar& with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast -- -- lintel set in mortar _ Min. O' Bearing - -- - Provide #5 bar set in pre -cast lintel Into beam where length or the opening calls for it. Provide PT Buck attached per jamb letails into filled a 4' Pre -cast Sill t Z Poured Pilled Cell r #5 bars with min. 48 bar re overlap in filled cell. Tie ell steel into continuous steel. I I � �� • i r • C • •`�-(ienCfQLQ Po°ting —..1�. * •' 1.,.. (see rooter schedule ,..a.:...r, . •...� ....•... for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'—O" �j SINGLE PLY REAR GIRDER TRUSS d/ Nail 2' x 4' blocking to vert. leg of s wit h IOd x 1.5 mails at 4' o.c. Install Simpson MGT into wag usino in. 5/6' die. threaded rod set wI2' into wet beam and (22) IOd naffs into trees R-II b TRUSS BLOCKING DETAIL it AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured st cco inst Iled per ASTM C 42L over ASTM D tgpe 2 pa er backed wire lath nailed to substrate through one Lager of ` ' ASTM D Tgpe 2 Pelt paper using 8 nails. Substrate LL.�Z JL� IMI SCHEDULE to be 19/32" COX Plgwood Waded att L" o.e. in held and edges with IOd ring shank nails into studs. Mark Size and Descripition Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #IIL51.12 26 Ia. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" Two rows of beam block filled with concrete and 1 #5 bar wood screws with self sealing washer at 12' c.c. max spacing over ASTM D �) continuous In each row. Hook vert. bar over top bar with (type 2) 30 lb felt underlagment Installed with min. 4 side laps and V end #5 90° bend bar with a 10' min. la at t bar. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails P spaced G o.c. at all laps and two staggered rose 12" o.c. in field. Attach deck to truseea using attachment detail on this sheet Additional recast Lintel #5 ban Lintel Bar Clear "A" "Bill ^' "aR Length Length Span Bars Bars P 1 r •r '•E: "� 4 • 7 2'-10" 1'-6" 2 u3 none 3'-61' 3'-4" 2'-2" 2.43 none 12 8P8-01BAT 8138-191AT 8P8-IB/2T Simpson H£TA 20 or equal i Additional 41-0" V-10" 2'-8" 2 #3 none hurricane anchor at each truss #5 bars1"H" IM with (10) IOd x 1 1/2' nails ci.ea 'f;� 4'-L" 4'-4" 3'-2" 2,#3 none ( 24' o.c.) sip arting Max pp %=''•",„ no Row or18101bs. upldt Block Abov5'-4" 5'-2" 4'-O" 2,#3 none 5'-10" 5'-8"4'-6"2#4 none Precast LiAluminum Drip Additions 6'-6" 6'-4" 5'-4"2,#4 noneEdge $ Fascia 1/2' #5 ban " T-0" L'-2" 2,#5 none 2" no L OPK-18/IT N:Iog-IB/2T 2° x L" Sub-Faacr flo u 8'-4" �'-10" 1'-O" 2,tt5 none ha, NOTES: Mo I. min. coverage of steel=1.5' Kagcan full o vent vinyl sol installed 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. using 1/8 are shank x 15" long poly. 3. standard for reinf. steel=ASTM A6I5 roaring nets with 3/8' die. head per product approval -see chart sheet a1 Aluminum Drip r Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web Trusses at 24" o.c. ie shop drawings big others R-30 Batts batts ceiling transition ded using metal studs erifg exact configuration as \Drgwall ceiling see typical section transition Insulation Detail nts Brace Gable and with 2" x 4' GYP #2 Oft back nailed to bottom of top chords wing (2) IOd nails at each trues 'RE-ENGINEERIfD WOOD TRUSSES a 24"o.c. TYPICAL If shop drawings bg manufacturer') \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with textured finish Two rains of beam block filled with concrete _and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring TYPICAL LINTEL SECTION 5/8• thick light textured stripa at IL" o.c. with R4.1 fi—foil ( PRECAST CONCRETE) stucco on tilprcal concrete insulation on t pical 8" Block walla r LINTEL SCHEDULE Mark ndow or Wim WidthBare Wntel cast -Crete $ ecification Ron or IN' bove k Bottles Steel ° Tap Steel 3� MOL Ooadroul (PLP) MOL Il,wd CPLP) Max. Lateral L (PLP) L22 2'-2' 8'-G' ellie-OBIT 1 #5 3041 16G9 1024 1_31 _s" 4'-0' SPO-OB/IT 1 #5 264I 1363 143 L45 41-5' 5'-10' alizO-OBAT I #5 wa 109 339 L60 W-O' og'-L' OFO-01BAT 1 05 1238 on 121 Logo og'-B' T-V Nee-OB/lT 1 86 log 121 534 LBO V-O' T-4' 61159-I6/2"r I #5 1 2 85 152 511 512 L10 T-Ow 10'-og' 01139-I115/2'r I #5 2 #6 643 $30 401 L908 T-Off 10'-A' 8113I6-I5/2T ONE I 85 2 86 833 063 401 LI00 10'-0' W-4' 8100-I5/2T 1 86 2 1 86 1 582 414 1 462 LIOOB 10-0' II'-4' 8115I6-I5/2T ONE I #6 2 #6 1366 KW 452 LI20 121-0' 131-4' We-18/2'r I 85 2 85 411 426 324 L1208 121-O' 13'-4' SPIL-I1111/2T ONE I 85 2 #6 1015 110 324 LI40 14'-O' I6'-4' N<IG-I8/2T ONE 1 85 2 85 1250 "A 251 LILO W-O' IT-4' 81150-18/2"r 1 85 2 85 300 N2 114 LIL08 log'-O' IT-4- 1 6113I6-I15/2T ONE I 86 2 85 950 BOO 114 - 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'-O" LONG ARE TO BE PRESTRESSED. ■ ■ 12 x 12 concrete column block filled with concrete and (2) #1 bars vert. tiaj� into lintels above thicken edge to 8'xe' with concrete and one #5 bar continuous BEYOND Top of rooter ILbelow finished floor _e on 3/e' hi —rib lath ntal and vertical wood r staples to provide 4' penetration into sung and 3/4' penetration rrasno ewalue block construction All drgwall to be installed per FBC R�02.3.1 Varies - see plan and shall meet all pertaining ASTM codes. ai Mortar to be Tgpe "M" onT proportioned _per FBC R601.1 #5 bar vert. alland Mortar joints shall comply with FBC LO-1.2.1. 30` overlap at each filled cell Fill cell with concrete and Rear Patio/Slab to ' (l) #5 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted Base 8Qe foundation plan notes for spacing at openings Step per foundation plan 4' concrete slab with fibermesh OR „ OxV #10/10 WWM on i and Visqueen over Slope per foundation plan clean compacted termite treated fill X — — IIII 111I ��IIII'IIIJILII- II IIII—IIII—IIII I I IIII II - I `:`�.::�.T:� .� �•�` � I I I I I=IIII III 1=11 I I —III 111 I I I I11 I I I �,, �_ LII 111 „IIII 3 Typical Section at Front Porch Scale : 1/2" = 1'-0" Braden t Braden AIAe PA Architects —Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E—mail: bradenaiaOcomcast.net Stuart FL 31994 #AAC000032 — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wynne Building Corp. Date Drawn : Revislone : Sheet GARAGE I-10-20 Drawn b : The COttage LEFT Spanish Lakes CheckedF a St. Lucie Courl Florida D.R B. of s Comm # 19-220 } PANEL "A" Polee OR Load Wire Description area ara8 Description Wire Load OR Poles I 20 1.2 Its a12 Refngerntor I R Bi 12.0 kw 50 2 I 20 1.2 kill 812 Clothes Washer 3 1 20 1.5 to 812 Kitchen S.A.C. 5 L Dr er #10 6.0 its 3o 2 1 20 1.5 Ito 812 Kitchen S.A.C. I s 1 20 - 812 Bathroom Reeepts 9 10 Air C sor 810 5.0 its 30 2 1 20 1.2 ks 812 Dishwasher II 12 1 20 1.2 ks $12 Microwave 13 14 Mr Ha $10 6.0 its 3o 2 1 I6 - 814 Gereral Lighting Is It 31 I IS 814 Grwaal Lighting 11 18 W14 88 11 ks 40 2 - 1 IS - 814 Goneral Lighting 1'l 20 1 15 814 Goneral Lighting 21 22 88 U ks 40 2 - 1 I6 - 814 Gerenal Lighting 23 24 Spare 25 21 GDO 8@ 0.8114 20 1 Spare 2-1 28 Sere Spare 29 30 Spiro PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watte) Sm4lI. 4ppllence..�lrcWttsJ................................... Rang@......................................................... Refrlgerator.................................................. Microwave..................................................... , Dish , Washer ................................................... CloThese .Washer ............................................... Clothes ,Dryer ................................................ Water Heater ................................................... Garage,Door,Opener........................................ I60e1 3 4A21 2 ISOO 3.000 1 12.000 12,000 1 1200 1,200 1 1.500 ISOO 1 1.200 1,200 1 1200 I 00 1 5,000 5,000 1 15.200 15.200 I 810 810 Total Watts 45,93"1 First 10000 Watts e100% 1 10,000 10.000 Remainder 35,413'1 040% 1 O 14.348 Electric Heat or A/C 10,000 065% I 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 143.22 Panel Size Required = 1S0 Amps Electrical S mbol Legend_ $ 15vigle Pole Switch ® 1111taicessed Can Light As I Double Palo switch ® E ebay Recessed e Push Button Beach Exhaust Fan Duplex Outlet Crob1g Mounted Light Special Receptacle ♦ Wall Mounted Light := ground au cira:uit Light with Pull Chem (attic) Flocr Duplex Outlet © Computer Connection Jack ® Carbon Manoreds Detector 4& Flood Light Thermostat 1= Electrical Panol ® Central Vac 8 Electrical Meter SQ Smoke Detector Calling fan ® Television Jack ® Telephone Jack A � c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A as BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW disc. #2/0 AL SER Cable (3) u1 THHN Copper With #1 Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit AMP � 40 conduit sleeve I50 PTiceANEL 1AHUI into attic MCB PANEL 2.5ton A/C #1 Meta install oulet under disc. not shown for clarity Wf Exhaust Duc Thru Soffit 200a rated 200a rated I� J meter can Q meter can METER ME ER Intersystem bonding Interagaten bonding 2" PVC ( PPL Termination pant 2" PVC If PPL Termination pant schedule 80 schedule 80 Post Light with Photo cell I 2' rigid service FPL I GEC to st9 *pSalrvansed ground rode ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from penal to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3, Contractor to verifg location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NPPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must complyg w/ FBC RMIL02 9. a(C Rdef� gent! lines that are run thru slabs must be 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed sgatem shall be fully operative. 12. Contractor shall pay for all Tees, permits, testin®, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the 2" 88' epedalrvan>ved rods ALTERNATE SERVICE E - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordi :T. RISER NTS 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. IL. It is not the intent of these plans to Show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completelg and offectivelg grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. MECHANICAL LAYOUT 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routing& to suit the job conditions. 21. Furnish and Install all fixtures as called for on the plans or as selected bg others. 22. All raceways and pipes placed in or through any concrete slab ahall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. �;;Wri. 24. PlFC Vents 2to be installed per SCALE: 1/4" = 1'-0" SCALE: Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY R f'%V '4- AS =LIFE SAFETY WARNING 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' SpLi Spre er Barale Tag line �. 1/2 $pan �f la ne �approx �, 9 �� approx. 1/2 of en Sp . REFER TO BCSI REFER TO BCSI Truss must be set this way ff crane is used. Truss must be set this way rf crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All •r• bearingwalls,headers, beams, be in place atindicatedheightbefore trusses At !alr"02, inctnilciri At' a AIR HANDLER NOTE Unless noted elsewhere on this layout, these truJand ' designed for air handlers in the roof or for any requirements. This may be in conflict with building Design requirements. Consult with Building Depar 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. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at c the job site when trusses are erected to provide supervision and advice. 0 el SEAT PLATES BY CHAMBERS TRUSS v N .,1Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers II! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN, 1he undersigned acknowledges and agrees Y� Y s � lit iff l�, i 1101:4W AlAW 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for m etermining successful fabrication of the trusses. - CORNOER JACKS c"i 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED, 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD Q w ndersigned agrees that no backcharges will be allowed. In the event such written notice is famished Chambers Truss ENGINEERING. o ot -a hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option, H o o fter 10 days of delivery remedy will be according to Florida statute 558, P 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by. TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the fob site suitable for delivery. Chambers Truss has e he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses If Chambers Truss has o redeliver because job site Is no pr epared e r 1 a ed for delivery r P o buyer P Is not r ry y eared for delivery prepared of drosses. Buyer eft' Is es onsibl e to Chamb ers T Y P Truss for towing ��. g costs due to site conditions. 6. Pric e as shown in paragraph 7 below Is subject to change if any changes are made In this layout. A $50 per hour ee for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of 24" O c THRU elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss CORNER JACKS easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ONLY 24" idded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eCipient. , .. 10. In the event of any litigation concerning this agreement, the Items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIIINTCA 4 - 2002.... 12, Warranty is per Chambers Truss Warranty attached. ATED--- IGNED _ OR -- ----TITLE A spreader bar may be required " P d per BCSI" Y to pr event 9 p ent injury 8 P damage. 1 ry /Abe g Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are quired and can save life and property and is the responsibility of the truss erector. ,a. Study the contents of the information packet included on delivery before setting trusses. PLUMB CUT END Trusses must be set and braced per design to prevent injury 8 damage. _,� 2X4 TOP CHORD Trusses must be set plumb and square WALL HEIGHT 8'- 12, Do not set bunks or stack of plywood, END DETAIL: TYPICAL roofing material or any other AL 4r— concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 3-150 CHAMBEFS' TRUSS Hall /�� 1-00-00 c6 sssaasa�cveue Fort Pierce, Florida 3498;2-6423 800.551.5932 PLUMB CUT END Fort Pierce 772.465.2012 Fax 772.465.8711 2X4 TOP CHORD Vero Beach 772.569-2012 Stuart 772.286-3302 12 WALL HEIGHT 8'- 1" Web Site: CHAMBERSTRUSS.COM —714 END DETAIL: TYPICAL Email: MAIL@CHAMBERSTRUSS.COM the Ar ' shop drawing approval is 'double cheek" of the Cot, The contractor sh; . for checking field J 2 :Z3-15 other construction criteria. . 12 approval covers general rocr „> O review of truss strapping, and loading, on eD structure from gra 't and 1 -00-00 Y uplift loads'and _their res a ive location ,91 Approved By Date: Brad n aden A.I.A. P.A. LOADINGIDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC tao4.a.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method. MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.20 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11455 SCALE: 1/4" = 11-011 72 total trusses, 18 unique designs Designer: BLW Reviewed by: -?lp Date: 11 /08/19 REVIEWED FOR FOR CODE COMPL,IANC Wynne Development �0 " ST. LUCIE COUNT DESCRIPTION: BOCC THE COTTAGE / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455 .,1Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers II! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN, 1he undersigned acknowledges and agrees Y� Y s � lit iff l�, i 1101:4W AlAW 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for m etermining successful fabrication of the trusses. - CORNOER JACKS c"i 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED, 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD Q w ndersigned agrees that no backcharges will be allowed. In the event such written notice is famished Chambers Truss ENGINEERING. o ot -a hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option, H o o fter 10 days of delivery remedy will be according to Florida statute 558, P 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by. TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the fob site suitable for delivery. Chambers Truss has e he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses If Chambers Truss has o redeliver because job site Is no pr epared e r 1 a ed for delivery r P o buyer P Is not r ry y eared for delivery prepared of drosses. Buyer eft' Is es onsibl e to Chamb ers T Y P Truss for towing ��. g costs due to site conditions. 6. Pric e as shown in paragraph 7 below Is subject to change if any changes are made In this layout. A $50 per hour ee for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of 24" O c THRU elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss CORNER JACKS easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ONLY 24" idded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eCipient. , .. 10. In the event of any litigation concerning this agreement, the Items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIIINTCA 4 - 2002.... 12, Warranty is per Chambers Truss Warranty attached. ATED--- IGNED _ OR -- ----TITLE A spreader bar may be required " P d per BCSI" Y to pr event 9 p ent injury 8 P damage. 1 ry /Abe g Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are quired and can save life and property and is the responsibility of the truss erector. ,a. Study the contents of the information packet included on delivery before setting trusses. PLUMB CUT END Trusses must be set and braced per design to prevent injury 8 damage. _,� 2X4 TOP CHORD Trusses must be set plumb and square WALL HEIGHT 8'- 12, Do not set bunks or stack of plywood, END DETAIL: TYPICAL roofing material or any other AL 4r— concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 3-150 CHAMBEFS' TRUSS Hall /�� 1-00-00 c6 sssaasa�cveue Fort Pierce, Florida 3498;2-6423 800.551.5932 PLUMB CUT END Fort Pierce 772.465.2012 Fax 772.465.8711 2X4 TOP CHORD Vero Beach 772.569-2012 Stuart 772.286-3302 12 WALL HEIGHT 8'- 1" Web Site: CHAMBERSTRUSS.COM —714 END DETAIL: TYPICAL Email: MAIL@CHAMBERSTRUSS.COM the Ar ' shop drawing approval is 'double cheek" of the Cot, The contractor sh; . for checking field J 2 :Z3-15 other construction criteria. . 12 approval covers general rocr „> O review of truss strapping, and loading, on eD structure from gra 't and 1 -00-00 Y uplift loads'and _their res a ive location ,91 Approved By Date: Brad n aden A.I.A. P.A. LOADINGIDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC tao4.a.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method. MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.20 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11455 SCALE: 1/4" = 11-011 72 total trusses, 18 unique designs Designer: BLW Reviewed by: -?lp Date: 11 /08/19 REVIEWED FOR FOR CODE COMPL,IANC Wynne Development �0 " ST. LUCIE COUNT DESCRIPTION: BOCC THE COTTAGE / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455