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HomeMy WebLinkAboutbuilding plansJul�Q dr y 12 4 SLOPE 8'-I" T.O.B. I Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roormg attached to plywood deck using #9 x 1.5" wood acrews 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 I 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach Pack to trusses using attachment detail on this sheet 2„ 2„ 5/8" thick light textured stucco on typical concrete block construction Dr 5/8" thick x 8"W cut coral finished stucco bands LEFT ELEVATION 12" 5/8" thick x 8"w cut .H. coral finished stucco bands '3 SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roormg attached to plywood deck using #9 x L5^ wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses uaing attachment detail on this sheet it=l1 Finish Columns with 5/E" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands ELEVATION NCT�=S: GUNGrrILtu Gull' Coast Supply and MFG 5v Crimp Metal roofing FL Willi rAG i cticIiS OR A(TACHMEIll 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" GRETHE RESPONSIEILITYOFTHE 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 C end r . fTQR QF RC9R11 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 . In field. Attach ALL MANUFACTURES LABLES SHOWING deck to trusses using attachment detail on this sheet U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12 'I HE5E PLANS AND ALL PROPOSED WORK SLOPE 14 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT e it BE NECESSARY IN ORDER TO COrAPLY WITH L hffLICA� �E CODES. a 2" --- -- r 12„ H. --I 'iT1'Tld77t"a:f_�fVlSl'lY. Fw1Es� , -'fl if s)(Wely u otki tt' © ----- .H. OvrE 2 l NS AND PETOT)T ATUST BE KEPT 01 O'-O" = Finised Floor - - - - - -- thick light textured / stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco 'Bands Into Window or Door. 12 SLOPE �¢ thick light textured stucco on typical concrete block construction ------------------------------------------------------- - - - - - - RIG HT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Dods Windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method TESTDesign Expiration D t Pressure of Approved Tests 1.2,3 t4 FL# 11499.2 Single Hung Series IBS MI Windows and doors L ipp. x cone uI m fna�,LptLon at MY ion sac corner and G�o.c. [hereafter thrOYgh PT buck into aolla filled CMU wall maintavung min 2.5" edge distance in strict adherence to the product a prwaL ± 60 per 16-0330.02 Overhead Garage Door Model 824/811 W- max width I6'-O" max height DAB x to eereret. black with with a 25 br vat. sane s/e x L' Mia NLC beaus aeha a n e' e.e. h I.75 da enhen girth mat 4' adore diatarrcs. IrataO track to buck s/Y' x 15/a' rm dread up Atreus m exh bracket mamtemme R e IS' adga diataee - GC to .tnety adha a to pradict epprwal 1"Vlde l/4' nut a, rawer Adts 10-9-21 + 50.01-60.0 par B FL# 16614.1 Fiberglass DesignPro/ Smoth Pro Jeld-Wen Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max from corners and 1.5' o.c. max thereafter in head and jambs. + 50.0 P5F C FL# 15332.2 SlidingGlass Door Series 420 MI Windows and doors x �1p cons w enetttion at max. ion eac�i corner end l' o.e. al �ou�le row t�iereefter through PT Buck into wild filled CMU wan maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ezp* tion Date Design Pressure of Approved Teats 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 in product approval. + 118.9 PSF _ Roof FL# 11651.12 SV Crimp Metal RooFing Gulf Coast Su I and manufacturing 2G 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 acing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4� ads laps and 4" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced G 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# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2' x 2" battens at 6' o.c. screwed to soffit framing using #8 x 33" wood screws at eachnkruss. Innailsstall soffit to battens using +55.0/-35.0 PSF Hurricane Panels FI# 150%.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" din. solid set lead anchors with I/4" die.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' = 1'-0" \ Finish Columns With 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roof ng FL #11451.12 26 ga. 5v crimp metal roofing attached to plywoo� 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 4 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb relt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. In field and edge$ with IOd ring shank galvanized nails into truss webbing. 12 SLOPE ,4 2" 8'-1" T.O.B. 2" O 5/8" thick x 8"w cut coral finished stucco bands f✓ ®®®®'. " = Finished Floor tU Finish Columns with 5/8" thick light textured WOOD 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" = 1'-0' '-� 5/8" thick x ll cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP I/2" drywall telling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at W' o.c. base -board 1 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 146 mph ultimate Mean Roof Height: l�I'�-q" Roof Pitch: 4:12 Internal Pressure Coefficient. ±0.18 SubJectal llty to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.610L Components it Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.6/-51.0 psf Roof Zone. 3. +20.6/-84.0 per Components t Cladding Wall End Zone Width: 3'-4" Components it Cladding Wind Pressure (NET) Wail Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes Are Components an Cladding Detal(s Provided? Yea Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: -BOTH:- NEITHER: ROOF LIVE LOAD: 31 par ROOP DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1.5_ oaf FLOOR- DEAD LOAD. 10 par JOB ADDRESS: GAS C � ill . _ ..._ . lTGF�I-I 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Pile Copy 'FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4° diameter 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 slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber Stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. All /2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 11 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix A3/8" ° 2'/s" 6. Drywall at ceilings shall be leveled and attached to bottom chord t�4 of trusses with screws per FBC R102.3.5. 0 0 1. ALL wood in contact with concrete shall be pressure treated. _7 Ill 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. y, 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 A. 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 IL, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0-12 watt per square centimeter. Exposed foam plastic Insulation I" x 6" 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 door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C19, C4�f5, C514, C630, C931 C40, C1002, C104-1,C111-1, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Nail sizing options for installation of dr wall into wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head OR /2 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080" da. xx 1 5/8" long with 15/44" head OR Walls Either Direction 16" 8„ -1 Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga 1 5/8" long with 19/44" head OR e 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either Direction 16" S. 161, 0.092" die. xx 1 1/8" long with 114" 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 3/1C tap -con with 1 i/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product al�krc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru 4108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin 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 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I, wood screws with self sealing washer at 12" o.c. max spacing over AS M 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 \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL Ie101bs. up ife (shop drawings by manufacturer) Aluminum Drip; Edge t Fascia V'-1/2" \R-30 blown fiberglass in bottom chord of trusses 7 T T drgwall with smooth finish 2" x 6" sub -Fascia Kalican full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #I Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings 1/2" drygwall over I" x furringg strips al 16" o.c, with R4.1 pi-fol 5/8" thick light textured stucco on typical concrete block construction insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) = m #5 bar vert. w/ 30" overlap at each filled cell ood [Base Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing mhall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6""" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I Grade IIII,Y„IIII„111 v, „III _4II 14 TYFICAL SEC70N 14" x 14" Concrete footing with (2) U5 :'ears cost. and #5 transverse bars at 48" o.c. L'1111 Head fixed door sliding door I/2" AREA CALCULATIONS Living A/C = 1+4� sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2' VTR JIL 1 I 1 2(' VTR Me2terr�� JiL Bath , 1Lv. 2" Lr Lay. 4' 1 2' VTR W.C. ahwr.Sher. . To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with Door D tall 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval Jamb a m b At Masonry Wall NTS Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54%s"x 63%4' Single Hung ZONE 4 2. 6'-2 %"x 5'-3 %" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 211,2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" I 54%s"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %;k 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-81, 14" x 81 %2" rr-r ;;:°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Q IT 2" 8'-6" 34'-O" 9'-6" 12" x 12" concrete column block filled with concrete and (2) #7 bars vert. tied into lintels above Covered Porch 14' -O" EGRESS IBM lJ Ei I I ICDI°E E EE MASTER 8'-0" to 9'-I „ A.F.F. OL BEDROOM Vaulted Ceiling 8'-0" A.F.F. Agh�v G R � A T Flat Ceiling ROOM o I I N 19'-8" R Shelf Vanity to be ° 34 high c�v H.S. w. r 8'-0" to T-8" A.F.. � L SET 0 2" x 6" knee -wall ° O E Vaulted Ceiling I below counter top (K I M rr r DiNING L ROOM i Dt a�R 8 Rod Shelf LINEN O A81NET O Q ro Vanity to be 1 x x� , SAT w O 34 %2"high I E � II'-03/4 9Y4 High all 3 K1I7CHEN Vent I ° i - N ger 1 thr ug rwall - - Ove7r ang 8'-0" A.F.P. Adh ° Flat Ceiling cv 10'-5" -O" I E O Upper cabinets to v extend over Ref. u 1 Qa R.r I 2" fillers ATH - - en� ® Q Rod t Shelf 8'-O" A.F.F. Flat Ceiling II'-6" SECOND BEDROOM rJ 4"� Steel Ballard d€tail Qn this sheet cess Provide auto fit1closer Q- Ln ' 150 mp OPanel BE ERGE a0 O r EGRESS EEO EO" 3'-1" O O 2" x 12" concre a column block filled C V E R 0 I concrete and (2) #7 bars v rt. tied 0RC into li tels above II'-6" 62" G,AR,AGE - 8'-4" A.F.F, O Flat Ceiling O iti r----------------- i Block wall in garage to be -------- 1 struck block I I I I I I I � I 5'-4" 4'-2" 2,_8, 2,_8„ 9'-6" 3' -4" 5'-41 Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and aill per product approval of wall --\ / \ Buck to be I" x 4" FT x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB. HEADER, AND D e t a I I at W i n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS A #IC o v Meter Attach buck to block wall with I/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall apes #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and D e t a l l at D oor prior to door attachment NTS Scale : 1/2" = I'-O" i Pile Copy STRIJCTIJEAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 10• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11• ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FCLAD�470N i"LAN I-L ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -f. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I #8 bar vert. at �8" o.c. max. Provide (1) filled cell on e4ch side of openings upp to S'-11" 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 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-3S 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 relnforclng bars. G #5 bar vert, w/ 30" overlap - at each filled cell = TYPICAL CTIONS 4" concrete slab with fibermesh OR CxC #10/10 WWM on Io mil Visqueen over clean compacted termite treated fill I111- - 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J JL./_i L= I/ 1 = I —V 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan X "I + , R, _a (2) #5 bars Cont. bottom steel 12" / DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete ' and (2) x7 bars vert. tied into lintels above Top of f 14" below R SCALE 1/2" = 1'-0" Verify house slab height in field �30"x30"xl6" concrete column footing with (4) II= 45 bars each wag 30 rl COLUMN ROOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR Cx4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E DETAIL SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxG" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill F.F. Grade qu 11% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'7O" 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 ��-s IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS a d 1,4'—(')" 20"0" °0° 03 0 --- � I Filled cell under - 1 girder above FI 1 0 ° I � I - Rear Patio/Slab �to be 1 1�LU poured separate L `) from the house slab. I o � Z to I �r Thicken footingg to 1 I 24"w x 14"d x 2,4"L a 0 I under filled cell FI 1 ° O O 1 1 1 O 1 ° 0 O 00� under girder bearing. 0r----- ---- — -- -- 1 Rear Patio/Slab to ° I be flush with bottom of sliding door recess. Slope 1/2" -a I of i FI I I� I I H.B. 01 4" concrete slab with fibermesh OR I 6 x6 410/I WWM on 6 mill Visqueen over 0 1 clean compacted termite treated fill I FII o �I I I� _i o I I I ° 0 FI .B. o ❑ TERMITE TREATMENT REQUIRED � I 4 -0aL❑ of � FI 7 1 W- 1 4"0 Steel Ballard ®filled w/ Concrete #I 1 I 8JI p�I 1 > I QJ �I I .� �o I 0 _U I p� r a�� a I I ��v I I E I I I E� I - I E,a t I 00In OO 1 03 / E I� 00 `u ' OL--_—_ IF5 cl "moo _—_—_ _—_--� ° cup U O T T � T T T O O I W ��I 00 _ I 1 CL "= I ° F4 O x zn 0 N 0t---- Recess for 8—� ° ° Garage Door 00 00 L- 3 F 6'-2" \12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above FOOTING SCHEDULE Mark Size Description FI 14"111 x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 81) THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" ROOF SHEETING ATTACH>IENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plggwood 4. Use nails or screws based on pressure for rocT stated in permit info box on these plans for zone 3 Kep Area Edge Field Fastener PMax. Zone I 6" 6" 8d ring shank 45 psf Zone 2 41r 6" Sd ring shank 16 psf Zone 3 41' 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf. ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan `$# 1 Rebar to Lintel 12"x 12" lumn Block Rebar Provide #5 bars 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. 8" Bearing - - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. divide PT Buck .ached per jamb ails into filled c 4" Pre -cast Sill \ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vertleg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 48 Bar Dla. "lin.Overlap TRUSS BLOCKING DETAIL t t a i1 m n t AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. 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 (type 2) 30 lb Felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c, at ail laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tts bara „`• •;..•'`..'• CLEAR Lintel Length Bar Length Clear Span uArr Bars Bars 2,#3 f i 2'-10" 2'-8" -6" none 1 1 1 r 3'-6" 3'-4" 2'-2" 2 Ua none 8F8-OB/IT BF8-1SAT BFe-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 tt3 none #5 bare CLEAR ^% d ?:' ? 4'-6" 4'-4" 3'-2" 2.23 none ;:;•^ One Row of "H" 5'-4" 5'-2" 4'-0" 2,#3 none ,;;;(':, '':"•`s Block Above ': 5'-10" 5'-8" 4'-6" 2,44 none . Precast Lintel r'.? 1 Additional 'fo 6-6 6'-4° 5'-4" 2#4 none #5 bare y ____ " �'-O" 6'-2" 2,35 none BPIL-IBAT BFIL-IB/2T 8'-4" 7-10" 1'-0" 2 u5 none NOTES: 1 1 ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required s ea. and=8" 3. standard for reinF. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rows of Block Above " " Bottom Steel Size Top Steel site Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-0 BF8-OBAT 1 #5 300 1569 1024 L31 2'-V 2'-B" 3'-1" 4'-O" BPS-OBAT 1 #5 2561 ISO 10 L45 i 4'-5° 5'-10" BF8-OBAT 1 #5 1106 9o9 339 L50 5'-0" L'-L" BPS-OBAT 1 #5 1238 835 121 L60 4'-8' T-L" 8P8-OBAT 1 #5 1011 121 534 LBO B'-O° 9'-4" BPS-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-L" 81!8-IB/2T 1 #5 2 #5 448 530 401 L90B T-O" 10'-4" BFIL-IB/2T ONE 1 #5 2 #5 1533 II03 401 LI00 10'-0" II'-4' 1 BFe-I15/2T 1 #5 2 #5 1 587 1 494 452 LIOOB 10'-0" II'-4" BFIL-IB/2T ONE I 1 #5 1 2 #5 1361, 1028 452 LI20 12'-0" 13'-4" BFB-IB/2T 1 #5 2 #5 411 420 324 L120B 12'-O" 13'-4" BFIL-I13/2T ONE 1 95 2 #5 1015 110 324 L140 14'-0" 15'-4" BFIL-8/2T ONE 1 #5 2 #5 1250 409 1 259 L160 I6'-0° IT-4" 8P8-IB/2T 1 #5 2 #5 300 192 194 L160B IL'-O° 1 IT-4" BFIL-I13/2'r 1 ONE 1 #5 2 1 #5 950 500 194 - 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" malls — ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kalican full o vent viniii soffit installed using 1/8' dia shank x 15" long galv. roofing naile with 3/8" dia. head per product approval - set chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 41 bare vert. tied into lintels above thicken edge to 8"xe" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor _s 1/2" thick stucco on attached to horaonti framing with nails or no lees than 1-3/4" homwntal wood framer into vertical wood fr Aluminum Drip Edge t Fascia 2.4,• Co crate Anchors Per Poured Concrete or Me uracturers specs concrete block wall I/4"Max. N jAluminum Panel Saes per manufacturer I ov' 211I See Tuncal Stud Detail I I I 1/8' x 3/32" Wing Nut w/ appropriate washer end spacing c `o per manufacturer's Detach a 043" rn 094' I � � I a I u � I L I I i I I I leis" I Stud Detail Poured Concrete or aTa concrete block wall \ Stud w/ Die Cast Zinc \Y Nickel Plated Wing Nut I/4' Concrete Anchors Per q. Manufacturers Specs Flush Mounted Shutter Detail nt5 Flash and Counter flash Nail ledger to gable end truss with (2) IOd IS at each web hi -rib lath vertical wood s to provide :ratlon into 3/4" penetration members 5/8" thick light textured stucco on typical 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. Step Slope per per foundation foundation plan — plan Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) eR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar coat. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 16" o.c. with R4.1 fl-foll -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onig proportioned _per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) O W Q W 2 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24rr o.c.) supporting Max.nto PP 9 aX. beam either wet set or in epoxy with 1810 lbs. uplift ETA 20 (22) IOd nails into truss. Add truss leg per detail on blockingg to this aheet NOW M0 MIA , WA Art, WOA FAA VA rA 111111111 We limil is 0 11 INWAO EMAd FAR WO ENO Gulf Coast 5=14 and MFG Sv Crimp Meta roofing FL #11451.12 Z. gFC57; crimp maZat Fooling woo a rews with self sealing w; to — r a 12 " o.c. max spacing over ASTM D [40%2) 30 lb felt underla4me installed With min. 4� side laps and 4" end aj).s stained with corrosion re�istant tin ca nd wit 1.25" rinq shank nails rN —Attrc Access with light mom IMIMIMIMIMIMIMIMI Ir ra N � L X � s O� N w m � � L 4- l__ R iU u7 o fa a U o O E = � LN L � F- s EC Brace Gable end with 2" x V SYP #2 min. — 8ft back nailed to bottom of top chords using (2) IOd nails at each trusall I FIII cell with concrete and ( � O O ROOF L Max.bar g shall not ex M. spacing shall not exceed 48" unless otherwise noted \ wood Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xC #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE III111111111111I I I I1111 I I I I III— 111 j 1 III � :=IIII��IIIIIIi, llll=iiil=iiil=ill ��i1i I�11- �1 7�plcal Section at Front porch Q,alo . 1 /1" - 1'_n" 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 e Cow PANEL "A" cirett Description Wire Load BR Poles 2 AHU ttld 3.5 kw 30 2 4 Poles BR Load Wire Description tire# 2 40 1.0 kw #8 A/C comp 1 3 2 30 4.5 kw #l0 40 gal. water HTR 5 6 Range #b 12.0 kw 50 2 7 9 e 10 Dr er #10 1 20 L8 kw #12 Pump 5.0 kw 30 1 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 3912 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator 912 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 17 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #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 1A kw #12 25 26 Recepts 912 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 20 #12 Bathroom GFI 39 40 General Lighting 412 20 I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Lgatts Total(Watts) General Lighting .(3..watts sq. ft.) Small Appliance Circmt(s) ... .... .Refrigerator ......................................... Microwave ..................................... Dish, Washer ...................... I ................ _ . _ ...... Clothes „Wa.sher,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, Clothes, ,Dryer ..... .......................................... Water Heater W.ater..Pump_ . . . . . .................. Garage. Door Opener 1135 3 1,500 5,205 2 3,000 1 12,000 12,000 1 1,204 1,200 1 1,500 1,200 1,200 1,500 I 1.200 1 1,200 1 5,000 5,000 1 4,50o 4,600 1 1,800 810 1,800 1 810 31,415 Total Watts First 10000 Watts m100% I 10,000 10,000 Remainder 21,415 0`40% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Leerd S Single Pole Switch ® Recessed Can Light SS Double Pole Switch ® Eyeball Recessed F6 Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E) Waterproof ground fault circuit nterrupter M Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector �2 Flood Light TQ Thermostat m Electrical Panel © Central Vac B Electrical Meter ® Smoke Detector Ceiling fan © Television Jack t ❑ Telephone Jack Ao oleo D A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light PKR 'LET- Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required, 14. All Work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shah be provided for protection against the public liability and property damage for the duration of the work. 16. 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 any other phase of installation that may have been damaged. H.B.i_ Vent thr_u S_OTrit--- MECH4NIC4L _,�^-.YCUi SCALE: 1/9.. _ I'-011 I-7. It is not the intent of these plans to show every 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. 18, 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. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24, All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 A/C disc. #2/0 Aluminum feed I A P 1 %2' Conduit PANEL 2"PVC ( 2" rigid service PPL I Hare #6 coppe wire to #5 cont. refar in slab 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 thru Rfit PATIO/SLAB /Covered Porch`, / 1 I I I / 1 / WP GFCI 1'1,ASTER BEDROOM v I / G I AT Smoke / Carbon - - - 0 M Monoxide Detector Combo M I (� GrCIII I - - N I I � I 16" H.B. N I ► EJZZ�'�LPSET II I N I 4G1.1 DINING N Exhaust Duct ROOM GFCI Thru Soffit G �I �F KITCHEN ISSI �� N - smpk� / Carper - u Monoxide Detector I I '}" Exhaust c Hines Combo BThru EM: / I7-all 224" \ \ DucW 71 H.B. M \ I / ®_ I - WP GFCI 50 M / Install oulet Exhaust Duct F U\ O GFCT under disc. Thru Soffit \� Fci - o not shown for - - - - - - - clarity ;D "h GFCI Q A/C i rw -1 I #I / enter > I 17' 22" x 54" I O b Attic Access / I g i L -with lightPC I N BEDRO Doi �a►JJ / V S B /\ I / \ Wire For Front Post Light wP GFCI \ P O'R-C I=r ' n Optional I 17L/ Amp panel location / Panel Pull chein / �C 1 light in attic / 42"h GFCI GARAGE Garage Door Opener r----------------- I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRC4L PLaN 6'-3 G Post Light with I Photo cell eter SCALE: 1/4" = I'-0" ,Attic Venting Calculations FBC 2309.7 Total ,Attic Space = 212,4 sq. ft. Venting Ratio VISO = 14.1( sq. ft. required Frovide ,A Continuous Vented Soffit A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED 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. f`C1NCI II T Rr.gl 30' Span or less A 30' to 60' Span Sprea er Bar 0 degrees or less erg APProx 2/3 to _� �_ 1 /2 10 T g Line span opprox. me 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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 A are installed. A AIR HAN�1_�R 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. U REPRESENTS A HANGER - — - ------ — — - - — -- -- Carrying In9 it er For Truss to Truss Connections see hanger/connectorTDome be as de tabs o schedule in engineeringe nails. package. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 f to M upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 to 1 z 2.00 B— t7 upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH ii Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT H 7R1988FA cANII eE STAWED U M 7H The Wd differ lon deer Probstt*m the "nu WO be r16kr41sd is; R a Eo . f:. Munn wel he tads In sm accnfdatncs will) Ihb btw pboatrd leepmt bynxd, . ididtis er riob ttutfrtgrta debnpiipp.surxotapi fd»pon der bttaes. : 2 M terpterwar N the byad have bean vadtad byer anlersgnd, drys dattrry fM udaslpad aPsp etlbd met b CBapmbars Tntes wthkt tan (tp) wit wnWn noew b tumldled Glarrie" that t M be ybtewssed.N tlr svrtt - o begin repeba ngsflrad a to subs" cam ft a I d QlrmbDW 1.as�l7ptl&t.• dal N tNHdt atad+rsodp4dBCS71-0Ttaaattayyraan byTP16 VVICIL btreey. Ch.rtb«e 7ttae hw me a b"e.' b mda er Job asump eutads to �oieon deal�saeWdWvery. Chatsban nn Fa thedthe Jobaaaoi■ Tr Wryer b esspaamb fw addtlersd dstvay 111 B Chvdrn Tor nas eauselob sae b riot prrpsrad tar daewny a buyw b pal propow far detvay orw.aee, uyw b responsible b Chambers Tnrs for bwtey coW due b sae & Pike as shown 41 DwaW'M 7 Dsbw Is subject to gsaptps Barry dwnpee ae,ntads . ii.nYyaiCA560 Perm teefafMelons meyWollagadby CXamhera Trttes.. b - 7: This -In a PURCHASE ORDER b Clwrsbers,Tmaa d tlr dun append lq a r . i ddwrdyr' Irlvo" pdoe. im"a tv® b. made on detvwy W pe wahN tame d rMK tea made at adredlded dale d d*jwy t buyw aasat pcceK nq sway a fabricated trusses. The udersigned appeal b pry chermbers.Ttup rseeat®ue be r Petd�t M'a'msc= wade. 1-Vd %par month saryjs A SlpnMs a ion ofahapa on die shed 11a uftlas ppesarrrd b e0 tame h weirL W'N calslderaem d Chembets Truce sraendi np asra fur ail metaled as underslpad . P+nnbas paymrrd when dud of dry and d itda6oednees owed b !lumbers Tnrs by flay ani fy receiving naterbl erred as tnedMs�ptod'spees b pay ,ucn Ntludbtp sly, rep face. B defadl N paynsart for materld be me& by the 10. N er evaM d dry oatoem6p fhb geemale. the tans iadahed hersudw PWP%tm pebned b herair. the. pertbs apse sat the epb vaaa tar any such emon we. Sank Were Coulb, Faida. . 11. Mdpt resporrWho am pw"Nalonat Standard And RW*WmwWed 6ddeiw on For 2auttlon Using Medal Pbb Connected WOW Tnaees = M11lntiple Ply muses must be fastened togither per engineering before they are"Ifailure to do so can resultln roof coWaPI Temporary and permanent bracing are required and can am We and Property and Is the niaFTudbMly of the buss erector; ,Study the contends of the Informadon packet Included on de0very before setting trusses. TKoommustboo4wdbracedP!�dasonbP btuW& Truss" must be set plumb and square Do riotimt bunks or stack of plywood, rooting material or any other concentrated loads on trusses, this can cause copapm DO NOT SET TRUSSES USING THIS LAYOUT AYOUT uSE LDE uyERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Pleree, Florida 348e24423 800-551-5932 Fort Pierce 7T2.465- 012 Fax Trz46 wii Vero Beach 772•5lrg-2012 Stuart -?n 2es4= t r °• i N 0. r The Arc 1's or Architect's representative's approval is NOT a _ "doI check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respe ve locations. '7 Approved By: 6-z5- l l Date: Braden R Braden A.I.A. P.A. 92.0/93.2 M11EK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0.� I Loading in PSF Roof R.D.L. m Top Chord Live 20 w Top Chord Dead 7 4.2 rI.2.I o Bottom Chord Live 10 Non -Concurrent o — — Bottom Chord Dead 10 3 of - I TOTAL Load 37 7.2 o Duration Factor 1.25 io Wind Speed 165mph w Top Chord C.B. Sheeting by builder. "—' :E Bottom Chord C.B. Sheeting by builder. v ~ Highest Mean Height 14"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By flu/y/,r— Date: 04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 7Vl"7®