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HomeMy WebLinkAboutPLANSi ik:+d�+uti�i� Ykxi C Frµ' +• FILE COPY M lr: ga. by crimp selmet,f wood screws with (type 2) 30 lb felt laps fastened with cc spaced 6 o.c. at all eck to trusses using ached to plywood deck using #9 x 1.5" or at 12" o.c. max spacing over A5TM D installed with min. 4' side laps and 6" and ant tin caps and with 1.25" ring shank nails staggered rows 12" o.c. in field. Attach detail on thin sheet wWI uI I nnarrcu cuu44v uunuo b/ C t1ilcK cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands ELE\/ATiON MOTES: Gulf Coast Supply and MFG 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 4n end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on this sheet 12 SLOPE 4 5/8" thick light textured / '\Flnlsh Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATiON — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 1:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 — An4 changes to this plan Shall be submitted to the architect 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and I Window laps fastened with corrosion resistant tin caps and with L25" ring shank nails — Return ALL Stucco Bands into Window Or D Oor. . a aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 4 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood lack 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 8'-1" T.O.B. - H. 5/8" thick x 8"w cutZ2° oral finished stucco bands a❑ ❑ 3 3 5/8" thick x Sow cut I. h ' ' coral finished stucco bands "\ �5/8" thick fight textured stucco on typical concrete block construction — ---------------------———— --———————————— — — — — —— _--------------- - = Fmisfied Floor Finish Columns with 5/8" thick fight textured i 5/8" thick cut coral stucco orl typical concrete flnlshed stucco bands block construction RiGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows !e Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Tg� Ezpuation Da Design Pressure of Approved Tests 1.2.3 E4 FL# 11499.2 $In le Hun g g Series 185 Mi Windows and doors ram see corner and i",,a. t'l eree�ter this fgnn PT Buck unto mo�'Id ruled CMU add aamtawn am 2.5" ed o rhstame@ in strict adherence to the ra6xr `oval. a ± 60 pat A I1-1108.30 Overhead Garage Door Moddpl 824/811 9 — max. width I6'— max height DAB as "vwL��ro aiaf: 4' Wir'HLC atreve achors block Nth aclut fffisd a 8- It c. h i � :TEJey"{J'kr :a• dI a• , tn„ rq Iwet ,.dp. � 1= to prodick spprwal mod: a a.eem.to m " 't "°"t"es 10-9-21 + 50.0/-60.0 of p B FLU 14414.1 Fiberglass Dew n Pro/ SmoW.h Pro Jeld-Wen Elco 1/4" da. to an with min 1.25" embedment at 3" max tram corner& andill.6' o.c. max. thereafter In head and jambs. ± 50.0 PSF C FL# 15332.2 5hdm Glass g Door Series 420 Md Windows and doors Is-x q• nor a ion s max. `�wCo Wiier dnfil C Naualllmplientanniing min 2 5' adpa stance !'Mrs nomersrice to the product sp roval. + 48.2 PSF — Product Model Manufacturer Attachment Method TT ;x tteo o DesignPressure e Mullions FL# 15353.8 CM-18531 vertical mullion MI WI d r a and doors For CMU use (2) 1/4' x 2 3/4' tapcons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25° wit topping screws per clip as shown in product approval. + 118.9 PSF ROOF FL# 11451.12 5V Crim p Metal Roofing Gulf Coast 5u l and manufacturing 26 ga. 5v cnmp Instal roofing attached to plywood deck using #9 x 1.5' wood screws with self rain washer at 12' ac. max s acin over ASTM D (tgpsr 2) 30 Ib felt underliliment Installed with min. 4e side laps and 6' end laps fastened with corrosion resistant tin saps and with 1.25' ring shank nails epacod v o.c. at all laps and two staagggpeerred rows 12" o.c. In field. Attach dock to trusses using attachment detal-an root plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagean install using 2' x 2' battens at 6' o.c. screwed to soffit framing using #8 x 3" coed acreus at each trur. Install soffit to battens using O 1 Iona rinanails with 3/8' dia. head. +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' dia. solid set lead anchors with 114' die.-20 x 1.5" long SS screw heed combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13' o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' = 1'-0" 2" x 4" top plate 1I 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board � 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition Braden t Braden AIIAt, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3499L #AACOOOOS2 FRONT ELEVATION WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 5V �f C'1 ST. LUCIE COU' NN BUIL G D ISIO REVIEWED FOR COMPL N E /f�J REVIEWED BY 4,10 DATE PLANS AND PERMIT MUSt BE KEPT ON JOB SITE OR NO INSPECTI (S) WILL BE MADE ALL MANUFACTURES CABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field end edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 5/8" thick x 8% cut coral finished stucco bands ICI I=1I0 � -0'-4" A.F.F. 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 PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: �ll'-gp"Roof Pitch. 4:12 Internal Pressure Coe-tlicient. ±0_I8 Subjectability to damage from: Weathering: Negligible Termites: Veru 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 O.6 = 0.126 ASD desiggn Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.6WL; O.LDL+O.LIUL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.4/-51.0 pet Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3Pet Shear Walls Considered for Structure? yes Continuous Load Path Provided? YYeas� Are Components an Cladding Detee� Provided? Yes Minimum Soil Bearing Pressure:2,500 pet. Presumptive: X Bg Test. psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: DOTH: NEITHER: ROOF LiVE LOAD: 31 pat ROOF DEAD LOAD. 10 pat FLOOR LiVE LOAD: 46 bsf FLOOR DEAD LOAD: 10 bsf TO .0 PI Cheri ED = Roof Zone I Walls Zone 4 Wa= Rlls Zoof one Zone5 2 END ZONE ® Corner Zones Roof Zone 3 JOB ,ADDRESS: ���,� � o`,,.^� ,�e� ­Z;6 MODEL: Date Drawn : Revisions Sheet Comm # 3-21-18 GARAGE Drawn by: L RIGHT C.C.U. 12 — 2 � Checked by: D.R.B. OF 5 FLOOD, FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. la a(3/ bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8°t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. a 6" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2 �2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '3/e" 0 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. o 0 1. ALL wood in contact With concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for11z �„ 2�2" handicap accessibility requirements. ,2'" 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation i° x L" P.T. Buck nailed to block with case hardened marls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R31L - see permit info box of code edition 18. Gy�(ppsum board material shall conform to ASTM C36, C-i9, C475, C514, C630, C931 1. C960, C1002, C104-1,C111-1, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R-102.3.5) .' Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation dr,wall into Spacing Mawmum of wood framingmembers Nails Screws 2" x min, thickness Ceiling Perpendicular 24" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long „ %2 annular -ringed or 5d cooler nor OR 0.080" dia. xx 1 5/00 long with Wells Either iL" 8° 141, Direction 15/64" head OR Ggpsum board nail 0.084' dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1° 12" 13ga 15/8" long with 19/44" head 0.098" diameter x 1 3/8" long %„ annular -ringed or Ad cooler nail OR 0.092" dia. xx 1 1/8" long with Walls Either I6" 8° 14" Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with `r 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use VIA" 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 afro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, 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 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 accompan in smoke developed index not to exceed 450 when tested in accordance wit}i ASTM E 84. Insulation shall comply with F.B.C. R314. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 21 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 4' 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 urricane anchor at each truss 12 h with (10) IOd x 1 1/2" nail. PRE-ENGINEERED TRUSSES ( 24° o.c.) suppoffing Max. 4 at 24"o.c. TYPICAL Ie101ba. up lift (shop drawings by manufacturer) Aluminum Drip �''� " \R-30 blown fiberglass Edge t Fascia in bottom chord oP trusses I/2" drywall with smooth ►irish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kaycan full o vent vmsl soffit installed 1/8" die I.5" long precast lintel filled with concrete and (1) #5 bar cant, for bottom row over openings using shank x gaiv. roofing nails with 3/8' dia, head per product approval -see chart sheet u1 1/2" drywall over I" x furringg ?1-roll strips at IL" o.c. with R4.1 insulation on typical 8" Block wells 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" oniy proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vent. w/ 30" overlap Fill call with concrete and at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR vxv #10/10 WwM on 6 mil Visqueen over clean compacted termite treated fill _im IIIXHIll"lW1111- -IIII _ _ui4�1111 HEl=II IIII14" x 14" Concrete footing #5 with (2) 95 bars Cont. and transverse bars at 48" a•c• TYF)ICAL SECTION Scale : 1/2" = I' - Head f ixed door sliding door E i vz" AREA CALCULATIONS Living A/C = 1444 Sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JIL I I I 21' VTR Master f�I JIL Bath 1 I v. I 2" I Lev, 4' 1 2" VTR W.C. JIL I I I Shur. 3" 1 I Kit. Sink i I Kitchen x 1 I I Lw. a° W.C. Bath #2 ahar. 3" C.O. To Septic PLUMBING RiSER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D o o r Detail l penetration at 6" ." max. fromom each corner and 20." o.c_ max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open, Window Description PRESSURE ZONE I. 4'-5i8"x V-3ia' 54ka'x 63i;' Single Hung ZONE 4 2, V-2V'x V-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%s"x 385l," Single Hung ZONE 4 54 %a'x 5'4 %" 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 I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE -0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14" x 81 %z" d ;�;;'" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 811/2" E 2'-6" X 6'-S" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core -Wood - L-Panel - BrFold G X-8" x V-8" x I s/4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel U 2'-6" X 4'-8" Solid Core - Wood - L-Panel - Br -Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - St -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 34'-O" 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch EGRESS 12'-e" L°U 131 iv O O OD m i MASTER 8'-0" to 9'-I " A.F.F.BEDROOM Vaulted oiling 8'-0" A.F.F. G R AT Flat Ceding R OM I I Rod "Shelf 4 I I wl I 8'-0" to 9'-8" A.F. 2 x 6 " knee -wall - w 1 S E T Vaulted Ceiling I below counter top O[ 1 DINING I 1 _ ROOM I a �F 8" Rod Shelf I \°% Vanitq to be 34 Y,high I 1 11.-0 3/4 9 ys, (41") / o " High Wall O I 3'-8" KIITCHEN i - - - I-I/2" - 1 (J - ZTver ang - 8'-0" A.F.F.Ali -1 o N Flat Ceiling - ° O 8'-1" 4" '-O° pper cabinets to extend over Ref. ATH Re. - fry,,...,.. - Rod t Shelf - V-O" A.F.F. OL ao q ° rLL� 0 c Out Flat Ceding SECOND °ry BEDROOM 0/1 D EGRESS N w U\J it i Q Q 2" o IE In Vanity to 34 Y2"high- in i r J / 4"0 Steel Ballard e� detail on this sheet 22= x 54" Attic Access Provide auto Lwith light I closer _____- 150 Panel EGRESS ' GARAGE T 1 1019 V-4" A.F.F. O `i Flat Ceiling N uu w I IL:Ijllu u 3'-I" iU O COVERED 12" x 12' concre a column block filled Oi ith concrete and (2) #1 bars v rt. tied ORC in into lintels above 6" N - 11 Is ° ° o 2'-8" Install windows thru buck into block with 200 tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail a t w I n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - NTS Braden t Braden AIA, PA Wynne Building Corp. MODEL: Dale DrawnaRevisions Architects - Planners 417 S.E. Coconut Avenue T h & Grand Carlton GARAGE Drawn by: Tel : (112) 281-8258 C.C.U. Fax : (112) 281-8283 Spanish Lakes Checked by E-mail: bradenaiascomcast. net Stuart. FL 34941L #AAC000032 Sp Lucie County Florida D.R.B. r-----------------i I--, Block wall in 1 garage to be i struck block I I I I I I I I If I I 1 Exterior face 3'-5" NLL O T N A/C �r Teter Attach buck to block wall 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 2" x V PT Buck Detall at Door crews thru jamb into buck o d„.ge and IS" o.c. max and prior toor attachmant NTS Sheet 2" OF 5 Comm # 12-21 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE =loci# 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED of ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12 CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile. etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" wide. Provide (2) filled cells on each side of openings from l;'—O" to T—II" 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 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 steel. `l. 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/ Thicken edge to 8'x8" 30" overlap SEE TYPICAL with concrete and at each filled cell —,-]SECTIONS one US bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E x i 11 IIII UJI I I I�14% x Mood concrete monolithic footing with (2) #5 bars cont. TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per o Foundation plan 101, 1 (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN to fr^Al P 1/1„ = I'-n„ 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of footer IV below finished floor JK Verify house slab height in field P 30 q COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) U5 bars each way SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated With a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 10 mil Visqueen over q ° clean compacted termite treated fill m u U RCH SLAB EDGE DETAIL SCALE 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. G"xV 910/10 WWM on 10 mil Visqueen over #b bar in curb clean compacted termite treated fill Grade 14"w x Hood concrete monolithic footing with (2) #5 bars cont. 14" ij GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6' PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18 o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Q •. ti ?Yi• n Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue 4B Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaacomcast.net Stuart. FL S419L #AAC000032 I 14 34'—O" 20'-0" 1 1 'al UI 1 14'-0" �— 4 10'-0° r' ° I- L — — — — _I O c �o ° I I I I I I I I ❑° ❑° °❑ ° t -111 FI Filled cell under girder above i FI 1 4„ I s1 Rear Patio/Slab W z t.o be poured separate —7 L , from the house slab. ' I oto r IN Thicken footing to I 24% x 14"d x 24"L R I under filled cell FI I under girder bearing_ r----- — — —— — — -- I Rear Patio/Slab to be flush with bottom of _ I sliding door recess. _a I Slope 1/2" II I( I of I I Fl II I I 4" concr to slab with fibermesh OR I CxC 1*10/I WWM on 6 mil Visqueen over 1 clean compacted termite treated fill 7 FI el I i II all ' V I I ; IN ME IF ry. M I � I I �I I H. — — — — —— —�I r — — 4'0 Steel Ballard ? ( I efilled w/ Concrete I F I 1 _ 1 wwE I .� Iir Ir CIA ccup u T I W aQMX F IIr u� I( Ln I 00 _ I © I F 4 t — — _Recess for _ I ° Garage Door , I 3 F 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above WQnne Building Corp. The Grand Carlton S anish Lakes S�. Lucie County Florida 0 n A/C 41 °V c U� 1t a= NLL O �r M i n FOOTING SCHEDULE Mark Size Description FI 14"111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS ©14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0" MODEL: Date Drawn Revisions 12-4-11 GARAGE Drawn by: RIGHT C.C_U. Checked by: D.R.B. Sheet Comm # 3_ 12-21 OF 5 Provide 45 bare with min. 48 bar diameters overlap Into beam. Tie filled call steel into continuous beam block steel. �\ Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Simpson HETA 20 Strap truss to wall using Simpson MOT with hurricane anchor at each truss 518' dia, threaded rod with min 12' embedment ( 24" o.c.) supporting Max. (22) beam mailseither ento truss Add blockingw'to 1810 lbs, uplift ETA 20 truss leg per detail on this sheet 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 Plywood 4. Use nails or screws bas d on pressure for root stated in permit info box on t�ese pans for zone 3 Keu Area Edge Field Fastener r Max. Zone I 6 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 pef Zone 3 8d ring shank 84 psf ** Zone 3a 4" 4" t#8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans or zone 3 Concrete / Lintel Column Verify with Plan `bt 1 Reber 48 Bar Dia. Min. Overlap to Lintel L oc 12" nn Block Rebar Provide Cast -Crete SUB-OB/OT precast lintel set in mi Mm. 8" Bearing Li �^.� . li; �v..�j��"-'�.I+�'`�'-k'Ytr'1';.•+.'d'tl�F�1?4 Provide PT Buck attached per ]amb etails into filled cell 4';' ::) 4` Pre -cast Sill C`y'i ,1 t �Pourad Filled Call Provide #5 bars with min. 48 bar diameters overlap in Pilled call. Tie 7fillad call steel into continuous Pooter steel. CBS WALL Scale: I/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of 4 trues with lOd x 1.5 Halls at " O.C. Install Simpson MGT into wall using 5/8' dia. threaded rod not min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKiNG DETAIL A t t a c m n t AT GIRDER STRAPPING AT CENTER BEARING POINT N73 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d Halls. Substrate to be 19/3Z' COX Plywood nailed at 6" o.c. in field and ad with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end lap spaced L o.c. at all isle and two staggered rows 12 o.c. in Field. Attach deck to trusses using attachment detail on this sheets Fastened with corrosion resistant tin caps and with 1.26" ring shank nails LINTEL SCHEDULE Mark Window or D Unit Width51ze Lintel Cast -Crete Specification Rows of 'He Block AbOV� " " Bottom steel Sic Top steel s12e Max. Gravitg Load IPLF) Max, Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-6" 8198-OB/IT I #5 3049 ISL9 1024 L31 2'-L' 4'-O" 8108-015AT 1 #5 2561 136S Us L46 1 4'-5" 1 W-10' 8F8-OBAT I #6 nos 9041 1 339 L50 5'-O" v-6' 8P8-OBAT 1 45 1238 836 1121 1.60 6'-so T-V BF8-OBAT I #5 1011 121 534 LBO V-O" `l 8F8-15/2T 1 #5 2 #6 152 541 512 L90 9'-O" 10'-L' BF8-IB/2T 1 #5 2 #5 L43 630 401 1.9015 9'-O" 10'-V 811I6-I8/2T ONE I #5 2 #5 loss lies 401 LI00 10'-O" II'-4" 8F8-IB/2T 1 85 2 05 582 494 452 LIOOB 10'-0" ll'-4" 8FI6-IB/2T ONE 1 #5 2 85 1366 1028 452 LI20 12'-O" 13'-4' BF8-I8/2T 1 #5 2 #5 411 428 324 Ll20B 12'-0" 13'-4' BFIL-I13/2T ONE 1 #5 2 U5 1015 110 324 LI40 14'-0" 15'-4" BFIL-IB/2T ONE I #5 2 #6 1250 409 2541 LILO IL'-O' IT-4' 8F8-IB/2T 1 #5 2 #5 300 142 194 LI60B 16'-O" IT-4' 1 BFI6-I5/2T ONE 1 1 #6 2 #5 950 1 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) i0d x 1 1/2' nails - ( 24° o.c.) suppporting Max. 110lbs. upldt Aluminum Drip Edge t Fascia 12" Kalican fall o vent vinyl eoffit installed uang 1/8' do shank x 15" long gale. roiling nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) 381 bars vert. tled` -"' into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuousBEYOND Top or Tooter IL" below finished floor 12 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter " flash Nail ledger to gable end truss with (2) 10d ils at each web hi -rib lath vertical wood i 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' Slope per Foundation plan C crate Anchors Per Poured Concrete a Ma urecturare Space block wall / ,I/1"Maxi Aluminum Panel Sizes per manufacturer See Tuwcal Stud Detail �+ 1/8' x 3/32' Wing Nut w/ v° appropriate washer and spacing I per manufacturer's Details rr. se. a. .oce• I I m � o4r I c o I � E I I c m m 1 i m I = I I I I I i aeu• Stud Detail Poured Canwete or I nrs concrete block wall \ I Stud w/ Die Cast zinc \Y n Nickel Plated Ubng Nut 1/4• Concrete Anchors Per 2- Manufacturers Space Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGiNEEREED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) O Vill H to _ L X N +1 41 I o n a a 2s� ui u ZL Q O E to u N s Brace Gable end with 2" x 4" SYP #2 min. -"8ft back nailed to bottom of top chords using (2) IOd nails at each truss i- uo O .Qu � u U W d GI y N All drywall to be installed per FBC R102.3.1 - T and shall meet all pertaining ASTM codes. ETA 20 to Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and bar (D #5 vent. (t . "ppacenofexd ed O O A 48unless otherrwien p. Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET concrete slab with esh — L"xd' mil Vi#10/10 WWM on L and Vlaqueen en over TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill 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 METH H— �i ,.�II� TRUSS MANUFACTURER _����IIII=1111=III =1111 IIIi- FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR 14" TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Tgplcal Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION yR-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fl-foil -insulation on t pical 8" Block walls am W, A FAMI WAMA"FA OMAN WAA I Sol rI � 05 IEEE ME I� - PANEL "A" Pdee BR Load Wire Description Ciro# Ciro# Description Wire Load BR Poles 2 40 1 -1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4S kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 60 2 7 a 1 20 1.8 kw #12 Pump 9 10 Dr er #10 9.0 kw 30 2 li 12 I 120 1 1.5 ku 812 13 14 Dishwasher #12 1.2 km 20 1 I 20 1 1.5 kw $12 Microwave IS 1L Refrigerator #12 1.2 kw 20 1 I 20 1 1.5 kw #12 Kitchen 5.A.C. 11 18 Recapts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepu #12 20 1 1 20 1.2 kw 812 Clothes Washer 21 22 Recapts #12 - 20 1 1 20 0.81 kw S12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 26 2L Recapts #12 '-' 20 1 1 20 1.92 kw #12 21 2a Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts #12 20 1 I 20 #12 General Lighting 31 32 Recepts #12 20 I 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 20 412 General Lighting 35 3L Bathroom GFI #12 20 I 1 20 #12 Smoke Detectors 3� 38 General Lightmg #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lightmg 912 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3. watts aq. ft.) Small. Appliance. Circult(s) . ... . . . ....... . . . . . ........... . . Rapge, .,,,,.... ......... .................. ...I............. Refr{gerator.................................................. Microwave..................................................... Dish, Washer ................................................. Clothes,.Washer............................................... Clothes..Dryer................................................ .W,ater .He ... ater.................................I............ Water„Pump................................................... Garage.Door.Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5,205 2 1,500 3.000 1 12000 12000 I 1,200 1.200 1 1500 1500 1 1,200 1,200 1 1200 1200 1 5,000 5,000 I 4500 4500, I 1.800 1.800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% I O 10,9LL Electric Heat or A/C 10,000 045% I 10,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = I50 Amps Electrical S mbol Legend $ Single Pale Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PB Push Button Switch S r Exhaust Fan xx Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wail Mounted Light F.fmt aterpr groundfault circuit PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cN Carbon Monoxide Detector � Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light I ® 12 x 4 Florescent Light ® Speaker Hook -Up Fil I Intercom H.IS Vert th_r_u_ rJO�f It PATIO/SLAB Center Registers CFM IL9 CFM on tailing fan lOxlOx1 I OXIOxl IL9 �, DINiNG ROOM as 232 CFM 12xLxl 12" i0 CFM IOxIOxL MASTER BEDROOM 143 CFM IOxlOxL ICJ r• ,VC 12B/ LOSET 8 Cis ex" r F---r 0 C -. 10, --7------J SECOND BEDROOM 12xI2x8 I I B/A ICJ COVERED PORCH ®= JUNCTION BOX TO SUPPORT A BAN � I r � � � � � � O O = THERMOSTAT LOCATION � E C H� U7 B/A = BALANCED AIR Electric Notes: SCALE: I/4" = I'-O" I. Use copper wire on] � no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all, required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper workng order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 lines thru be 19. The electrical system shall be completely and effectively 10. A/C Refri erant that are run slabs must AVC grounded as required by the latest edition of the N.E.C. sleeved in 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. Ail work shall be performed bg a licensed electrical labels where applicable. 13. contractor, the completed system shall be fullg operative. Contractor shall pay for all fees, permits, testing; and 21. All equipment and panel sizes shall be verified before to inspections including blower testing where required ordering. The contractor shall provide circuit routings 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that mag have been damaged. 25. Dryer Vents to be installed per FBC RM1502 A/C 150 Amp rl Meter Panel AA�I GARAGE r----------------- I I l I I I I I I I I I I I I I I I I I I 1 l I I A/C disc. O >kZ/O Aluminum feed A I ihM' Conduit PANEL M TB AHU 2" PVC ( FPL 2" rigid service FPL Bato ri�5 #L cop eP win coot. prebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Soffit Braden It Braden ,AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaOcomcast. net Stuart. FL 3499L UAAC000032 Exhaust Duct Thru Soffit - Wire For e Front Post Light /overed Porch 1 MASTER 1 BEDROOM I f � wF GFC \ / y I 151 v v e CAR AT Smoke / Carbon wr' R O M M- - - onoxide Detector Combo \ � n O I I ' I LQSET Fri - DINING I ` GFCI /i1r ,---r ROOM i G CI .d.1 / \ IGFCI 4FC1 \ 14 I S f \ �I KITCHEN I _ Smpka./ C9rb= - J Imo' onoxlde Detector c Hmss S Combo 3'-2" 3'-2" 24" \ so M 1\ ( GFC IF _ \ \ FCl W / 1 enter I ? 1 �S COND % BEDROO�1 / V ®/ / .. I / \ GFCI \ tQVERED / P dRc l T - n IL" 227 x B4" 1 Attic Access i L with light / J / �Optional R IS'D Amp panel location I / Panel Pull chain light in attic 42"h GFCI GARAGE Garage Door Opener r-----------------i I I I I I I I I i I I I I I I I I I I I I I I I ELECTRICAL PLAN U1 P o G Post Light with Photo cell Wtinne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GFCI Install owlet u> under d15c. not shown for O clarity A/C eter SCALE: 1/4" Attic Ventino Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I.l.ib sq. ft. required Frovide A Continuous Vented Soffit MODEL: Date Drawn 12-4-11 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.S. Revisions Sheet Comm # E - l 12-21 OF 5 e A=LIFE SAFETY WARNING This symbol identities Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALLI TRUSSES ARE TO BE SET AT 2'-Or ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE /A I IF MULTIPLE PLY. All DON'T LIFT TRUSSES VITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or I'I ss 0 degrees for less f— 1/2 Line span op Truss must be set this way if crone used. Trass is an example. your truss may not match. ,sist crone operator sets truss this way. 30' to 60' Span A SDreader Bar hag f_Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example. truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beamsli & lintels must be in place at indicated height before trusses A are installed. A AIR HAN�I IF=fR Nt7TE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A RANGER Carrying Girder --- For Truss to Truss Connections see hanger/connectorYNallsmustbeas de tabs o schedule in engineeringenails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR V1 P rM 12 4.00 r— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 [­---� � .00 8.-� upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT The Arehlteet's or Are lrect's repreaentetive' shop drawing approval la NOT a a Th"double check" of fha contractor. e contractor shall remain onglble for checking field mensuremenragpts�nd a _ other ensure criteria. Architect's pproval covers general roof she review Of truss stra Pe, structure from g faultPPinndd and loading on y auplift loads and their re ctive to cations. Approved By. Dale 9raden & eratlen 4.1. . P.A. FABRICATION FABRICATION AGREEMENT' TR4A9E3 CANNOT W8TAMM UtML TM AO TIM kola deevlp m of the poPa?ywhere the bwsn R Ek blleff iInSIstipiW a RMRWM 'Ic .T aiil7Z�fe0t7 whkh'9tine.aeaar,pttq,wr °CO0fdB1� with fNe page plsoerne d ,m broal d°t0frrllnirtC ertocrroeRll fabrk di--N. ..—_-- �ed nwtl b ChamMn Tnaa tvkhkt tat Er ttiA bs a0oad..m tins . Nte. R M line brrYwYtY b p 11p die s01e amradlylo dsbemrhrs I .d* yClwnben MM nn ba net ha s to btirnbere Tltw 6or'kn�vgty cuy due llo als�mIdid' .' of ttue . RI u tle�APh 7 bebw b subject to clwnps r ear chenWt ae made thhtleyolit A $60 per has fee farlelrbtans OW be Mrarpd by CMmbas Ttnas. • ' hi b*0reentat a aPURCKASE ORDER 10 rs"W"I Moe Invoke will be mddaff.vwy Invoke may beeds oTrlruse of In watt speed t4 a r nth dorrery of feblical Made blew. The d scheduled debt bf deuvaY payer cerW aws�, ahmaye fee for coReIn" h The d Weal to pry Chw"*.Tfuss malloubld dteips wa be added ford wane not pwd." ien L made. 1.tn x per moaM sere 0, N canoe tl of c n6aa on 'how cmftfte dw ft aasanerd m.i tam. hash. urtmndeornapY tiaerar ba pay rani when eny endfor '�Ya0s1etIndebilit* undaatpned u� lr maWIW end the w dared t,drms �wdn scree ti wymead a ms9edd be made by the Tee the event of arty ftetio t oatoananG tl�b a{trsemem. the Ram rtatdsttad Mnualer bbfe 8payamrds aW ►1,0010 referred per' �a PvRes epos tlwt rta ePla venom for any such action will 1Rs;f� � was pua.'Natlanal slardand and RB�nyrtadgeRnes On gNgrryyyyrC,44-2�—. rz Mama Pla<e CarNieoled wood 7nrseae Multiple ply trusses must be fastened tcgather per engineeHng before they are so( failure to do so can redsult.in roof collapse, Temporary and pennsnent brecng are required and can save Ills and property and Is the responsibility, of the tens erector. 'Study the contents of the Ufonnatlon Packet Included on delivery before setting busses. ..'IHseesmwtbeaetaldbracadpardaelpnf�pretlar,t�yS Trusses must be set plumb and square Do not set bunks or stack of Plywood, roofing nuftrlal or any _othsi cdtiCentreted loads on busless, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED wITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerde, Florida 30824423 800.551-5932 FortPierce 772.465.2G12 Fax rj¢ {85,5711 Vero Beach 77 ."S.2012 ua_L w.rUAUQCDQT Stuart^M206-3302 B 0 r i r f 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE — - Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFIRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake r o Loading in PSF Roof R.D.L. >°. _ Top Chord Live 20 Top Chord Dead 7 4.2 20 s to I o Bottom Chord Live 10 Non -Concurrent °i .r Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 m w Duration Factor 1.25 o Wind Speed 165mph Top Chord C.B. Sheeting by builder. in Bottom Chord C.B. Sheeting by builder. w r Highest Mean Height 14'-Ow Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W F- Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsilbility, of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III A PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 �� �Ml�d IV 90