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HomeMy WebLinkAboutbuilding plans (2)Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L 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 A5TM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" en< laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attac deck to trusses using attachment detail on this sheet 12 SLOPE 14 12 12" H H. 01 5/8" thick light textured stucco on typical concrete block construction 0 Flnlsh Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION 12 4 1 SLOPE \5/8" thick x 8"w cut / coral finished stucco bands SCALE: 1/4" = I'-O" ELEVATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.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 C 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 SLOPE Finish Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction ',EAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at -4:12 unless otherwise noted =sSeod t Supply and p crimp metal _ /� ws with self I Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 ,4n(� changes t0 ti11S plan Shall be submitted t0 the architect 30 Ib felt w26 ga. 5v crimp metal roofing attached to plywood deck using #9 x l.5" ned with Corrwood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval In wrItIng prlor to Starting eonStrUCt10n, o.c. at all li(type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end ^ III trusses usin laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into U J 1 n d o w or D oor. . 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 12 4 1 SLOPE TERMITE TREATMENT REQI CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUTY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHO U FACTORS AND SHGC OOMPLUV WITH FBC ENERGY CODE MUS REMAIN ON ALL DOORS AND WIND UNTIL INSPECTIONS ARE APPR01 THESE PLANS AND ALL PRI ARE SUBJECT TO ANY Cl REQUIRED BY FIELD INSP 12„ —I MAY BN NECESSARY % H Cq�PLYtNffR-ALL�TMiPPLI( 5/8" thick x 8"w cut coral finished stucco bands # l�dd- o1cs 6 i. LI-CK rnL^:TV RIT" nr.{ RFV1FNN 0FOR -XV "y . 1,1 DATr PLANS AND PI LN1IT MUST Hl OR NO INS UG' ION NVILL tl k SCALE: 1/4" = 1'-0" 5v Crimp Metal roofing FL #11651.12 attached to plywood deck using #9 x 1.5" washer at 12" ox. max spacing over ASTM D lent installed with min. 4' side laps and L" end esistant tin caps and with 1.25" ring shank nails two staggered rows 12" o.c. in field. Attach ant detail on this sheet . J -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be'19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12„ a' -I" T.O.B. H. 12" ®® ®® H . 12" 2" o.H 5/8" thick x 8% cut H. 5/8" thick x 8% cut ®®® ® coral finished stucco bands coral finished stucco bands ®0, I. O. thick x 8"w cut coral finished stucco ban 5/8" thick light textured stucco on typical concrete block construction tiara a Finished Floor = Finis a Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - a-4° A.F.F. 5/8 thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate 1I � 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Searing Partition nits Braden It Braden AIA, PA Wunne Building Corp. Architects - Planners S.E. Coconut Avenue T .h e G� r a n d C a r l t o n Telel (1-12) 28­-8258 Fax : (7-12) 281-8283 Spanish Lakes E—mail: bradenaiaecomcast.net St. Lucie County Florida Stuart_ FL S4996 #AAC000032 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC OCCURS BETWEEN THE BUYER AND YNNE BUILDING CORE AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM IdO) Florida Budding Code Residential: 5th Edition and ASCE 1-10 for', Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 165ph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Coe icient: Subjectabditg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate r!vylop Wind Exposure Classification: C ITGFH1 Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; Op9LDL+0.61llL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20. /-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/=38.1 psf = Roof Zone I Wall Zone: 5. +35.8/�141.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psF Shear Walls Considered for Structure? Yes = Roof Zone 2 Continuous Load Path Provided? es Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Te t: psi This Building Shall Have the Following: Corner Zones APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHEF Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 1psf FLOOR LIVE LOAD: -Ar—> oaf FLOOR DEAD LOAD: 10 psf JOB ,ADDRESS: Date Drawn Revisions Sheet Comm # 3-1-16 10-18-14 Product GARAGE Drawn by: Approval revision LEFT c.c.u. 4-.4-11 _ 12-2 Plan Review ReVlslons Checked by: D.R.B. OF 5 FLOOR f=LAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" 1. Contractor to verify ALL notes and dimensions prior t0 ste high 6y 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.i. fiber stress. 6.1 4. No dissimilar metals to touch, 2'r2" 2 2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. - /' /2° ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" ° 2'r;' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4 of trusses with screws per FBC R702.3.5. ° ° 2'' 7. 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. 11. Contractor to Provide a 2'-8" Wide door at one bathroom for 2�,„ 2,/2" handicap accessibility requirements. ,,' y2" 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302,9,1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302,9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam I" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x 6" P.T. Buck nailed to block with case hardened Walla materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 A.0, C1002, C1047,C1177, C1178, C12718, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Into Spacing Maximum installation of wood framingmembers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" l" 12" 13ga 1 3/8' long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail �2 OR Walls Either 16" g" I6° 0.080" de. xx 1 5/8" long with Direction IS/64" head OR Gypsum board nail 0,086" dia. x 15/8" with 9/32" head, Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail a OR 0.092" dia. xx 1 1/8" long with Walls Either 16" all 161, Direction 1/4" head OR G psum board nail 0.0915" dia, x 1/8" with 19/64" head, Install SGD thru buck into p Ol0 block with i tap -con with n I I/2" penetration at 6" o.c. max. In®I from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile Surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1178 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 450 when tested in accordance with ,ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411661.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c- max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at ell laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Max. 181011bs. upllft 12 4 �- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip ' \R-30 blown fiberglass Edge d Fascia V-1/2" in bottom chord of trusses 7 drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kagean full o vent vingl soffit installed ====precast lintel filled with concrete and (l) 95 bar Cont. for bottom row over openings using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg PI strips at 16" o.c. with R4.1 -roll nsulation on typical 8" Block walls 5/8" thick light textured = _ All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction m Mortar to be Type only proportioned per FBC R607.1 and Mortar jonts shall comply with FBC R601.21 Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). TYFICA 11 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 I III I.� -_- IIII-IIII I I I I I I I I ,III � III IIII III -IIII 14" x 14" Concrete footing 14" with (2) 45 bars cont. and 45 L SE C T i O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Head fixed door slidingdoor E I/2" I 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 1 21' VTR Mastery/ I JAL Bath I 2, Lay. I 2" I Lay. I 4" 1 2° VTR W.C. JIL 3° I I I r 3" Shwr. Kit. Sink I I Kitchen 2 I I I Lay. 3" W.C. Bath #2 shay. 3° C.O. T. Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l i d i n g Door D t a 1 l 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at jambs per product approvalJamb At Masonry Wall NTS UJInd Ow Schedule Mark Size RoucIh open. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3%" 54%8"x 63i4" Single Hung ZONE 4 2. 6'-2 %s"x 5'-3 %s" 15" x 63 !4" Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2" 2l%"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%8" 1 54%8"x 54Y8" 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 Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 7'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" l4" x 81 %," 'f ;:°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2` E-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel U 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-11anel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction 0 N 0 v- 141 O T 07 Meter O EGRESS IF3Q]Y MASTER BEDROOM -O" A.F,F. 8' Flat Ceiling 34'-O" 12" x 12" concrete column) block filled with concrete and (2) #"I bars vert. tied Into lintels above Covered Porch to 9'-8" Vaulte Ceiling GREAT ROM 0 I I 11 Rod il'Shelf 6'-O" c 4" I I m Vanity to 34 Y,"hig I a CO I 2" x 6" knee -wall 8 I-O" to 9'-81" A,F,F. O rr r O I (K below counter top I Vaulted Oiling __ I DINING Milt- ROOM iinE Rod d Shelf B /hs F\ I a� y,. I CO I -4W-, ♦` ♦ o,� o \ ` I °i H g Wall m 'KITCHEN 3'-8" 01 L iy 8'-O" A.F.F. Zv er;ang - { 7 O - Flat Ceiling r Upper cabinets to D v extend over Ref. 3'- i � ef. RR anw�® I O eran9 - 14air Wn! " \R-II Batt e naulatian W.H. N I I u N - o 4"� Sieel Ballard See detail op 1bik ,sl]@e% F 22" x 54" Provide auto Attic Access I O closer with light L-----j Z Q 22" O Amp . panel m ae GARAGE E ERGN EY EGREs8 O -4" A.F.F. 00 11 MT IL11 O Flat Ceiling 0 r- - - - - - - - - - - - - - -i Block wall in i garage to be I struck block I I I I I I I I I I I A I Vanity to be /34 yz"high II'-0 s/4„ O�I 0 BATH Rod E Shelf Q' rftS'�O` A,F.F. Flat Ceiling SECOND m\ BEDROOM ry F- EGRESS O - C VIER D 12" x O R C with cor 6' 2" 0 ' O O BOO O concrete column block filled Le and (2) bars vert. tie O into lintels above -6" \ 6" 2'-8" 5 4„ T-65 T-C, 34'-O" Install windows thru buck into block with 3/I6" tap -con with 11/2" penetration at 6" o.c. max, Attach buck to block wall with from each corner and 20." o.c. max 114" dia, Elco cone screws with min. thereafter at ,iambs and 20" o.c. max. I/4" enetration at 12" o.c, max Exterior face at head and sill per product approval P of wall Buck to be I" x 4" PTace2" x L4" max from each corner thru I4 /Vr,•,<° \ ofwallExterior� /" PT Buck I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a i l a t w i n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK D e t c I a t OOr NTS INSTALLATION Braden it Braden AAA, PA w(gnne Building Corp. Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue BStuart. The Grand Carlton AGE 3-1-I6 Drawn by: 10-18-14 Product A proyal revision P 3-'5-11 Tel : (172) 281-8258 LEFT C.C.U. -4-4-11 plan revew Spanish Lakes Fax (772) 287-8283 E-mail: bradenaia comcast,net Checked b FL 34996 #AAC000032 St. Lucie County Florida D.R.B.9 F, #8 Wood screws thru jamb into at each hinge and 15" o.c. max prior to door attachment NTS Sheet Comm # 2. 12-2 OF 5 STRUCTJRAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC, AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 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 - 30l STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 2 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12 MINIMUM. FI$ERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE, $5%E MIX MAY SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 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. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. l• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U ND /4 T 10 N F L/ I N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Ang 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 ang other conditions be encountered, the architect shall be notified in Writing for revision 4. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and i #S bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to '-II" wide, Provide (2) filled cells on each side of openings from io'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg 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. tt5 bar Vert. w/ Seoverlap SEE TYPICAL at each cfi filled cell ECTIONS 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 and Visqueen over -til clean compacted termite treated fill —IIII III IIII_ 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F I TYPICAL FOOTING DETAIL SFT 1- ITT = 17C5" 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per o foundation plan ,e. 10" (2) #5 bars cost. bottom steel l DETAIL AT C 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor .71 'A ARAGE STEPDOWN Q(`AI = 1/1" = I' - Verify house slab height in field a IIII—IIII= �' 30"x30"AC concrete column footing with (4) #5 bars each wag SCALE 1/2" = I Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE- \ SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill N ORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar Vert. w/ 30" overlap at each filled cell '11SEE TYPICAL 4"_,�SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. OX4" #10/10 1cted on 10emil Visqueen treated over U5 bar in curb clean Grade m 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at 18" O.C. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One 95 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location ram,% Sinale Felled Cell Column NTS Filled Cell Masonr6 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 it Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenniaBcomcast.net Stuart. FL 34994 UAAC000032 w U A/C —---- — — —- -I-------I- -- r - =11'sd cell under FI I glide- above 2-4 I W u, I o Rear Patio/Slab r _! to be poured separate Q F4 1 1 from the house slab. �L II m I Thicken footing to 24"w x 14"d x 24"L I 1 FI under filled cell a under girder bearing. I °)l 101 4 IEDIQ E'CD L--- — — — ——-----�0 Rear Patio/Slab to be flush with bottom or sliding door recess. Slope 1/2" I i- I I �_ I�- I F- I IlO I 4" concrete slab with fiber esh OR 6"x6" #10/10 WWM on 6 mil Visqueen o er 1 clean compacted termite tr ated f111 FI � I � I - a- �i ° m I I� I --� ~ 1 to Nt- I 4"90 Steel Ballard FI filled w/ Concrete 0io IFS I > I I I�ol I I�Ia � It I sv03 1 1 W � d I ENM 1 1 I I ra E ,� o ��E 1 L- a FI 93 o oI a I � I IF5 s #0 Ll1 I Q° T T T T T T O °CE ° I " X u O 1 o - `° 141-6„ I a I 0 I Ln L — FS ReLess for — — — J �I Garage boor OO C� — — — ° ° — — — — — — ° J F -6�, 6, 6'-2" I' F 12" x 12" concrete column block filled with condrete and (2) 47 bars Vert. ti Into Iihtels above FOOTING SCHEDULE size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS JMark 12"UJ x 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH ('4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"111 x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB LULinne Building Corp. Date Drawn : Revisions',: Sheet 3-1-I4 10-18-16 !Product �2 Grand Carlton 11 GARAGE Drawn bg: Approval revision LEFT c-c.u. Spanish Lakes Checked bg: St. Lucie Countg Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" Bid ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Verlfy with Plan �12"x 12" 1 Column Block Reber Reber 48 Bar Dia. Min. Overlap Column to Lintel /4ttachment Provide #5 bars with min. 48 bar Provides #5 bar set in re -cast diameters overlap into beam. Tie hotel into beam where length of filled cell steel into continuous 9 beam block steel. the opening calls for it. Provide Cast -Crete 77 -F-y - BUB-OB/OT precast - lintel set in mortar Min. 8" Bearing --- Provide PT Buck attached per iamb ietalls into filled c 4" Pre -cast Sill \ Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous footer steel. Poured Co concrete h CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall usingg 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concrete concrete block i 3LOCKING DETAIL Concrete )Manufacture Manufacture )ER STRAPPiNG Flush Mounted S TER BEARING POINT NTS n 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of �/( �" I I ED I IJ I I L ASTM D Tape 2 felt paper using Bid nails. Substrate to be 19/32 COX Plywood 6" nailed at o.c. in and edges with IOd ring shank nails into studs. Mark Size and Description oast Supply and MFG Sv Crimp Metal roofing FL #II451.12 Two rows of beam block filled with concrete and 1 #5 bar 5v crimp metal roofing attached to plywood deck using #9 x 1.5" BI continuous in each row. Hook vert. bar over to bar with p crews with self sealing washer at 12" o.c. max spacing over ASTM D P ) 30 Ib felt underlayment Installed with min. 4' side laps and 6" end rdeck #5 900 bend bar with a 10" min. lap at top bar. stened with corrosion resistant tin caps and with 1.25" ring shank nails 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach o trusses using attachment detail on this sheet Additional Precast Lintel #5 bara +. •• CLEAR r" ;:z `}.r;y 9 1' Lintel I-ength Bar Length Clear Span " A Bars n B Bars ii ' 1 2'-10" 2'-8" I'-6" 2 #3 none ioff 2'-2" 2,43 none BF8-OBAT eF8-IB/IT BF8-I13/2T 4'-0" 3'-10" 2'-8" 2,93 none #5 bars •.•. #5 bare CLEAR ",i -;` 4'-6" 4'-4" 3'-2" 2.43 none :!?One Row of "H" ,;+Z'•; r "r Block Above S'-2" 4'-0" 2,#3 none 4'-6" 2.94 none Precast Lintel r .. Additional i G'-6" 6'-4° 5'-4° 2,44 none IL __-s, #5 barsL_i �____y l'-6" 7'-0" L'-2" 2,45 none BPIL-IB/IT BFIL-IB/2T 7-10" 1 7'-0" 2,45 none NOTES:8'-4" ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2,min. bearing required a ea. end=8" 3. standard for reinr. steel=ASTM AGIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark window or Doo Unit width Lintel Size Cast -Crete S eciflcation Rows of "H" Block Above " Bottom Steel s17.0 Top Steel Size Max Gravitg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" T-V eFe-OB/IT 1 #5 3049 1569 1024 L31 2'-6" 2'-8" 4'-0" BPS-OBAT 1 #5 2561 1343 163 L45 4'-5" 5'-10' 8F8-OB/IT I 1 #5 1105 1 909 339 L50 5'-O" C-L" BF8-OBAT 1 #5 1238 835 121 LLO 6'-8. T'-G' 8Ie8-OB/IT 1 #5 1011 121 534 LBO 8'-O" 9'-4" BPS-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-6" BPS-IB/2T 1 #5 2 #5 443 530 401 L908 9'-0" 10'-L" BFI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" BF8-8/2'r 1 #5 2 #5 582 494 452 LIOOB 10'-0" 1 II'-4" BFIL-IS/2T ONE 1 #5 1 2 #5 134L 1028 452 Lilo 12'-0" IT-4" BF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-I5/2T ONE 1 95 2 #5 1015 110 324 LI40 14'-O" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 409 259 LILO IL'-O" IT-4" BF8-IB/2T 1 #5 2 #5 300 192 194 L160B IL'-O" 11'-4" 1 BFIL-I13/2T ONE I #5 2 #5 950 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ! 24" o.c.) supporting Max. 1810lbs. uplift 12 4 Aluminum Drip � Edge f Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ils at each web Detell \lumin"m Panel irzes per manufacturer S Typilsal St d D tal 1/8" x 3/n" Wing Nut w/ appropriate washer and spacing per manufacturer's Detach \ Stud Detail Stud w! Die Cast Zinc N78 Nmkel Plated Wing Nut nts 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-ENGINEERf-:D WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) W to � X r O� cv m to 41 fL =t N u) u I � u O atO o Er_ CD - O to a3 'V' N �" Q s � Lu 2 Ai Brace Gable end with 2" x 4" SYP #2 min. 8rt back nailed to bottom - of top chords using (2) IOd nails at each truss Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet LLO BI ETA 2 LLO Simpson HEIiTA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs.uplift N_ L90 L90 BI BI L90 -77 12 BI L45 12" 1 U u BI 4 I I r L31 B1 41SLOPE laps fastened with Attic it It light I IIM L W MAX I� ! JI L45 Q clog over ASTM D side laps and G" end 11.25" ring shank nail w X r Oro, N +w +� iQ ° aJGL la- N T N 0 (0 drillp QJ 00 BI (n cV I � i I s j 12' I I I I 1 BI i L45 BI O cV Aluminum Drip � � R-30 blown fiberglass BI a � BI � Edge f Fascia 1/2" tfirck stucco on 3/8" hr-rib lath in bottom chord of trusses wo attached to horizontal and vertical wood p] �- U-I 12 Prammg with nails or staples to provide 1/2" drywall with smooth fin8 finish iJ.l Im s I 2" x 6" Sub -Easel no less than 1-3/4" penetration into ou o p HTA L50 i ~ horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete frlCa e a lu into vertical woad framing members y BI -1hor' t e truss' and !D #5 bar Cont. in each row. Substitute u ( 2 N o.c sup Ortl X. y precast lintel filled with concrete and (1) #5 181 Ibs! U Ilf Ka can full i vent v 1. soffit installed bar cont. for bottom row over openings ueng I/e" dia shank x 1.5" long gale, ��,�w BI BI '� p roofing nails with 3/8" dia. head per BI I N L90B product approval -sea chart sheet #I 1/2" dr wall over 1" x furrin 3/8" thick light textured LL O L O gg 9 stops a 16" o.c. with R4.1 fr-fod stucco on typical concrete insulation on t lcal 8" Block walls = 12" x 12" concrete column yP block construction block filled with concrete _ All drywall to be installed per FBC R702.3.1 and (2) 41 bare vent, trail Varies - see plan T and shall meet all pertaining ASTM codes. into lintels above oo Mortar to be Type "M" only proportioned er FBC R601.1 HETA 20 #S bar vert, w/ and Mortar joints shall comply with FBC �601.21 thicken edge to a"xe" % 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one #5 bar continuous FIII cell with concrete and #5 bC C j^) L j� be Flush with bottom of BEYOND fl) bar vert. t D. jl" I\`Il Rear Patio/Slab to (yP icn Max. spacing shall not exceed sliding door recess. 48" unless otherwise noted wood see foundation plan notes for Top — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON TH'S SHEET Bspacing at openings IG" below footer ow finished floor ase Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH A T d (: 12 UNLESS OTHERWISE NOTED ON T H i E. SHEET Vxb' #10/10 WWM on G mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean compacted termite treated fill ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTIOI II=III= III IIII IIII IIII IIII-IIII IIII IIIIi IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY -IIII—IIII ICI IIII—IIII—IIII—IIII IIII—IIII IIII IIII--I TRUSS MANUFACTURER -IIII=IIII=IIII IIIIII�IIIII—IIII=IIII=IIII=IIII -III Ilil- F — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR IIII;,IIIIII * ' ' TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 11�1=IIII IIII-IIII "' F3 T�plcal Section dt Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTIO Braden It Braden AIA, FA Wes(" nne Building Corp. Date Drawn : Revisions : Sheet Comm # Architects - Planners 3-1-16 10-18-16 Product 411 S.E. Coconut Avenue GARAGE Drawn bg: Approval revision Tel : (112) 281-8258 The Grand Carlton LEFT C.C.U. 4-4-I1 plan reel w 12-2, Fax (712) 281-8283 Spanish Lakes E-mail: bradenaia8comcast.net St. Lucie Count Florida Checked by: Stuart, FL 34996 #AAC000032 D.R.B. OF 5 PANEL "A" Poles BR Load Wire Description circ# are# 2 4 Description Wire Load EBRPoles 2 40 1.0 kw #8 A/C comp 1 AHU ttl0 3.5 kw 2 3 2 30 4.5 kw #lo 40 gal. water HTR 5 L e 10 Range #L 12.0 kw 5o 2 7 9 I 20 1.8 kw tti2 Pump Dr er #lo 5.0 kw 30 2 u 12 1 #12 13 14 Dishwasher tti2 1.2 kw 20 1 1 1112 Microwave 15 IL Refrigerator #12 1,2 kw 20 1 1 #12 Kitchen S.A.C. Il is Recepts #12 20 1 I r tt12 Kitchen S.A.C. 19 20 Recepts tt12 20 1 1 #12 Clothes Washer 21 22 Recepts #12 20 1 1 #12 Garage Door Opener 23 24 26 Recepts #12E20 1 I 20 IA kw 912 25 Recepts #12 1 1 20 1.92 kw #12 21 28 Recepts #12 1 1 20 #12 General Lighting 29 30 Recepts #12 1 1 20 #12 General Lighting 31 32 Recepts #12 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 3e General Lighting #12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3..watts sq, ft.) Small, ,A,pphance. Circuit(s)... . .... . . . . . .............................................. Refrigerator ......................................... Microwave ......... I........... I ............... Dish Washer ............................ ....... Clothes Washer ,Clothes .Dryer. Water Heater Water Pump ....................... Garage_Door Opener ..................... ................. ...... .......... _ 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1'200 1 1,200 200 I 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts ®100% 1 10,000 10,000 Remainder 21,415 ®40% I 0 10,966 Electric Heat or A/C 10,000 00% 1 10,000 10,000 Calculated Load Calculated Wattage Divided bg Voltage = Watts Voltage Total Amps Panel Size Required = 30,966 240 129.03 150 Amps Electrical S mbol Legend rj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed FB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0-- Wall Mounted Light =8 aterproof ground fault circuit �4 Light with Pull Chain (attic) ® Floor Duplex Outlet Computer Connection Jack CM 1 Carbon Monoxide Detector Flood Light TQ Thermostat casm Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack , c A/C Disconnect ® 1 x 4 Florescent Light 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom ® = JUNCTION BOX TO SUPPORT A FAN Electric Notes: 163 CFM Ioxlox6 MASTER BEDROOM 143 CFM IOxIOx6 12xl2x9 B/A ° 12x12x9 B/A CLOSE 391 Ven t_thi:U __-- E oPo 1EIPgATH AiC Meterr� 150 Amp Panel I -\ io^ I ° " CFM (-%them W I I GR IAT OO RM I I Center Registers 149 CFM on ceiling fan 149 CFM IOxIOx I IOxlOxl OFiC71 12'i L--- - - -r-- �nAl i� - - - - 20ec20 T I I I I� 22" x 5 , W I I >O 116" 1 Attic Access with light � L - - - - - Q L r- GARAGE r----------------- iI I I I I I I I I I I I I I I 1 I I I I I I I I �Vl �::C�+4� N �C44 1 1 4� YouT A/C disc. ISO #2/0 Aluminum feed AMP I ''/a' Conduit PANEL M TE AHU 2" PVC ( FPL)-� 2" rigid service FPL Bare #L copper wire g to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction SCALE: 1/4" = 1'-O" I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFl protected, shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 be 19. The electrical system shall be completely and effectively 10. A/C Refricierant lines that are run thru slabs must FVC grounded as required by the latest edition of the N.E.C. sleeved in 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required, ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 COVERED PORCH DINING ROOM D t I FM Vent_ thru 232 CFM 12x6xl SECOND BEDROOM i I , 12xl2x8 �'S B/A = Balanced Air O= THERMOSTAT LOCATION Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 287-8283 E-mail: bradenaia°comcast.net Stuart. FL 34996 #AACOO0032 MASTER BEDROOM PATIO/SLAB /'Covered Porc 1 I WP GFCI ` II 11 1TVI _ Smoke / Carbon Gi R AT Monoxide Detector R O M Combo c I I GFCI N N ' I H.B. CLOSE 71 = N GFCI I I II Exhaust Duct ^ J I I GFCI i DiNINC Thru Soffit - t- Fc OFCC M GFCI GFCI ,4NF 10 1,11�� I� °14 IT /i KITCHEN I 4" Exhaust Duct Thru Wall WP GF Install oule lsr. under disc. not shown N or 0) clarity Q AiC Meter 1 �f I L - Mmots€ L. er- - Monoxide Detector /2Combo / �{" I '- " S CHfMPS F I ° i _ O rC\ / 50 CFFM F N GF GFCI ' / 42" GFCI W.H. / S - - - - - - - I 22" x 54" I F/>,Cente 1 \\ W 1 I Attie Aeeass \ L 31 with light - I 0 AMR O 15Panel Pull chain p neil onal location 1 ® is TV light in attic S \ \ 42" GFCI Y GARAGE � � FIBII Garage \ Door � Opener I 1 / \ \ 1 WP GFCI I I J{T} I I COVER�U T ' P-o-R_CH i v� -U EL�=C7RfC/4L PL,4N SCALE: 1/4" 1'-011 Post Light with A c Attic Venting Calculatlons FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14-16 sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell o V � L) LV p °ul I � �a N `- Date Drawn Revisions : 3-1-14 10-18-14 Product. GARAGE Drawn by: Approval revision LEFT C.C.U. 4-4-11 plan review Checked by: D.R.B. IT File Col Exhaust Duc 7bru Soff Wire For Front Post Light Sheet Comm $ E - 1 12-2 OF 6 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE 0 IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Spanjor less A 30 degrees or less 1 2 Line P n approx. Truss must be set this way if crone used. True. le an example• pur true. mpy not match. tsist crane operator sets truss this way. 30' to 60' Span A SDreader Bar I. �_Approx 2/3 tom Line 1/2 of Span REFER TO HCSI rss must be set this way if crone used. This is on example• truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A A I F-Z H A N C7 l_ IE= FR N O T E UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRE5ENT5 A HANGED ^� For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder be as de tabt e nails. SEAT PLATES BY CHAMBERS to 1n to m INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r— upset=114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 r— � 8A 1"_ 12 2.00 Y upset=1/4" heel=3 15116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A L ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT " " GARAGE RIGHT W Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT FABRICATION AGREEMENT' �RUSSEB.CANNOT BE STARTED UNTIL TH19 AGREEMENT IS SIGNED 8 RE The legal description of the Property where the trusses wig be Installed Is: 7Ae dridera no adgwwledges and agrees; J. Tnlasa s wig be made In strict accordance with this truss placement dlagra vit . to the sole authority for determining successful fabr(csgon of the trusses. 3. A' dimensions In this layout have been vedfled by the undersigned. leS. UNeu written notice b Drovlded by certi'ad rag to Chambers Truax withlr y. of delivery the ur danlgnad egress that no ba%1 t rges.wttl be &'owed. in suds vrtltlen notice le A pill hed Chambere Truss she' have throe (3j bus�yymmass dryr tri�bepI repairs required, or to substitute other trusses, et Chambers optlSn. y�The undersigned admadad receipt of •SCSI 1-09• summery sheet by TPl a $.Delivery b to Jab she. It b the buyer'; responslbil to make Ihs Job acre au delhfgry. Chamber Truss has the sole authority to detennlne the aulubll'y of the Jot (ldpdn o! theJob slte for delivery. Chembere Truss will be reSpanslble for r mp del1, TI1e buyer Is responsible hx addltlonal delivery expenses lt Chembare Tnns has to because Job site le not prepared for dslivmy or buyer Is not prepared for delivery 01 Buyitels responsible to Chambers Tens for lowlnp coati due to site cond'lons, ' zQ,,fda o shown In paragraph 7 below le subject to change S carry changes are. this leyouu A StiO per hour fee for mdabns may be charged by Chambers Truss. .,'`TIs Is a PURCHASE ORDER to Chambers,Truss of the sum agreed to, nl a ueeeoriabia price. Imobe wl' be made on delivery and paid within tern onSVaig. Invdce they be made at eeheduled date of deMeryR buyer eanno Iiii ry'of febriceted trusses. Ths undarelgrred agrees to pay Chambere.Tryss rem edcmney's fee for colbctlbns In aver of payment rrot timely made. 1-112 lilt per montt ehargi wilt lea added for &' sums not psld within terms. 8; Signs or Initials anywhere on this sheet Cons= apreeme: d to OR terms he �, Q. In corislderstlon of Chambers Truss axtending eredlt for this material tha undi unoondidonally guarantees payment when due of any and a' Indebtedness < Chambers Truss by any entity receMng materiel and the undersigned. agrees to p Indebtedness Including aflomsys fees, 0 default In payment for material be made nadplent. : 10: In the event of any litigation corxeming "a agreement, the term fumrshed he ,or payments referred to herein, this parties agree that the sole venue nor any such at 'be 6alnt h0cs County. Florida. i r1A:Opalgn responsibilities are per "National Standard And Recommended Guidelln RaeponsMb 11.1 s For Construction Using Metal Plate Connected Wood Trusses !Ns7vrpUWTCA 4-20M- ' :DATED 816NFD__ „ nr.. . apresdwbwmaybete"tedper'ECSII-Wlopwmttrj $clan of aItIpte ply trusses must be fastened together per engineei 'iaiore they are sat, failure to d� so can result In root collap W*Iyporery and permanent bracing are required and can saw :� and property and Is the reaponalbillty of the truss erector � $grdy the contents of the Inforni1lon packet Included on dell before setting trusses. spa:r4,3 011; r hrssesrmmtbeastandlxacedperdeslonbprauentiriury&darrtal Trusses must be st pidrnb and square Do notiset bunks or stack of plywood, roofing material or a _,q her go6eentrated loads on trusses, this can cause collapt `: ,V o NCIT SET TRUSSES USING THIS LAYOU --USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSI `:;;:CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 ' ±NptPlerce 772.465-2012 Fax 7724111"711 oro•Beach 772-669.2012 Stuart ' 772-2863302 f:;i«:•+' Walt Slta: CMAMBERSTRUSS.COM The Architect's or Architect's shop drawing approva "double check" of the c The contractor shall romal for checking field moasul other construction criteria approval covers general review of truss strapping, m structure from g ity and u their re pe ti oc11; Approved By: a Dale: 92.0/93.2 MITEK 4.2 Braden Braden A.I DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUP Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Re Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-01, Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with tit 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:XIC /0 Date:04124/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 -7 35' 67 4JY 5/45on y