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HomeMy WebLinkAboutbuilding permitGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over 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 12" 12" H. 5/8" thick light textured O O stucco on typical concrete � �• � block construction O' Finish Columns Wlth 5/8" thick x 8"W cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' = 1'-0' ALE\/�TION NCT�=S: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered, rows 12" o.c. in field. Attach �/ v t.nit.N t.ul, t.vi of SLucco on Lyplcal conCreLe finished stucco bands block construction REAR ELEY TiCN SCALE: 1/4" = 1'-0" 171D -O/ai ST. LUCTF COUNTIV RT-U,PFNC npTcInv REVIEWED FOR CONLFLLIN E REVIE:O'ED Y DATE PLANS AN EVIT cT B ,EPON JOBKT OR NO INSPECTION WILL BE MADE. CONCEALED FASTENERS OR ATTACFIMEN" ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD /8" thick x 8"W cut )ral finished stucco bands UFACTORS AND SFSfC,C Cpbµ+ N?11i FBC ENERLIIANCE Oy CODE MUST REMAIN ON ALL DOORS AND Vt4NDows UWX INSPECTIONS ARE APPROVED - Overhangs at I'-O" unless otherwise noted on Roof Plan R c of Itch a t -' :12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #11(51.12 THESE PLANS AND ALL PROPOSED WORK p 26 ga. 5v trim metal roofingattached to I Wood deck using49 x 1.5" ARE SUBJECT TO ANYCOE TORS H _ oil p p y REQUIRED BY FIELD INSPECTORS THAT wood screws with half sealing washer at 12" o.c. max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 A n (g. changes to this plan Shall be submitted to the architect (type 2) 30 Ib felt underlayment installed with min. 4Q side laps and L" end MAY BE NECESSARY IN ORDER TO 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails COMPLY WITH ALL APPLICABLE CODES. wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. a aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb Felt underlayment installed with min. 4' side laps and 6" end ^ I III deck to trusses using attachment detail on this sheet / laps fastened with corrosion resistant tin caps and with 1.25" rig shank nails - Return ALL Stucco Bands Into W I n d ow or Door, RM�� RE spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach iE E T sick to trusses using attachment detai on this sheet qj Eli REQUIRED 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. 12 i field and edges with IOd rig shank galvanized nails into truss webbing. 12 4 SLOPE 4 SLOPE T.O.B. -i- L 8'-I" T.O.B. 12„ 12„ H. 12" 2" C.H. 5/8" thick x 8"w cut •H 5/8" thick x 8"W cut ®® ® E] 3 coral finished stucco bands ® coral finished stucco bands ®®a O . 3 coral finished stl stucco bands 5 cut \ 5/8" thick light textured ®®®® stucco on typical concrete 44 block construction Finished Floor - - - - - - - - - - - - Garage Finished Floor -O -4° A.F.F.5/8 thick light textured Finish Columns with ------------------------------------------------- 5/8" thick cut coral \ / /� j�I stucco on typical concrete finished stucco bands LEFT E L- E Y A T i O I �l block construction FRONT ELE\/ATi0N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doom, Windows & Skylights Opening Type NOA/FL NUMBER Product Model �f Manufacturer Glass Attachment method E3 Ira Date Design Pressure of Approved Tests i•2.3 ++¢ FLU I1499.2 Single Hun 9 9 Series 195 min Windows and doors L ip. x cons WW mirt QQn�t, ton at mt� rom each corner end Lv o.c. tharaarter thro�gh P �uck mto wlicl filled CMU wall maintainingmin 2.5" edge distance in strict adherence g to the product approval. ± 60 psf A I4-0330.02 Overhead Garage Door g Model 824/811 9'-4" max. width I6'-0" max height g DAB rot x uc to camcrata Wept imth W filledNth U #5 bar vert. using 3/6' x L' Hilts HLC sleeve enahaw et a• o.a ah L}s• ilia. washer. with mn. T silo. distenee. In.twtl tr k to buck ' °t�arsla •ex 1 5/6 fun thread lag scree. m each ac tit namuck doe date x - GC to stnctlg adhare to product approval rMId1 /li• t Im , M raw *Wt. 10-9-21 + 50.0/-LO.O sf p B FLU 16614.1 Fiberglass Deal nPro/ Smooth Pro Jeld-Wen Elco 1/4" did. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Widows and doors i% x SWcon' al dmr� Cenettation at Max. Km" sac corner end l" o.c. a ou in row g min fter throng in Buck into solid Ailed CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model III Manufacturer Attachment Method EBSpuation Date Design Pressure of Approved Teats Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1,25" self tapping screws per clip as shown in product approval. + 118.9 PSF_ Roof FLU IIL51.12 SV Crimp Metal Roofing Gulf Coast Supply manufacturing 26ga. 5v crimp metal roofing attached to plywood deck using R9 x 1.5" (i a 2) 30wilbh felt underla ment eiinstalled with minx spacingover and6'and laps fastened with corrosion gresistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.I ia. x 1.5" Ionia rina shank nails it / " dia. head. +55.0/-35.0 PSF Hurricane Panels FI# 150%.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at W' o.c. base -board -1 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts PERMITTiNG INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate Mean Roof Height: Il':;p Roof Pitch: 4:12 Internal Pressure Co�4icent: ±0.18 Subjectabditg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Ex)osure Classification: C Roof ads Teo L:12 PITCH O Adjustment factor for Exposure Height: 1.21 x O.6 = O.124 ASD desiggn Load Combination. ASCE 1-10 Section 2.4 DL+LL: DL+O.4WL; O.6DL+O.LLOL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.4 psf Roof Zone: 2. +20.t/-51.0 psf Roof Zone: 3. +2O.4/-84.0 pef Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Zone: S. f Zone I WWall all Zone: +38.8/-31.e psf WnIIRso 0 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-4O.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Soil Bearing Presaure:2.500pai, Presumptive: X By Test: psi This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD. 3'1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J5 oaf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 3 FLOOR FLAN i CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verify ALL notes and dimensions prior to te high by 4" diameter steel crash post. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slab (3/8"t so ksi steel plate) a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2%2" 2 S. ALL Concrete used for slabs shall be min, 2,500 PSI concrete. % o ' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to I shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. O 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'-S" wide door at one bathroom for 2%,6 2%, ° handicap accessibility requirements. %,i „ 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6, 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 I" x 0 P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened „ails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 Cc%0, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. s spacing p g of fasteners Nall sizing options for dr wall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12° 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail )/2 OR dial x 1 5/8" long with Walls Either 16" 8' 14,.0.080" Direction 15/64 head OR Ggpsum board nail 0.084" dia. x 15/8 with 9/32" head. Ceiling Perpendicular 2.4" 1" 12" 13ga 15/8"011oong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail s OR 0.092" dia. x 1 1/8" long with Walls Either I6" 8' I6" Direction I/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3AC tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product al�proval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, 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 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 MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ 51mpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supborting Max. 4 Ie101bs. 1 at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia V- in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kayean full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 for bottom using 1/8" die shank x 15" long gals. bar Cont, row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at 16" o.c, with R4.1 Pi -foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete ! and shall meet all pertaining ASTM codes. block construction 00 Mortar to be Type M only proportioned per FBC R6o1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell () #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 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade y I I I I -III I :`''. '''' IIIIIIII-IIII-III - ''iI IIII _711 i i_ JI IIII�II�=111 ( 1114" IIII"' IIII „IIII 140 -III - x 14" Concrete footing with (2) 45 bars coat. and 45 TY F i C A L S E C T I O N transverse bars at 48" o.c. Bottom T SIid1n 0 2 Masonry Beam I D oor At Masonry Wall N.T.S. M, WX fixed door sliding door Sill D�tall NTS AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 1.41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I 21" VI1TR Master r�� Bath 1 2. h1I 2" Lr Lay. 1 4" 2" VTR W. JIL 3' I I I 2. shw. 3" / Kit. sink 1 I Kitchen 2 I Lay. ' 3' w.C. Bath #2 shar. 3„ 2. C.O. x,To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvalJamb Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a'x 63/4" Single Hung ZONE 4 2. 6'-2%a'x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%2"x 385'8" Single Hung ZONE 4 4. 1 4'-5%a'x 4'-2 All 54%"x 541 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 O enin Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, 74" x Sl %2" of rrecaua" Sliding Glass Door I ZONE 4 D 2'-0" X L'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-0 X ii Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 34'-0" 9'-6" 12° 8'-6" .12" EE EE Eo 0o N EGRESS E 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p ❑ Covered Porch 0 0 12'-8" E E N O EE E O ° E E EE m c E ° MASTER 9 ci BEDROOM e'-o" tol 9'-8" A.F.F. V- F v a(8'-0" A.F.F. Vaults Ceding f tFo) Flat Ceding GREAT o E ROM C I N I E E Rod t helf 6' 4" H.S. m Vanity to be I I s 1 ;r n� r 34 %2„hig a- 1 in N CLO E I I E o 0 `� O 2" x 6" knee -wall 8'-O" to 9'-e" A.P.F. below rr r I counter top I Vaulted Ceding I I DiNING LINEN Is,J CABINE _ _ _ Rod t Shelf 8 7s� �p I ROOM Q W � � C W A T H �� I E 0 Vanity to be O LU 34 %2"high �E IoNI iv m KITCHE>�l HighWall Veni Dryer through wall L _ _ 1-1/2" i 8'-O" A.F.F. UverTiang - Flat Ceding 0 NEV(V 0 Upper cabinets to D Oi �y extend over Ref. 3'-O" i e'-I" N 2" filler " l- a ef. R n o /'� I E BATH _ L.i I arxng rwl�i>v -�aat - ❑ R-II Batta nwletion w H O Rod t Shelf ry E - - - - - O -I E ^ O A / l• uLbj 41 4"� Steel Ballard See detail on lYjirzsl�ge " " - r1 I 22" x 54' I" I j F O Provide auto Attic Access G N E closer L _ with light ❑ _ 22" _ _ 8'-O" A.F.F. 150 Amp 4„IT Flat Ceding m d Meter P nel 6'=0" u'-6° © SECOND GARAGE EGREssY BEDROOM E O '-4" A.F.F. EO MT EO � Flat Ceding E r E N I F\O,, O0 ❑ o ------ r-------- ---i EGRESS Block wall in gar'gge to be O E E i struck block T O C O I 1 - T I 1 C VER D a I I 12" x 12" concrete column block Filled I 14 6 I 0RC with concrete and (2) 1 bars Vert. tie O into lintels above Ln I ® I 11'-6" 6" a O N - °o ° 00l 130111 IM EE 3'-5" 9'-0" 3'-5" 2'-8" 2'-8" 4,_2„ 5,_4„ 15'-10" �41 9'-6" 34'-0" Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6' 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 lock with case hardened nails Detail a t w i r d OW S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMS, HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall --\ Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c, max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door #8 Woo, at each prior to A q screws thru jamb into buck Inge and 15" o.c. max and oor attachment NTS Scale : 1/2" = 1'-0" STRUCTURAL NOTES: L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 4i PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, $ 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL, WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 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 18 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. -1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE I-1/2 RECESS FOR OVERHEAD DOOR 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE /� FC U A D� T f C N L 4 N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 I #5 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 6'-O" to 9 '-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2�" 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 -I( and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ SEE TYPICAL 30" overlap at each filled cell ECTIONS 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade =(III I (III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" II TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan r ; (`I 0" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of footer 14" below finished floor SCALE 1/2" = 1'0" Verifg house slab height in field is .L III—(III — 30"x30"xl6" concrete column footing with (4) = I F_ #5 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1`0" SCALE: 1/4" = 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous Cx6" 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill GRADE. i mi I„ III � "''` IIIIIIIIIIIiill $" N PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #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. 6"xC #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" 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 �-rs 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 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 34'-0" 00 00 ��� iiioo OO ° T Er - - - -- le � � FI F L— — F I I Filled cell under FI 0 girder above 24„ Rear Patio/Slab r- I r J to be poured separate 0 from the house slab. d oI I m I 1 Thicken footing to 24"w x 14"d x 24"L I FI under filled cell under girder bearing. 00 O O ° 71 1 1 T70-1 I I I I imo L—te— -- —— — — — — —- u I Rear Patio/Slab to U c be flush with bottom of v a-y q I sliding door recess. I i° H oN I Slope 1/2" I i- � r- o I I �- I�- I I F- O I FI I^ 4" concrete slab with fiber ash OR I � o Jl 6"x6" UIOAO WWM on 6 mil V squeen over ° I clean compacted termite tr ated fill I of IE IF- -a- O a e I i 0 N I I H.B 4' O" Ia 1 to o A/C Or— #I 1 4"(0 Steel Ballard FI h filled w/ Concrete 0 I F�_ F5 W Jr: I I y E InU I I I I -'�E O 1 I o` 100 00� La E) c `u O o I \ I \ FI I � N U0 F51-----JO v LLj I O O -O OE o l X " E L —' Recess for — — — _ J ° l v7 rl 1 EO °� Garage Door OO DO -- °--------- o :o J J_ L IC p 9'-O" 3'-5" 6' J F -2" 12" x 12" concrete column block fille°d with concrete and (2) #7 bars Vert. ti into lintels above FOOTING, SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3O" x 30" x I6"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/3' CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 8d ring shank 45 psf Zone 2 " 6" 8d rinq shank l6 psf Zone 3 •4" .4 Sd ring shank 8"4 psf ** Zone 3a 6" 6" IUS wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Verify with Plan 12 "x 12" I Column Block Rebar Column t0 Lintel Rebar 48 Bar Dia. Min. Overlap 4ttachment NTS Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel Provide 45 bar set in pre --cant lintel into beam where length of the opening calls for it. Provide Cast -Crete SUB-OB/OT precast - lintel set in mortar Min. B" Bearing ovide PT Buck :ached per jamb ails into filled co 4" Pre -cast Shc � Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Scale: I/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/e" di threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T pe 2 felt paper using Bid nails. Substrate to be 19/32 CDX Plywood 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 #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two ataggered rows 12" o.c. in field. Attach deck to trusses using attachment detalll on this sheet \ Additional Precast Lintel _ #5 bare . ;r ''-a'• CLEAR •` Lintel Length Bar Length Clear Span Bars "B" Bars '-L" 2,#3 none 11 , '`y', 1 11 1 1 r 1 2'-10" 2'-8" 3'-4" 2'-2" 2,43 none 8118-OBAT BF8-BAT BPS-IB/2T Additonal 4'-0" 3'-10" 2'-8" 2 #3 none #5 bare CLEAR.�, ��.l ` 4'-6" 4'-4" 3'-2" 2,1*3 none - me Row of "H" Block Above ;*':: 5'-4" 5'-2" 4'-0" 2,#3 none 5'-10" 5'-8" 4'-4" 2,#4 none �'•"i,,nPrecast Lintel 6'-L" 4141 5'-4" 2,44 more Additional'•`...`'. i 1'-6" 1'-O" , 6'-2' 2,45 none bars ''____J 8FIL-IBAT 8FIL-IB/2T 8'-4" T-10" �'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60, I. min. coverage or steel=l.5" 2. min. bearing required ! ea. end=8" 3. standard for rein(. steel=ASTM A6I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Sim Cast -Crete Specification "Rowe oP H Block Above Bottom Steel 51w Top Steel Size Mex Gravity Load (PLF) Max Up kft Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-0 81=8-OBAT I #5 300 1569 1024 L31 T-L" 2'-e' V-I" 4'-0" BPS-OB/IT I #5 256I 130 163 L45 4'-5" V-10" 8F8-OBAT I 85 1 1105 909 339 L50 5'-0' V-L" BF8-05/IT I #5 1 1238 835 -121 LLO 6'-8. T-L" BF8-OB/IT I a5 loll 121 534 LBO 8'-O" T-4" BF8-I5/2T 1 #5 2 #5 -152 591 512 L90 all 10'-V BF8-IB/2T 1 #5 2 #5 L43 530 401 L90B T-0" 10'-L' 8FIL-I8/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-0' II'-4" BFB-I8/2T I #5 2 #5 682 494 452 LIOOB 10'-O" II'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1366 1028 1152 L120 12'-0' 13'-4' 8F8-IB/2T I #5 2 #5 411 428 324 L120B IT-0" 13'-4' 8FIL-I113/2T ONE 1 #5 2 #5 I0l5 -1i0 324 LI40 14'-0" I5'-4' 81"IL-IB/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O" IT-4" BPS-IB/2T 1 #5 2 1 #5 1 300 192 194 L140B IL' -Om IT-4" 8FIL-I119/2T ONE 1 #5 2 1 #5 1 950 1 SOO 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. IBIOIbs. uplift Aluminum Drip Edge t Fascia 12" 2" x G" Sub-Fascl Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. roo(ng nals with 3/8" dia. head per product approval — see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) 41 bars vert. wed__' into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer 14" below finished floor J 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Its at each web 1/2" thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4' penetration into vertical wood framing 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 c Slope per foundation plan `: , -uil-uil-IIII= ����1 IIII IIII IIII IIII-IIII I ' _ I1iiIl�l�lliii,,ll��= ;IIII IIII III �� -�� I I I I—IIII I I I I IIII—IIII—IIII I I I I IIII— l i,. -1 I11 I I1 I =1 I Ili - -1 14e P I IIII,,, IIII1—IIIIii_IIit—liii 3 Tublcal Section at Front Forc Poured Coi concrete b Poured Concret concrete block i Concrete I Manufacture Plush chore Per Specs lax Mounted Shutter Detail Aluminum Panel Silas per manufacturer — Sea Tuaical Stud Detect 1/8' x 3/32' Wing Nut ui/ appropriate washer and .pacing m per manufacturer's Details m J I V / Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut V1• nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd Haile at each truss PRE-ENGINEERED WOOD TRUSSES > s 24"o.c. TYPICAL ( shop drawings by manufacturer ) to is = 4 X R r s 0� N a) m 41 .e a Q 7 0 N U r.� O as in U o 0 ERL ms_ 0D O CT) (a N N L QL s LIJ EUIC Brace Gable end with 2" x 4" SYP #2 min. 8Pt back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U tt5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 t`i-foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" o* proportioned per FBC RGOI.I and Mortar joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) J: FIII cell with concrete and ROOF (D #5 bar Vert. (typical). Max a acing shell not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. ut)llft WN MA fle FA MAN rA Am AV, 'A qffil I FIRM W AIWA WMA" ri All AWIAMEA VA"A OFA WMA EA AWA MAIN IMEr"Al , WA O"A u ,K ON i 6 FLAN HETA 20 O N LLI O w a) to X L � r OUrn N F_ LL H LU L d J to el U do LL W Ln U N L L 7 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR CxV #10/10 WWM on 6 mil Visqueen 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 TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" circtt Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 Pales BR Load Wire Description circtt 2 40 1.0 kw tt8 A/C comp 1 3 4 2 30 4.5 kw #10 40 gel. we HTR 5 L Ran a 44 12.0 kw 50 2 1 8 I 120 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 1 2 11 12 1 20 1.5 kw 412 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw u12 Microwave 15 16 Refrigerator U12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 Is Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts 412 20 1 I 20 1.2 kw tt12 Clothes Washer 21 22 Recepts 012 20 1 1 20 10.81 kw tt12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw 812 25 24 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 20 412 General Lighting 29 30 Recepts #12 20 1 I 20 u12 General Lighting 31 32 Recepts 912 20 1 I 20 #12 1 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 $12 Smoke Detectors 31 38 General Lighting #12 20 1 I 201F #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) ,General Lighting. (3„watts .sq.. ft) ................... _ .. Small_ .A,ppliance, Circult(s).. _ .... . _ . .. .. .. ....... Range ......... ......... .................. ................. Refrigerator . ... . . . . ............................... . . Microwave.... ............... I ............................ Dish Washer. ........... ................................... Clothes..Washer,,,,,,,,,,,,,,,,,,,,_,.,..,_.,...,.,..,,.,..,. Clothes .Dryer ............................................ I ... Water Heater Water Pump ................................................... .Garage Door Opener ....................................... 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1200 1,200 I j 500 1.500 1 I200 1,200 1 1200 1,200 1 5.000 5,000 I 4,500 4,500 1 1800 I,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light ,% Double Pole Switch ® Eyeball Recessed L PB Push Button Switch Exhaust Fan Duplex Outlet '¢' Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light �Grc Waterproo ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac Electrical Meter Q Smoke Detector !hw Ceiling fan © Television Jack Telephone Jack AC Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 0 Intercom Vent-thru --- Soffit AiC Meter 143 CFM IO)dOxL MASTER BEDROOM 10 CFM IOx1ox6 12x12x9 B/A 12x12x B/A° F\ o 150 Amp Panel I° 10" iiFAJkjr1�� I GRE;AT ROOM Center Registers 169 CFM on ceiling Pan IL9 CFM IOxIOx I \ lOxlOx1 1211 L- - - - - - F- - x Access F- - -- 1 Attic -c Accew With light L- - - - - J GARAGE I r----------------- i I I I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN M F.0 �--I � N f C � L L � Y O u T O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-01' I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RM1602 be 19. The electrical system shall be completely and effectively 10. A/C gBrant lines that are run thru slabs must in PYC sleeved m grounded as required b 9 the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay, for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. I6. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 E. I W RJA1 ICe11120; k 20x20 l I I I I DINING ROOM LON 232 CFM 12xLxl SECOND i BEDROOM j 12x12x6 -1 B/A COVERED PORCH A/C disc. ISO #2/0 Aluminum feed AMP I %' Conduit PA EL M TE AHU 2" PVC ( FPL)-r 2' rigid service FPL Bare ttL copper wire g to 45 cunt. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru S oirfit Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaSiCOMCast.net Stuart. FL 3499L #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GF Install owleAoru) under discnot shownO clarity �CTRfCA F:)A Attic vertircq Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio I/ISO = 14.16 sq, ft. required Frovide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida PATIO/SLAB SCALE: 1/4" = 1'-0" Post Light with / o Photo cell c« vW v q 6'-3" Date Drawn Revisions GARAGE Drawn raven LEFT by: C.C.U. Checked by: D.R_B. w IL H.B. Exhaust Duct Thru Soffit Wire For Front Post Light Sheet Comm # f E -1 12-2� OF 5 A, LIFE SAFETY WARNING This y bol identifies Life Safety Warnings that should be read nivpd sbecial attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-O: ON CENTER EXGEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE TENED TOGETHER PER ENGINEERINC BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Span;or less 30' to 60' Span ` \160 degrees Spreader Bar \\ or less S - �2 — 1 iiag _ _Appro. 2/3 to_.� 1/2 of Span Inc spa—_n approx. dine Tag REFER TO BCSI REFER TO BCSI truss must be set this way if crone used. Truss st be set this woy if crane used. This Is an ezomple. truss may not match. Tmss "mmple, your truss r,ay cot match. �� Insist crone operator sets truss this way. Insist operotor sets truss this woy. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. I R ""n" �I—ER 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. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector rNailsbe as detabschedule in engineering e nails. package. Carried Truss EAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F- _ M upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL 12 4.00 F- --B=1= r 7upset=1/4" 00 heel=315116" T END hord WALL HEIGHT 8'-l" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABRICATION AGREEMENT iR XM CANItW Ilk 8TMM UNTI. 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DATED \ I uMple ply tnuess must be fadened togeftr per wVllnewft bilifon they are set, fa8um to do so can rebultin roof cotlapN. Twnponry and permanent bracfiaaus g are n phW and n tOft and property and b tin rssponslbMW of Ow trt»s ervo aWy the conbnb of the Wo� n l dt*d on d*RVM be*m onTrusses trust be set plumb and equsn Do rtot-bet bunks or stack of p`gt�wo0411to0ft mghwW Ot eery -. ' , A. kilifrr on tresses. Utb Carr auto 06NOT SET TRUSSES US/NO THIS LAYOUT -u9E LAYOUT DEL wmm wrrH TRUSSES To SET TRUSSES . b. i `1 I CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Mort* Florida 34982.6423 800-551-5932 ' Foot Plwm T72-465"2012 Fax 77`2-11165" I'll vim"". sliseph 772JUM- D12 swam -'772486'3362 . - The Architect' rchitect's representative's shop or a..:ng approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift load. and their res ctive locations. Approved 0 Lime _ 92.0/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 — y' Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 ►" C'I o I Bottom Chord Live 10 Non -Concurrent E — _ — Bottom Chord Dead 10 3 >� TOTAL Load 37 7.2 m — of Duration Factor o 1.25 m Wind Speed 165mph Top Chord C.B. Sheeting by builder. L Bottom Chord C.B. Sheeting by builder. 3 ~ Highest Mean Height 14'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L. Restrainin Dead Load C.B.--Continuous Brad Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the W F- a GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: (C Ab//.J— Date:04/24/12 Revised:10/07/15 -004 WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 ��3rgg? Caasuh