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HomeMy WebLinkAboutBUILDING SITE PLANSNOV 2 7 ?018 iT, Lucie County, Parr O'.H. " Finish Columns with 5/8" thick cut coral finished stucco bands 12 SLOPE COVERED PORCH LEFT ELEVATiON 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' - 1'-0" GRE55 ' Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 411451.12 26 ga. 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 6 o.c. at all laps and two staggered rows 12" o.c. in qe dpeck to trusses using attachment detail on this sheet E 5/8" thick light textured stucco on typical concrete block construction -- — — — — — — — — — — — — — — —— Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" - 1'-0' FI Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" 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 bT. LUE1F 12 SLOPE 14 GRESS - COVERED PORCH 2 H Lu q - RL 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands black construction REAR ELEVATION Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two 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 layyer of 15 lb felt using 8d nails. Substrate 12 to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized SLOPE 4 nails into trues webbing. 12 4 SLOPE FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Searina Partition Braden it Braden AIA, FA Architects — Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499L #AACOOOOS2 nts Wunne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" SCALE: 1/4" - 1'-0" PLANS p SITE OR NO 2" .H. t 3 (S) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, THESE PLANS AND ALL KRePOOKI WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHQC COMPLIANCE WITH FBO ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPEeTIONS ARE APPROVED 0 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 6th Edition and ASCE '1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: IL5 mph ultimate Mean Roof Height: Roof llII'-OO" Pitch: + 2 PoxRR Internal Pleasure went: ±p_In Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: O.LDL+O.6WL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf i �l1�1CL Roof Zone: 2. +20.L/-51.0 psf el y' Roof Zone: 3. +20.6/-84.0 psf ZjtLUCie County Components I Ctaddtng 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 psi Walls Zone 4 Components it Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walla Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 s Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Sal Bearing Pressure: 2 O psi, Presumptive: X By Test: psi Ell = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: _31 psf ROOP DEAD LOAD: 10 psf FLOOR LIVE LOAD:, of FLOOR DEAD LOAD: 10 per JOB ADDRESS: U C) MODEL: Date Drawn Revisions : Sheet Comm # GARAGE 9-5-18 9-•25-18 client requested revision RIGHT Drawn by: C.C.U. Checked bg: D.R.B. OF 5 FLOOR FLAN 0"i. o; IS PERMIT CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" AREA CALCULATIONS I. Contractor t0 verify ALL notes and dimensions prior t0 36" high by 4" diameter N.T.S. Living A/C = 1,12-4 sq. ft. proceeding With work. steel crash post. Floor Flange with 4 - 3/8" Back Back Porch Total = 210 s . ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Front Porch Total = 94 sq, ft. a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Volume = ft. ALL Concrete used for vertical filled cells cent. tie beams etc.. to xx,xxx sq shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " R3/al L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R'102.3.5. W Attach buck to block wail with I/4° dia. Elco cent screws with min. 1. ALL wood in contact with concrete shall be pressure treated. 1 1/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.�" Exterior face 2' x md V max ckach corner this 9. ALL plumbing fixtures to be low flow, of wall cries 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 &a woad ,crew& thru iamb into buck at max and handicap accessibility regwrements. , „,„Detail M2�J2�, priorato doorattachments. at Door p12. Lowest finished floor to be set by Governing Building Department �/' NTS 13. surveyor to set In field. Separation between residence and garage shall be per FBC R302.L INSTALL ON ALL VULKEM BLOCK SEALANT JAMB, HEADER. AND 14, [Door between garage and residence shall be 1-3/4"t 20 min. rated door [D BLOK N ISTALLATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I4° tap -con with 1 1/2' penetration at L" o.c. max. 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 p from each corner and 20.' o.c. max thereafter and taillaper prooductt "approvalx IL. Wall and ceiling finishes shall have asmoke-developed index of not greater than 4 O per FBC R302.9.2 Exterior face 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 7T= Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 I"x4" P.T. Buck nailed to C9LO, C1002, C1041,C1111, CII-18, C1218, C1395, Or C1396 and shall be installed Detail lock with case hardened nails at Windows prior to window attachment according to the following: (FBC R102.3.5) Masonry Beam I" x L" P.T. Buck Waded to block with case hardened Walla prior to door attachments NTS/ Drywall Location Orientation Framing Max. spacing Ned sizing opti Thickness Member of fasteners ons for drywall Into Spacing Maximum installation of wood Pramin members Neils Screws 2" x min. t Ickness Ceding Perpendicular 24" 1" 12" 13ga 13/8" long with 19/44" head 0.098' diameter x 1 1/4" long /2 annular -ringed or Sd coder nail OR 0.080" dia. xx 1 5/8' long with Walla Either ]VI 8. 16" Direction 15/L4" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Coiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" Ion annular -ringed or Ld cooler nailOR Walls Either I4" 8" 14. 0,092" dia, xx 1 1/8" long with Direction 1/4" head OR Gypsum board moil 0.0915" die. X 1 1/8" with ] 1/L4' head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C11I8 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24od a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woscrew& with self sealing washer at 12" ox. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps end 6' enO laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" nails ( 24" o.c.) cupporting Max. 18101be, uplift Aluminum Drip Edge t Fascia 2" x V Sub -Fascia 7 Kagcan full o vent vmgl soffit installe< using 1/8' dia shank x 1.5" long gale. roofing nails with 3/8' dia. head per product approval - we chart sheet #1 5/8' thick light textured stucco on typical concrete \ block construction #S bar vert. w/ 30" overlap at each filled cell Grade =IIII„11�� TYPICAL S 12 4 PRE-ENGINEERED 24"o.c. TYPICAL SSES (shop drawings bg manufacturer) '\R-30 blown fiberglass in bottom chord of trusses V-1/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 fr-foil Insulation on typical 8" Block walls All drywall to be Installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. fo Mortar to be Type "M" onlyy proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (U #S bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 111 1-11, II_ _IIII-III- IIII 1 i 11 I -1 I - 14" x 14" Concrete footing 1 ' with (2) #5 bars cant. and #5 transverse bars at 48" o.c. EC ION Scale : 1/2" = 1'-0" Install SGD thru buck into .: block with 3/16" tap -con with penetration at 6" o.c. max. from each corner and 20." o.c, max thereafter at head per product approval O O Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 4" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door sv Masonry Wall �:��,^:'.:��: Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with Sliding Door Detail I penetration at ." max. fromom each corner and 20:' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size RoucIfi Open. window Descri tion PRESSURE ZONE I. 4'-5%,"x 5'-3%" 54%"x 63%4' single Hung ZONE 4 2. 4'-2ka"x 5'-3%a" 15' x 43%' Single Hung ZONE 4 3, 2'-2" x V-Z6" 21k„x 38%` Single Hung ZONE 4 4. 3'-1" x V-3 %a" 38' x 63'4' Single Hung ZONE 4 S. 4'-S%"x 4'-2V." 1 54%9"x 54 V' Single Hung ZONE 4 L. 2'-2" x 2'-2" 1 25" x 25 %," Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-o" X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B V-0' X V-8" 41" x 83'/+" Fiberglass Panel - InswingZONE 4 C 5'-0" X 6'-8" TV x 81 %2" r'r`neott°" Sliding Glass Door ZONE 4 D 2'-O" X C-S' Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-0 X L'-8" Solid Core - Wood - L-Panel F 3'-0' X 6'-8` Surface mounted S.C. - Wood L panel over 32' drywall opening G X-8" x V-8' x IN" Solid Core Wood. Steel. or Masonito Door H X-ON X V-8" Solid Core - Wood - 4-Penal J 2'-4" X 6'-e' Solid Core - Wood - L-Panel - BI-Fold Exterior doors to withstand pressures stated in permit info on sheet #1 GE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL TAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 LAIlroughopening dimensions to be verified bg contractor nufacturers specs prior to construction Braden t Braden AIA. PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8268 Fax (112) 281-8283 E-mail: bradenaia5comcast.net u y1 ISM, 12" x 12' Concrete column/21'-O" oc I e wit concrete an (2) #1 bars vert. tied Into lintels above o_ COVERED PORCH I I I © I GR AT .T R O M c,l In Q N 8'-O" to '-8" A.F.F. Vailted Ceding I I I O I I O I Align cabinet with outside f ref. we - AAI�LTOP O - - - - - - I- Pantryy / DWI O� I Cabient to 0 1 LIN N 1 N I CABINET `I° 1a'u V&mey o KITCHEN Vanity to be Q 34y5" high 14 Flat Ceding Upper cabinet& over R0Fextend o° Q° o OWD NN ( 0 w - s I UJ 4'-4" F 1 I in 33"w knelt 1 W space O o H B © �Q OOK Ln T 1 - tY 1114 tine Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida l Vm I 1W NUNDRY do sh.w.. be Q-�Clear wall space for door n 5`-O" line with door N to laa undry COVERED 12'-e" PORCH a" r I N 4'-T EGRESS MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling Vanagg to be © 34.S" high �1CLOSET r vl - � Ile I :r Rod t Shelf r---1 CL05ET in I I" Ln O I M JUNIOR MASTER BEDROOM in O" A.F.F. Flat Ceding Provide Auto R-II Batts loser on Door 22" x 54 4"$ Steel Ballard 1 Attic Arco" I See detail on with light I sheet #2 L - - - - - 5'-2' I �I 5C 2 CAR ' GARAGE I Batts O 8'-4" A.F.F. N --------Flat Ceiling I I I I I I I lock walls In Garage I to be struck block I I I I I I I I I I I7I I u mom 3'-8" 14'-0" ® 2'-8" 12'-a" 22'-4" 35'-O" MODEL: Date Drawn Revisions GARAGE 9-5-18 9-25-18 Client Requested Revis RIGHT Drawn by: IMPACT C.C.U. Checked by: D.R.B. Sheet 2. OF b 'Ell 0 Comm- # I8�7I J I B LJ 1, I l.4 1\ L. I X k./ I E J I. 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 PSI 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/ 6XL 10/10 WELDED WIRE MESH REINFORCING ON 6 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. S LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IV FOUNDATION FLAN 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 -Ili, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l STEEL. IL 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 1600 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. Gi85 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. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 95 bar vert. at .18" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-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) 6. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Company prior to truss construction 1. Contractor to provide for Sol[ 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-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil visqueen over clean compacted termite treated fill ` I4"w x 14"d concrete monolithic footina with (2) #5 bars Cont. 14" "PICAL FOOTING DETAIL �� 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation plan Io" (2) #5 bars cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0 " IT x 12" concrete column block filled with concrete and (2) x1 bars vert. tied into lintels above Top of Tooter IL" below finished floor 30" COLUMN FOOTIN( Verifg house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way )ETAIL SCALE 1/2" = I'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE uo — SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS © 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 4" concrete slab with fibermesh OR L xL #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �5ECTIONS Adjust curb height a- ' based on gar. floor 4" concrete slab with fibermesh OR slope- VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-o" e F.F. Grade T— - i i Ili iii- 14% x 14"d concrete monolithic footing with (2) #5 bars coot. 14" RAGE CURB DETAIL 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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 O ` O •5t' '�` Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA. FA Architects — Planners 411 S.E. Coconut Avenue Tel (712) 281-8258 Fax (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34994 #AAC000032 Winne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida r la 9'-L„ 12„ eI "—J---� H.B. I 12" x 12" Concrete column block filled with concrete and (2) #1 bars Vert tied into 21'-0" -emu---- —J z 14'-O" )I I Il JIlJ1 _JLi_i_i_i_ I()ILJI I Il --——— — — — — -- FI FI I lintels above I Rear Porch o Slab to L 1 1ig � be poured sepSla © I N from House Slab. n I 4 I 2r-o" r ' I I I Thicken footing to 24"w 14"d 24"L a x x Q 0 Q t 0 „ d) I under filled cell under girder bearing. ------------y---- J FI r FI I Rear Patio/Slab be flush with bottom of - Fl - sliding door recess. I Slope i" I I it 'I I , , 'I I 'I I 11 it I I I I I FI I I I I I FI I ' I 4" concrete slab with fibermesh OR I o I 6"x6" #10/10 WWM on 6 mil Visqueen over , I clean compacted termite treated fill I , I I° �I I I0 I I I I i DWI �� I I I FI I to O FI I r- o �- o I I -- I li I to I QO I 4 0 — O I� I A/C o it O a"0 Steel Balls d -4" heetde#t2aii onl. a I 51 0 I ( I 15 I I o A Panamilp I I I 4" concrete slab with fibermesh OR VxL" 410/10 WWM on L mil Visqueen over O w I I clean compacted termite treated fill N O =i roo w o ® I �I N Q i i i (3 a . W I n o I o I �- I I w FI I I , ------ — � L---------------- IBISIRecess for --� pp p 01@11 p I" EE Garage Uoor 22'-4" MODEL: GARAGE RIGHT IMPACT Date Drawn 9-55-18 Drawn by: C-C-U. Checked by: D.R.B. Revisions 9-25-18 Client Requested Revis Sheet OF 5 Comm # B ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min, 2.5" long) 2. Minimum Screw 5ize = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 61' 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 sf Zone 3 " 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roqof stated in permit info box on these plans for zone 3 Concrete / Lintel Column to Verify with Plan Rebar Lintel Co. Provide #5 bare with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel Provide Caat-Crete BUB-OB/OT precast lintel act in mortar. Min. e" Bearing x 12" n Block Reber 48 Bar Dia. Min- Overlap Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and I #5 bar BI continuous in each row. (-look vert. bar over top bar with #5 90' bend bar with a 10" min. lap at top bar. NTS Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. 77 ;':: . ': '.:1 �. VA Provide PT Buck .""i i attached per jamb r,-;') details into filled call 4" Pre -coat sill �. (10 kf" ;1 I ,��ff •JI IF;�:. Poured Filled Cell ROOF FL A Il Scale :1/2" =1'-0" Overhangs at 1'-0" unless otherwise noted on this sheet Roof pitch at -4:12 unless otherwise noted on this sheet Truss shop oP drawings to be provided bg manufa cturer 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 to construction for lagout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in Pilled call. Tie 7filled call steel into continuous rooter steel. : ;,,;;,.'�:,'.: Y,,; •..•. ;.'f ..-its"':'.,. Concrete rooting (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to Vert. leg of truss with 10d x IS nails at 4" o.c. II Simpson MGT into wall using din. threaded rod set min. Ila wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT 1/1" thick li ht textured stucco installed per ASTM C 9 L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d Wads. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field And edges with IOd ring shank nails Into studs. Grulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12 1L 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 inn. 4' side laps and 6" end lfapps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses usinlg laps odetail on this sheet o.c. in\ Id. Attach Additional Precast Lintel ," eLEale Lintel Length Bar Length Clear Span " A Bars IJ e B Bars 2'-10" 2'-8" I'-G" 2,#3 none 3' T-2" 2,43 none 8F8-08/IT 8P8-I15/I17 BPS-IB/2T Addtional 4'-O" 3'-10" 2'-8" 2 u3 none #5 bars CLEA ':'�:1�?::(•..{;4;,. 4'-6" 4'-4" 3'-2" 2,#3 none :,�•,': me Row of .H„ 5'-4" 5'-2" 4'-0" 2,#3 none ii. Block Above ` ''= 5'-8" 4'-iV none ',<'•; 2,#4 r'•`i;r,Precast Lintel r'•• •-> G'-L" 4'-4" 5'-4" 2,#4 none + Additional i bare -0" 6 -2 „ 2,#5 more BPIL-IB/IT BFIL-IB/2T 8'-4" T-10" I T-O" 2,#5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage or steel=1.5" 2. min. bearing required 9 or. end-8" 3. standard for remr, ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDUL Mark Window or Width Lintel Size Cast -Crete S ecihcatron Rows of Y gboBv lock " " Bottom steel Size Top steel Size L22 2'-2' T-Le 8Fa-05/IT I #5 L31 2'-Lin 3'-B 4'-O" BFe-OBAT I #5 L45 4'-5' 5'-10" 8F8-OB/IT I #5 L50 5'-0" L'-V 8P8-0B/IT I #5 L60 C-8" T-Am BPS-OB/IT I #5 LBO a'-O' T-4' BPS-IB/2T I #5 2 #5 L90 9'-0' 10'-L' BPS-IB/2T I #6 2 #6 L90B 9'-0' 10'-L' BFI6-I$/2T ONE 1 #6 2 #5 LI00 10'-O" II'-4" BFe-IB/2T I #5 2 #5 LIOOB 10'-0' II'-4" BPIL-I13/21" ONE I #6 2 #5 L120 IT-0-1 13'-4' 8F8-IB/2T 1 85 2 #5 L1205 IT-O" 13'-4" BFIL-I5/2T ONE 1 #6 2 #5 LI40 14'-0' 16'-4' BFIL-I5/2T ONE 1 #5 2 #5 L160 W-O' IT-4" 8F8-IB/2T I #5 2 #5 L1605 IL'-O' 11'-4" BFIL_IB/2TI ONE I 1 #5 1 2 1 #5 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CON( - REFER TO CAST-CRETE CATALOG FOR ALL INFORMA LINTEL CONSTRUCTION, HANDLING INFORMATION, AND I REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSEL Simpson HETA 20 or equal icane truss w h 110) 10 d 11/2' t eacnails ( 24' o.c.) suppporting Max. 18101b6. lift Aluemun Drip Edge t Fascia 12" 2" x 6" Kagan full o vent vinyl soffit metalled uwwinyy I/8' do shank x 15" long gale. roofng nals with 3/8' do. head per product approval - see chart sheet #1 12' K 12' concrete column block filled with concrete and (2) #1 bare Vert. tie into lintels above thicken edge to 8"x8' with concrete and one 45 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 1/2, Aluminum Drip Edge t Fascia Flash and Counter flash Nod ledger to gable end truss, with (2) IOd "�ils at each web \ s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Sloe per foundation Ian S a P P P , Brace Gable and with 2" x 4" SYP #2 — art back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ! shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete end (D #5 bar cunt- in each row- Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furrin strips at 14" o.c. with R4.1 Vfoil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned er FBC RG01.1 and Mortar Joints shall comply with FBC Rp401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U 95 bar vert, (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4' concrete slab with fibermesh OR VxL' #10/10 WWM on 6 and Visqueen over ,, clean compacted termite treated fill 111=1111=(III=1111= Tublcal Section 1=1 at Front Forch Scale : 1/2" = I'-O" N F w W N L_ x L- a.+ � O � N U m '[ °1O' a W toQ ui to �s o t) o a M u al) E O N to 14- _ N Q LLJ Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with hlne (f a 7-n , � ( 24" o.c.) ..supporting Max. 771 I!]ri Wads into truss Add lrinn t.n "a detail on this sheet lolu 5. U011it :n airI OOB 1008 BI 40 BI 0 105 d) BI :... N L.O BI BI I w I BIO.H. 4b BI I Ui I in s_ )C j 4� Q� d4J NW to 4 a. Lo VAU ED REA JCL H� wW aoi 12a'O 4 SLO E a ^ — ti � aa3 — BI o aLO BI d (1L- rnZ W'- LU N u N LUBi L22 61? �- ;,;'; L BI I Z ,� i in BI LU I w BI BI L31 Gulf Coast Suppl d MF 5v Crimp Metal roofing FL #IIL51.12 BI 26 wooja. 5v crimp crown with al r Ing a tacked 12" to plywood deck using #9 x 1.5" SLOPE ei-q- max %pi ' y e laps fastened with er gmen rrosion rest ins a tant tI e i min. aI a ape an and caps and with 1.25" ring shank nails a aced L o.c. at 1 laps and Lmo attach o sta Bred rows 12" o.c. in field. Attach BI an this sheet BI L2 s-- -- N BI I \#J I L'-O" x Attic Access Ire Q \ Max with light- W -- H. 04 150 Amp I I I I i I I I I I I I I I Provide (2) HETA 20 _J (PIETA 20� straps at this location Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift PANEL "An Poles BR Load Wire Description arc# circ# Description Wee Load OR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw g'O 2 3 4 2 30 4.5 kw #IO 40 gal. water HTR 5 t Range 86 12.0 kw 90 2 1 8 1 20 1.8 kw 812 Pwnp 9 10 Driler 810 5.0 kw 30 2 11 12 1 20 1.5 kw U12 L3 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS IL Refrigerator #12 1.2 kw 20 1 1 20 1.9 kw #12 Kitchen S.A.C_ 11 18 Recepts #12 20 1 1 20 1.5 kw 312 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door opener 23 24 1 Recepts #12 - 20 1 1 20 1.4 kw #12 25 24 Recepts #12 - 20 1 1 20 1.92 kw #12 2l 28 Recepts #12 20 1 I I5 #14 General Lighting 29 30 Recepts 012 20 1 - 1 15 #14 General Lighting 31 32 Recapts #12 20 1 - 1 15 #14 General Lighting 33 34 Exterior GPCI #12 20 1 I #14General Lighting 35 36 Bathroom GPI #12 20 1 El 0 #12 Smoke Detectors 31 38 General Lighting #14 15 I 20 #12 Bathroom GFI 39 40 General Lighting #14 5 1 s are 1 41 1 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lightma..(3 watts sg. ft.) ......... Small. A.pp!iance. Circuit(s). .... . . ... . . . . . . . . . . . ..... . . .. . . Refrigerator Microwave.... Dish Washer ............................................................ Clothes..Qrger...................... . ......................... .Water Heater ................................................. Water Pump ................................................... Garage. Door .Opener ....................................... 1135 3 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 L o0 1 1,200 1 5.000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10 000 Remainder 21,415 e40% 1 O 10.94L Electric Heat or A/C 10,000 946% 1 10,000 10,000 Calculated Load Watts 30,941 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = I50 Amps Electrical S mbol Legend S Single Pole switch ® Recessed Can Light Sy Double Pole Switch ® E eball Recessed i s Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Well Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan ® Television Jack ❑t Telephone Jack A oac A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up F11 Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. I.. ALL exterior outlets to be WP/GFI protected. T Recessed cans to be installed per NFPA requirements. 8. AFC( receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI6O2 10. A/C Refri,ggerant lines that are run thru slabs must be sleeved in F'VC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liabilitg and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone combanu. COVERED PORCH I I I i I GREAT 221 CFM ROOM IOxioxe I - I DWI-Q- I KITCHEN I Oinuo 111, CFM I IOxlOx1 101, I I I / L -----I ZOxZA_ -B7rA Q li I Soffit C0 328x4x4 V-enti thru 3' I OWDE (T-)I Isans Q I r-FN OK 15 CF lox6x511 I a 40 FM 8 CFM 150 IOItt LXS I8 CF #2/O Alwmnum feed AMP I 5• Condut PACs EL T£ AHU 2"PVC IFPL COVERED 2' n id service FPL P O R C H Bm#5#eorx a afmin slab ELECTRICAL RISER 121 CFM IOxlOx6 MASTER BEDROOM 121 CFM IOx1Ox6 14x14 - B/A C �t ------10--- 14 14 0A 221 CFM IOxIOxs I 4CFM 8x4x4 I CLOSET 3 IOxLxFGM r-- C ET LI 12" I 8xC4x4 I �Ii L�1 JB/ 9 FM Wx, JUNIOR MASTER 7Co xL BEDROOM ME Vent thru -- ---Soffit KL/ SEE MANUAL 22" x 54" , 4"e Steel Ballard 0 "J" and Energy O Attic Access I Sae detail on Calculation with light J sheet #2 for Unit info L - - - - - 50 AN CFM 150 Amp 2 CAR Panel GARAGE ------------------------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I - Contractor shall use AL-CU Landing lugs. NT5 M f LAYOUT - Contractor shall torque lugs I.A.W. manufacturers recommendations which - shall be verified prior to construction 19. The electrical system shall be completelg and effective I grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RMIS02 Q= THERMOSTAT LOCATION SCALE: 1 / 4 11 = I 1 - O 11 Attic Venting Calculations FBC 2309.7 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = ILS8 sq. ft. required Provide A Continuous Vented Soffit Braden It Braden AIA. PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mall: bradenaia5comcast.net Stuart. FL 34994 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Opt. PATIO SLAB / \ \ ` WP GFC1 COVER D PORC ..I I / I O � O S Smoke / Carbon " nanaw Com4o°sear MASTER BEDROOM GRLAT ROOM Il I l I, I \\ I \ I \ \ \ \'Msmoke / Garbon \dC Detector ode GFCI I rb crimes I � i I CLOSET ./ (CLOSET I I I � I / \ \` JUNIOR \\ \KASTER KI_ CHEN I l \ \ I in I \ \ \ \ \® I LNOOK �I i �\ \ 50 CFM \ GFcII FAN \ \\ cj Ps 42"h GPCI W.H. I A tic Access I 4"4 Steel Ballard See detail on with light sheet #2 OIv-,,,Pull chain Pp light in attic 150 Am 2 CAR Panel p ® OPTIONAL LOCAT ELION GARAGE - L�AUNDRY \ o �e P° w tightwr I \ Wire For Front Post - l Light WP GFCI COVERED PORCH 42"h GFCI - -------------------------- Garage Door Opener I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I Exhaust Duct Thru Soffit �Q Install owlet N under disc. not shown for claritg a: JN \ `'------- °Q wQ 301, C, F.L_F.CTiP CAL_ FL_,4N > m Post Light with 6E o Photo cell SCALE: I/411 = 11_011 1E& UJe}n ie Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm It "11 GARAGE 9-3-I8 9-25-18 Client Requested Revis T HE MANOR RIGHT IMPACT Drawn C.C.U.E Checked bg: _ 1 Is-�I Spanish Lakes St. Lucie County Florida D.R.B. OF 5 A =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 Ift TO DETERMINE IF MULTIPLE PLY. ,. 1 Ala/ DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI lJu 30' Sp nor less AlSpre to u Span er Bar A 60 degrees orleSS Tag Ilne 1/2 °pan waaaa, Tag Ilne t s"as" epmx Tl3 �S approx. 1/2 ere Spann. . REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your mass 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 are( Installed. //!IN N0 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 RN/NG The a 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 Legend F7q2/12 VAULT RG WALL @ 81- lit DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER. BAR OF 18' - 24' IN LENGTH!! Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN, �-M 12 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDERJACKS ARE NOT BEVELED. SEE STANDARD 24' O.C. THRU CORNER JACKS ONLY 24. CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY . - 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'' �t3-15 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED It 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 for m etending successful fabrication of the trusses. 2. AD dimensions in this layout have been verified by the undersigned. I, <1 3. Unless written notice is provided by certified mad to Chambers Truss within ten (10) days of delivery the w ndersigned agrees that no badufiarges will be allowed. n the event such written notice is furnished Chambers Tnss o rc had have tree (3) business days in which to begin repairs required, or In, substitute other trusses, at Chambers Option. r zoWas10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned admowledges receipt of'BCSr summary sheet by TPI S WfCA 5. Delivery is to job site. It is the buyer's responsibility to make tie job site suitable for delivery. Chambers Truss has e rote authority to determine the suitability of the job site or a portion d the job site for deivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional tie" expenses if Chambers Truss has redeliver because job she is not prepared for delivery or buyer is no prepared for delivery of trusses. Buyer is esponsible in Chambers Truss for lowing costs due to site coldi io ns. 6. Price as shown in paragraph 7 below is subject to change it any changes are made in the layout A $50 per hour for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed her, or If no agreement a reasonable price, vice will be made on delivery and paid within Items of net on delivery. Invoice may be made at sdtedulsd date d livery t buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be for all sums not paid within terns. 8. Signature or initials anywhere on this sheet constitutes agreement to at hems herein. 9. In consideration of Chambers Truss extending credit for Otis material the undersigned unconditionally guarantees t when due of any and at indebtedness owed to Chambers Truss by any entity receiving material and the ndesgned agrees to pay such indebtedness including altomeys fees, d default in payment for material be made by the ecipient. 10. In the event of any litigation concerning this agreement hue liters furnished hereunder or payments referred 10 erein, the parties agree that the sole venue for any such action will be Sant Ludo Courtly . Florida 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For r,onstnictiorn Using Metal Plate Connected Wood Trusses ANSUTPUWTCA 4 - 2002' 12. Warranty is per Chambers Truss Warranty atadhed. A spreader bar may be required per 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 per 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 ply®d, (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 Al1105 can err Xvenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772465.2012 Fax M 465-8711 Vero Beach 772-569-2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM The Architect's or Al:.. roprosentative't, shop drawing approval Is NOT a "double check" of the contractor. The contractor shall remain responsible for Checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their resatlive Appreveo By: DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Direc ional)/C-C hybrid Wend 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 Conocurent g Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 125 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height is, Building Type Enclosed Building Category If: 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 Chambers Truss Inc. Drawing Name: M11439 SCALE: 1 /4" = V-011 82 total trusses, 16 unique designs Designer: BLW Reviewed by: Date: 09/11/18 Revised 09/21/18 FOR &ST Wynne DESCRIPTION: MANOR 71 / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE _ M 11439