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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2t 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 L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paced L'` o_c_ at all laps and two staggered rows 12" o.c. in field. Attach RIC.H7 ELE\/ATION SCALE: 1/4" = 1'-0' 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggared rows 12" o.c. in field. Attach deck to trusses using attachment detain on this sheet 12 11 SLOPS 12" , .H. ' Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH A,-C)n = Firnsl�nrl Flnnr 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION W 12 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 ASTM D 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" over wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L laps fastened with corrosion resistant tin caps and with 1.25" end 0-cow"',(type 2) 30 lb felt underlagment installed with min. 4p side laps and 6" and ring shank to o.c. all laptachmetwo staggered12" o.c. n field. Attach nails 13 11Ytd 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. n field. Attach rows speck a nt ds on y (} 4hF deck to trusses using attachment detal on this sheet Per SC tw noun Pet �tment pe 1/8" Thick cut coral stucco over paper backed wire lath nailed substrate through one lalb felt Sd nails. Substrate FF gwooto to be 19/32" COX PI d d nailed at 6" o.c. fieldyeandf edges with IO15 ring shank galvanized 12 12 nails into truss webbing. 4 SLOPE SLOPE 12" .H. S LEFT ELE\/ATION ------------ 5/8" thick light textured / stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NUMBER NUMBER Product Model Manufacturer Glass Attachment method WEST E �spiration Date Design Pressure of Approved Teats 1,2,3 FL# 239.9 Single Hung SH-1100A Im act PGT 5/IL" I/4" din. r. produ w/ min. I . C penetration l h spaced par product approval. Contractor shall adhere to min. edge distances specified in Product approval + 65.0/-80.0 PS IF A IL-0330.02 Overhead Garage Door Model 824/811 T-4" max. width IL'-O" max height DAB flies5 ye."6- OTr vare. iieria 9/� :i"'",Hate SeekSith c exi �Mod . at eu OL n Laa' ds. eeeer..nn en t 401.1 �m. betaii tied to buck m °;rsis ,� awxe t-"'Lc too .ttnalli whR: to a�eu.�.� MI timput spolior an raw worts. 10-9-21 + 50.0/-LO.O sf p $ FLU 1LL14.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco I/4" dia. tapcon with min 1.25" embedment at 3' max from corners and n.5' o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.4 Sliding Glass Door Series 110 SGD PGT 1" mom Type "G5A" 1/4' dia. topcons w/ min. 1 3/ penetration to be spaced per product approval. ontractor shall adhere to min. 2 I/2" edge distances specified in Product approvals + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST tion Date Design Pressure of Approved Teats MullionsInstall FLU 241.1 1" x 2 3/4" x .3"15' PGT r fastener type and acinggs shown in Table IA and IB in product approval on sheet ror 32. + 58.0 PSF ROOF FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Su I in y and manufacturing 2L ga. 5v crimp metal roaring attached to plgwood deck using :09 x 1.5" wood screws with sell sealingwasher at 12" o.c. max *acingover ASTM D (t a 2) 30 lb felt underlment installed with min. -1 sidlaps and V end 9P g p resistant tin ceps and with .c. ring shank nails laps fastened c. with all laps eased L" o.c. at afI laps and two staggered rows 12" o.c. m held. Attach deck to trusses using attachment detail an roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 121983 Model T4 12" vented Vinyl Soffit Kaycan Install using 2' x 2" battens at V o.c. screwed to sorrit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12" dia. x 1.5" Iona rino shank nails with S/8" dia. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record E 5/8" thick x 8"w cut coral finished stucco band-s--- OL 0'-0" = Finished 1-w 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" O.G. base -board ----\ 11 11 .,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partltfon nts I- MIMiCrai� mon "2- \ 5/8" thick x 8"w cut FRONTE L E Y A T I (D coral finished stucco bands SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Roof Height: '-O" Roof Pitch: 4:12 Internal Pressure Coefficient. ±0_I8 Subjectab(litg to damage from: Weathering: Negligible Termites:Veru Heave Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C {� TO LR� P1TGi Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LI11L Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 par Roof Zone: 2. +20.4/-51.0 par Roof Zone: 3. +20.4/-84.0 per Components i Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 5. 4 I +35.8%-4;.8 par Wall ZonZone Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walla Considered for Structure? Yes Continuous Load Path Provided? Yes - Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure:2.500 psi. Presumptive: X Big Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 3_ pal ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: --ii- pal FLOOR DEAD LOAD:. of JOB ADDRESS: %c) T*�\ C�M\ • FLOOR 4. CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. Living A/C = 1720 sq. ft. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding with Work. Flange with 4 - 3/8"Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. exgansion bolts Into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have s1a (3/a"t So kal steel plate) Entry = 28 sq. ft. a minimum IAOO P.S.I. fiber stress. `I/ 4f_ No dissimilar metals to touch. 2�Total Under Roof- 2215 sq.ft. " �'�" Total Under Ft 13,760 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" �" ALL Concrete used for vertical filled cells, cont. tie beams etc., to °1,, VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �' Y3/e" ° 6. Drywall at callings shall be leveled and attached to bottom chord 4-I 12, `/ 2.. Of trusses with screws per FBC R702.3.5. Attach buck to block wall with1/4" dia. Elco conc screws with min. 12 I MASTER 1. ALL wood in contact with concrete shall be pressure treated. D ° 11/4" penetration at 12" c.c. max BATH end 4" max from each corner thru 1 LAv-1 8. ALL wall dimensions are nominal and not finished wall Or stud dimensions. h" Exterior race 2" x 6" PT Buck el tAV-1 9. ALL plumbing fixtures to be low flow. or wall I 2" 10. Contractor to Provide Drain at water heater in accordance varies Iwm-I with the current edition of the Florida Plumbing Code. we-1 2" 11. Contractor to Provide a 2'-8" wide door at one bathroom for #e woad screws thru iamb Into buck 2" LAUNDRY 3" „ at each hinge and 1V o.c. max and 1, handicap accessibility requirements. �„2h" Detail at Door prior to door attachment 3„BT-I 2 3" 12. Lowest finished floor to be set by Governing Building Department L" NTS 2" 1 2"AAV 4t2' VTR surveyor t0 Set In field. INSTALL VULKEM BLOCK SEALANT 3„ 5-1 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND KTICHEN 2" BILL 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door NSTALLATONRIOR TO BUCK 3 2„ LAV-11 2N Water Heater Install windows buck Into block with 3/I4 " t tap -con with „ 1 1/2" penetration at V o.c. max. 2 BATH #2 15. Wall and Ceilin shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 from each carrier and 20.' o.c. max 3" wo-I 9 P thereafter andesillaper productt"approvalx 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior face 2" 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I' x 4' PT 311 B7-1 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies C.O. materials exposed on the underside of the roof deck or on the attic walls shall comply 3 with F.B.C. R316 - see permit info box of code edition To septic 18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 1"x4" P.T. Buck nailed to C40, C1002, C104-1,Cll-11, C1118, C12-18, C1395, or C13% and shall be installed lock with case hardened nails PLUMBiNG RISER according to the following: (FBC R-102.3.5) Masonry Mwolll Detail at Windows prior to window attachment I°' x 6" P.T. Buck Walled to / NTnj block with case hardened Walla prior to door attachment Install SGD thru buck Into block with 3/16" tap -con with `•`': '' ` 1 1/2" penetration at C o.c. max. From each corner and 20." o.c. max ;�;.•`"_�( thereafter at head per product approval o O Use 3/I1" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails l4ead prior to door attachment \ PLAN Dr wall y Location Orientation Framing Member Max. spacing P Nil sizing options for Thickness Maximum of fasteners s installation of drywall Into Neils Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T, 12" 13ga 1 3/8" long with 19/64" head 0,098" dlameter x 1 1/4" long /2 annular -ringed or Sid cooler nil OR 0.080" dia. xx 1 5/8" long with Walls Either 161. all 1V Direction 15/64" head OR Ggpsum board nail 0.096" dia. x 1 5/8' with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/64" head 0.098' dlameter x 1 3/8" long annular -ringed or 6d cooler nail 0.092" dia. xe 1 1/8" long with Walls Either 161. all 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x I 'I/B" with 19/44" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin 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 #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6'" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES l 24" o.c.) suppciting Max. 4 at 24"o.c. TYPICAL 181Oma. uplift ( h d s b manufacturer) Aluminum Drip .� Edge t Fascia 2" x 6" Sub -Fascia 7 Kagcon full o vent vinyl soffit installed using 1/8' the shank x 15' long gale. roofing nail& with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap at each filled cell Grade Wood Base '' l lIIII1 Il I11 1-1 � i �- IY TYFICAL SECTION s op rowing it XXXXXXXYYY \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (l) 95 bar cont, in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips at IL" o.c. with R4.1 PI -Foil -insulation on typical 8" Block walls All drywall to be installed per FBC R7023.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar fonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #S 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 Vx6" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill -IIII-IIII I IIII IIII 14"w x 18"d Concrete footing with (2) #S bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" fixed door sliding door N Masonry Wall �r Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D DOr De tail a l l I penetration at max. fromom each corner and 20.." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough O en. Window Descrilption PRESSURE ZONE I. 4'-S%"x 5'-3'/e" 54%"x 63!4" Single Hung ZONE 4 2. V-2%'x V-3 %" 15' x 63 /4" Single Hung ZONE 4 3. 2'-2" x 3'-2/2' 21)4"x 3S%" Single Hung ZONE 4 4, 3"-1" x V-3 %s" 38" x 63 /4" Single Hung ZONE 4 S. Y-531."x 4'-2'/a" 54%."x 54 %' 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-ON X T-On 108" x 84' Overhead Garage Door ZONE 4 B 31-0" X 6'-8" 41"%4" x W4" Fiberglass Panel - Inswing ZONE 4 C '-0" X '-8" 66 14" x el %a" ar :� Sliding Glass Door ZONE 4 D 2'-O" X c-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 �2" E 2'-V X V-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold G 2'-8" x V-8" x 1 N" Solid Core Wood. Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel J X-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough openmg dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 91 Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 UAAC000032 11_011 71_011 EGRESS MASTER BEDROOM e'-O" A.F.F. Flat Ceiling 12'-8" 4" 0 T Cr N Vanity to be / 34 Y2„high O 1 G 0 IN IV w n r_ w F- :111111M A /C n I Wynne Building Corp. THE ROYALS Spanish Fakes St. Lucie County Florida 35'-O" 101-0" Opt. IIATIO/SLAB 21' - O" 12" x 12" Concrete column - block filled with concrete ar (2) #1 bars Vert. tied Into lintels above PORCH WIRE LATH t STUCCO CEILING LI n IOIOI I I I I 101 I I I JAB'-O" to IT-8" A.F.F. Vaulted -Celling I Rod t Shelf G R EIA T ROOM l s 2" x 6" knee -wall rro L O S E I a below counter top to I DIN - - J � SN Rod t Shel Co :r I \°w� I 0 6'-o1l- 1 +41" HIGH WALK A.F.F. - Upper cabinets to extend over Ref. Provide auto Attic Access I with light 4"0 See Steel detail Ballard on this shoe DINING ROOM -O" to T-8" A. Vaulted Ceiling O m THIRDL.. BEDROOM ° `noi 0 Flat Ceiling w IV t7 w 4 3'-4" _ �30" _ 41"_ 150 mlp o I I Il o Double Linen Dou is Pan 1 Hanging D Han n llhil]Ifl ° 51 2" II E B,4_ „H ° Crt,4R,4CE 8 -4" A.F.F. m II Vanity to be 3 Y2 hmg NN Flat Ceiling rc "v I I r C ° 0 _ o r-----------------7 ® I O Double aaging_Le anging d Block wall in 1 garage to be I struck block 1 (] ° MT D O V_ ° °EME C O J I I I I I I EGRESS 4'-9" 4' S" I I I ° 1. ® SECOND �C.w. 12-8-04 BEDROOM 8'-O" A.F.F. ° Flat Ceding EGRESS ° 0 " O 9'-0" 3`-6" 2'-8" 2'-2" gl_611 21_2" 15'-10" 5'-4" 13'-10" 35'-O" Date Drawn Revisions : 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn bg: LEFT c.c.U. REVIEWED FOR Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY Sheet 2. OF 5 H.B. KU I U7�_/L_�L_ IN _/ I r_-J" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. S. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. '1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN B. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—Il" 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 60, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Fill cell with concrete and (l) #5 b vert (t ical) Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE MarkI Size Description �Rt 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS �Rt 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" at each Filled c ar up Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings GRADS 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 6 mil Visqueen over zo clean compacted termite treated fill to i£;•,-:. Grade m I l l l= I II 11 '=IIII=1 - -❑ IIII ❑ IIII —1_i1❑IIIIII�III I IIII II=1 14"w x 18"d Concrete footing - with (2) #5 bars cont. and #5 transverse bars at 48" o.c. TYPICAL FOOTING: DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont- Step per ' foundation plan �~ Grade N r ti in 3, 3" (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN \ SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) # 1 bars vert. tied into lintels above Top of Tooter 14' below finished floor 30" COLUMN FOOTING DETAIL SCALE 1/2" _ PORCH SLAB ED 45 bar cont. in curb - Curb height Verify based on foundation plan G N n Wood B ase Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. = DETAIL SCALE 1/2" #5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One -Max. spacing shall not exceed 45 From Footing To Tie Beam 48" unless otherwise noted see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR oxe #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill O ON 1 1❑1, 1 1—� Slrolle Filled Cell Column =I ❑ I II- NTS -IIIII 14"w x 18"d Concrete footing 1— with (2) #5 bars cont. and #5 i� transverse bars at 48" o.c. RB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location E Contractor to pr ((� proper foundation for proper steel c U A a H.B. 3r, —I I — — — — — i 21'-0" o i 10'- ' pt. PATIO/SLAB 12" x 12" concrete column block fill F4 a with concrete and (2) #1 bars ve into lintels above N r — o _ 0 i 'I' i i 00 00 FI I ° Filled cell under girder above I I Q I I Co - I FI 24" Rear Porch Slab to W F be poured separately 0 I f J from House Slab. 1 Thicken Footing to N t I 24"w x 14"d x 24"L 1 under filled cell I ELEE a i under girde74" EE E ° N _ _ _ , Rear Patio/Slab tobe flush with bottom of sliding door recess.Slope I"slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill ❑ I I FI I C I�- E f_ F- I I� ° I I I FI I I I I I I 4'-0" I ❑ o ----- o __ oo I - - - - - - - - - - I A/C W.H. I I Q 4"4 Steel Ballard —�� I I I� i See detail on this sheet I I I Q� I ' L _ I I I I 4" concrete slab with fibermesh OR I I I ( 6"x6' #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I I ° I o 11L I I FI 5 O 7E1 ME I I I F51 I I I FS I I I ° L------------J 0131 EE 1.5" Recess for lEI0 11210 Garage Door I FI I I I i I I I I I O l J I -r-T- n n-T_r_r_r } 30" min. Double Filled Cell Column Corner Steel Lap NTS nts Braden t Braden AIA, FA Wynne Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue T i" i E R 0 Y A L E BTel : (112) 281-8258 Fax : (112) 2 8i-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL S4994 UAAC000032 9'-O" 3'-6" 2'-8" 2'-8" 2'-2" q'-6" 2,-2„ 15'-10" 5' -41, 35'-O" Date Drawn Revisions : Sheet 3-28-18 5-23-18 Smoke detector revision Drawn bg: GARAGE c.c.u. LEFT Checked by: REVIEWED FOR D.R.B. CODE COMPLIANCE I OF 5 SOCC H.B. N I N 0 0 0 0 r ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on presspre for roof stated in permit info box on t�ese plans for zone 3 Key Area Ede Field Fastener Preax'sure Zone I 41, °° 6 h 9 sank Sd ring 4 5 psf Zone 2 14 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw ,112.6 psf ** Use nails or s4rews based on presr� ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan `Bk l Reber to Lintel Provide #5 bars with min, 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crate SUB-OB/OT precast lintel set in mortar Min. a" Bearing - -=,-"' 12 "x 12" Column Block Dui Rebar Provide tt5 bar eat in pre -cast ROOF F T A N Scale : 1/2" = 1'-0" lintel into beam where length of the opening toile for it. — OVerhan at 1'-0° Unless Otherwise noted On this Sheet wide PT Buck ached per jamb We into filled ci 4" Pre -cast Sal s — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — 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 Poured Pilled Coll 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 Trusses at 24" c.c. see shop drawings by others Provide 45 bars with min. 4a bar diameters overlap in filled cell. Tie Paled cell steel into continuous footer steel. i a. r• r. Concrete Footing 4.>:L, ..... (see Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: I/2" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg of true& with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into wall using r+ 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 48 Bar Dia. TRUSS BLOCKING DETAIL Mln. overlap AT GIRDER STRAPPING Attachment AT CENTER SEARING POINT NTS 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 TggPe 2 felt paper using ad nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 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 V end 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 dpeck to trusses using attachment detail on this sheet \` Additional Precast Lintel tt5 ban a r.•:". :=ka ' CLEAR Lintel Length Bar Length Clear Span u u A Bars u n B Bars i :,?,::. 1 1•"' i i i 2'-10" 2'-8" -6" 2.43 none 3'-6" 3'-4" 2'-2" 2 u3 none are-OBAT 8P8-IBAT 8FS-I5/2T Additional 4'-O" 3'-10" 2'-8" 2.43 none #5 barsCLEAR g ' 4'-L" 4'-4" 3'-2" 2,43 none me Row of "H" Block Above C"a::.F>: 5'-4" 5'-2" 2,#3 none 2,44 none Precast Lintel i •'',^ , Addtional '":°'� i 6'-6" 6'-4" 5'-4" 2 tt-4 none #5 bars 6'-2" 2 A5 none BFIL-IB/IT aFIL-IB/2T 8'-4" T-10" 7'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION t 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 Siu Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-L' 8FS-OB/IT 1 #5 300 ISL9 1024 L31 2'-L' 2'-a" 3'-1. 4'-0' ape-OBAT 1 #5 25LI 13L3 163 L45 4'-5" 5'-1o' orS-OBAT 1 #6 1105 909 339 LBO 5'-O' v-L" or8-OBAT 1 #5 1238 835 121 LLO L'-a" 8F8-OB/T '211-L 534 LBO a'-O' 9'-4' 8FS-IB/2T 1 #5 2 #5 152 1 591 512 L90 9'-0' 10'-L' BPS-IS/2T 1 #5 2 #5 643 530 401 L90B "l 10'-L' BPIL-IB/2T ONE 1 #5 2 #5 1533 lies 401 LI00 10°-0• II'-4" BPS-IB/2T I #5 2 85 582 494 452 LiOOB 10'-0" II'-4" BPIL-I115/2T ONE 1 #5 1 2 1 #5 136L 1028 452 L120 12'-O" 13'-4' 8F8-IB/2T I #6 2 #5 411 428 324 L120B IT-O" IV-4" BFIL-1B/2T ONE 1 45 2 #5 1015 110 1 324 LI40 14'-0" 15'-4" BFIL-IB/2T ONE I tt5 2 tt5 1250 40-1 1 259 LILO IL'-O' IT-4' 8FS-IB/2T 1 #5 2 #5 300 192 1 194 LILOB IL'-O" IT-4' BFIL-I13/2T ONE 1 #5 2 #5 950 500 194 - 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. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vingl sarfit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied-' into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor J 12 4 horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end trusa with (2) IOd ds at each web hi -rib lath vertical wood r to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan ceding transition k�--°+ ded using metal studs erify exact configuration .es R-30 Batts batts Drywall ceiling see typical section Ceiling transition insulation Detail nts Wood Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each tTwas rI PRE-ENGINEERED WOOD TRU ,n 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 (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings I/2" drggwall over I" x furringg stepps ai 16" o.c. with R4.1 fried -insulatlon on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shell meet all pertaining ASTM codes. Mortar to be Type "M" oniy proportioned per FBC R601.1 and Mortar �olnts shall comply with FBC i2601.2.I. Provide Dur _O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing she not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill '. IIII—IIII IIII IIII IIIIIIII IIII IIII -I I„IIII=i iii=� I=IIII �$"i i 3=1 �j�I 11 3 Ty�)lcal Section at Front Ford Scale : 1/2" = 1'-0" w x L OU rn fV fu 10 `o a a R � 0 N in ti to 0 0 EU c U C1 s� O i° C Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embedment either wet set or in epoxy with ( 24" o.c.) supporting Max. (22) 10d nails into truss. Add blocking to 1810 lbs. uplift HETA 20 truss leg per detail on this sheet SAN 11 III II I IMP M. HETA 20 Simpson HETA 20 hurricane anchor at each truss i 2'4" o.c.) supporting Max. 1810 lbs. uplift 0 Q W e) W � X Q L o� m to O LL il a a W 0 2s w a a go V dd) 0 00 (T) u N r F w -f-2-19 ■ - - - - - - - PANEL "A" Folsol Bit I Load I Wirs Description ara# circ# Description Wire Load BR Poles I 120 1 1.2 kw 1 #12 Refrigerator I Ran #6 12.0 Its 50 2 I 120 1 1.2 km 1 #12 Clothes Washer 3 1 20 1 1.5 ku #12 Kitchen S.A.C. 5 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Racepta 9 10 Air Cord sor $10 5.0 km 30 2 1 20 1.2 kw #12 Dishwasher 11 12 I 20 1.2 kw #12 Microwave 13 14 Air Handl $10 5.0 kw 30 2 1 15 - #14 General Lighting 15 16 1 16 - 814 General Lighting 11 IS WH $10 5.0 kw 25 2 I 15 - #14 General Lighting 19 20 I 16 - #li General Lighting 21 22 GDO sa o.al KW 20 1 1 15 - 914 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Span 29 30 Spars PANEL "A" LOAD CALCULATION SHEET Load Description Q tti. Watts Total(Watts) General..Lighting..(3, watts, ag, . ft.). ........ . . . . . . ........... Small A,ppllance. Clrcult(s).. . . . . . . . ........ .. , ............ Range ........ ......... ......... ......... ............... Refrigerator Microwave..................................................... Dish. Washer ........ . . . . . .. Clothes„Washer ............................................... Clothes,.Dryer................................................ Water Heater Garage, Door .Opener ............. . . ............ I ........... 1135 3 5,205 2 1.500 3,000 1 12,000 1 12.0 1 1.200 1 .0 1.200 1 I500 1.500 1 1200 1200 1 1.200 1,200 1 5.000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,415 First 10000 Watts 0100% I 110.000 10,000 Remainder 25.615 940% 1 O 10,244 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend 1 $ ISingle Pole Switch ® Recessed Can Light Sg Double Pole Switch ® Eyeball Recessed PB Puah Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light _ 0 Special Receptacle Well Mounted Light Waterproof ground fault circuit p Light with Pull Chain tattle) ® Floor Duplex Outlet © Computer Connection Jack rc--ml Carbon Monoxide Detector 4& Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Coiling fan ® Television Jack Telephone Jack A DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Fri = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE -1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #I THHN Copper With #I Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit 40 conduit sleeve 150 MCB Into attic MCB PANEL AHU PANEL AHU 200a rated meter can 200a rated meter can MQR MQfE R Interegatem bonding Interagetem bonding 2" PVC ( FPL Termination pant 2" PVC (FPL)-'� Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL 6, upper ire GEG ear «s c a ire 8 -O" Ualvanaed to ) a'- a vaned rods ground rode a Opt. PATIO/SLAB 139 CFM loxiox7 MASTCR BEDROQM 139 CFM IOxioxl B/A Lil 1 LEI B/A Vent thru Soffit --- KITCHEN I 144 CFM 12 12x6x1 18 SEE MANUAL "J" and Energy Calculation 150 Amp for Unit info Panel PORCH I I 163 CFM IOxlOxl II Center Rbgisters on Ceiling ran - I I I GrtREIA R00 17 j Attic Access \� with light / • is detailSheet j� `� GARAGE N �XOin r-----------------) I I I I I I I I I I I I I I I I I I I I I I I I 12x12x8 B/A yti 1 1 � I 6" II II I I r2d420 Ceiling! r I I I r i a� L�I 12xl2x9 B/A 163 CFM Ioxioxi DINING ROOM THIRD BEDROOM 84 CFM IOx6x6 215 CFM 12x6xl SECOND BEDROOM ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER M I I N I I C I �l L L O I U T I - Contractor AL-CU Landing lugs. NTS lugs. NTS - Contractor shall use AL-CU Landing shall use I I H'i I - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which be verified to construction manufacturers recommendations which shall be verified prior to construction SCALE: 1/4" shall prior - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use wire only from to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. copper Provide panel and wire all required smoke d Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 22• All raceways and pipes placed in or through any concrete 6. Recessed cans to be installed per NFPA requirements. 14, It is not the intent of these plans to show every minor detail slab shall be spaced a minimum of three diameters of the 'I, Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install For a complete electrical system and provide all largest conduit or pipe From any other service. S. ALL rooms. A/C Return Air Balance Must comply w/ FBC RMI602 all items the requirements necessary for the equipment to be placed in 23 All exposed wire below 9'-1" shall be installed in metal EMT 9. A(C Refrigsrar�t lines that are run thru slabs must be proper working order. conduit. aeeved in Y 11. All work shall be done in accordance with the N.E.C. and Braden s Braden ,4�,4 PA 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall local 24. Dryer Vents to be installed per + 11, All work shall be performed by a licensed electrical meet all standard requirements of the electric utility FBC AF,02 Architects - Planners contractor, the completed system shall be fully operative. for testing, and telephone company. 411 S.E. Coconut Avenue 12. Contractor shall pay all Tees, permits, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 4B Tel : (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. Fax (712) 281-8283 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenalaBcomcast.net against the public liability and property damage for the labels where applicable. Stuart_ FL S4996 UAAC000032 Exhaust Duct Thru Soffrt, 9" Exhaust Duct Thru Wall WP GFCI Install owlet under disc. N not shown or D r clarity I` U A IC thru Opt. PATIO/SLAB MASTER BEDROOM WP GFCI �q tv TV / 4� i PORCH � \ TV \ I \\ I \ __----- GrtREIAT ROOM II o I @FlaMSpoke Carbon anassas asseDetector I I I fl �I II DININGx W I 1 GFCI ROOM GFCI \ GF I I T 4 N I� 1 1 SSA qp CBS 42"h GFC,1�--- 2" x 54' ttic Access with light L-__- 1 4"e Steel Ballard -� See detail on this sheet 1 Pull chain - \ light in atticp 150 �p \ OPTIONAL PANEL Pan m \}`LOCATION Y 42"h GFCI \\GrtARAG;= (9-- \ �I Garage Door Opener r----------------- I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FL,4N SCALE: 1/4" = 1`011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 1(0.58 sq. ft. required Provide A Continuous Vented Soffit WQnne Building Corp. THE ROYAL Spanish Lakes St. Lurie County Florida Sir Post Light on corner Post Light with W u Photo cell o> 1S Date Drawn Revisions 3-28-I8 5-23-18 Smoke detector revision Drawn by: GARAGE C.C.U.VIEIA� .c.u. LEFT CODE COMPLIAN( Checked by: D_Q.g. ST. LUCIE COUNT Exhaust Duct Thru Soffit Wire For Front Post Light Sheet Comm # B OF 5 m =LIFE SAFETY WARNING AL I-+RRANGE WITH RANE OPERATO This symbol identifies Life Safety Warnings that should be read Do not stand on trusses until they are b given special attention by all persons installing trusses. 14' /t 21 _._ 2'-111 „ DON'T LIFT TRUSSES WITH SPANS LONGER THAN N CO aD m m ao m ro eo m 30' BY THE PEAK. ° m d 3 Y r 4 ,I IN ADVANCE FOR A SPREADER BAR OF 18'- 24'lN N raced per BCSI & properly nailed to straps & hangers N 0o ATEIII J6 Al 13�_72 2/12I 2IN Al I t I A A A w If) O F N it. A O3? QQx EL �UJ Wv Qz of A W Q. ' Ting w- SEAT PLATES BY CHAMBERS AF- z 'I o lt A A T SETBACK BOSTON HIP TRUSS BH7 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER GRB i_ o N AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR J3 h in v to I. it .. `I -- cu GRA 12 I I ✓@ 4.00 I ��C f�9 — — — — — — — — — — =1 8 -1 N ,3 a CV ✓e -1- -- - - - - - _ - - -. -� T �0 `i 0,11 'oil 1 -84" 1' 84" heel =3 15/16" 15'-101, 5' 4" I 2'-2" 9'-6" 214 PLUMB CUT END 35' 2 x 4 Top Chord 8'-1" /� (� GARAGE LEFT BEARING HEIGHT TYPICAL END DETAIL s k J4 O J6 B B B JC ENGTH 21' 14 2' 1 1" 16 N V m aJ tD m m m N W OJ W W m V) C N ' J2 iv J2 J4 Eo J4 O J6 (.SRC A6 A4 \ ''I A3 A2 I Al \\�\ Al GD \\. : Al "v �J N 121 2INT. \� 13'-72" Al I Al Al \\,.y Al cc Al Al A 0 Of A O0 W In U�7 LJ w—'(L A �W� " Qz WUp A W [oQ Z� A Z_ 01F io A A 7' SETBACK BOSTON HIP TRJSS 191117 � GRB - g zo in B J1 N N rn N V7 rn u] B GRA o JC i1f JC - - - - - I- - - - - I: - - - - - - - - - - - - - - - - - - - -- I I �. 1' 8—• 2'-2" 9'-6" 2' 2" ___ 5'4" 35' FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is;. The undersigned acknowledges and agrees: 1, Trusses will be made in strict accordance with this truss placement diagram layout, which Is the sole authority for determiningsuccessful fabrication of the trosses. 2. All dimensions In this layout have been verified by the undersigned, .3. Unless written notice Is provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice le tumished Chambers Trues shall have three (3) builiness days In which Yo begin repairs requ(red, or M subsdtule other Wssas, ei Chambers option.' 4, The undersigned acknowledgas receipt of •SCSI 1.03- summary sheet by 9Pt & VJTCA. 5. Delivery Is to Job site. It la the buyersresponsibility to make the job site suitable for delivery. Chambers Truss has the sole authodty to determine the suitability of the Job site or u portion of the Job site for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver .bemuse Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses, Buyer Is responsible to Chambers Truss for towing mats due to site conditions. e. Prim as shown Iq paragraph 7 below Is subject to change If any changes are, made In this layout. A $50 per hour fee for revisions may be charged by Chambers Truss, 7. This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If nti44 agreement a reasonable price. Invoim will be made on delivery and paid within terms of net on delivery. Involm may, be made at scheduled date of delivery. If buyer cannot swept- delivery of fabricated Wssea. The underslgnad agrees to pay Chambers.TNas reasons attorneys fee for collections In event of payment not timely made. 1.1/2 % per month Samoa charge will be added for all sums not paid within terms. 6. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9 In consideration of Chambers Truss extendin credit for This materiel the u d I 9 n ors fined unconditionally guarantees payment when due of any and all Indebtedness owed to -Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys tees, if default in payment for material be made by the recipient. 1.- - 10. In the event of any litigation mnceming this agreement, the items furnished hereunder or payments referred to herein, the. parties agree the! the sole venue for any such action wlf be Saint Lucia County Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Rasponsiblilbas For DonaWG!Ion Using Metal Plate Connected Wood Trusses ANSVTPIAIVTCA 4 - 2002" DATED SIGNED FOR VILE Aspn3ader barmaybe iegtt4ed par "SCSI 1-03" h> pia✓eiit Injury & darnage, Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector, Study the contents of the information packet included on delivery before setting trusses. Trusses must be sotand bracer) perdeslgn tr) prevent 4yury& danage. Trusses must be sot plumb and square Do notset bunks or stack of plywood, roofing material or any other cdhcentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT ` USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES 1 CHAMBERS TRUSS INC 31p5 CileanderAvenue Fort Pierce, Florida 34982.6423 800-551-5932 Fort Pierce 772.465-2012 Fax 772.465-8711 Vero Beach 772569.2p12 Stuart 772-2863302 he Architect-s or Architect's reprer}ehtative's " shop drawing approval is NOT The double check" Of the contractor. contractor shall remain responoible for checking field measurementt§ other conskructloh criteria. Arc If Ind approval covers h a, revie general roof sf�a e, vv of truss strapping, and Ioa�li g on structure froeir ri gravit and Y uplift lord and theirresP ive:location, - � %approved By Date._ W r 92 0/93.2 MITEK 4.2 6raden 8 eraden.A.1.A. P.A. DESIGN CRITERIA { County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 2 _ Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof N I 2. I Loading in PSF Roof R.D.L. Top Chord Live 20 o c Top Chord Dead 7 4.2 r . Bottom Chord Live 10 Non -Concurrent w d Bottom Chord Dead 10 3 R TOTAL Load 37 7.2 Hrn Duration Factor 1.25 in Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the R- -ild'na Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. LAJ MI 4: SAE ACAD: SAE Reviewed By: a Date: 07/19/12: REViEVJEDsSO63/21/18 FOR CODE COI 3/05/2020 ter WYNNE gbI� 8i DESCRIPTION: _2&& t 7 GARAGE RIGHT � ROYALE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWING i ARE ATTACHED TO LAYOUT M 1 1324 Zp iac-4 U,-f-6