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HomeMy WebLinkAboutApproved PlansFile Copy Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #II651.12 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 O (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails r, ��®C el"wra spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12" 12" 5/8" thick light textured stucco on typical concrete block construction - ------------------- - - - - --------- ----------- 70 0 1=lnlsh Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT E L E \/ A T f O N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 deck tc trusses using attachment detall on this sheet 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 TERMITE TREATMENT REQUIRED 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 CONCEALED FASTENERS OR ATTACHMENTS (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 ARE THE RESPONSIBILITY OF THE spaced 6 o.c, at all laps and two ,staggered, rows 12" o.c. in field. Attach REAR ELEVA T ION ELE\/ATION NOTES: SCALE: I/4" = I'-O" - Overhangs at I'-C" unless otherwise noted on Roof Plan - Roof Itch at p �:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Any changes to this plan Shall be submitted to the architect 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 for approval in writing prior t0 starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 6" O.C. at all laps and two staggered rows 12" o.c. in field. Attach - Return ALL Stucco Bands Into Window or Door. e.k to trusses using attachment detail on this sheet 12 4 1 SLOPE JOS 01. NO LNSPECTION ILL BE Pit Qr: 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12„ 12'' e I T.O.B.12 o.H. 5/8" thick x 8"W cut ®.. H. 5/8" thick x 8"W cut ®®®® 3 coral flnlshed stucco bands coral finished stucco bands ®®®® a I� thick x e"w cut coral finished stucco bands 5/8" thick light textured ®®® stucco on typical concrete block construction tiara a Fmi lied Floor =FinisedFloor-------------------------------------------------0'-4"A.F.F• 5/s" thick I"I't textured Pirlsh Columns ck with stucco on typical concrete finished stucco bands LEFT ELE\/ATIOld FRONT ELE\/A71coral Oo»construction SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" Product Approval Submittal Affidavit Is Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glesa Attachment method EzSpuation Date Design Pressure of Approved Tests 1,2,3 t4 FL# 11499.2 Single Hung Series I85 Mi Windows and doors L ip. x gpcone uW mlRR ppppnp}�ptg at ma ron each co ns, end L o.c. tharelPter throdg PT Buck Into soled ciloledhe product app ovaLg min 2.5" edge distance m strict adherence ± 60 per A I6-0330.02 Overhead Garage Door Model 824/811 9'-4' max width W-o" max height DAB x ue to coner.ta ae a e c. at a 35 b., v.rt. u q 3/e' x r H,si HLC 151 achor& a e' ac. h 115• da. u • ash en i' adaa dntonce. Install track to back (ID! /IC x /r rm tk.aa 11 .c aw m such b ackst memtsmmp rt d 1.5' edg. d tares - GC to strI adhere to prodact ep 111 roI 1/16" a now an roil" to 10-9-21 + 50.0/-60.0 psf B FL# 16614.1 Fiberglass Smith Pro/ Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and 1�.5' o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 120 MI WIndOWs and doors . x �1y cons ail anal agora at max. oe aa, co ner end T ! au{ dou�la row tkiir tar through PT Buck into solid If CHU well mmntaimng min 2.5" edge datence in strict adherence to the product approve. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ea Spuction Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMu use (2) 1/4" x 2 3/4" Leptons 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 FL# 11451.12 SY Crimp Metal Roorin g Gulf Coast Supply and manufacturing 2(.ga. 5v crimp metal roofing attached to plywood deck using 1k9 x 1.5" wcod screws with self sealing washer at 12' o.c. max siiacing over ASTM D (type 2) 30 Ib 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 L 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 FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using O x 3" wood5scroews at eacrina h ntru s. oatta[I sofflittato batttens using +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using I/2" dia. solid act lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 I/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 CORD AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE I/2" drywall ceiling on truss bottom cord 2" x 4" top plate I/2" drywall on X I4" studs at 16" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mill 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 Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height:�'- Roof Pitch: 4:12 i2" Internal Pressure Coefficient: t O.18 SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavcl Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C pp�� Yo L1O PITGM Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: S. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5_ pat FLOOR DEAD LOAD: 1O sf JOB ,ADDRESS: " FLOOR FLAN AREA CALCULATIONS CRASH POST DETAIL TYPICAL MOTES: SCALE 1/4" = 1'-0" N_T_S. Living A/C = 144L sq. ft. 1. Contractor to verifyALL notes and dimensions prior to p 36" high by 4" diameter steel crash post, Floor Front Porch = Rear Porch = 19'1 200 sq. ft. ft, proceeding with Work. Flange with 4 - 3/e" sq. 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts Into slab (3/8"t 50 ksi steel plate) Garage = 321 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" Total Under Roof= 2108 sq. ft, a minimum 1,400 P.S.I. fiber stress. 4 No dissimilar metals to touch. 2/z' 2'-". 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete, o 42" ALL Concrete used for vertical filled cells, coat, tie beams etc_. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m To Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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 for 2r2" 2,S- handicap accessibility requirements_ ,, 6„ ,;" 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 1" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with P.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C34, C19, C475, C514, C630, C931 C40, C1002, C1041,C1111, C1178, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3,S) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either W, ell 161l 0.080" dia. xx 1 5/8" long with Direction IS/64" head OR Gypsum"board nail 0.084" dia. x 15/8with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / Walls Either 141,eall16' 0.092" dia. xR 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con 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/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118J, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIli8 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 P.B.C. R311. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv 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 ib 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba, uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kagean Pull o vent vmi using 1/8" dia shank x roofing nails with 3/8" product approval - see 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade per at #I I2 4 F Wood Base I T`rFICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of` trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) 45 bar cont, in each row. Substitute precast lintel filled with concrete and (1) 3*5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips of IC' o.c. with R4.1 rrfoll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC R6o1.1 and Mortar joints shall comply with FBC R601,2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert, (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxO #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I�III- III 14" x 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. of ''2 7 am Masonry Beam Sliding Door At Masonry Wall 2' VTR JAL I I I 2l' VTR Mastery/�'i Bath I 2' Lev. I 4' 2" VTR 3' JAL I I Shur. 3' / Kit. Sink I I Kitchen 2 I I I Lev. 4 3' W.C. Bath 42 Sher. 3" 2' C.O. X7o septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall 1 1/2" Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with D t a i l 11/2" penetration at o.c. max. from each corner and 20." o.c. max NTS thereafter at Jambs per product approval Jamb uJindouw Schedule Mark Size Rou h Opien. Wlndow Description PRESSURE ZONE 1. 4'-5/a"x 5'-3%' 54/e"x 63%4" Single Hung ZONE 4 2, 6'-2/e"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 S. 2'-2" x 3'-2 1/2" 1 21/2"x 38Y Single Hung ZONE 4 4. 4'-5/8'x 4'-2%s" 54%"x 54Ya" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL Windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-o" X i'-O" 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'-0" X 6'-8" 14" x 81 %2" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E X-C' X C-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-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 C-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 41 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 by contractor with manufacturers specs prior to construction 34'-O" 14'-0" 12°_ 8'-6" 12" EE 00 00 OE n E EGRESS E - E 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p E Covered Porch 0 0 - E O N i 00 O E° E O EO 0° O MASTER 1 wUrn BEDROOM I " to v - AFFVaulte Ceiling in iLN Flat Ceiling GREAT o F1 R0�1'1 O I N o I O Rod t half H B Vanity to be 9 I r I r Nry 34%2„hip 0 I Ln N I O �� C L O E l E �° J O 0 2" x 6" knee -wall 8'-0" to 9`15" A.F.F. below counter top 1�1 rr r IOC I Vaulted Ceiling DINING CAB NE Rod t Shelf 8" �'7S F�F, I C ROOM Q E ® � W I DW-� \♦ i� ��� 4. 1W A T H �' I O LLl E ° � � Vanity to be F I 34 Y2, high I II'-0 3/4, High Wall 0 cv 0 E KITCHEII m Verill Dryer thro h wall OI t Uver-Tiang H - Flat Ceiling ° ° d C �i Upper cabinets to D ext rid over Ref. 3'-O"4" E BATH E - Rod t Shelf - E R-II Bette nsuletmn W.H. N I ® N', O ABC O Ballar 4"� Sd #I teal See detail op �rhig-s�eL m i I 17" 22" x 54" Provide auto I Attic Aces" N E closer with light E -- - - -i 22" 8'-0" A.F.F. Flat Ceiling 150 Amp 4° v -( Meter a 6,_0„ it Panel m n m to SECOND m�� ,5 � EIG)E OGARAGE n E O '-4" A.F.F. EO I MT EE Flat Ceiling E E 0 O r-----------------1 EGRESS E r Block wall in ° 1 garage to be struck block O_ O I I C VER D 12" x 12" concrete olumn block filled I 4 6 I ORC with con rete and (2) 1 bars vert. tie O into lintels bove to I 6' 2" I O I E O 00 0Ell 11119 IEE N 9'-O" 3'-5" 2'-8" 2'-8 4,-2„ 51_411 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 Still 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 at W i n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK NTS INSTALLATION 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 Exterior face 2" x 6" PT Buck of wall ----\ / \ Detail at Door A n #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 1'-0" Flag Copy 'A4'-�„ STFI PAL N I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IC ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 FBI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 99% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. I6 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I� FCLAD/471oN CLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 9 A-39 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. 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 6'-O" to q'-II" and Provide (3) filled cells on each side of openings from 10'-O" 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 8_ ALL Reinforcing Steel Shall be grade b0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-307 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/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each Filled cell -SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill w x 14"d concrete monolithic footing with (2) 45 bars Cont. a14. TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per � Foundation plan 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Top of rooter 14" below finished (2) #5 bars Cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" = 30"x30"xl6" concrete column footing with (4) US bars each wag 30" COLUMN FOOTING DETAIL SCALE 1/2" = I' 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 plping 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 CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 8" c PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30' overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height Filled Cell Masonrg Column With One based on gar. floor 4" concrete slab with fibermesh OR 45 From Footing To Tie Beam slope. VxV #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSi #5 bar In curb clean compacted termite treated fill See Floor Plan For Location Grade - mE: Single Filled Cell Column 14% x 14"d concrete monolithic Footing with (2) #5 bars cont. NTS 14" Filled Cell Masonrg Column With One GARAGE CURB DETAIL 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI SCALE 1/2" = I'-O" See Floor Plan For Location 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. Double Filled Cell Column NTS 20'-O" E) DI 1 00 OO 00 ° Filled cell under PI girder above I I I 24" � I J o . Rear Patio/Slab r I O_ J to be rate from poured house slab. I o m I of _ Thicken footing to J 24"w x 14"d x 24"L I FI under filled cell a II= under girder bearing. 0 ° 0 Ep L— — — — — — —Fi — — — — —- m U t I Rear Patio/Slab to be flush with bottom of I ° io Sou ¢ F w a I sliding door recess. _ Slope 1/2" l u_ cn I t- .I Ih- I r- I i I to I FI I o I Io ° 4" concrete slab with fiber esh OR O CXC 410/10 WWM on 6 mil V squeen over I clean compacted termite tr ated fill Oi F I i al I' IF- r o O 1 ° m li _ I I (7) o aa -- IE --------W.H. I I �F o A/C F1 j$I I 4"cIp Steel Ballard filled w/ Concre F5 te ® NTJ I W Oq I I cnav 1 I - _ I o ''�E I L—_a FI 3 o0 00, 1 f I I _il o m� u O I N `u0 0 I \ FI I UoC " l o° 1 x F4 L„ O L —5 Recess for — — — 00 Garage Door ILIUI ILILI— ° ° — — — — — — — — ° ° 00 1 J� 9'-O " ' 3'-51, 6'-2" II'-6" 6' IL J. IL 1V114.I1WYG Vlwlim11 Y with concrete and (2) #1 bars vert. ti into lintels above A 0 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 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"p 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 9 0'-0" RileCO- ROOF SHEETING ATTACH 1ENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" CDX f'1 wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameter overlap into beam. Tie filled cell steel into continuous beam block steel t\ Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete -r �� . T .. BUS-OB/OT precast - lintel set in mortar Min. 8" Bearing - - - - - - - - i Provide PT Buck attached per jamb details into filled a f 4" Pre -cast Sill N Filled Cell Provide #5 bars with min, 48 bar diameters overlap in filled cell, Tie filled cell steel into continuous footer steel. Ke Area Edge Field Fastener Pressu re 7777 l: Concrete Footing - Jti _ - 1., r._ (see footer schedule Poured Concrete or T - for exact sizes) concrete block wall � \\:I DETAIL AT WINDOW OPENING IN ncre of cturerscS pets Per p 1/4"Max. Zone 1 �" 6" 8d ring shank 45 psf na Zone 2 8d ring shank �(e psf Zone 3 �" �{" 8d ring shank 84 psf ** Zone 3a C" C #8 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 Verify with Plan ConcreteJ 12"x 12" Lintel �-� Column Block Rebar Rebar 48 Bar Dia. Min. Overlap Column to Llnt1 Attac mint NTS CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of Y/ truss with IOd x 1.5' nails at 4" o.c, w Install Simpson MGT into wall using 5/e" dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER 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 g'pe 2 felt paper using 8d Wads. 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 #IIL51.12 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 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 4" o.c. at all laps and two staggered rows 12" ox, in field. Attach deck to trusses using attachment detail on this sheet \ /--Additional Precast Lintel #5 bars = Lintel Length Bar Length Clear Span n ❑ A Bars n n B Bars I 1 1 1 I 2'-0" 2'-8" 11-6" 2?43 none 3'-C 3'-4" 2'-2" 1 2,43 none 8FB-OBAT BFS-IBAT BF8-6/2T Additional 41-0" 3'-10" 2'-8" 2,43 none • #5 bars ILEA '::t;` 4'-6" 4'-4" 3'-2" 23 none One Row of "H" 5'-2" 4'-O" 2.#3 none t Block Above f't19 5'-10" 5'-8" 4'-C 2?s4 none r` Precast Lintel r' L 2.#4 none i' Additional I 45 bars �__'__� none BillBFIL-IB/2T 81-4" 1'-10" 7'-0" 2.#5 none NOTES: ALL reinforcing steel I5 grade LO. I. min. coverage or steel=1.5" 2. min. bearing required a ea. and=8" S.standard for reinf. sti l=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel S12e Max Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-L" BF8-OB/IT 1 #5 3001 15110 1024 L31 T-6" 2'-8" 3'-1' 4'-0' BF8-OBAT 1 #5 2561 1363 la L45 4'-5' V-10' BFB-OBAT I 1 #5 1105 1 909 339 L50 5'-O" it BF8-OBAT 1 #5 1238 $35 121 LLO 6'-8" T-ill" BF8-OBAT 1 #5 1011 121 534 LBO B'-O' 'l 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 "1 10'-4" 8F8-IB/2T I u5 2 #5 L43 530 401 L90B 9'-0' 10'-4" 1 BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0' ll'-4" 8F8-IB/2T 1 #5 2 #5 582 4114 452 LIOOB 10'-0' 11'-4" 8FIL-IB/2T I ONE 1 #5 1 2 tt5 1364 1 1028 452 LI20 12'-O" 13'-4' BPS-IB/2T 1 #5 2 #5 411 1 428 324 L120B IT -On 13'-4" BFIL-IB/2T ONE 1 #5 2 U5 1015 110 324 L140 14'-O" 15'-4" Slal B/2T ONE 1 #5 2 #5 1250 609 1 2511 LILO IL' -Om IT-4" 8F8-IB/2T 1 #5 2 U5 300 192 1 194 L160B lill 11'-4" BFIL-8/2T ONE 1 #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETF- - 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" D.C.) all Max. 18101bs. uplift Aluminum Drip ------- " Edge t Fascia 12" 2" x L" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8 as shank x S" long galy. roofing nails 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. tied__� into lintels above thicken edge to 8"xB" with concrete and one 45 bar continuous BEYOND Top of footer I6" below finished floor 12 4 1/2' thick i i attached to hi framing with na no less than I - horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web on 3/8" hi —rib lath ntal and vertical wood or staples to provide 4" penetration into imng and 3/4' penetration 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 a Slope per foundation plan ,,IIII,�II� IIII=IIII=III Aluminum Panel Sizes per manufacturer — See 74aical Stud Detail 1/8' x 3/32" wing Nut w/ -2 approprmte washer and apanng `m per manufacturer'. Details .Ow3" I r w I c I � I a qm IL r m I L I I I I I I IerS" I Stud Detail Poured Concrete or I nrs concrete block wall I Stud w/ Die Cant Zinc a Nickel Plated Wing Nut Concrete Anchor. Per s^ Manufacturers specc Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > e 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N L x � s O� rn N W < 41JI ,., 4•` Lo Q CIL to N O is u) U 60 ACL Ec: °p O Co " L w Brace Gable end with 2" x 4" SYP 92 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss = O C yR-30 blown fiberglass ° a in bottom chord of trusses p m -1/2" drywall with smooth finish bo o w Two rows of beam block filled with concrete _ _and (U #5 bar cont, in each row. Substitute u precast lintel filled with concrete and (1) #5 har cont. for bottom row over openings U) 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls 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. uplift t O Q LU T anld Sheila meet all installed codes. 02.3.1 m Mortar to be Type "M" onTy proportioned per FBC R60�.1 HETA 20 and Mortar joints shall comp with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and O O /` j� (U 45 Max.ppbar vert. (typicaU. FL A shanot 48" unlessnotherwise noted exceed W1 clod Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR L"xt" #10/10 WWM on L and 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 UJRITING PRIOR TO STARTING CONSTRUCTION. =IIII I ;,,IIII- — ALL TRUSS TO TRUSS CONNECTIONS BY 00 oal IN pis W, A VA Avon 0 OEM` Ar"'All 4 VA 11 11— FA ' WANA W9 PA 0 11 ME IN WE Eli W, A - wo E WA EMMA IN VIA woo icrew Attic ACCO" Uth light_ rM IN Al IIII—IIII = —IIIIIIII=IIII IIII IIII— i- TRUSS MANUFACTURER II�II111Ili IIII=IIII=IIII=III 14111 ail- i 1I FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 3 Typical sectlon at Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION opy PANEL "A" Pales BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #L 12.0 kw 50 2 l 8 1 20 1 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 20 1.5 kw #12 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.9 kw #12 Kitchen S.A.C. m 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A_C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 I 20 1 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 24 1 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 "- 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 412 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 '- 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 20 912 Bathroom GPI 39 40 General Lighting 412 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load [Description Qt . Watts Total(Watts) General Lightin4..(.3. watts sq. ft.) Small .... !tance C,ircuit(s) Range Refrlgera_ter.................................................. Microwave Dish Washer ...... ... ....................... Clothes .Washer .............................................. Clothes, .Dryer ................................................ Water ..Heater Water..Pump.................................................. Garage Door. opener ............................. ......... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1.500 1.5oo 1 1,200 1,200 1 1,200 1,200 1 5,000 5.000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 3i,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10.966 Electric Heat or A/C 10,000 6065% 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 S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E)c Waterproofgroundfault circuit interrupter Pa Light with Pull Chain (attic) a Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light p Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan Tv Television Jack FTfI Telephone Jack AC c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sPICR Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 143 CFM IOxlOx6 PATIO/SLAB MASTER I BEDROOM I GR IAT ROM 143 CFM lOxlOx6 12x12x9 I B/A 1� t - - - - - - - a\I "9 Center Registers CFM on selling Pan CFM _ _ �L - -, ° i_\i IOxIOx I � IOxIOx-I to 12x12x9 B/A CLOSE H.B. CFM 8x4x4 I a" I I ----J 8x4x4 12" I I 3 CFM Vent _t#hru thLLL---- `; • I DINING Soffit ATH ' '� I ROOM o \ � " I 10" ° IN I 153 CFM 12x12x1 U ° ° I 20 CF 8x4x4 I R7A1 lax FM o I COIN, ATH - - - - O - 20k2O T i A/C w.H. I I I 1 ----- - l# _ _ A tic Ae ea I� I > 1 IIL" j 1 1 with light 2 J 1 232 CFM L - - - - -� I a I 12.40 150 Amp VI IL-�R �• J Meter Panel R� GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I �IEC��/4NIC�4L L/4\�CL�7 SCALE: 1/4" = I'-0" 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. 10. A/C Return Air Balance Must comply w/ FBC RMI602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical system shall be completely and effectively sleeved in PVC rounded as required b C. g q y the latest edition of the N.E. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21, All equipment and panel sizes shall be verified before inspections including 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. IS. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or ore 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 SECOND BEDROOM i j 12xl2x8 �L B/A COVERED PORCH H.B. Vent thru -- Soi=fit ---- A/C disc. 150 tt2/0 Aluminum feed AMP 1 ''/V Conduit MCB PANEl- M TE AHU 2" PVC ( FPL}-� 2" rigid serums FPL to #e5#cont copper 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 Braden t Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34994 UAAC000032 PATIO/SLAB i ,'Covered Pore'-, MASTER Q BEDROOM I WP GFCI \ 1 v Tv TV I - - _ Smoke / Carbon G R � A T Monoxide Detector R q O M / Combo � I I GFCI S �_ N N i I H.B. CLOSE 71 il c GFCI I E I I Exhaust Duct r `" J I DINING T-(, Thru Soffit - t_-- _;\ GPC I ROOM 1_ Fc �� � I \ GFCI I 1 k GFCI � � \� � I oF�FM o I / N ! I \ ° I I / KITCHEN :S� � 1.- Smoke / Qarb�n _ 4" Exhaust I Monoxide Detector _ Duct Thru /24" 1 3'-2" 3'-2" ComboA F ° WalI � WP GFCI LL Install owlet GFc� 50 CFM under disc. F N not shown or n - v ' clarity GF GFCI / A/C I 92"GFCI s-------- #I I --- /(J� LU r I 22' x 54 > Cents 1\ I Atath tic Alight � g as L L \ � c Meter 150 Am o tionat \`\SECONI: Panel I panel location S B E D R O O M Pull chain /S TV \\ \ light in attic S 42' GFCI 0 GARAGE Garage / \ Door / Opener Or-----------------t / I I I i � WP GFCI I I / \ COVEREC: / n ' F C-R H r ELECTRICAL F_AN SCALE: 1/4" = I'-0" Attic Ventin Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Frovide A Continuous Vented Soffit Wunne Building Corp. The Grand Carlton Uanish Lakes . Lucie County Florida Post Light with Photo cell I Date Drawn Revisions 4-12-11 GARAGE Drawn by: LEFT C.C.U. Checked by, D.R.B. vv Sheet E- OF 5 Exhaust Duct -'Thru Soffit Wire For Front Post Light Comm 4 12-2� A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A' IF MULTIPLE PLY. h4 , DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 't 30' Spanjor less A 30 degrees or less 1 2 Line span approx. Truss must be set this way if crane used. Truss is an ..omple, your tmse may not match. lsist crone operator sets truss this way. 30' to 60' Span A Spreader Bar erg 1/2Appof Spa to _.� Line 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIFR HANL7LFEE R 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 RANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Girder Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS +` a x,` , ' INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-1" ABOVE FINISHED FLOOR 12 4.00 f— upset=1/4" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 r— "et�i— ITupset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH 1i Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 9 GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT* . 'ZRIIBSFA CAMJt7rd w y � T AoREbw r 18� awm a RETURNED : ^,;. Thwsss wa be �WrOmade In sMct saotIrdanes With this tows plaoenw4 diagram layest, - wfith.b the suIe atltllglty for suxsssfill tabkalbn dtlw tnwes. i M dimmolons In this bYout have boon ver@ad by the uMxeiPud• ' • 9.,1)rieris rdMerh nodof b PM by dortltieQ and to Chambsts Truss w i in ten (10) days d tblvsry rho trtrlaalprrad aPess lost no bukdhargea.wa b e cased. to tlw event such hasten notloo b turdWwd Chetrbera Tows shah hew Wee (.i) buypesa deYe n Wwkir ' le bhgln rePd'a rsailsd, or 10 sub"ft" oltwr trusses. at ClwrMers oPWL }LThs urhdonlphed admowbdgss moW W of"WS11-W surmwry sheet by TPI a W10% ..t�.DativerY b lo Job ass h b the buyeh reaporwmary lo make the Job ass o babb to tlerfmlr. Chartihere Truss Ives tlw sob autlwdly lo detamhtne tha aWbbaty d the Jab ass d• • D«}lon d0w Job sea lor delivery. Chambers Truss will mp be resPorhalbb for dudelivery oM'• Tlw Dwyer b reapahWbis ter addidorwl deaysry experts h Cherraers Truss has to redellwr bedtw pis the w not papered Tar dasvery or btryer b not PrePered Ax da0wry o4lnwsas. 9trjlAsb reapons6ls lo Clwmben Tows for towhhy ooeDi due lo she corhdi6orhs. W=p Wttl n ptregreph 7 below b subJed to don" If any dhantres an,"ads In A taufee for tedslaw may be dwged by chambers Tows. • M`.7n. b • Pl1RCHASE ORDER to Chembere.Tnrs d IN den speed b. a h [si i • roasodebb prks. bhvaloe will be made on delivery and psM wMn Mrrrr d rho? orhtdelHery. bwolce may be roads at adieduled dab Or desvary If b w camel 80009 'd febrkstod trtaass. The uaded eregn8"" 10 Dell Chambers Trues Mason" .n+m.y. f e for cotiedRrw w everd of wraer+t not timely made. ,-1yz %par month sgvks A'$Iguhn hXwtlW. Mh Wwetwet cor attlubm ag'eenm to d tees hersh :•-& m =Waeratlah 0r Clhamber. Tow aderift aim br this m�wbersgned rwry, 1p"art es payment whin due d ary and d owed lo Chambers Tow by try w ty recetdng material and do undenlprwd awe" lo PRY such lidebtsawn khdwint; sttortwya lees, If default In paymenl for material be mods by Uw recipient. ewA a am W We ePoerneM. W, kerm,lanWhed hereunder paymenb refenad to herein, the Pastes spree add the ads venue (or any such action we y�it.�eagn pawtii� wa per-NaguW Standard And Reoom a ded ouldelbws on paappwPoatiss For CmstrWbrh Welt Mewl Plate Connected Wood Trusses / pSVTPWJICA 4 -2007" itivlr ti1�TED " h - MR Tff : pleadgrbarmsybsregl atlper'ECSI103"tople,taTler�lay✓�aatTwe% Niiltlpls ply trusses must be fastened together per engineartng ZLetbre they are se; failure to do so Can resulLin root collapse. ponnanent bracing are required and can save 810 gFltBo d property and Is the rosponslbgtty of the truss erector. tirdy the contends of the lntornTatlon picket included on degvery s i before as a trusses. '.;#"sTn>msesmtetbesetandbraced perdsdgrrbPeeuertklJuYdhd;art+Bs• " Trusses must be set plumb and square -Do notast bunks or stack of plywood, roofing matgrlal or any Other coAurentretiid loads on trUsaes, this can Cause Collapse• , DO NOT SET TRUSSES USING THIS LAYOUT ina LAYOUT DELNERED WITH TRUSSES To SET TRUSSES :;:,_:CHAMBERS TRUSS INC 3106 Oleander Avenue t..� Fort Pierce', Florida 34882-8423 ' 800-551-6932 a #pierce 772.466-2G72 Fax 772JAS-8711 f..i/6to Beach 772-5tig•2g12 Stuart ' 772.2863302 Wab S ha-. CHAMBERSTRUSS.CO11 The Arehitect's_gTA�chitect_s representat_iv_e_'s + Shop drawing approval is NOT a "double check" 04 the contractor. The contractor shall remain responsible for checking field measurements and . other construction criteria. Architect's approval covers goneral roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their res ctive location Approved By.: 5 of Date: Dresden 8, Braden A.1 P•q, 92-0/93.2 MITEK 4.2 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 o _ ,, w Loading In PSF 9 Roof R.D.L. .21 co Top Chord Live 20 r rl I I Top Chord Dead 7 4.2 •' o Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 of .` TOTAL Load 37 7.2 c Duration Factor 1.25 2 Wind Speed 165mph Top Chord C.B. Sheeting by builder. w :E Bottom Chord C.B. Sheeting by builder. v Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:XZC lc/y/,J— Date:04/24/12 Revised:10107/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III ?4f/3 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11323 /3R 741 L°od or7®