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HomeMy WebLinkAboutBUILDING SITE PLANFILE COP Gulf Coast Supply ad MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v err metl roofing attached to plywood deck using #9 x 1.5" wood screws wit self sealing washer at 12" or max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with I. "ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. field. Attach lack to trusses using attachment detail on this sheet 5/8" thick light textured Itucco on typical concrete 12 block construction SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with / 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" - I'—O" Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPES = Finished Floor ft am in will 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION M --------------- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v camp metal roofng 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 Ill felt underlagment installed with min. 4 side laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced ill at all laps and two staggered rows 12 o.c. in field. Attach deck toes using attachment detail on this sheet COVERED PORCH 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 SLOPE 14 0 ST, LUCIE L'DUNTY� 3 I REVIEWED FOR CO LI IN DI77�zREVIEWEDBY DATE PLANS AND PER PT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE ALL MANUFACTURES LABLES SHONIM U FACTO AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TW MAYBE NECESSARY IN ORDER TO Ia COMPLY WITH ALL APPLICABLE CODE °i CONCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - I' —ON Gulf Coast Supply and MFG 5v Crimp Metal roofln FL #11451.12 2L ga. 5v crimp metal roofing attached to plywoodsick using #9 x 1.5" wood acrewe 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L" o.c. at all laps and two etaggered rows 12" o.c. In field. Attach deck to trusses using attachment detall on this sheet i/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 Plil nailed at 6" o.c. �held and edges with IOd ring shank galvanized ' neds Into truss webbing. 5/8" ST, LUCIE L'DUNTY� 3 I REVIEWED FOR CO LI IN DI77�zREVIEWEDBY DATE PLANS AND PER PT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE ALL MANUFACTURES LABLES SHONIM U FACTO AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TW MAYBE NECESSARY IN ORDER TO Ia COMPLY WITH ALL APPLICABLE CODE °i CONCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - I' —ON Gulf Coast Supply and MFG 5v Crimp Metal roofln FL #11451.12 2L ga. 5v crimp metal roofing attached to plywoodsick using #9 x 1.5" wood acrewe 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L" o.c. at all laps and two etaggered rows 12" o.c. In field. Attach deck to trusses using attachment detall on this sheet i/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 Plil nailed at 6" o.c. �held and edges with IOd ring shank galvanized ' neds Into truss webbing. 5/8" thick x 8% cut " coral finished stucco bands FRONT ELEVATION 2" x 4' top plate I 'I/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" o.c. base —board 11 11 z 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 will on L mil VI ueen clean compacted termite treated fill over Interior Non —Bearing Partition its Braden I Braden AIA, PA W(unne Building Corp. Architects — Planners 1BFax S.E. Coconut Avenue THE I D O R Tel el (112) 28i-8258 W I �l J : (112) 281-8283 5 anish Lakes E-marl: bradenara comcast.net $ Lucie County Florida Stuart. FL 3499L #AACOO0032 • SCALE: 1/4' - 1'-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 Florida Bwlding Code Reatdential: 6th ji�il and ASCE 1-10 for Wind Loading Smldnin Design Is Enclosed Risk Wand Velocity: IL5 mph ultmlate MannRootHeight internal Pressure IClerit: tQ.l@_ Subjectabdlty to damage from: Weathering; Negligible termites: Very Hal Width or Rod End Zone: 3'-4■ Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L - 0.12L Adjustment factor or Exposure Height: ASD deli Load Combination: ASCE 'I-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.LWLn Components t Cladding Wind Pressure (NET) Rod Zone: I. +204/-12.6 it oil Zones 2. +20.4/— 1.0 sf oil Zone: 3.+20.6/-84.00 Components / Cladding Wall End Zone Width: 3366 Components t Cladding Wind Pressure (NET) well Zonee. 5. +35.8% 4Z.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes — Are Components an Cladding Dated— Provided? Yes Minimum Sal Searing Pressure: 2500 bail. Presumbtive: X Du Test: ON ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 Pat FLOOR LIVE LOAD: ESL bd FLOOR DEAD LOAD:_L paf - Roof Zone I Ways Zone 4 ® W - Roof Zone 2 alls Zone 5 END ZONE - Corner Zones Roof Zone 3 JOB ADDRE33: Model: Date Drawn : Revisions : Sheet Comm # REAR 5-23—I8 Garage floor slope and amok* detector revision PORCH Drawn by: Drawn RIGHTC.C.U. Checked by: SCANNED BY Impact 0. R . B . St. Lucie Countit OF 5 FLOOR PLAN Recfor ess top plate L'w x 3/80 d �� see detail alp his asheet CR 4SH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor Steel countertop support angle proceeding with work. Counter top - verify type with contractor Flange with 4 - 3/8 Install L from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center o/ counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. et ILI o.cIII . oil `tad` 4. No dissimilar metals to touch. `" 1/2' drymal S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. -2' x 8" PT mood plate ALL Concrete used for vertical filled cells, cont. tie beams etc., to �2" Z" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord =3/e" O KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2 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 handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department 2'r2 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 S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 8. Gggppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CcI C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (II R102.3.5� ppryuall Thicknew Location Orientation rFlembeg Max spacing fasteners Nall slang options for Spacing oP installation of drywall into Nails Screws Max mum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1• 12• 13ga 1 3/8' long with 19/44" head 0.098' diameter x 1 1/4' longg annular -ringed or 5d coder nail OR 2 0.060" dia. xx 1 5/8' long with Walls Direction li• 8 " u " 15164' headR G psum board nail 0.086' die. z 5/8" 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' Iong annular -ringed or Ld coder nail a 0.092' dut. xR 1 1/8' long with Walla Either Ii' g• IL' Direction 1/4" head OR Gypsum board nail 0.09150 dia. x 11/8' with 14/(4' head. 9. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, AI18.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members Installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal rooPing Is #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and wood screws with self meshing washer at 12" o.c. max spacing laps fastened with corrosion resistant tin capa and with 1.25" ring shank Wade sstaced G" o.c, at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane nehor at rich truss mth 110) IOd x I I/'� lads l 24' o.c.) suppporting Max 18101be. III Aluminum DripEdge Edge E Fascia 2" x 6' Sub -Fascia Kalican NII o vent vingl adfit I using1/8 the shank x IS' long roong nails with 3/8" dia. head product approval -see chart 0 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell I �~ I'r VTR 12 1 •\�. BATH R • ���, Y luw 3 &2'I I 1 1 2'1 1,tJww -- r - Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'$%"'x 4'-1, %a" 54%"x 54V single Hung ZONE 4 2. V-2%s"x 5'-3%s" 15' x 143%' Single Hang ZONE 4 3. 2'-2' x 3'-2%2" 21h"x 3851e" smgle Hung ZONE 4 4. 3'-I' x 5'-3%a" 38' x L3'/4" 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 1 ALL windows in bathrooms to be tempered All rough openinq dimensions to be verified by contractor with manufacturer s specs prior to construction Ij Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 1'-0' X 1'-04 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X C-8' 41' %4" x SI Fiber Panel - Ironing ZONE 4 C V-0' X V-8' 142 x 81 '/2" 2= Slldmg Glass Door ZONE 4 D 2'-0' X G'-8' slid Core - Wood - G-Panel -15i-Fold Pa sihed 24' x el E 2'-6' X V-8" solid Core - Wood - G-Penal F 5'-0' X 6'-8' solid Core - Wood - L-Panel - BrFdd G 2'-e' x V-8' x I V solid Core Wood. stool, or Mosonto Door H 2'-e' X V-8' solid Core - Wood - L-Panel J 2'-6' X V-8' I Solid Care - Wood - L-Panel - 9rFob1 ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET 41 12 Masonry Beam PRE-ENGINEERED TRUSSES I" x L' P.T. Buck nailed to / 4 F at 24"o.c. TYPICAL brook with ores hardened Walla (shop drawings by manufacturer) prior to door attachment R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth ?it Two rows of bean block filled with concrete and (1) #5 bar cost. in each row. Substitute ed precast lintel Pilled with concrete and (1) #5 bar cost. for bottom row over openings #1 1/2" dr wall over I" x furringg strips a IL" ox. with R4.1 PI-Poil _ insulation on typical 8" Block walla All drywall to be installed per FBC R'102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC RG01.1 - and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and KITCHEN r AAv 4. 1 r I � rvi BATH 82 � SANITARY RISER rite Attach buck to block mall with 1/4' dia. Elco cone screws with min. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Exterior two 2' x i" PT Buck of an arlRa as Wood screws thru astl into buck Detail at Door prior door at each and hm16' as, mink and to aloe attachment NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB. HEADER. AND " SILL BLOCK PRIOR TO BUCK - INSTALLATION O Instal window, thru buck into black with 3/IL' tap -can with 1 1/2' penetration at V a.c. wax from each corner and 20.' &a. sax th tartar at and 20' Exterior face at�a+ed ad r par product approval of sal) Buck to be r x 4' FT V arras I'x4' P.T. Buck nailed to lock with caw hardened nmis Detail at Windows prior to window attachment NTS Verifg attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/10 tap -con with 3/8' thick L„ 1 1/2" penetration at G" o.c. max steel bracket ,--from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/14" tapconwith COUNTER TOP BRACKET DETAIL 1 1/2' penetration at 0 o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I' x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door (1)#5 bar vert. (typical). 'Max. spacing shall not exceed rr Masonry Walltti'.,'- L� 48" unless otherwise noted `:' : `` v2. see foundation plan notes forLjluot�`' " akin at Openings ..'' .. ........ .i,. 4" concrete slab with fibermesh OR Bottom' Trae Typical Flooring VxV #10/10 WWM on L mil Vksqueen over Sill Install SGD thru buck into clean compacted termite treated fill block with 3/I6" tap -con with H.B. • „ aril rt 11 8'-IO2" 1 8'-IO2" Y2Y T-1Y2" FJ L° it EGRESS ° ° 12" x 12" Concrete column block filled with concrete and (2) #1 bars, Vert. tied Into I3'-II" O lintels above i Filled cell under r girder above P Q C �--I WIRE LATH IliSTUCCO CEILING 19'-9" N MASTER ° 0 BEDROOM ° c e'-O"it A.F.F. Flat Ceiling I VeniLg to be O I 4 Y2 high _� r- t 19'-8" A F F ° )1 1 4'-4" L�1 O ■'„ �O s es _WNS 0 _ o Rod t Shelf T Vaulted Ceiling 7' _-3" 1 19'-5" I Q 10 GREAT' ROOM CLOS T IB I Rod! Shelf _ r it 3l" A 10 ZZ L Oi 4„ in 9'-5" DRYER ASHER I in LAUNDRY 8'-O" to T-8" AJ rif I Vaulted Ct ling it \v...N omit 3be 4 Y2 � igh I I - I RIO O M I counter tops to 13/8' thick steel 5'-3„ 11 � overhang wall 1.5" o„ I counter top supports in ch SECOND q BEDROOM ¢ 8'-O" A.F.F. ©\ Flat Ceding r I c 12'-8" THIRD, BEDROOM r jilW-O" A.F.F. e) Flat Ceiling ;r- 12'-e" in \R_II mates h wash l Provide auto 150 Amp eraser Panel r----------------- 3 'kin it � I I I GOLF CARTI cr GARAGE Grade :. .:. Sliding Door Detail penetration at may - from each corner and 20..' o.c. max y thereafter at iambs per product approval At t Masonr Wall NTS Jamb -�111 IIIIIII-III II IIII IIII Braden t Braden AIAe PA Wunne Building Corp. Architects - Planners 14" x 14" Concrete rooting with (2) #5 bars tort.and #5 48" 411 S.E. Coconut Avenue III �I n transverse bare at ox. TYPICAL SECTION- Tel : (112) 281-8258 Fax : (112) 28e1-8283 Scale : 1/2" = 1'-0"E-marl: bradenaia comcast. met S anish Lakes S Lucie Countg Florida _ _ __ __ Stuart. FL 34996 #AAC000032 , tops to I wall 1.5" -�--� m +41" high wall I I I OW I a ° I I KITCHEN -0" to IRV 19'-e" Vault d Ceding r� O Upper cabinets to 9 - extend over Ref. I MICRO R@r.EAR NON-V INT I I OPENING L Q rn - - Ir - Provide G R-n B.ea kirismon '�* O W.H. auto © closer •f"4 Steel Ballard To See detail on this Ul OF� ° r I A do xA 54� I I<_ k a AIIII A.F.F. Flat Ceiling In GARAG 14 0 Block wall in O ° MT " III garage to be Z'-8" ° struck block c" ° EMERGENCY EGRESS r------------- 1 ---1 I t I I I I r I n I I Ulu a cV u in a4 in= a C H.B. ­� or o- %n 0 i 0 14 0 i Square Footage Breakdown Total A/C Sgace = I,is3 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet REAR 3-28-18 5-23-I0 Garage floor slope and smoke detector revision PORCH Drawn by: 2. RIGHT C.C.U. ChockedR bg: of 5 Comm # 15-159B impact �.7 I 1\ U L. I U D t-1k J_ I X it/ I mo% 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 2,500 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/ 6X6 I0/10 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. 5. 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. 7. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE =licit 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted t0 the architect SCALE: 1/4" = i'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from (a'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10 -0 and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vart. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill = I I I = 14"m x 14"d concrete monolithic footing with (2) #5 bars cons. rl 14" TYPICAL FOOTING DETAIL Ar'Al P 1/9" = i`-[)" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. `r v 101, l2) #5 bars cont. bottom steel 12" DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-O" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintela above Top of footer 16" below finished Floor - Verify house slab height in field Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. f loor slope. #5 bar in curb \ 30"x30"AC concrete column footing with (4) #5 bars each way �„ FOOTING SCHEDULE Mark size Desci lion I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 128W X 14"0 MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ,G1 YJ 14 NW With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • O'-O" 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 0XV 410/10 WWM on 10 mil Vrsqueen over f III 4" concrete slab with frbermesh OR VYA' #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill -nit ® p p Ami\ IF 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CURB DET 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Y. zn 10" (2) #5 bars Cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piprn 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. 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 �TcJ iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location *E Double Filled Cell Column Single Filled Cell Column NTS NTS a H.B. A'C -3" Wiry -- 12" x 12" concrete column block flllad I o ,/gp with concrete and (2) #i bars vert. tied 35-0 Into lintels above W-10)2° I 8'-10y2" I ' r———— — — — — — -i I I I I FI I 24" ° I� J I ` Thicken footing tpll 24"w x 14'd x 24"L I ° under filled cell ° I under girder bearing. I ° I L— I I I I I I I I I 10'-Oft F Oi Filled cell under r girder above Rear Porch Slab to O - I be poured separatelg JU from House Slab. O O 1 1 I --------FI ---- Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" II t II F I a` I ' r II 4 I IF I I I \ 4" concrete slab with fibermesh OR 6 x(V #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill o I DRYER A841ER ( I I II 1 li I r i o It I I` I r I I I I / 4" concrete slab with fibermesh OR 6 xL #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I I F�« W O I L I I FL r — FI �g —------- ra ffol — w I G_ 4 st.p I o I ° O I© I 7 13'-ON o N I I iIIjarage uoor in T-8" I 9'-0" 2'-8" 6'-4" Braden t Braden AIAs PA Wunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE I I I j �I r'"� C, D S 1 Tel (112) 281-8258 I I I w I I `� IC S larnsh !rakes Fax : (112) 281-8283 E-marl: bradenara comcast.net0 St, Lucie Count Florida Stnnrr_ 1=L %4ggL SdeC[�A[�[��2 FI I 1 I I a .o i OW I " I I I MICRID"VE NON-V NIT OPINING O V O ^ — — — �— v ---- W.H. I m Steel Ballard sea detail on this sheet I I I IN I I I © e1 I 11L I ti to I I _ I I c I I I I I I I II' I I I I © I 1.5" Recess for arage Door 2'-8" 9'-0. 2'-811 Date Drawn Revisions : R 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. U 46 Na iL H.B. 9 Sheet 3. OF 5 Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese pans for zone 3 Keft Area Ede Field Fastener Max. re Zone I 611 4088d ring shank 45 of Zone 2 8d ring shank 16 psf Zone 3 4 14 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 1 112.5 psf ** Use nails or s rows based on pres ure for r of stated in permit info �ox on these plans or zone Provide 86 bars 48 bar ROOF O F FLAN A with min. Provide #5 bar set m re -cast diameters overlap into beam. Tie p filled call steel into continuous lintel into beam where length or Scale I/2° = 1'—O" beam block steel the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this Sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete -- = 300. — — --- -- --- - ` _ - — --- ` Truss shop drawings to be provided by manufacturer SUB-OB/OT precast lintel set in mortar _ _ — .,� — Any changes to this plan shall be submitted to the Min. a' Bearing -- -- - - -------- architect for approval In writing prior to starting construction. l- `' '' c '•' ' ; .' - ALL TRUSS TO TRUSS CONNECTIONS BY —ill III TRUSS MANUFACTURER I — Architect to review Truss Shop Drawings Prior Provide PT Buck ;{ to construction for layout and uplift verification i attached pertille,ad call :;, Poured FilledCallinto — Contractor to provide for Form Board Survey and to provide I l I• I '{ Form Board Survey to Truss Company prior to truss construction 4' _cast " I { ill I I -1 Provide #5 bars with min. 48 bar nesters overlap in filled cell. Tie Iliad cell steel into looter steel. continuous fV �. T;•�.'—' j..; �' .._.,:,::: Concrete Foauri L; (see factor 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' Modur pto vet leg or trials with IDd x L5 nails at 4' ere. 0 0 Concrete r Verify with Plan ,� IZ"x IZ" _ Ili HOT Intoa.i ry 5%� h"°d'd'°� s�ett i 2a L a7 Lintel Column Block into stet boa and (22 IOd naIls eta cross IN a w� w H wi #1 48 stet DIa. Reber °-,� Rabat TRUSS BLOCKING DETAIL 1A ° W Min. overlap _...' AT GIRDER STRAPPING E _ 2 Column to Lintel Attachment AT CENTER BEARING POINT N BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar al continuous in each row. nook vert. bar over top bar Both 85 90e bend bar with a 10' min. lap at top bar. NTS I 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 pa or backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using ed nails. Substrate to be 19/32 CDX Plguwod nailed at L o.c. In field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1145LI2 2L wool 5v crimp metal rooting attached to plgwood deck using #9 x 1.5" wood" screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails ?aced L o.c. at all laps and two etaggated rows 12 o.c. in field. Attach dpack to trusses using attachment detai on this sheet Additional recast Lintel u u n 85 bars Lintel Bar Clear n A B J :fi' '-• + Length Length Span Bars Bars 4 �<,, .•ter 2'-10" 2'-8" I'-6" 2#3 none 3'-6" 3'-4" 2'-2" 2.43 none BFB-OBAT OFI!-gym �8-IB/2T 7WB,1Zk Additional 4-O3'-10"2'-8"2.43 none s5 bars `�: 4-64-43'-2" 2,#3 none I "e Rowock Abov`yf?y 5'"5'-2" 4'-O" 2,43 none 2#4 none recast L2,#4 none Additionsa5 bars____� 7'-6" T-O" 6'-2" 2,#5 none BFIL-1113/IT BFIL-I13/2T �'-10" 1'-O" 2,#5 none NOTES: I. min. coverage of ateel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel Is grade 60, 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mork or war Wlryla Unit Width k.ntad Specification or 'H' Bloch About at" 8tgeel Sw Grwitg G �) IM1p�Yft �) Lateral (mg) L22 2'-2' 3'-L' 01118-013IT I a6 30N KN 1024 LSI J;J, 3' 4'-0" NsaB/I -OT 1 $5 25M OAS 163 L46 1 4'-6' 1 F-10' GPe-OB/IT 1 lib 1105 40'1 331 L50 W-O' V-0 OPS-08/IT 1 s5 1234 936 121 LLO C-8' T-L' OPS-OB/IT 1 85 IOM 121 04 LBO B'-O' 1'-4' OP8-I5/2T 1 85 2 85 152 691 512 L10 Y-O' Ill BFB-IB/2T I SO 2 85 64S no 401 L105 1'-O' 10'-L' 1111al /2T ONE 1 85 2 86 sae U3. 401 MOO IrO/�'-Os II'-4' BFB-IB/2T 1 85 2 86 5B1 4,4 462 LIOOB 10'�-/O�' 11'-4" NFIL-IB/2T ONE 1 #5 2 86 Is" RM 452 L120 17-00 13'-4' GPO-18/2T 1 #5 2 85 411 4.20 324 L120B MI-00 IV-4' BFIL-I5/2T ONE 1 85 1 2 86 loll i10 324 L140 14'-O' 16'-4' SPIL-I15/2T ONE 1 86 2 85 M50 "M 251 LILO IL'-0' B/2T 1 88 2 8B Soo M2 114 LILOB IL'-O' 11'-4' BFIlIB/2T ONE 1 8#i 2 85 960 600 1 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurncgRa anchor at egeh trove with (10) IOd x 11/2 nails — ( 24' ac.) suppporting Max. 1810lbs. uplIt Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcan rull o vent vinyl so"it installed wainga 1/8' dia shank x 1.5' long gall raofYng nails with 3/e' dia . head par product approval -east char! shad sl 12' x 12' concrete column block Idled with concrete and (2) a1 bars vert. tie Into lintels above thicken edge to BOW with concrete and -� one #5 bar continuous BEYOND Top of looter IL" below finished Floor 12 4 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd ds at each web hi -rib lath vertical as to erovidi 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 - Slope per foundation plan Brace Gable end with 2' x 4' SYP 42 Oft back nailed to bottom of top chords using (2) IOt nails at each truss RE -ENGINEERED WOOD TRUSSES t 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord of trusses •1/2' drywall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and ll) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x Purringg strips a! IL" o.c. with R4.1 Fi-Pal insulation on typical 8" Block walls All drywall to be installed per FBC R7O2.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlyy propportioned,jer FBC RLOI.I and Mortar joints shall comply all FBC ICLO-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and ll) #5 bar vert. (typical). ax. spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L will Visqueen over /clean compacted termite treated fill IIIOIII= r . • FI at Front Forc Scale : 1/2" = I'-0" Simpson HETA 20 Strap truss to wall wing Simpson MGT wit hurricane anchor at each truss 5/e dia. Into beam threaded rod with min 12" embed either wet set or in epoxg with ( 24" o.c.) supporting 1810 lbs. uplift Max. HETA 2 (22) IOd 'truss leg nails into per detail truss. Add blocking to on this sheet 10 'PAM d WAN NJ EWA W 0' 0Ar 4A IVA FA I WA AAV"-, I I 1 rim PA iWAA 4 VAA I I 11 WIN M,- ;43 all i 0 �11 EFAM o' ro NJ ETA 2_0_�) \� CHETA 20--)Provide for gutter Provide doulriapout Simpson HETA 20hurricane anchor at each truss ( 214" o.c.) supporting Max. 1810 lbs. uplift Provide downspout Opt. PATIO/SLAB PANEL "A" Pats BR Load Wee Description arc# cmcs Description Wire Load BR Polo& 2 40 1.0 ke a8 A/C camp 1 2 AHU a10 3.5 ke 30 2 3 4 2 30 4.6 lie t10 40 gal. water HTR 5 L Range tL 12.0 km 5o 2 8 I 120 1 I.& km 1 s12 Pomp 9 10 Drain.1140 5.0 ke 30 2 II 12 1 20 1.5 ku a12 13 I4 Dishwasher t12 1.2 ka 20 1 1 20 1.5 km a12 Microwave IS IL Refrigerator $12 1.2 Its 20 1 I 20 1.6 ke t12 Kitchen S.A.C. n 19 Recepts s12 r- 20 I 1 20 1.5 ke 812 Kitchen S.A.C. 19 20 Recapt■ $12 20 1 1 20 1 L2 km 312 Clothes Washer 21 22 Reeopts e12 --- 20 1 1 20 0.01 ke $12 Garage Door Opener 23 24 Recepts $12 --- 20 1 1 20 1.4 ke 8l2 25 2L Recepts #12 20 1 1 20 1.92 km 212 21 28 Recepts tit -- 20 1 1 15 814 General Lighting 29 30 Recopts 3I2 -- 20 1 1 15 t14 General Lighting 31 32 Recepts a12 20 1 1 15 t14 General Lighting 33 34 Exterior GFCI $12 -- 20 1 - 1 15 t14 1 General Lighting 36 34 Bathroom Gill 3I2 20 I 1 20 t12 Smoke Detectors 31 3s General Lighting s14 -' 15 I - 1 20 t12 Bathroom GFI 39 40 I General Lighting t14 15 I - spare 41 1 42 1 scoare PANEL 'A" LOAD CALCULATION SHEET Load Description atlil. Watts Total(Watts) G®neral Lighting, l3, watts„erg, Pt.> Small, Appllan5e„ nrcuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, >?arise......................................................... Refrigerator .... .Microwave ................................................... .Dish , Washe.r .................................................... Clothes Washer ........ .. ...... .. .. ... .......... ... .Water Heater .................................... Water Pump ................................................... Garage.Door.Opener........................................ 1136 3 5.205 2 1.500 3,000 1 12,000 12,000 1 1200 1,200 1 1.600 1.500 1 1.200 1.200 1 1200 1 1200 I 5,000 5.000 1 4,500 4500 1 1800 1800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21.415 e40% 1 O 10.466 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.4166 Voltage 240 Calculated Wattage Divided bg Voltage so Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pao Switch ® Retested Can Light Double Pala Switch EyabaB Romewd F5 Push Button Switch Exhaust Fan sse Duplex Outlet Calling Mounted Light Spacial Receptacle O- Wall Mounted Light Waterproi grournd fault intarnlp Li with Pull Chan (attic) Floc' Duplex Outlet o Computer Connection Jack ® Carbon Moeoioda Detector 4& Flood Light Therms" noocn Electrical Panel �r Central Vac 8 Electrical Meter ® Swoke Detector Calk% ran ® Television Jack 0 Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Lght ® 2 x 4 Floreatent Light ® Speaker Hook -Up 0 1 IRLWCan (C_ Zh = JUNCTION BOX TO SUPPORT A FAN O am THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: ISO 1�Q Ajimpinams rood M !y Gamut--,. . PAN GmEL AiC 124 CFM IOxIOxL MASTER' BEDROOM 124 CFM IOx10xL S/A 8x4x4 9 CFM _OSET so CPM - DRYER ASHER LAUNDRY 68x4x4 its 8x4x4 Ill CFM IZx6X1 SECOND BEDROOM THIRD BEDROOM 1010" I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire a l required smoke detectors. TE Penal 3. Contractor to verify location of electrical service and provider. i - - 4. ALL paddle fans shall be on a rheostat. Hu i GOLF C 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC ( Filial.I GARAGE 6. ALL exterior outlets to be WP/GFI protected 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all room& except Kitchen, Bathrooms, and Garage. 2" m d service PPL a,,,Ms"ton"t 9. A/C Return Air Balance Must comply w/ FBC RMI602 i 10 A/C Refri r nt lines that are run thru slabs must be I sleeved In ISYG ELECTRICAL RISER- ' Il. ALL A/C Equipment afisll comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. - contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testing, and manufacturer. recommendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress construction. 19. The electrical s stem shall be tom letel and effectivelg 15. All required insurance shall be provided for protection r rounded as required b the latest edition of the N.E.C. 9 4 y against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. swat the conditions. Correction of defects shall be completed without additional ,lob charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11, It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RMI502 and telephone compan4. B%A O e-1 `-� 141 Claim r IOxlOx1 12" Igo 20x2O PORCH 141 CFM ION10x1 r'" I REATI ROOM i I I I I 141 CFM IOx1Ox1 I DINING ROOM I I 1 ow I 1 III KITCHEN 2:%AR OPENING L - � I :PM I MICROWAVE NON -VENT i i 4"10 Steel Ballard I See detail on this sheet I -- I A tic xA 5ems t.-.d6Y--J GARAGE r----------------- i I I I I I I I I I 1 I 1 I I I I MECI­­­­­IANICAL LAYOUT O - THERMOSTAT LOCATION SCALE: 1/4" = I' - O i' art w%wwgo V ars YYYII e'1I e"ee Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaOcomcast.net 3 TON SEE MANUAL 'J" and Energy CalculaWon for Unit info Install oulet under disc. - not shown for clarity PORCH WP GFCI \ I ®"wl I � I I 1 I I I GREAT ROOM I ®I / I � / I / I DINING ROOM I � I � •4 I 100 FCI / run- - - % I I GFC ° I I C.M. Detector 1 anlgg per FBC I I ®rcR3143 T�HEq I QQQ4Si� / RCP. I ® N N-VtlRT / +FCI 39" CLEAR Q / ENING - 4 - GFCI GFCI ! FCI W.H. r \ � 4"ili Steel Ballard See detail on this sheet �3 W� m _ L --- %W 7 I \♦ �c \ OPTIONAL PANEL -�j LOCATION Q ff IXI 11 IL/ / GARAGE < FCI h / /P ,A GFCI \\\ 150 Am ��! f j' Panel p GFcl \ J(e \ \ \ GFcl r--------6�e / r------ ig--------i Garage / Garage Door i / I Door I Opener I I Opener I GOLF CARTI GARAGE I I GFCI I I GFCI to galrage lights I I I I / I I I .01 .00 EL.ECTRiCAL. PLAN Past Light oath SCALE: 1/4" = 1'-0" Photo cell Center Post Light MASTER BEDROOM c r, PSI DRYER II AID 5HER11 LAUNDRY THIRD BEDROO�'L-- / ►, 3 Calculations Total Attic Space = 2101 sq. ft.F5C 23 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit LIgnne Building Corp. S anish Lakes S . Lucie County Florida between drnveisays " W re For Front Post Light Date Drawn Revisions : Sheet Comm R 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH c.c.u. 15-159B im act RIGHT Chocked of �by. p V=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by 'all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT'' 2'-0: ON CENTER EX6EPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE'SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. sw DON T LIFT TRUSSES WITH SPANS LONGER THAN # BY THE PEAK. 11 rr)fdII II T RI 30' Span or less A 30' to 60' Span Sprea er Bar 60 d grees or Ie'ss Approx 2/3 to 1 /2 Tag Line span approx. Line 1/2 of Span REFER TO BCSI REFER TO BCSI uss must be set this way if crane used. IT,Ts Truss must be set this way if crone used. ss is an example. your truss may not mah, crone operator sets truss this waY'I This is an example, truss may not match. Insist crane operator sets truss this way. r pe) All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. AIR HANDLER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss _ Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss I SEAT PLATES BY CHAMBERS k8€ _ I I I z oc m"u pM1VENJI4"5 i1• L�'11R L CORNER OVERHANGS ry 12 4.00 12 2.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL rI upset=1/4" heel =3'15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. P — — — — — 1 ;Ruas�s 'CAT10N AGWEEMENI - A ARRANGE 11/ITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' 24' IN LENGTH t � oar,Fwo�!e ' Tealdetari,tettat,sppl {SpIpNED INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR A I u,e moues Will be Mutated b:. a RErufol Dand . reec Ile mk% Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ' for p 1 I A u h myout 1 hh lralbv' th *Vm lam wriftwn 1 dye of aetvery t,e pwWed by a vwmedby ttPo Oned. roles. tut Gumbas Trove 15'1 19'-9• 19'-9• 15'-3" I C' L G /�I, rerawrodfi" de b'"�Of i T^+� eh will �^!�y d to d a OstwrYvldeb ro job N[a a ^eblM of'BC fy6�'i• su ,°� w" days 67 wnkh alhav, ®ICI®I�I�I, I�I�II�I�I�f�l�l�l�l�l®I®I /i/ii/,il� I II Vi01 AA AM i ®■r Old I r r 1 L t I " INVERTED "V• WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) N I'mo-,� ®I®I�I�I I�I�I�I■I�IB�I�I�I�I�I®�®I A Y PORCH RIGHT �I®I®I�I�I�I�I�I�I■I�II�l�10 `\\\i\\\\\I`\\\\I\\\\°I\`�i `\\\i`i \\\``jl\\\\`I \\\\°I` i� CLOU'SED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM PLANS., V 4� 1 1 1 I 1 1 I 1 I I l I INVERTED"I WEBS AT CENTER W/9 B.C. PANNEL. LOAD W/ (2) GRA ll BHA T V1 seIPoia rti OnO' m d°fe�nn4te u,s' r0b�elte wteWe ror . lobbsts tat preps dB ^' �ensee —.Iwye�� d° any aPl'ek+. ee ro Chernben rnwde fa rowylo,�,die ford detvay mrea°tver i ' t 7.IeYbuf. A SliO per rhull 7 below Is subleot to tit if °°`>drprN'. meet. . 7: Thb• b a PURCHASE ORDF s m8!' be —:Fzs- by a!e.mado A . 'or,detvsrY�lrlvd'e rapeye en''� °eetaWmade:dd*,wyarbpabrdp�,kk delively tuys�f W lbr f°d trusses. me u,d ralp„ed`d1°dN°d d0B4O�' t �Yer ell; am.A , . dui°°ro m. p.w.notyy m�ede. ti2b°txe.P7x,ocbk • a egyos , 9, in owokrerstun a 0rya"f 010y�°T sheet �nttl44" ttpn to allterme berebl li or IM Y event a any rtpayIfdehut y, PMMudnedpWlt or for by the Poirtlaw or" the Item W „I _ be ni W" for any Rich action wim RaePant@IAfka WrCor •�, ' ftndatdAnd R�>at,,,,eMadOuW ANSViPINyi•Gq 4 _ 20tY' �^t kkte(Plate Conn,psd _ m hueass e&as On CATEO sroNEo •-�`� Foil , TITLE gaPreadarbarmrybewt"Pert 5=1-03"topleyelrt i Nfultlple Ply trrrasaa must be ►tanned together$ before they are aef, failure to do so _ Per engineering Temporary and Permanent brecing are reiultln roof collapse. 'StudyXd'a and ie the resPonsiblt tofthe uired a� end can factor. Ilfe of the Information packet Included on donvery before setting trusses. .7��esmlatbesetaratbn>cedperdee�glbPmllentr�laygd,;� r Treties must be ad plumb and square Do riot set bunks or atack of other P cdribentrated loads on dr roofing materlal or any . trusses. this can cause collapse, DO USE LAAYOUT Y01ir TRUSSES USING MIS LAYOUT D8JI,I WRN TRUSSES TO SET TRUSSES ' CHAMBERS TRUSS INC 310li Oleander Avenue FortPlane; Florida U982.6423 800-551-5932 �5-2012 Fort Pierce Fax T,Il.ggs.gyll Vero Batch T72-688.20'12 Stuart 'TA2 23g,3g02 , ur_� cw. nutturaeuc'rvr tCS'r`-rt�tJ ' .'•utect's representative's approval fs.NOT a "double check" of the contractor. The c4ntfantor.,sholl ro`F1 �rsespdnsTBfe__...... . for chocking field measurements and other construction criteria. Architect's approval covers general roof serape, review of truss strapping, n and loading o structure from gravity and uplift loads and their re, a live location Approved B Date:_ Braden Braden A.I.A. P.A. 92.0/93.2 MTEK 4.2 DESIGN CRITERIA County SAINT L_UCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C,•-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. T�I Y I Top Chord Live 20 _ Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 w w Duration Factor 1.25 m m > I Wind Speed 165mph m 0. Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. in rQn Highest Mean Height 15"1 s t-y Building Type ENCLOSED �l Building Category Il:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L. Kesua_gnng Uead Load C.B.--Continuous Braci Verify DESIGN CRITERLA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Desi ner and/or Engineer of Record. t' Lel Chambers Truss Inc. Drawing Nanoe: M11392 WScale: 1/4 = 1' 82 total trusses, 15 different trusses. - MI 4: RLC ACAD: RLC Reviewed By: Feel n Date:10/07/15 Revised:03/21/18 1> > > IN > > > > > > n 1 I v! FOR s'�• R 14'40 WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 5 0 � nD5 �?�