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HomeMy WebLinkAboutbuidling plansFile Copy 12 4 ISLOPE 8'-l" T.O.B. c Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with selr 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 5" ring shank nails 'spaced L" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 2" 5/8" thick light textured stucco on typical concrete block construction 777777777. 2„ 0.4 or vow 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION In 5/8" thick x 8"w cut H. oral finished stucco bands `3 SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roaring attached to plywood deck using #9 x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 - _JI: \-5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8% cut coral finished stucco bands ELEVATION NOTES: WNCEALED FASTENERS OR ATTACHMENC Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 ARE THE R'tSPONS161LITYOfTHr 2( 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 QTAA�T�R�FA.p��R (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C 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 UFACTORS AND SHGCCOMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12 111CSC PLANS AND H..L SLOPE 4 ARE SUBJECT TO ANY CORRECTIONS REQUIRED DY FIELD INSPECTORS THAT [Aff BE NECEMRY 114 ORDF,R TO GOL1PLYY�ffH,�i I,?PL{CAl!'.1GOD ES. T.O.B. ■ thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on roof Plan - roof pitch at +12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval In writing prior to starting constructlon. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT ZEST Date Design Pressure of Approved Tests Ir2,3 t4 FL# 11499.2 Single Hun 9 g Series 185 MI Windows and doors . x gpcons yy mlrrl1 pp++n tlgn et me�c ram sac corner end L o.c. tl ereafter throJgn T Buck into wild dbd CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. ± LO per A 16-0330.02 Overhead Garage Door Model 1324/811 G'-0" max. height Dp B M11,1110 A- • =9 to ce1wre4 pim. imii Ad filled CeR wx. a s6 be Vert mpg f/Jr s 6' Hilt, HLC Sleeve enchars a a' ,.c. b ices/l7 �i89% a 11.1 V .crd'm-ewC'"braai`ei LOawrc m R d�/5L adpe ert memer- GCS arrctla seer, to wodart spprwe) 1O-9-21 + 5 /-LO.O of p B FL# ILCKI Fiberglass Smith Pro/ Jeld-Wen Pico 1/4" die. tapcon with min 1.23' embedment at 3" max from corners and 1.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors iC. z s+pcona w nin- pens ation at max. ion each corner and l' o.c. all(d%.' row throe ter throng PT Buck into solid filled CMU wall maintaning min 2.5' edge istence in strict adherence to the roduet a roval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Spuction Date Design Pressure of Approved Tests Mullions FL# I5353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 114" x 2 3/4' tapcons with min 1 1/4" embedment into each Mull Clip. Attach mull to clip using (4) a10 x 1.25" sell tapping screws per clip as shown in product approval. ::In + 118.9 PSF _ Roof FL# IIL51.12 5V Crim p Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using a9 x IS' wood screws with self sealing washer at 12' o.c. max seating over ASTM D (tips 2) 30 lb felt underiagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin cap■ 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 FLtt 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at I.' o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using 0-12' dia. x 1.5" Iona ring shank nails with 3/8" dia. head. + 55.0/-35.0 PSF Hurricane Panels FI# 1501L.2 24 Gauge Storm Panels Global Firgtection Products �LC Install using 1/2" din. solid set lead anchors with 1/4" die.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and IS" 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 ) .H. \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Finish Columns with � 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4" = 1'-0" ---- 5/8" thick x 8"W cut coral finished stucco bands -O'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top platerF"� 1/2" drywall ceiling on truss bottom cord 1/2" drywall on X 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L""" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Roof Height: ' Roof Pitch: 4:12 Internal Pressure Coefficient: ±0,18 Subjectlili to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: L +20.4/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +2OA /-84.0 psf Components t Cladding Wall End Zone Width: 3,_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-3S.1 psf Wail 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 Details Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --I-S psf FLOOR DEAD LOAD: 10 par JOB ADDRESS: cam T12 O .120PITCH 0 = Roof Zone I Walls Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 FLOOR FLAN ,H, CRASH POST DETAIL TYPICAL MOTES: SCALE 1/4" = 1'-0" I. Contractor t0 verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with Work. steel crash post. Floor 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 kal steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min_ 2,500 PSI concrete_ y' r,° ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 0 2,; lo. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. , 1. ALL wood in contact with concrete shall be pressure treated_ ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. 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 lastic insulation qof on I" x 6" P.T. Buck nailed to Halle materials exposed on the undrside the roof deck or the attic walls shall comply prior totdoorrsattachmend with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AO, { C1002, C1041,CII77, C1178, C12718, C1395, or C1396 and shall be installed according to the following: (FBC Ri02.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nall sizing options for Spacing of installation of drywall into Maximum wood Framing members 2" Nails Screws x min. thickness Ceiling Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nad OR 0.080" dia. x 1 5/8" long with Walls Either 1G " g" I6" Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" lloong with 19/44" head O 0.098' diameter x 1 3/8" long annular -ringed or bd cooler nail a OR Walls Either I6" e" IG " 0.0921, I 1/e" long with Direction /4" head OR Gypsum board nail 0.0915" dia. x 1 7/8" with 19/44" head. Install SGD 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 head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product akprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 accompanuing 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 #11961-12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 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 etaggered rows 12" o.c, n field. Attach deck to trusses using attachment detail on this sheet y Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) suppporting Max. 18lolbs. upllFt Aluminum Drip Edge !Fasciais 2" x 6" Sub -Fascia Kagcan full o vent vingl soffit i using 1/8" dia shank x 1.5" long roofing nails with 3/8" dia. head product approval - see chart sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cel-_� Grade TYFiCAL 12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R= 30 blown fiberglass n bottom chord of trusses il'?q-1/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each raw. Substitute ed precast lintel filled with concrete and (U #5 bar cunt. for bottom row over openings xl 1/2" drgwall over I" x furring strips at 16" o.c. with R4.1 Erroll nsulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. �o 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...) 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 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill mill- III I IIII���II_ - 11 I I 14" x 14" Concrete footing 14" wif-h (2) #5 bars cant, and #5 tr,ansverse bars at 48" o.c S E C T f O >� . Scale : 1/2" = 1'-0" 01I10 N.T.S. AREA CALCULATIONS Living A/C = 1446 sq" ft. Front Porch = 141 sq" ft. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq. ft. 2" VTR JIL I I I 21' VTR Master f� JIL Bath I 1L v: I 2" Lay. 4" 2" VTR w3�. JIL I I 2" 5hwr. Kit. sink 1 I Kitchen 2" I Lay. 1 3" W.C. Bath #2 shwr. 3" C'0 To Septic PLUMBING RISER EGRESS \ 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied O Into lintels above o ° Covered Porch 6 12'-8" O 00 l 1 1 1 13 1 l I l E E E " "E © MASTER e'-o" to 9'-A.F.1. BEDROOM to Vaulted A.F.F. OL Flat CellingGRAT RgoM I E I I Iq,_8„ Rod Shelf Van ty to be r 8'-O" to 9'-8" A.F. 2" x 6" knee -wall o SET Vaulted Celling I below counter top 0. I J O M rr DiNiNG I I ROOM I h 8„ LL - - - I" x 6" P.T. Buck nailed to O block with case hardened nails Head prior to door attachment p I fixed door sliding door Masonry Wall -�� Bottom Track Typical Flooring "=''✓ Sill Install SGD thru buck into block with 3/14" tap -con with S l l d i n g D OOr Detail 11/2" penetration at o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvalJdmb At Masonry Wall NTS UJInd ouw Schedule Mark Size Rough Coen. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3 ia" 54%s"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %' '15" x 63 j4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54ke"x 54Ya" 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 by contractor with manufacturers specs prior to construction DOOr Schedule I .F Rod i Shelf H M - I r Vanity to be /// 34 Y " L. 1./ ° g I I High Wall 'KITCHEN N - I-I/2" � p - Cverr aFg - - 8'-0" A.F.P. Ad, J o Flat Ceiling N � 4'-I" " 10'-5-0^ I SECOND ry BEDROOM I Upper cabinets to extend over Ref. R33rf. 1 a ViaY �enm ® •o vLF N o I N H. -II Batts euiation - 4"0 Steel Ballard a, W � I I, r�,ea-dgtcdi n this sheet >;t a 22" x 54" O 3 Atticcclight ss L_ I Provide closer auto m-- 22' 1 � m 150 Fa el mp B 0 E ERGEN Y EGRESS D01-coll 00 3'-1" O _ C V E R l[3 12" x 12" concre a column block filled nth concrete and (2) #1 bars vert. tied ORC into li tels above Install windows 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 amba and 20" o.c. max. Exterior face at head and sill per product approval of wall ^\ / \ Buck to be I" x 4" PT GARAGE 8'-4" A.F.F.01L O Flat Ceiling 1 O N r-----------------� Block wall in 1 i garage to be struck block i I I I I I i I 1 4A I I I 2,-8„ 2,_8" 3,_5„ q,_O„ 31_51, 5'-4" 15'-10" 34'-0" �`I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l a t UJ l n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - - -- -- - - Exterior face of wall ----\ 0 N N V7 1L s W f- Vent u as Nu- A/C O I v Meter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 4" PT Buck 2) NTS Braden t Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 5-9-11 411 S.E. Coconut Avenue Tel (112) The Grand Carlton GARAGE Drawn by: : 281-8258 RIGHT Fax : (712) 28�1-8283 E-mail: bradenaia comcast.net "C.u. Ce C. h b y: Spanish Lakes Stuart, FL 34994 UAAC000032 St. Lucie County Florida C) B. we thru jamb into buck and 15" o.c. max and attachment NTS Sheet Comm ii 2. 12-21 OF 5 uo Cf,DY STRLUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, & 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 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. 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, 5• SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN), PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLAD/470N f=L/4N 1-1• ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and i #5 bar vert. at 48" O.C. Max. Provide (1) filled cell on each side of openings upp 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 8. ALL Reinforcing steel Shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. u5 bar vert. w/ 30" overlap - at each filled cell ' TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Z11Ij1- 14"w x 14"d concrete monolithic footing with (2) 3*5 bars cont. IF 4 TYPICAL FOOTING DETAIL J SCALE 1/2" = 1`0" 4" concrete slab with fibermesh OR 6 x6 31`10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per . foundation plan 10" 12" DETAIL AT GAR 12" x 12" concrete column block filled with concrete and (2) #'I bars vert. tied into lintels above Top of Tooter 14" below finished floff, (2) #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-O" Verify house slab height in field 30"x30"AC concrete column footing with (4) #5 bars each way Thickenedgeto8"x8"with concreteandone #5 bar continuous GRADES SCALE: 1/4" = 1'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area Is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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 6 xb' #10/10 WWM on 10 mil Visqueen overclean compacted termite treated filluo•ru_ PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'- U5 bar vert, w/ SO" overlap at each filled cell Adjust curb heig thbased on gar. floor slope. #5 bar in curb SEE TYPICAL SECTIONS �/4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'O" s F.F. "" ii'illll� I4" F71 ld concretemonolithic th(2) #5 bars cont. C GARAGE CURB DETAIL SCA1 2" = 1'- 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 INAPRE OMIT INFO BOXOOR TOWON SHEET ND SEE PRODUCT D N T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell ColUmn NTS Filled Cell Masonry 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 Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (172) 287-8283 E-mail: bradenaia5comcast.net Stuart, FL 34994 UAAC000032 20'-0" — r t — —— — — — —— — o0 oo�-i------�--oo L IJ� L_J� 4 of ----------1 Filled cell under - girder above O I FI I m LU —Rear Patio/Slab trom the house slab. o be poured separate L F1 Thicken footing to „ 2 U r————— — — — — —— —�i— I FI � °I _; I _1 I—i l—i _1I I —i I �I FI �I ° 32'-8" 24w x 14d x 4L PI under filled cell 1 Q QQ I under girder bearing. Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I ❑ I H.B. JCleanco slab with fibermesh OR 6 WM on 6 mil Visqueen overed termite treated fill I 7 I I �I �I -'I i I I I� F---T i— Io I I TERMITS T( L°A71M N" r3 Q U IH 5 0 FI IE 4'-O" O o _ —� of -- FI r W— I I LJkL 4"0 Steel Ballard OI I ®filled w/ Concrete E I Q DI I ow P I o I I I I v�N I o f I I yE� I ° R I / ° I ��" o If- / ° I n� + I r - FI 00 `u I 00 O TTTTTT O IF5 c\pu I 11J wsz= 01 1 F4 ut o ° 1 uatr I ° o n J I I °�----P-4 --- r _ [7 t--__ Recess for Fb _O 0 ° Garage Door OO LO L- 6'-2" 3'-5" 9'-O" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wgnne Building Corp. The Grdnd C Spanish Lakes St. Lucie County Florida drIton Wc 0 I c FOOTING SCHEDULE Mark Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) 1*5 BARS EACH WAY F 8% x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" MODEL: Date Drawn GARAGE raven RIGHT Drawn by: �.c.u. Checked by: D.R.B. Revisions Sheet Comm # _ 12-27 OF 5 wmiI File Cow ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I 611 41, 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank 16 psf Zone 3 1411 4" 8d ring shank 84 psf ** Zone 3a C 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres§ure for r of stated in permit info box on these plans 1-or zone Provide 45 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 mortai Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for It. ovide PT Buck .ached per jamb ells Into filled c 4" Pre -cast Sill 1^. Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS 1biw Co crate Anchors Per Me ufac 1/4" Space Poured Concrete or concrete block wall � I/q"Max. Aluminum Panel Sizes per manufacturer - 5ee 2,Ypicai Stud Detel / v 1/8" x 3/32" Wing Nut w/ if i a appropriate washer and spacing `v or manulacturer's Details Nail 2" x 4" blockipg to vert. leg of :m a It °"' truss with IOd x 1.5 nails at " o.c. 4m o„• 1,5 Verify with Plan I _ v Install Simpson MGT into wall usingg w Concrete 12"x 12" N 5/8" dia. threaded rod set min. 12" a Lintel Column Block into wei beam and (22) IOd nails into trues s�reresanz�a-x� wmssl�®woe V#1 Rebar Rebar 48 Bar Lila. Min. Overlap Column to Lintel Attachment NTS Poured Concrete or I concrete block wall \ I it Concrete Anchors Per ri 3 L O C K► N G DETAIL Manufacturers Space )ER STRAPPING Flush Mounted Shutter Detail TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19!32 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv crimp metal roofing attached to plywood deck using 49 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 6 o.c. at all laps and two ataggered rows 12" o.c. in field. Attach deck to trusses using attachment at on this sheet Additional Precast Lintel berg r - .7 CLEAR Lintel ength Bar Length Clear Span n u A Bars n u B Bars A 2'-10" 2'-8" I'-6" 2,tt3none iL-"---.d �----d 3'-6" 3'-4" 2'-2" 2,93 none 8F8-013/IT 8F8-IBAT eFe-I15/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars CLEAR I'.i . i",,}�s 4'-6„ 4,_4,i 3'_2" 2,93 none ne Raw of "H" :; ' Block Above 5'-4" 5'-2" 4'-0" 2,43 none ir5'-10" 5'-8" 4'-C 2,44 none r t 9 Precast Lintel 5"-4" 2,#4 none i ';`•`..,' Additional ,r tt5 bars ____� T-6" -7'-0" 12" 2195 none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" "1'-O" 2,95 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required 9 ea. and=e" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel size Top steel Size Max Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load IPLF) L22 2'-2" V-L" 8F8-OBAT 1 85 3049 1549 1024 1_31 2'-6" 2'-8" 4'-0" 8F8-OB/IT 1 #5 2561 1363 163 L45 4'-5" 1 5'-10" 8F8-OB/IT 1 #5 IIos 909 339 L50 V-O" L'-L' 8P8-OBAT 1 #5 1238 835 121 L60 6'-8" T-0 8P8-OBAT I #5 1011 121 534 L80 8'-O' 9'-4" BPS-IB/2T 1 45 2 #5 152 691 512 L90 T-ON 10'-0 8F8-IB/2T 1 tt5 2 #5 L43 530 401 0013 T-ON 10'-6" aleli IB/2T ONE 1 #5 2 05 1533 1163 401 1_I00 1O'-ON ll'-4" 8F8-IB/2T 1 #5 2 It5 582 494 452 LIOOB 10'-O' ll'-4" SFII IB/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" IV-4' 8F1L-3/2T ONE 1 #5 2 1 1015 110 324 L140 14'-O" 15'-4" SPIL-IB/2T ONE 1 #5 2 o5 1 1250 609 259 LILO I6'-0a I1'-4" 8F8-IB/2T 1 #5 2 85 1 300 1 192 194 L160B IL' -ON IT-4" SFIL-IB/2T ONE 1 #5 2 S5 1 950 500 194 - 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 trues with (10) IOd x 1 1/2' Malls — ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip 712 Edge t Fascia 2" x 6" Sub-Ii i Kall full o vent vinyl soffit installed using I/8' die shank x 15" long gale. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert, tiei__ into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of Tooter IL" below Finished floor 4 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web I I I�—.ler6" Stud Detail Stud all Die Cast Zinc NITS Nickel Plated wing Nut i/,• nt5 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 e 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 d an _ e) :3 X Q) U N 0 o CL ul a t d) di O � U a p O ia N u� ` N \R-30 blown fiberglass Q 1/2' thlc stucco on 3/8" hi -rib lath in bottom chord of trusses attached to horizontal and vertical wood framing with Malt or staples to provide 1/2" drywall with smooth finish W no less than 1-3/4' penetration into horizontal wood framing and 3/4' penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) #5 bar Cont. in each row. Substitute Brecast lintel Filled with concrete and (1) #5 ar Cont. for bottom row over openings 1/2" dr wall over 1" x Purrin 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 ( 24" O.C.) supporting Max. into beam either wet set or in epoxy with (22) IOd nails into truss. Add blockingg to 1810 lbs. uplift ETA 20 truss leg per detail on this aheet moqo 100 40 IN MAN I IN F, For 'Alf— EAFFAN Ave, ;APA, WN I We, MWE00 MIN All oil J is WWI 'Age LU00 screws wit . In self sealing III Sher at 12" o,Z. max spacing over ASTIM 0 Ipe 2) 30 lb felt underiagni installed with min. 4' side laps and (" end IIned with-corrorion rez.-'a—tant tin capa and with 1.25" ring shank nails L with light SLOPE ]-4 min 5/8" thick light textured stucco on tgplcal concrete block construction strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per PBC R102.3.1 Varies - see plan i �D and shall meet all pertaining ASTM codes. Mortar to be Type "I onlpp44 proportioned per FSC R601.I MortarI #5 bar vert. w/ 30" overlap and all ywett with ow8rs, at ex.G� tuba etc...) at each filled cell FIII cell with concrete and Rear Patio/Slab to fU #5 bar vert. (typlcaU. O O be flush with bottom of Max, spacing shall not exceed PLAN to a � t X 00 L olu N v�� aa A t La N f6 to U d O ag) 03 Ec= — N1Q`r ter' 4 F_ L #1C Brace Gable end with 2" x 4" SYP #2 min. —8ft back nailed to bottom of top chords using (2) IOd nails at each truss Is sliding door recess. Wood 4811 un eas otherwise noted Base ssee pacingnattopenilan ngs notes for — OVERHANGS AT 1'— O UNLESS OTHERWISE NOTED ON THIS SHEET Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET /cl an coin WWM on L mil treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER a Slope per foundation plan w clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E _ _ ___ _ _ _ _ _ _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. III-1 IIII=IIIIIIII-IIII-IIII _=IIII=IIII ,lll�— - ALL TRUSS TO TRUSS CONNECTIONS BY IIII=IIIIIIIIIIII=IIII=IIII IIII III— III'- TRUSS MANUFACTURER III ,.. . «. _�Ii-�Ii .IIII=IIII=IIII=III 14111 Ilil- F1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 0 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 11j1 ii—ii-llll-IIII=1i1 1=3 T�plcal Section at Front Force - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = I'-O" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" circ# Description Wire Load BR Poles Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #L 12.0 kw 50 2 'I 9 8 10 Dr er 1 20 1.8 kw #12 Pump #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 412 2 kw 20 1 1 20 1.5 kw #12 Microwave is 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 I 1 20 IA kw 912 25 24 Recepts #12 - 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 34 Bathroom GPI #12 20 I 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 - 20 1 s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description CQt Watts Total(Watts) General Lghting (3, _watts sq, . ft) S.maII, ...... liance. Circuit(s). . . .............. I .......... , ... , , , Range ......... .................. .......................... .Refrigerator , , .. , , . , ......................................... Microwave ................................................................. Dish Washer ...................... I ...... ............................ Clothes ..Washer ............................................... Clothes..Dryer................................................ Water Heater ................................................................ Water Pump ................................................... Garage. Door, Opener,..,..,. 1135 3 5,205 2 1,600 3.000 1 I 1 1 1 1 1 1 1 12,000 12,000 1,200 1,200 1,500 1,500 1,200 1,200 1,200 1.200 5,000 5,000 4,500 4,500 1,800 1,800 810 810 Total Watts 31,415 First 10000 Watts 6,100% 1 10,000 10,000 Remainder 21,415 `40% 1 O 10,944 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps l�ctrlcal S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed FB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light ==Q I Special Receptacle O- Wall Mounted Light =E) J.P. QFQ Waterproof ground fault circuit interrupter Light with Pull Chain (attic) --PC® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac iH� Electrical Meter ® Smoke Detector Ceiling fen © Television Jack ❑t Telephone Jack A Ds, A/C Disconnect 2 x 4 Florescent Light ® I x 4 Florescent Light ® FsP-KR1 Speaker Hook -Up ❑i Intercom = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, 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 Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg 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 shall 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.4- Vent _thr____ u .S7RFIt I"-C��/4N1^4L L,4 CUT 11 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 bg 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 i=MT conduit. 25. Dryer Vents to be installed per FBC RM1502 ___ Vent_thu_ Soffit A/C disc. ISO #2/0 Aluminum feed AMP I i/z' Conduit CB � PA EL IF-P2" PVC ( 2" rigid service FPL Bar#a5#4 c PPebawi a 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 H.B. Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB / Covered Porch / 1 1 1 I / 1 WP GFC(P I \ / MASTER BEDROOM V V ry / I / G I AT Smoke / Carbon - - - - - R OOP M Monoxide Detector T' Combo I S I M I I __ _I I� I II 0 LQSET� II I DINING GFCI ROOM I ---T I / \/ G GFCI GFCI \ I i I \� I KITCHEN 1 Monoxide DetectQorr J c1 Hines n / Combo M 1< � \ So M F ` GFC � Fcl rW enter Q. �S-ECOND BEDROO�1 � / V ter/ e �\ I / \ GFCI / \ \ tQV ERED P 6f-C ✓� ' n u- Post Light with I Photo cell .H)`112'h GFCI %mm ■ File Copy Exhaust Duct Thru Soffit 1 4" Exhaust Duct Thru Wall IWP GFCI Il' 22" x 54" Attie Access L with light J / Optional A 1510 Amp panel location I / Panel PUII chain / 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 I A/C #I eter Install oulet under disc. t shown for clarity SCALE: 1/4" = 1'-0" Total Attic Space = 212� sq, ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit File COPY A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRU551=5 IVIUJ I Dr — FASTENED TOGETHER PER ENGINEERI BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMII 0 IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A 0 degrees Spreader Bar or less �_—_ 1 /2 _� Tag r_Approx 2/3 to---► span opprox. Line 1/2 of Span Fog Line REFER TO SCSI REFER TO SCSI Truss must be set this way if crone used. Truss most be set this way if crane used. This is on example, truss may not match. Truss is on ..ample. your truss may not match. Insist crane operator sets truss this way. ,slst crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A AIR HAN�L—ER NO'TIF= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR ANY OTHER A/C REQUIREMENTS. THIS SIN THE OL FOR MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. V REPRESENTS A RANGER -Carrying Girder For Truss to Truss Connections see hanger/connector 'rNaulsmustb as tabs schedule in engineeringe nails. package. �....ie.l Tnrcc 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 CID to upset=l/4" heel=315116" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 ­_� e$ 1- 12 2.00 ITupset=114" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH L� Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers �► GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT TRill = CANNOT BE sGR ED tarM TMa Aematisglr.el $$=ED & RETURNED Tie laed dsaeufpem cfft propartfuimv the meow wa beb b" k The r:.T vA `t be me IInwict aordarue wah tee boas pl.tanteut Y iol=tosole aMo* for determiig.stuoemalebbrlwlond ltetisee illonan ' ZAr drnwtslww b 96layout haw been vaned bygo tend rag ecL .S. Udeie written nolbe le provided by oettlled met b t7mnbsrs Tnas trttih ton (1e) drys a ddvay the adwstmd egses eW no badc4 -, wn ba Yard.-b as .rant audit wdisn notice b lsolihood C sontom Togs shill have Anse (A days b w hill b tasks repelts reWred, or to aam¢e anecawsae,.t awroas adllDi<- 4. The adanlaned adabwledeas tscelpr d"BCSI 1-01° summryaMd byTin a wroa -& Ddvay la b Job atla. a Is tti btyeft'respon-wit, b mob tM Joe ats anRdtle far delvery. Clnerrnbera Tnues M the sob aulhwly b dstamia tin sOebigr o(tls Job ats oya ppol9mt 4 deevwy Tows wa be rstpwabl. Tor dimp delver odY• Closernboon; Then has so roodswer bekwue.lab.te N riot prapeted for dNvaytor additional � p � n t prsgnd br Qtyer 6 Mspwobie b Cfnartbas Truro brfowihp Coss due b a6 mMtlwa, & Pdw aoshown h paragaph T babes Is WAOd b Urops r err chenW are.atads h 6tli:leyouLAMPertic tr rsadone nanybedtargedbyChetnbws Tmp, ' T. -Mills, Is a PURCHASE ORDER to Chambers,Tnw of the aim aped to or r iplsanad a rsaaieNe price. bvobe will be Made on delivery d ry apeld wai n lamd s bn dolvay. Invoke Tar. be stadia at scheduled dab bf darner r buyer muM ea;W de0uar d tabdwlad tnleses. Ths t.daderhsd .gam b pay f�hambers.Tltues eeesarhible aMmn'syls he for too-- w In wad d prtyrrhaht not tlnay made. l-1R per rowel saJyce caigs will be added for d some; not pddheatin tams. . & SlWahaa r kOub aryrdsre m $* d" QmNMAa *Woomwd b d tams herob, & b cersldardlon of Chambers Those extending all for tea mstald the undersigned unodhditlwaty ptuvanba payment when duo of any end ON Mahla6ness owed to Closombae Toss by.any aft rekeiWg maOaW and ra mdaslpsd'apraw b per a ch Mdabladtwses bcurtbg xt mays sees, r delarst In paymai for rraDedel be made by the 1r' 0. b evad d any 11111011411111 Concerning We moroseness. " Rionts bmWad haaada r psyrnsnia refaced b hwai4 thapades Wee tw oo 4os vo e a wry anon awm wa be Sobt tads Cotsry, I'loo 11. Design rosporsib=ss as pr-NWmW St=dard And RettaroandedOuldeiae On RWFr Cwkauc6on Using MeW Men Cornscod WaodTrsses 200Y' •'. DATED ��► . FOR TIfLE Aspreatlerblarmaybereg"per"BCSI wiloprovatkjay&tlattaa - Wultple ply tun" must be fastened iogitber per engineering -before they are sat, fagtne to do so can nesultrn roof collapoe. Temporary and pemunent bracing are rsqulred and can am Wfa and property and Is the r6sponslbift of the Anse f redw. Study is contents of the Informaton paelpet Included on delivery before settling tnrssis. TrUo smudbemtandBracedperdWobpeuet"&damage Trusses Hirst be set plumb and squprs Do riotimt bunks or stack of Plywood, rootng material or arty other cofiCeMrated loads an trusses. this can cause cogaptts. DO-NOTSET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED Vil TRUSSES TO SET TRUSSES r i I Y } r CHAMBERS TRUSS INC _ ... �go�l . Abbe- 3105 Oleander Avenue FortPlerdeto Fioirtda 34982-6423 800-551-5932 Fort Plial "Z.485-M12 Fax TT2.46WIII -Y0nt 'Vero Beach M-511912 Stu''1TY286.1k102 "The Archiiecf's'or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible - for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respec a locations. Approved By: 6 — $— Date: Braden &Braden A.1,A. P.A. 92.0/93.2 MITEK 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 TV'I �' Loading in PSF Roof R.D.L. Z Z _ Top Chord Live 20 Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent o c - Bottom Chord Dead 10 3 ;I TOTAL Load 37 7.2 ro -• It of Q Duration Factor 1.25 Wind Speed 165mph `—° Top Chord C.B. Sheeting by builder. a :E Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14r-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W Cn a 13 TRUSS DRAWINGS ARE A-ITACHED 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: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:XW- /%/,J— 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 7 y7 W M 11323