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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 211151.12 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 underlagment Installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE •:: ---------------------------------------------- 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911651.12 26 9a. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced c.c- at all laps and two staggered rows 12" o.c. in fie deck t trusses using attachment detail on this sheet SCALE: 1/4" - 1'-0' IXI FH. 3 5/8" thick light textured stucco on typical concrete block construction Ili 5/8" thick x 8"w cut coral finished stucco bands Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, SDding Doors, windows d: Skylights opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method T�g�"ration Date Design Pressure of Approved Tests 12 3 114 FLU 11499.2 Single Hung Series 185 Mr Windows and doors row • ' cor or and iwooct Issuer thro sZr"1 2. k°ontto wl`d filled Cflu call maintaining min 1.5 edge dstamee in strict adharonce to the prodoct approval. ± LO pat A FL# 15311.1 Overhead I Garage Door lodel 624/811 '-2. x IL' sex ctional garage door DAB ri 'v-c w OTF ia, A Hd'w siL«. a "Mop" �.. r °i s 'x" i i li"fr4• ee"c "a,ia aa`°ob nrntarins q ws - o to to +36.0/-44.0 PSF B FLU 16L14.1 Fiberglass Doman Pro/ Smooth Pro Jeld-Wan Eko 1/4' die. tapcon with min 1.25' embedment at 3' max from corners and 11.5' o.c. max thereafter in heed and jambs. + 50.0 PSF C FLU 16332.2 Sliding Glass Door Series 420 MI Windows and doors ai x d y�eons ens aeon ae max T'iS'e°Cek ` r wobd fill d aMuawalllmeintelr'"anpt s f to ge istence m strict ad�ronce to t o product approval. + 48.2 PSF - Product NOA/FL NUMIM Model # Manufacturer Attachment Method ration Date Design Pressure of Approved Tests Mons FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMy 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" sell tapping scrams per clip as shown in product epprovsl. + 118.9 PSF ROOF FLU IIG5I.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plguood deck using #9 x 1.5" (t a 2) 30wlbh felt scaling washer at with minx ,pacing sioverASTMC an laps �!I laps laps fastened with corrosion resistant tin c ga and with 1.25' ring Shenk nails rced L o.c. at all laps and two staggere rows 12' o.c. in field. Attach k to trusses using attachment dotal an roof plan - 108.5 P$F Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install using 2" x 2' battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0-120 dia. x 1.5* Iona find shank mail& with 3/8" dia. head, +55.0/-35.0 P5F Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchor* with 1/4' dia.-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 ) 12 SLOPE 14 COVERED PORCH 12 4 1 SLOPS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o_c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin capa and with 1.25" ring shank nails aced G' o.c. at all laps and two staggered rows 12' o.c. in field. Attach eck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2214 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all tape and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb fait using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 Finish Columns with 5/8" thick cut coral finished stucco bands 2' x 4" top plate II 1/2" drgwall ceiling on trues bottom cord 1/2" drgwall on 2" x 4" studs at 14" o.c. base -board 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non-BearinQ Partition 4 1 SLOPE III ■ A 12 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0' FRONT ELEVATION SCALE: 1/4' - 1'-0' A 12 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0' FRONT ELEVATION SCALE: 1/4' - 1'-0' OZIZ- a� oavv o _W U m W V U W J �O� U ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING: INFORMATION DORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Categorg: II Wind Velocity: I0 mph ultimate Mean Roof Height: IIII'-OO' Roof Pitch: 4:12 00,9Cr Internal Pressure went: ±O_Is SubJectability to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-f" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LWL Components I Cladding Wind Pressure (NET) Roof Zone. I. +20.L/-32.6 pat Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.6/-a4.0 pot Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/41.8 psf Walls Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? - Roof Zone 2 ®Walls a Zone 5 Are Components an Cladding Details Provided?Yes END ZONE Minimum Sal Bearing Pressure:2 500 Pal, Presumptive: X By Test: pal SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 3-1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _6- ipsf FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: FLOOR PLAN 4 CRASH POST DETAIL AREA CALCULATIONS = TYPICAL NOTES: SCALE I/4" I'-O" 1. Contractor t0 verify ALL notes and dimensions prior t0 34" high by 4" diameter N.T.S. Living A/C = 1,124 sq. ft. proceeding with work. steel crash post. Floor Flange - Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with 4 3/8" expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... t0 have slab 13/8"t 50 ksi steel plate) Front Porch Total = 96 sq, ft, a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. `"91Total = Under Roof- 2,485 s ft. q S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �6" 2%2" 2;6 ,21, ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 1, Total Volume = xx,xxx sq ft. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,„ ° (o, Drywall at ceilings shall be leveled and attached to bottom chord 3,a 2�2" , of trusses with screws per FBC R-102.3.5. p 2� Attach buck to block mall with -1. ALL wood In contact with concrete shall be pressure treated. ° ° 1/4' dia. Elco conc screws with min.0 11/4" penetration at 12" o.c. max Ir 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �„ and 4" max reach corner thru Exterior 2" x L" PT Bck 9. ALL plumbing fixtures to be low flow. d well " 10. Contractor to Provide Drain at water heater in accordance apes with the current edition of the Florida Plumbing Code. ll. Contractor to Provide a 2'-8" wide door at one bathroom for #8 wood screws thru jamb into buck handicap accessibility requirements. i " 2h i " 2� at each tinge and 15' o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department NITS surveyor t0 Set In field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL LOCK PRIOR TO BUCK INSTAATIWater Heater Install windows thru buck into block with 3/I6' tap -con with I I/2' penetration at L" o.c. max. 15. Wall and Ceilingshall havea flame -spread classification of not greater than 200 er FBC R3O2.9,1 from each corner and 20.' o.c. max p 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per thereafter at jamb* and 20' o.c. max. FBC R302.9.2 Exterior face at head and all per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Muck to be I' x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514. C630, C931 I'x4' P.T. Buck nailed to A.0, C1002, C1041,CII11, CII-18, C1218, C1395, or C139L and shall be installed lock with case hardened nails Detail t w d to window attachment according to the following: (FBC R�02.3.5) a I n ow s prior Masonry Beam Drywall Framing Max. spacing 1" x L" P.T. Buck nailed to / NTS block with case hardened nails Thickness Locution Orientationtion Member fastienar Nod sizing options for Spacing of installation oP drywall into 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AlU.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-78 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompangino smoke E developed index not to exceed 450 When tested in accordance With AA 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24ga. 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 6" and laps fastened with corrosion resistant tin caps and with 1.25ring shank nails spaced L" c.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 et each truss with (10) IOd x 11/2" nails ( 24" o.c.) supporting Max. IBIOIbe. uplift `I_ Aluminum Drip Edge iFascia /- 2" x L" Sub -Fascia Kagcan full o vent vinlil aoffit i using 1/8' dia shank x 15' long roofing nails with 3/8" dia. heat product approval -Mee chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade #1 12 4 - TYPICAL SE PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) l ' \R-30 blown fiberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 11:5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont_ for bottom row over openings 1/2' drywall over I" x furring strips at 14" o.c, with R4.1 5-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. io Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1, Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #S bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base age foundation plan notes for spacing at openings 4" concrete slob with frbarmesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill F. III01111 �IIIII;; IIII- 1I1 1II II1 14' x 14" Concrete footing with (2) #5 bars cont. and #5 / I O transverse bars at 48"o.c. Scale : 1/2" = 1'-0" Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L' o.c. max. /from each corner and 20." o.c, max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at L" o.c. max. thereafter atnsill perr prooductcapproval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ,,, Masonry Wall 11/2-7 Bottom Truck ----Tgprcal Flooring Sill Install SGD thru buck into block with 3/IL e t a i l " Cap -con with 511 d 1 n Door D 1 1/2" penetration at o.c. max. g thereafter atner aniambsdper0product approval At Masonry Wall NITS Jamb Window Schedule Mark Size Roucih Open. Window Descrl tion PRESSURE ZONE I. 4'-5%a"x V-3 %a" 54'.1x 0;41' Single Hung ZONE 4 2. V-2ka"x 5'-3 W 15' x 0 %," single Hung ZONE 4 3. 2'-2' x 3'-2'/2" 21h"x 38%` Single Hung ZONE 4 4. 3'-I' x 6'-3%" 38' x G3'/4' Single Hung ZONE 4 5. 4'-5y; x 4'-2 %" 54 ke'x 54 Y8" Single Hung ZONE 4 L. 2'-2" x 2'-2" 1 25" 24 %" Fixed Glass -Tempered ZONE 5 ALL Windows to be nluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" toe" x a4" Overhead Garage Door ZONE 4 B 3'-0' X V-8' 41' x 83 Fiberglass Panel - Inewing ZONE 4 C 5'-0" X 6'-8" 14 x 81 �" yr hot " I Sliding Glass Door ZONE 4 D 2'-O' X L'-8" Solid Core - Wood - L-Panel-Bi-Fdd Finished 24' x 81 h" E 2'-L" X C-8" Solid Core - Wood - L-Papal F 3'-0' X V-8' Surface mounted S.C. - Wood L panel over 32' drywall opening G 2'-e" x 4'-8' x I N' Solid Core Wood. Steel, or Maamte Door H 2'-8" X 6'-8' Solid Core - Wood - 4-Panel J X-L" X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Braden t Braden AAA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net L T iv tv Winne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida EGRESS 12'-8" MASTER BEDROOM 8'-O" A.F.F. Flat Ceding Vanity to be �34.5" high I I e" O Rod t Shelr �CL05ET 1� l in I _ JUNIOR m MASTER in BEDROOM 8'-O" A.P.F. Flat Ceiling z Opt. PATIO SLAB 35'-0" 21'-0" 9'-4" 12" 9'-6" COVERED 4_-7-� PORCH I I 201-8" I 1 I GRE.1 T ROM S'-O" to 9' 18" A.F.F. Vaulted Ceiling I I I I 4'-1" 15" Align cabinet with outside of ra', wa �R-II Batts __ Provide Auto Closer on Do r - - -- 4"4 Steel Ballard 22" x 54" See s detail on l4tLc Access i with light L_____- 5 2 Imp 2 CAR ry GARAGE Q V-4" A.F_F. R-II Bi ling - - - - - - - - - - Flat Ce--- I I I I Block walls in Garage I I to be struck block I I I 1 1 1 I I 1 I 1 I I I I I I 21'-O" vert. tied into O 4'-3" 0 BAR TOP - \Peia=ret 1 0 o n t1 I (LINEN CASINET I I We vwte 1 I Vanity to be KITCHEN o O 34.5" high 1 8'-0" A.F.F. O p I Flat Cad ngg Upper cabinets to extend over REF l REP. D Q - JQ OPlmNING - � 5 andva Tit O 34to to WDER 0 GEapace4. ® Wdoor I- spc%ee NI F i space w in NOOK QI I p H.B.o 5'-8" I T tt6 8" i HO WI N in a MITo 4) o o+ri LAUNDR I Q 5'-O" iv 8 TEMPS H� In line with door 3'-10" s to laundry COVERED PORCH A 2'-8" alE 14'-0" 3'-8" II'-8" 12" ffff 3E � 22'-4" T 12'-8" 35'-O" MODEL: Date Drawn Revisions GARAGE 4-2-19 LEFT Drawn bg: C.C.U. Checked bg: D.R.B. Sheet 2. OF 5 Comm # 1B-s'4 NON-IMPAi ZD I 1CUL.. I UlC/�L IN�J I >=.7: 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 P51 OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED. CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION fL.4N IV 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. II, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-1111 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-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap — at each filled cell t� 4" concrete slab with fibermash OR Vxk" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I 14"w x 14"d concrete monolithic footing with (2) #5 bar& cost. II��I TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 61fx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill US bar cunt. Step per Q foundation plan :Y iv :q 10" (2) #5 bars cunt. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top or footer IG below finished floor IL' 301#x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ b SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS W 14"h Wit x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 4" concrete slab with fibermesh OR VxL" #10/10 WWM on 10 mil Visqueen over fill 4" concrete slab with fibermash OR VxG" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill err Ai-\ I i i ii I 1�14"w x 14"d concrete monolithic footing with (2) #5 bars cont. Tj% GARAGE CURB DETAIL 2" x 6" IT wood secured with \ 3/8"dia. x L" 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 NTS IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 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 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AAA, FA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 OB E-mail: bradenaiaecomcast.net Stuart. FL S4994 #AAC000032 H.B. I® 4 I 14'-0" i 9'-G" a 4 ' 12" 9'-9" 12" L1+ i -- -- i —i i i i i Q© D O --- N --�----� ------------- " I I I 12" x 12" Concrete column 1 block Filled with concrete and 24„ p = (2) #1 bars vert. tied into W lintels above I f J °- Rear Porch Slab to I be poured separatelg I n 1 from House Slab. N 1 I � Thicken Footing to I I 24"w x 14"d x 24"L I p n I under filled cell 0 0 ©W O D 0 G under girder bearing_ IFI L—————--——————— — ----� E I FI Rear Patio/Slab to Fi be flush with bottom of I sliding door recess. Slope I" I I I� I li r- I I `- I I �- I ,c I Fl I I i I I I FI 1 i 4" concrete slab with fibermesh OR I i 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I �_ o I li I I `- ol I© I I I la I I I FI I al _i I FI 104 it °I I 4'-O" I OE Io I I M Q1 0 ----- ©-- 1• in I H. 0-a" I 44 Steel Ballard o IQ tsus ee s�etl an I POanal p I I I " 4" concrete slab with fibermash OR 1 1 O L xL11 ® n #10/10 WWM on L mil Visqueen over I p clean compacted termite treated fill 21'-0" I I I FI = ul o o 001 we o _ Q -- W O W nne Buildmg Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida I A -4 I I FS 21'-0" p— — — — — — — — — — — — — — — — — — � p 4 4 02 Recess for pp ©©--------- :'� arage oor IG'-O" I 22'-4" 35'-0" MODEL: Date Drawn Revisions 14-2-19 GARAGE Drawn raven LEFT by: C.C.U. Checked bg: D.R.B. Sheet 3). OF 5 Comm # I8-54 NON-IMPAi ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall e = ) 51z 8d ring shank (min. 2.5 long) 9 2. Minimum Screw Size = #8 x 2" B. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof' stated in permit info box on t ese plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" L" 8d ring shank 45 psf Zone 2 4116" 8d ring shank 'i 08f Zone 3 4 11 4" 8d ring shank 84 oaf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screwsbased on pressure for r of stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Provide #5 bars 48 bar ROOF O F FL A with min. provide #6 her set in pro -cast diameters overlap into beam- Tie p filled cell steel into continuous lintel into beam where length of scale I/2" = l'-0" beam block steel. the opening calls for it. — Overhangs — Roof pitch at at 1'-0" unless otherwise noted on this sheet -f:12 unless otherwise noted on this sheet Provide Cast -Crete Sue-OB/OT precast lintel act in mortar-i Min. 8" Bearing 12"x 12" lumn Block Rebar Rebar 1.48 Bar Dia. Min. Overlap to Lintel Attachment NTS r., :; "1 Provide PT Buck attached per jamb "•F details into filled cal " 4' Pre -cast Sill ;.: Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell 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 Provide its bars with min. 48 bar diameters overlap in filled cell. Tie �lfilled cell steel into continuous / rooter steel. . ,.: .;.: ..• ; .;.' :ear: l ` Concrete Footing (see factor schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Kai 2' x 4' biockm� to Vert. leg 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. I. into stet beam and (22) IOd nails into trums TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER 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 lager of ASTM D Type 2 felt paper using 8d Halls. Substrate to be 19/3Z" CDX Plgwood nailed at L" o.e. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' oi max abating over ASTM D (tgpe 2) 30 lb felt undarlagment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \' Addit sal precast Lin al ," Lintel Bar ClearB "A" o " • : s< %' `� - •..�`��. Length Length Span Bars Bars CLEAR 2'-10" 2'-8" 1'-6" 2,#3 none 3'-4" 3'-4" T-2" 2,u3 none 8F8-OBAT 8F8-IBAT SF8-IS/2T ;a Additional 4'-0" 3'-10" 2'-8" 2 #3 none #5 bars CLFAR -4" 4'-4" 3'-2" 2,#3 none ns Row of "H" ... .°•.-±,..' 5 -4" 5 -2n 4'-O " 2,#3 none Block Above f::,^,• retest Lintel '�'''�-` 2A4 none Additional i 5'-4" 2A4 none ----e a5 bars t___-� 1'-6" 1'-0" 6'-2" 2,#5 none 8FIL-IB/IT 8FIL-IB/2T 8'-4" I T-O" 1 2.45 none NOTES: ALL reinforcing steel Is grade LO. I. min. coverage of steel-1.5" 2. min. bearing required • ea. end-8' 3. standard for remf, ateelASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Wln owRows or Unit WI Lintel Size C,�ast-Crate specification of 'H' Block Above a Bottom Steel Size Top steel Size Max Gravity Load (Pi Max Uplift Load (PLF) Max Leland Load (Pi L22 2'-2' 3'—V BF8—OB/IT 1 #5 3069 160 1024 L31 T—L' 2'-8. Vi 4'—O" 8F8—OBAT 1 #5 2561 1363 163 L45 4'-5' V-10' BPS—OBAT 1 a5 1105 909 339 L60 Si C-l' 811m8-OBAT 1 05 1236 635 '721 LLO L'-8" T-L" SFS-015AT 1 #6 1011 121 534 L80 e'—O' 9'-4' 8198-1 I a6 2 #6 162 691 612 1_90 9'-0' 10'-V I a6 2 #6 643 530 401 1_9015 4111 10'—V 8FIL—I5/2T ONE 1 #6 2 #5 1633 1183 401 LI00 10'-0" II'-4" BF8—I15/2T 1 85 2 #5 582 494 462 LIOOS 10'-O" II'-4" 8FIL-15/2T ONE 1 #5 2 #6 131.1, 1028 452 L120 IT—O' 13'-4' BF8-83/2T 1 85 2 #5 411 428 324 L120B IT—O' 13'-4" 8FIL—I5/2T ONE I #6 2 #6 1015 110 324 LI40 14'—O' Ili'-4' 8FIL-15/2T ONE I a6 2 #5 1250 Loll 269 LILO IL'—O' IT-4" 8198-85/2T 1 #5 2 #5 Soo 192 194 LILOB IL'-O" 1 IT-4" 811114-6/1 ONE I a6 2 #6 950 Soo 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 with (10) Inrricane , x I 1/2'nails trues ( 24' o.c.) supporting Max. 1810106. uplift Aluminum Drip Edge t Fascia 12" 2" x V Sub-Fasci Kagcan full o vent vinyl soffit installed using 1/8" die shank x 15" long gals. roofing role with 3/8' dia. head per produce approval — see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tied into lintels above thicken edge to BOW with concrete and one #5 bar continuous BEYOND Top of Tooter 16" below finished floor a -1III.:i III II II III �I �I II�•—��i—�i'— 12 4 1/2' horizontal wood into vertical w Aluminum Drip Edge t Fascia Flesh and Counter flash Nail ledger to gable end truss with (2) IOd at each web on 3/8" livi lath ntal and vertical wood r staples to provide 4" penetration into mlfl and 3/4" penetreton framing members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vart. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan m Slope per foundation plan 'r p r Poured Cm concrete b Poured Concret, concrete block r Concrete iii Manufacture Flush Mounted Shutter Detail Uuminum Panel izew per manufacturer See Tggical Stud Detail 1/8" x 3/32' Wing Nut w/ perprmnnu�acturer's D r and taileeL1k9 Stud Detail Stud w/ Du Cast Zinc lute Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP 382 aft back nailed to bottom of top chords using (2) IOd nails at each truss — RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ! shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cont, in each row. Substitute precast lintel filled with concrete and (U #5 bar cant. for bottom row over openings 1/2" drygwall over I" x furrin strips A AT" o.c. with R4.1 Vii insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. in Mortar to be Type "M" only proportioned per FBC RLO"i and Mortar Joints shall comply rw2h FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (U #5 bar vart. (tgpical). Max. abating shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L and Visqueen over clean compacted termite treated fill —14 3 T�plcal S ?ctlon at Front Force Scale : 1/2" = 1'-0" (3 W 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 1810 Ibs_ uelift (:�H7F_TA 20 (22) IOd _..- nadl gps�A into_tr_dd ��oekL% to i1, 101 A� WNE I PAN 1 Ed I•r9i IWO, WAFS I WA4 WA OAR J 11 III IWAF M NO, NEVA 12 Cr im -scrAwfiL_ self at e laps fastened with corrosion r cage an.. 1.25" ring shank nails IBI spaced C o.c. at all laps andestlusm.t-!�ffra r 0, T.C. in field. Attach I Attic 'Accon with light 111M Imp MEMO Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 Ibs. uplift Provide (2) HETA 20 straps at this locatlon O w 0 Fe- w Q tY Q W PANEL "A" Poles BR Load Wire Description arc# circ# Description Wee Lood BR Poles 2 40 1.0 Its #8 A/C comp I 2 AHU #10 3,6 ku 30 2 3 4 2 30 4.5 kw #IO 40 gal. water HTR 5 L Range #L 12,0 k u 50 2 � 8 I 120 1 1.8 kw #12 Pump 9 1 10 Drilor 810 6.0 kw 30 2 11 12 1 20 1.5 kw #12 t3 14 Dishwasher 412 1.2 kw 20 1 1 20 1.6 kw #12 Microwave 15 11; Refrigerator #12 1.2 kill 20 1 1 20 1.5 kw $12 Kitchen S.A.C. n I9 Recepts #12 - 20 1 1 20 1.9 Its 912 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recapts #12 - 20 1 1 20 1.4 kw #12 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 2a Recepts #12 20 1 1 16 #14 General Lighting 29 30 Recepts 912 20 1 1 Ib #14 General Lighting 31 32 Recepts 912 20 1 1 15 - 814 General Lighting 33 34 Exterior GFCI #12 20 1 1 16 $14 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 3a General Lighting 414 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 i5 I spare f1 42 spa e PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3. watts sq, ft.) Small Appliance. Circult(s), ................................... .Range......................................................... Refrigerator Microwave..................................................... Dish Washer Clothes..Washer............................................... ........ Water Heater .................................................... .ureter Pump ................................................... .Garage,Door.Opener.................. ... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1,200 1 1500 1500 1 1.200 1 1,200 1 1.200 1 1.200 I 5,000 5,000 1 4.500 4.500 I woo 1800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 _ 10,000 Remainder 21,415 e40% 1 O 10,%L Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9L4 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Elieball Recessed Pe Push Button Switch -0- Exhaust Fan ••e Duplex Outlet -�- Ceiling Mounted Light Special Receptacle o- Wall Mounted Light ftWaterproof, grolsid fault interruptari Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoswde Detector 4t? Flood Light TQ Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector %f Coiling fan © Television Jack ffl Telephone Jack ' A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook-up ❑I Intercom Vent thru W L-J- Soffif--- -- SEE MANUAL "J" and Energg Calculation for Unit info 121 CFM IOxioxt MASTER BEDROOM 123 CFM IOxIOxL 14x14 B/A EVA�-y - - - �-L 221 CFM i IOxlOx@ ex4x4 I CLOSET I I 31 CFM IOxLx4 JUNIOR MASTER BEDROOM Er 93 CFM IO)dOxL W.H. 8�-4"0 Steel Ballard See detail on this sheet ®= JUNCTION BOX TO SUPPORT A FAN A/C disc. O = THERMOSTAT LOCATION B/A = Balanced Air ISO Electric Notes: *2/0 Aluminum feed I%*Conduit AMP Mcs PANEL I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical TB service and provider. 4. ALL paddle fans shall be on a rheostat. AHu S. ALL bath and kitchen receptacles to be GFI protected. 2• PVC (FPL L. 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 RMiL02 2• ri d service PPL Bad #L sop , am. to 5 cant. pZar in slab 10. A/C Refrl Brant lines that are run thru slabs must be ev sleeved In I YC II ALL A/C E t h II I h I I ELECTRICAL RISER 2 CAR GARAGE 12" COVERED PORCH I I I I I GREAT ROOM I � 221 CFM IOxloxa i ow 1 I 12 L 1 1 A I 4x4,` i KITCHEN ` O \ I 16 CFM O ko" 4" I oD , I - J 2mx20 ------ ` 8z4CF T ; I > OWDEF i O rI�22" x 64' I Q Wttic Access L with light - _ J L ZR _ AJ N00 15 CFM IOxLxs LJ ------------------------------- I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I w I 48 CFM 40 FM "a loxcx5 lox6x5 AUNDRY > I rc ra COVERED PORCH gwpmen s a comp y wIt energy ca cis aUon ` , A LAYOUT 12. All work shall be performed by a licensed electrical -Contractor shall use AL-CU Landing lugs. NT$ I��I lr�' contractor• the completed system shall be full operative. - Contractor shall for ue la a I A w 13. Contractor shall pay for all fees, permits, tee ing, and manufacturers recommendatiions which inspections including blower testing where required. shall be venried prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be coin letel and effective) y P y g by 15. All required insurance shall be provided for protection grounded as required the latest edition of the N.E.C. against the public liability and property damage for the 20, All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the conditions. Correction of defects shall be completed without additional ,lob charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below T-I" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility and telephone company. 25. Dryer Vents to be Installed per FBC RMI502 `'.J - THERMOSTAT LOCATION SCALE: 114 " = 1'-0 It 3C 2309.1 Attic Venting Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL.58 sq. ft. required Provide A Continuous Vented Soffit Soffit ---- Venf, Thnu Exhaust Duct C"4 Thru Soffit WP Install owlet under disc. not shown or clarity P Opt. PATIO SLAB MASTER BEDROOM TV I*N � I \ I S ®Ki"', CartimI Morwadd Detector I Casbo GR AT ----, RO M / \ Ile WP GFCI CGS/VERED PIORCH VC,I t I CLOS�T I P II II t` so CFM FAN I I CLOSET No -- stem / o I I �n.�eombo 9 \ +IInEB ,5.1 5 I GFCI JUNIOR /� �� I a GFCI WI // MASTER' / ► I®- �` _ G �. I I KITCHENsame i Ln / 5o CFM(IC - VL 1+40 cl / FAN GFCI yqp I\ 0 W.H. 42"h GFCI PaS R ® r---- 4"4 Steel Ballard 22" x 54' See detail an �4ttic Access I this sheet witfi L_____� Pull chain i 150 Amp light in attic Pp I / Panel 2 CAR /NOOK GARAGE OPTIONAL PANEL � LOCATION 11-� ---------- - h GFCI --------------Garage i 1 Door 1 Opener 1 1 1 I I I I I i I I I 1 I I I I I I I I I I I I I I I I I 1 I I ELECTRICAL PLAN SCALE: IkV = I'-O" Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall LAUNDRY >w - t,�amnimar O s R I I Wire For I / - Front Post wP GFCI Light COVERED PORCH 0 -Jv U> 0 30" Xis W o ,�o 4v Post Light with >w Photo cell:2 ) 8 Braden It Braden AlA. PA UJ( aria Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners GARAGE 411 S.E. Coconut Avenue Tel (112) 281-8258 1BStuart THE MANOR 11 LEFT Drawn by: Drawn F - 1 18-r4 : C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mall: bradenalaecomcast.net Checked by: NON -IMPACT FL 34994 #AAC000032 St. Lucie County Florida D.R.B. OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING .. TO DETERMINE IF MULTIPLE PLY. ,. �- — - DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less fJul To U Spain Spre er Bar ' 60 degrees or less Tag line � 1P2 span ... Tag line ♦r�ap3 to p'ox2of 2pann.. w� .pp.., 1lSp REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way it crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. A 0 • AIR HANDLER 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. /N WARNING !\ The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch 17��2/12 VAULT It BRIG WALL @ 8'- I DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! 0 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers .In METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 3-15 u �12 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT i l rn CORNOER JACKS ARE NOT BEVELED. FT '• SEESTANDARD \.,ENGINEERING./ p HOO \o 24" O.C. THRU CORNER JACKS ONLY 24- ' 1-1t CORNER DETAIL OVERHANGS NOT SHOWN FOR CIARITY PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: VAULT 1J The Architect's or Architect's representative shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority lot atermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the idersgned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss tall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses it Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of Avery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss asonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge will be ided for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees iyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the idersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the cipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to :rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Dnstruction Using Metal Plate Connected Wood Trusses ANSIrrPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent Injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and p ry permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 111% NA 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772-569.2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM C tlist created from this layout This layout sent to jobsite LOADINGIDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SDC 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASIDE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conceurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C-Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record for checking field measurements and Chambers Truss Inc. Drawing Name: M11439 other construction criteria. Architect's SCALE: 1 /4" = 1 r_Or1 approval covers general roof shape, review of truss strapping, and loading on g2 total trusses, 16 unique designs structure from gravity and uplift loads and their r pective location Designer: BLW Reviewed by: Approved By: — s. .�U17_�\dJ,,1q_S-- Date: 09/11/18 Revised 09/21/18 Date: FOR Br en & Braden A.I.A. P.A. 1� =+M -7s4a9 Wynne 59 041 DESCRIPTION: MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE _ M11439 I PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (a watts sq. ft.) Small Appliance Circwt(s) ... Range .. ... _ , ...... _ ....... Refrigerator Microwave Dish Washer .Clothes, Washer. . ... Clothes Dryer, Water Heater Garage Door Opener Ii35 3 5,205 2 1,500 3000 1 12,000 12.000 1 1200 1200 I 1 1.500 1500 1 1,200 1200 1 1,200 1200 I S. 5,000 1 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts e100% 1 10,000 10.000 Remainder 25,415 e40% 1 O 10.246 Electric Heat or A/C 10,000 945% 1 10.000 10,000 Calculated Load Watts 30,244 _ Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Am s Electrical S mbol Legend-] S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light gran fault arcwtgf WateF interrupter ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-r-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ❑Z Telephone Jack DISCIAC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR X M C lm I H z -2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. I A/C disc. 42/0 AL SER Cable (3) 41 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule ISO 40 conduit sleeve AMP AMP MCB into attic MCB PANEL AHU PANEL i 200a rated 200a rated meter can meter can ME ER ME ER Intersystem bonding Intersystem bonding 2" PVC ( FPL)� Termination point 2" PVC ( FPL)-� Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigd service FPL GEC Bar�2�eL, c�peGr �uin 9a vanved ground rods ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering e ELECTRIC NOTES: GEC Bare 'I8 V G, c2ppel Wire to alvanved ground rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall bgrtr,• Ified prior to construction t - Verify ; XIC Rating prior to ordering equipment Vent thru Soffll--- 123 CFM IOxIOX4 MASTER BEDROOM 123 CFM IOx1OxL 12"A2" B/Ar\ �1 ---- 10"--- 9 CFM sx4x4 CLOSET CLOSET 14 CFM I 8x4x4 � Oot. PATIO SLAB 12"xl2" B/A 223 CFM R\ IOxlOx8 COVERED PORCH i:2l 223 CFM IOxlOx8 12x12LTDWI I B/A 9 CFMi I KITCHEN I JUNIOR x4x4 MASTER `e I O BEDROOM I ioXox1 I I 95 CFM O IOxIOxL \ -- ----- J IL 3 CFM Soffit W.H. I 8x4x4 �----Venf�t.hTu OWDE r 4"m Steel Ballard - - x 54 I See detail on i stew 1 this sheet 3 1 L Wi �i6 — a NOO __���- 1 I I �150 Amp 2 C A Lc- Al A ternative IVI 15 CFM Panel Panel 8x4x4 GARAGE Location I w I I 44 F a 8x4x4 8x4x4 AUNORY W I I 1 rc h I I o LI I I I I I I I I I I I I I I COVERED PORCH I I I 1 M C�I4NICAL L/4YC ,m I. Use copper wire onlg from panel to devices A T{j 15. Controctor shall guarantee all materials and workmanship free 0 defects for a less than two From 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke f Carbon period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21, Furnish and install all fixtures as called For on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22� All raceways and pipes placed in or through any concrete T Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RMI402 the requirements necessary for the equipment to be placed in 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-l" shall be installed in metal EMT sleeved in VC conduit. 10. ALL A/C Equipment shall comply with energy calculation Il. All work shall be done in accordance with the N.E.C. and II. All work shall be performed b a licensed electrical shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per P 9 meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed system shall be Fully operative, and telephone company. 12. Contractor shall pay for all Fees, permits, testing, and inspections including blower testing where required. 18. The electrical ayatem shall be completeiy and effectivelg 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' against the public habilitu and orooertu damage For the labels where applicable. �y��,1; SCALE: 1/4" = 1'—V,11 Attic ventino Calculations FBC 2309.7 Total Attic Space = 2,481 sq. ft. Venting Ratio VISO = ILS8 sq. ft. required Provide A Continuous Vented Soffit Exhaust Duct ry Thru Soffit , - 4" Exhaus Duct Thru Wall WF Install owlet under disc.`/" not shown or clarity F.LF.CTF-,,IC SCALE: 1/4" = I'-O" Post Light with Photo cell\ r Exhaust Duct Thru Soffit Wire For Front Post Light Braden It Braden AAA. FA Architects - Planners 411 S.E. Coconut Avenue UJynne Building Corp. THE MANOR MODEL: GARAGE Date Drawn 5-24-18 Drawn by: Revisions II-15-18 Window 44 M.O. $-16-o Poe.-r ftrucs Sheet Comm # Tel : (112) 281-8258 LEFT IMPACT C.C.U. SCANNED F. Fax (112) 281-8283 � E-mail: bradenaia comcast.net Spanish Lakes Checked by: BYfB St"LucleCounty'% Stuart FL 34994 #AACOO0032 St. Lucie County Florida )] R. E3 OF 5