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HomeMy WebLinkAboutBUILDING SITE PLANS54 RECSVED AP 2 71y19 ST• CDunty,.p®mmlttiimg 12 4 SLOPE Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and G" 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 IX o.c. infield. Attach deck to trusses using attachment detail on this sheet\ 2„ '.: ❑ ❑o O' n ® /8" thick Ick fight textured Stucco on typical concrete block construction C J/ V Ylllvl� /. coral finished stucco bands LEFT ELEVATION RiGHT ELEVATiON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood 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 V end laps fastened with corrosion resistant tin caps and with 1,25' ring shank nails spaced V o.c at ail laps and two staggered rows 12" o.c. in field. Attach deck to trusses using atdetail on this sheet t ick light textured stucco on tgplcal concrete block construction SCALE: 1/4" as 1'-0' SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Vindam s & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST E iration Da Design Pressure of Approved Tests I"2,3 E4 FL# 11499.2 Single Hung Series 185 Mi Windows and doors A. x gpcom ul mir� �Rn�Jfat�r at2. rom sac corner and L oc. }LI�sin ter Lhr g uck Into I filled CMU mall maintalmng min 4.5 edge distance in strict adherence to the product rovaL� ± 60 of p A I4-0330.02 Overhead Garage Door Model 824th yI�d1th �' O"mmaz height DAB Orr past q� ha dawn;,! �s aka to "mr Ylj&.14 C al In e0 tri k"to h.%- mR";rs16'.;�1�3a��; w���3�` �.� � t product , 10-9-21 + 50.0/-40.0 psf B FL# 14414.1 Fiberglass Desl n Pro/ SmoogLh Pro Jeld-Wen Elco 1/4' die. tapcon with min 1.25' embedment at 3" max from corners and Ii.S" c.c. max. thereafter In head and jambe. + 50.0 PSF C FL# 15332.2 SlidingGlass Door Series 420 MI Windows and doors K wins ln Den ation at as ion sack earner end ip CM ■ Eiu�ls ram aherea ter edge g in Huck Into said filled CMu well nelntalmn min 2.5" eel a distance m strict adherence to the roducL a royal. + 8.2 PSF - 4 Product NOA/FL NUMBER Model $ Manufacturer Attachment Method gyzpration Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMu use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown m product approval. + 118.9 PSF Roof FL# 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwood 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 aide 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.c. In field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.5 Model T4 12' vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #a x 3" wood screws at each truss. Install soffit to battens using 0-12" dia. x 1.5" Iona rima shank nails with 3/8" din, head +55.0/-35.0 PSF Hurricane Panels FI# 13151.1 6.8 Accordian Storm Shutter Town and Countrg Industries wall mounted shutter track/housing use 5/14' x 2 1/4' min. ITW Tapcon XL fasteners at 14' ox. Fastener Installation for wall mount: CS type with extrusion #I Faatenor Intallation for Sills at Windows: C5 type with extrusion ul Fastener Installation for Sills at Doors: C4 type 4" Min. Edge Distance ± 48.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 woos 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 G" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two starared rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet .H. thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 SLOPE 4 SCALE: 1/4" - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2G ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min_ 4' side laps and G' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o_e. at all tap& and two ataggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet i fit.e uur REVIEWED FOR OPLIANCE CODE OD UCIIECOUNTY gT. BOCC 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32' COX Plgwood nailed at 6' o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 14 '-I" CLCAVIur /` I 2I-1" tMADIAIr. 2 2" 7.H. H. EGRESS o. . a❑❑ ®®❑❑ = Finished FIw Jill- - - - - - - - ®®®® O'-O" _ o+ 8" tic x 8"w cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drgwall on 2" x 4" studs at IL" o.c. base -board -, 11 11 / 2 x 4' P.T. bottom plate \ 4" concrete slab with fibermesh OR 11 410/10 WWM on L mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nits Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala9comcast.net Stuart. FL 34994 UAAC000032 Wynne Building Corp_ 10' Carlton Royale Spanish Lakes St. Lucie Countg Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Veloatg: I1.5 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4:12 Internal Pressure Coef i�nt: ±0_18 Subjectability to damage from: Weathering: Negligible Termites:Vern Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 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+0.6WL; O.LDL+0.6wL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-�2.L psf Roof Zone: 2. +20.6/- 1.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detail s Provided? Yea Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi SEE PRODUCT AP ROVAL F R IMPACT PROTECTION FOR O E ING ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf r-i n 3v LIVE LC)nn. 45 naf EI nemp nEnn I Ann. 10 ft t TL7�O dPITCH 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: 2.4 Montoya Date Drawn Revisions Sheet Comm # 2-25-19 SCANNED GARAGE R G H TDrawn I. St. Luce County e 19 ­4 SITTING c.c.u. ROOM CD R.E3. ���.'�-/) R OF 5 FLOOD PLAN CRASH POST TYPICAL NOTES: SCALE 1/4" = 1'-0" DETAIL AREA CALCULATIONS I. Contractor t0 verify ALL notes and dimensions error t0 34" high by 4N.T.S. Living " diameter g A/C = 1930 sq. ft. roceed ping 9 with Work. steel crash post. Floor Flange with 4 - 3/8" Garage = 311 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Entryy, = (3/8"t 50 ksi 28 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab steel plate) a minimum 1,400 P.S.I. fiber stress. b" Total Under Roof= 2215 sq. ft, _ 4. No dissimilar metals to touch. ��� 2� " S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" " ALL Concrete used for vertical filled cells, cont. tie beams etc.. t0 ° 2• VTR ' shall be 3,000 F.B.I. concrete and/or 4,000 P.S.I. grout mix " ,3,8" 0 JIL L. Drywall at ceilings shall be leveled and attached to bottom chord 2h" I Of trusses with screws per FBC R102.3.5. p 2i/2" ." Attach buck to block wall with I 1. ALL wood in contact with concrete shall be pressure treated. ° ° 1/4' dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max I I 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. �. 2" 4" max from each corner thru Exterior race 2 x L" PT Buck 2 l VTR 9. ALL plumbing fixtures to be low flow. or wall J;L 10. Contractor to Provide Drain at Water heater in accordance apes ,//I f I I with the current edition of the Florida PlumbingCode. Master 1 2" I I.W. I 11. Contractor to Provide a 2 -8 wide door at one bathroom for a8 wood screws thru jamb into buck Bath I handicap accessibility requirements. 2� " i „ 2� at each hinge and 15' a.e. max and 2- Detail at Door prior to door attachment I.W. I 12. Lowest finished floor to be set by Governing Building Department �" �" NTS 42"JILR W.C.e.1 surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND I 1 % I 14. Door between garage and residence shall be 1-3/'4"t 20 min. rated door NISTALLALL TiON PRIOR TO BUCK tar.. Kit Sink Water Heater Install windows thru buck into 2' Kitchen i 1 block with 3/IL" tap -con with 1 1/2" penetration at L" o.c. max, 1 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er FBC R302.9.1 tram each corner and 20." o.c. max p pp I 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per thereafter FBC R302.9.2 Exterior Pace and tsillaper product approvalx Lsv. 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Burk to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 7U 3" w.c, materials exposed on the underside of the roof deck or on the attic walls shall comply "Varies with F.B.C. R316 - see permit info box of code edition Bath #2 Shur. 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 yy I"x4" P.T. Buck nailed to 3" C°i60, C1002, C104�,C117�, C11�8, C1278, C1395, or C1396 and shall be Installed lock with cane hardened nails Detail at Windows lock to window attachment C'O' To Septic cv according to the following: (FBC R102.3.5) Masonry Beam "-' Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Nall sizing options for Installation of drywall Into wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head /2 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" di ORx 1 5/8" long with 15/44" headOR Walls Direction IL 8" 16 Gypsum board nail 0.08L" dia. x 15/8" with 1/32" head. Ceding Perpendicular 24" 1" i2" 13ga 1 5/8' long with 19/44" head e 0.098" diameter x 1 3/8" long annular -ringed or old cooler nail 0.092' dia. xR 11/8" long with I/4" head Walls Either Direction 14" 8" 161, OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. x uc Wale to NTS PLUMBING RiSER block with case hardened Walla / prior to door attachmenE NTS 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR 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 accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 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.c. in field. Attach deck to trusses using attachment detail on this sheet Simppeonn HpEThA 20 t, epor equal wirhic(ro) lad or I I/2s'c na (suss ! 24" C.C.) suppporting Max. 18101bs. uplift I - Aluminum Drip Edge t Fasciais 2" x 6" Sub -Fascia Kaycan Pull o vent vinyl soffit i using 1/8 dia shank x 15" lo roofing nails with 3/8" die. head product approval - see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 PRE-atENGINEERED TYPICAL TRUSSES (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord or trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar coat. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings sl 1/2" drygwall over I" x furringg strips of 14" o.c, with R4.1 frfoil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC RLO1.1 and Mortar fonts shall comply with FBC RL01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR vxv #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill > 1 I III - 11-1 1-1 "-I I II-1 I I: I""" \ 14" x 14" Concrete footing 14 with (2) #5 bars cont. and #5 T Y P I C A L SECTION__ transverse bare at 48" o.c. Scale : 1/2" = 1i-0" Install SGD thru buck into block with 3/I4" tap -con with penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O O Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max, from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with cane hardened nails Head prior to door attachment fixed door sliding door -- Masonry wall _­;ai- bottom 'i'reck Typical Flooring sill Install SGD thru buck into block with 3/i4" tap -con with 1 1 1/2" penetration at L" o.c. max. Sliding Door D e t a 1 from each corner and 20." o.c. max At Masonry Wall NTS thereafter at jambs per product approval Jamb Window Schedule Mark Size Rough Coen. Window Descrl tlon PRESSURE ZONE I. 4'-5Ys'x 5'-3W 54%'x 43W Single Hung ZONE 4 2, V-2 Ye'x 5'-3 %" 16" x L3 %," Single Hung ZONE 4 3 21-2" x V-2V2" 21Y2"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3'/e" 38' x 63'/4' Single Hung ZONE 4 5. 4'-5Ye'x 4'-2%" 1 54Ye"x 50/," 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s space prior to construction on sheet I Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-O" X T-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-e" 41" %;' x 8'J Frbergtasa Panel - Inswing ZONE 4 C 6'-0" X V-8" Single Lite French D 2'-O" X C-8" Solid Core - Wood - L-Panel-Bi-Fold Finished 24' x 81 �2" E 2'-V X V-e" Solid Core - Wood - L-Panel F 5'-0" x V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 1 V Solid Core Wood, Steel, or Masonits Door H 2'-8" X V-8" Solid Core - Wood - I. -Panel J X-C X C-8" 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 openmg dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 35'-O" 1'-5" 5'-II" F © _ SITTING ROOM 8'-0" A.F.F. OIL Flat Ceding I 0 I I 8'-0" to 9' 18" A.F.F. Vaulted Ceding II " I 0 1 rol EGRESS MASTER BEDROOMN A.F.F. ' m Flat Ceding 12'-8" Vanity to be 34 L2"high GREAT 1 ROOMI ry I I I 0 2" x 6" knee -wall s 1 below counter top to 1L O S E 1 e„ rXL -__ od t Shelf 1 `sc�0` how-r �5 DINING ROOM- -O" to 9'-e" A.F.F. 1+41" HIGH WALL ° Vaulted Ceding I r I 1 8'-0" A.F.F. 12'-6" ° THiRD BEDROOM O 8'-0" A.F.F. Flat Ceding 9,", _ 3'-4" J 1-1/2" OVE HANG Flat Ceding -------K1t`CHEN !1 Y Atttrc Aaemiss with hylit - kFoserrovide auto . 4"m Steel Ballard 0 an a Linen Double ou a Hanging ® = 150 Amp -II Betts Imiation P Ina[ O H 22" -2 Il GARAGE o Vanite to be I I 2 high 8'-4" A.F.F. Flat Ceiling ty ® r-----------------I Double O `r- Ha ging 3 once r, rarr Block wall in MT O I garage to be I I struck block I ❑ J GEER E �Y O I I I I �m I I ° c uV`u I I 0 12'-6" e" " 00 Bull,00 SECOND � n _BEDROOM i29O, 0 8'-O" A.F.F. , Flat Ceding extend over Ref. O O Upper ca meta to EGRESS o O o O " O 2'-2" T-8" T-8" 3'-5"WE I cv 4'-0" A/C I o O I v I O O r STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WiND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-i4, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE OR WELDED WIRE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15• ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. 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 for approval before proceedin with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Sall conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9`11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 speclficatlons. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell F1 TYPICAL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i - 141, TYPICAL FOOTIN ` 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR L x(o #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per Q foundation plan 101, (2) #5 bars Cont. bottom steel 12" 2)DETAIL AT 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 Verify house slab height in field Top of footer 16" below finished floor IL' 30" COLUMN FOOTINi SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous 95 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 1411 SCALE: 1/4" = I`0" FOOTING SCHEDULE Mark size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W x 12"D MONOLITHIC FOOTING WiTH (2) 45 BARS CONTINUOUS © 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 25 BARS CONTINUOUS - CURB O 0'-0" 4" concrete slab with fibermesh OR 04." #10/10 WWM on 10 mil Visqueen over fill SEE TYPICAL ,,SECTIONS 4" concrete slab with fibermash OR 6"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -nil ® P F 11�14% x 14"d concrete monolithic footing with (2) #5 bars Cont. ARAGE CURB DETAIL ALE 1/2" = I' 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 0 r 35'-O" D ° i-y_i-i -y -LO _i i -i i -i -y IUI I I IUI I I I IUII'JI _'_�_'_JL�_'_'_'_ L1U UL F --—————————— y--———————— — — — — —f Fl + -- —— i C I I I I IC I FI I I I I I I I[ I I I I I I C. I I I I I I I I( I FI I I I I I ° I I I I 4" concrete slab with fibermesh OR 1.11x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ° f I FI I I I I II F---T I I I I I I li I O • Lh O o --F--- I > jJ I I I a; 150 mp ❑ I I I P ne 4" concrete slab with fibermesh OR 1 16"x6" #10/I0 WWM on 6 mil Visqueen ver clean compacted termite treated f)II H.B. I I O I I I I o I O° o FI n I FS Lll I O 51 toUUU I I w I I Recess for I (- �N 2 -6 FI I °4_.,� ° I— — — — Garage Door— — — I I y I I I I I I o� �O ° --- ------ ° ° I I � 9'-0" 31_5,1 351-01, 4'-O" A/C o O i v 0 0 r R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = Us x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese plans for zone 3 ke Area Edge Field Fastener Pressure Zone 1 6" 1. it 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf 3 4" 4" 8d ring shank 84 psf 6Zone 1** Zone 3a 6" 6" U8 wood screw 112.5 psf ** Use nails or screws based on pres ure for r of stated in permit info box on these plans for zone 3 Concrete / Lintel Column to Ver,r4 with Plan Rebar Lintel 48 Bar pia. Min. Overlap Provide 95 bars with min. 48 bar diameters overlap into beam. Tic Filled call steel Into continuous beam block steel. Provide Cast -Crete =-= - eUB-OS/OT precast --- lintel set in mortar: Min. 8" Bearing -- -'' --= 12"x 12" lumn Block �#Z Rebar Attachment NTS Additional Precast Lintel u u u IfIN #5 bars Lintel Bar Clear A B fi Length Length Span Bars Bars CLBAR 1 1 1 r 1 .� • 1 2'-10 2 -8 I'-6 2'# 3 none ----a' L ---- 4 ti----a' 3'-6" 3'-4" 2'-2" 2,#3 none BFB-OBAT 8F8-IB/IT SP8-I5/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none #5 bars CLEAN '=i ,.Mile; 4'-6" 4'-4" 3'-2" 2,#3 none One Row or 'H" ," . +• Black Above '`s :" 5'-4" 5'-2" 4'-0" 2,43 more Precast Lintel .:: 2,#4 none •,.:,..,; �'., ,;�,_'� Additional 2. 4 none 1 45 bars 1 t----� 1'-4" 1'-0" 6'-2" 2,#5 none BPI6-IB/IT 8FI6-IB/2T 8,-4" 1'-10" 1'-0" 2,#5 none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade to. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Sire TOP Steel Sim Max. Gravrtg Load (PLP) Max. Uplift Load (PLF) Max Lateral Load (PLP) L22 X-2" V-0 81108-05/I1" I #5 3069 1549 1024 L31 _B. 3'-1" 4'-0' 8P8—OB/IT 1 #5 2941 130 its L45 4'-5' 5'-10" 8P8-OB/IT I 85 1105 1 909 339 L50 5'-O" 6'-6" 8F8-OB/IT 1 #5 1238 835 121 L60 6'-8" T-6' 8F8-015/I1" 1 #5 1011 121 534 L80 e'-O" T-4" 8P8-I5/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-6" BPS-IB/2T I 85 2 #5 643 530 401 L90B T-O' 10'-6" 8FI6-I15/21' ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0' II'-4" 8P8-8/21' 1 #5 2 #5 582 444 452 LIOOB 10'-0" II'-4. 8110I6-0/2T ONE 1 #5 2 #5 1364 1028 452 L120 12'-0' IV-4" SPS-I5/2T 1 86 2 #5 411 428 324 L1205 12'-0" 13'-4" BFIL-8/21' ONE 1 #5 2 #5 1015 110 324 LI40 14'-0" 15'-4" 61FI6-I15/21' ONE 1 #5 2 1 #6 1 1260 1 (09 1 259 LI60 IL'-O" IT-4" SP8-IB/2T 1 #6 2 1 #6 1 300 1 192 1 194 LILOB IW-O" 1 IT-4' 8FI6-IB/2T ONE 1 #5 2 1 85 1 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE - LINTELS SHALL BE FILLED SOLID WITH 3000 PS.I 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. Provide #5 bar set in pre —cast lintel into beam where length of the opening calls for it. ROOF PLAN — I i a PT Buck ad ar amb r` 1 Into filled cell l) Poured Filled Call — 4" Pre -cast Sill i, Scale : 1/2" = I'-O" Overhangs at 1'-0" unless otherwise noted on this sheet Roof pitch at +12 unless otherwise noted on this sheet Truss Shop drawings to be provided bg manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construct) ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verification Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss constructlof Provide #5 bare with min. 48 bar diameters overlap in Pilled cell. Tie filled cell steel into continuous looter steel. Colicrata Footing L; foes looter schedule `,., for exact saes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'—o" PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GRIDER STRAPPING AT OUTSIDE WALLS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D tgps 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using Bd nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in Field and edges with IOd ring shank nails into studs. Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12 21ga. 5v crimp metal roofing attached to plgwood 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 laps fastened with corrosion resistant tin caps and ring spaced 6 o.c. at all laps and two staggered rows 12" o.c. n fie deck to trusses using attachment detail on this aheet Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 18101b5. uplift Aluminum Drip Edge i Fascia 12" 2" x 6" Kagcan full o vent vinyl soffit installed using 1/8' dia shank x 1.5" long gals. roofing nails with 3/8' die. head per product approval — we chart sheet #1 12' x 12" concrete column block Filled with concrete end (2) # 1 bare vert. tri into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter 16" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter Flash ledger to Wend truss IOd " �ds at each web hi -rib lath vertical at 3/4" penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. 1444 Step per foundation plan IL Slope per foundation plan T 77777 Brace Gable end with 2' x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ! shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar cost_ in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom rail over openings 1/2" dr wall over I" x furrin strips a� 16" o.c. with R4.1 fl-roll insulation on typical 8" Block walls " All drgwall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall complg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Bass see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill :.._. _ 1I- Tuplcal Section a PI t front Porch CA ETA 20 i 10, 1;q ME Poll 0110 011 GFir1 i�1�11 ■�il� /Iil����11 IMN FA Ar Arm I PAM wo 01 NIS i Simpson HETA 20 ne anchor at each truss it O.c.) suppportingg Max. 1810 Iff uphft O I— W Ya Ya X r_ wi .,c OU m N93 Hto an- 0 a 'w (Y xl a Q CC F- ti 0) O W d E r. cc `� s PANEL "A° Poles BR Load Wire Description kirk# kirk# Description Wire Load BR Poles 2 40 1.0 km #8 A/C comp I 2 AHU #10 3.5 ke 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kit 50 2 � 8 I 20 1.8 kw 1 #12 Pump 9 10 Drier 910 5.0 kw 30 2 II 12 1 20 1.5 ku #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 ku #12 Microwave Is 16 Refrigerator #12 1.2 ku 20 1 1 20 1.5 kw $12 Kitchen S.AC_ m is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. A 20 Recepts #12 20 1 I 120 1 1.2 ku #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 Its #12 26 1 24 Recepts #12 20 1 I 20 IA2 kw #12 2� 2g Recepts #12 20 1 I 15 #14 General Lighting 29 30 Recepts #12 20 I I Is - 914 General Lighting 31 32 Recepts #12 20 1 1 I5 - #14 General Lighting 33 34 Exterior GPCI #12 20 1 I is - #14 General Lighting 35 36 Bathroom GPI 812 20 I 1 20 #12 smoke Detectors 31 38 General Lighting #14 is I 1 20 - #12 Bathroom 4F1 39 40 General Lighting #14 15 I s are 1 41 1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Lightmg (3 watts sq ft.) Small. Appliance. Circuit(s)............ .... . . . . ............ Range ......... .................. ......... ......... ........ Refrigerator.................................................. Microwave ........................................................ Dish Washer ......................................................... Clothes„Washer....... ....................... .. Clothes Dryer Water Heater .................................................... Water, Pump .......................... ......................... Garage, Door .Opener ............................. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1,200 1 1,500 1,500 1 1,200 1,200 I 11200 1,200 1 5.000 5.000 1 4.500 4,500 1 1,800 1.800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,%L Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,94L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed PB Push Button Switch -.Cr Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof, ground fault interrupte = Light with Pull Chain (attic) ® Floor Duplex Outlet ©Gkimputer Connection Jack Q Carbon Monoxide Detector 4& Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack Telephone Jack c�D'Is c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 0 lntercom = JUNCTION BOX TO SUPPORT A PAN A/C disc. SITTING ROOM 129 CFM 129 CFM IOxIOx1 IOxIOx1 GREAT ROOM 88 CFM IOxIOx1 DINING ROOM THIRD BEDROOM 153 CFM 12x8x8 12xl2x9 MA TER B/A1­1 BED OOM I I 1 1 I I I I I I I I I I j I 153 CFM 12x8x8 12x12x9 I B/A I i"rLO i' 12xl2x9 T B/A as CF1 M 14" N 91 CFM I w - IOxbxb B/A = alanced2Air I III r- I II fir; Q II T I I I Vent thru - - 5 M I I 142 x+ FM 8x4x4 II ' 150 Electric Notes: # /O Aluminum Peed I Ya• Conduit PANEL "2 I. Use copper were onlgg, no aluminum. 2. Provide and wire aTl required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. AHu S. L. ALL bath and kitchen receptacles to be GFI protected. ALL 2" PVC (FPL exterior outlets to be WP/GFI protected. I Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1602to 2" rigid service PPL Bar s#eent��i�aare slab 10. A/C Refn Brant fines that are run thru slabs must be sleeved in AVC ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical NTS contractor, the completed system shall be fullg operative. - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testingg, and manufacturers recommendations which inspections including blower testing whrequred. ere shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction, 19. The electrical System shall be cam letel and effectivel y P y y 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' 0 ,1 ' I I o L ---�, ���IM IL" T 1 I 1 IF- % 49 CFM 12x4x8 12x12x9 B/A = Balanced Air SECOND BEDROOM 8x4x4 0 CFM I ---T /--- ITCHEN ILL CFM 12YAx1 Ate Aecess with light - J 150 Amp Panel GARAGE (-----------------� I I I I I I I I I I I I I I I I I I I I I I I 1 duration of the work. IL. Contractor shall guarantee all materials and workmanship free defects less from labels where applicable. 4YOUT of or a period of not than two years the date of acceptance or certificate of occupancy, or one 21. All equipment and panel sizes shall be verified before�IECH/4"N ordering. The contractor shall provide circuit routings Va­ gear from closing sale of house. Correction of defects shall be completed without additional suit the job conditions. = THERMOSTAt LOCATION TO SCALE: �� 1 / 4 = It 1'-0 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 by 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 and teleehone comoanu. 25. Dryer Vents to be installed per FBC RMI502 Vent thru --T�oPPIt Exhaust Duct Thru Soffit SITTING ROOM UV 1 5 1 1 1 GREAT ROOM I I' I I �I I DINING ROOM \.I THIRD BEDROOM 1 - 1 \ soaks / Carbon Manmade et � Combo under AHU O� IItz dbi/ N -SBCgND BEDROOM I Wire For Front Post Light WP CI E Center Post Light on aU This corner _ X Smoke / Carbon �O I O Mawwde Detector Combo PB Post Light with /Photo cell MASTER BEDROOM i 1 LO,SET 1 Ir xhrimn'silmnihm PEA 22" x S4' 1 Attic Aeea I with light I - - - I I y��.Full chain 4ight m attic OPTIONAL PANEL / / 150/ Amp LOCATION /Panel 42"h GFCI / =E) GARAGE// Garage II/ Door Opener (-----------------I I I I I I I I I I I I 1 I I I I I I I I I 1 I I Exhaust Duct T-hra Soffit Exhaust Duct Thru Wall WP GFCI Install oulet under disc. hot shown for ELECTRICAL PLAN SCALE: 1/4" = 1'-0" Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit Braden t Braden AIAe FA Wynne Building Corp. Date Drawn : Revisions : Sheet Comm 4 Architects - Planners GARAGE 2-20-19 411 S.E. Coconut Avenue OB 10' Carlton R O ale RIGHT Drawn by: 1 Tel : (112) 281-8258 SITTING C.C.U. _ Spanish Lakes St, Lucie County Florida 24 Montoya Fax : (112) 281-8283 E-mail. bradenaiaecomcast.net ROOM Checked by: D.R.B. Stuart FL 34996 #AAC000032 OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE_ _1' C,5ES ARE TO BE SET A' -0: ON CENTER EXGF_ AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanlor less A "0I degrees Tdg Lre� pia E CS' Truss 1,,St be set '. ,t, ,are used. Truss �s c1 e,rTDe, p3.r r"'� ,ny -�ot mmcl nsist crane ope,ato, sel3 t ws Lhls woy 30' to 60' Span SDreader Bar hag 4_ Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an 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. AI FR HAIV [=)pILEFR 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. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL- SHOULD BE SH- PPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUNT FOR THAT MODEL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL r` J1 J1 J3 J3 J5 J5 L GRA - _ __ —_ __ _ _— —7_77 ,iiiiiii 1 Al =77\ \ A2 'A A3 i 777777 0" ti 1'-10 1 /2" Aa / A5 'A I 1 AS 1 / A5 2. 12I T A A5 2.0 IN , \ A5 .. ,�. A5 A5 21'-4 1 /2" 13'-7 1 /2" ATA ATA ATA ATA J 1 I I j L__ ATAIle ATA ATA ATA /- �i ATA j �7' SETBACK BOSTON HIP TRUSS BH11 j i GRB r`s B / J3 N B B GRC i JC 7 JC I I _—I — %�// /, — 1--------I-------------------- - I I < Loll a I GARAGE RIGHT CCWeRJ.O{R 11 ME NO,BOEYELEn. ENN NEERM O O Y 24OC.THRU CORNERJACKe� se• �.�"it6'�. ONLY CORNER DETAIL OVERT ANGS NOT SHOWN FOR CLARITY i' CLOUZSED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM -,PLANS.,� n upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: VAULT The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shalt remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr ty and uplift loads and their rc rc five locations. Approved UFABRICAp InONIAGREEMENTaRETURNED ilia legal d=ton of the preperfy where the Wawa will be Installed Is: t. Ireeee will be made In strlq eCCordanCe wig, this truss lecement die re which la the sole aufhorlty for d.Isrr ning.auccaeaful fabrication of Ne W . 2,AIl dimenabno In this layout have bean veriAed by the untlerlgned, lagram layout, .3. Unless wrtttan notloe b seas. de Provided by cert10 mall to Chambers Trues within to �10) ys o/ delhrory We underlgned egress that no backcherges will be all In the swam to begin re°pale qulred, a ro subhambar° Truea shall have three (3) a ass days 1n when, 4, The undarelpnsd acknoweedgea iecae pt of "B � -03Csummer e b days 8 e. Deavary b to Job site, It Is tits buyer e'reaponalblllty to make the Job ilta aul bleC%r dallvery, Chamber Trues has rile wb authorRy to determine the suitability of the Job °Ha oY a pottlon oltha Job she for delivery, Chambers 7ruea w111 be reiiii afble for dump delivery only. The buyer la rosponslble Wr eddPoonal delivery expenses H ambers Trues he° t11 redeliver beesuw yob efts la riot preparod for delivery or buyer Is not prepared for d s ho Buyer le reeponal0le to Chamber Tnru for towing wets due to eke eontllUoii 9. Prbs ae shown In peregraph 7 below Is sub ry °f tn+esee. fhl! IaybuL A 560 per hour lee for reNelons may beq,e range H any changes are, made It) .7; Title I° r PURCHASE ORDER to IM y er,Tfguaatla thesumagreed to, or H nr;; Agroement a rewodabla price, Involve will ba made on delivery and paid within terms of net on delhrery. Invoice hey. be made at scheduled date bf delivery If buyer cannot accepf' delhrery of fabricated trutees, The underlgnad agrees to pay Chamber,Tryas reasonable attorney a fee for oollectyna In event of payment not to' made, 1.12 %per month servJ . oheige will be added for ell soma not paid -within terms B. Signature or Inldela anywhere on title sheet constihrtea agreement to all farms herein. B. In conelderetlon of Chamber Truss extending credR for this material the underlgned uncondWonalt guareMws payment when due of any and all Indebtedness owed to Chambers True° by any entity receiving mardq and the underlgned agrees to pay ouch Indebtednase Including eapma" fees, H default In payment for metedal be made by the regplem, .. or Pa In the avant of arty 2latlon wncemIng thla agreement, the Rem° furnished hereunder payments referred to herein, the, parties ogre that the Bole venue for any such anion will be Bahl Fuiga County, Flortde, 11. Design responslblll os are Per National Standard And Rio On On Raeponelbllltlea For ConsWcHOn Using Metal Plate Connected Wood Trusses ANSI/rPHwTCA 4 - 201. DATED SItlNED �'• =OR TRLE=�_ AsPfaederbartrt�rba per 1-03"fopn�yentb�tay&damage, Multiple ply trusses must be fastened together per engineering before they are set; (allure to do so can result.ln roof collapse. Temporary and Permanent bracing are required and can save life and property and Is the responslblllty of the truss erector. 'Study the contents of the Information packet Included on delivery before so ng truasbe 7i++sses must be set and braoad pe►deslgn m ptaga��, p�� & darrlage Trusses must be set plumb and square Do noEset bunks or stack of plywood, roofing material or any other cotiCentrated loads on trusses, this can cause collapse, DO NOT SET TRUSSES USING THIS LAYOUT USE on DELIVERED WITH TRUSSES TO SET TRUSSES CLAMBERS TRUSS INC 3105 Oleander Avenue FortPlerde; Florida 34982-6423 Fort Pierce n2. 00-551-5932 Vero Beach 40&2012 Fax 772.468-671 f 772- 6 -• nuaupeoe Stuart '"772-2863302 ' roe LCS" CnM . Braden $ Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA - - County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting 0 � `I RoofinMaterial Metal Roof °' _ Loadingin PSF Roof R.D.L. �8'-1" _ g, \I o Top Chord Live 2p w �d 0 Top Chord Dead 7 4.2 E , ° Bottom Chord Live 10 Non -Concurrent r `I Bottom Chord Dead 10 3 TOTAL Load 37 7.2 to o Duration Factor 1.25 2 Wind Speed 165mph H w Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2010 W Q 25 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the chambers Truss Inc. Drawing Name: M11356 Scale: 1 /4 = 1' 84 total trusses, 25 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:02/18/14 Revised:01/26/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON ROYALE / PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE _7 15 M 11356 a y Nonjoyot_