Loading...
HomeMy WebLinkAboutPLANS12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 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 A5TM O (tgpe 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 5/8" thick light textured Stucco on tgplcal concrete block construction RIGHT ELEVATION SCALE: 1/4' = I' -ON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 9II451.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" ens laps fastened with corrosion resistant tin caps and with 1.25' ring shank nail spaced o.c. at all laps and two staggered rows 12" o.c. in field. Attpe deck t)trusses using attachment detail on this sheet \ SCALE: 1/4' No I' -ON 12 SLOPE 14 `.: COVERED PORCH 5 5 5/8" thick x 8% cut coral finished stucco bands Product Approval Submittal Affidavit Opening schedule Swing Doors, Overhead Doors, Sliding Doors VbWdovm Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method �T ation = Design Pressure of Approved Teets 1.2.3 E4 FL# 239.3 Single Hung SH-100 Impact PGT 5/I6" 1/4' ilia. tapcar of am 13/8• ppenetration to be spaces Pmr Product eppewaL Contractor shill adhere to min. edge diataneesapemrred m Product approval + 60.0 PSF _ A I6-0330.02 Overhead Garage Door Model 824/811 le-d" max. night DAB u Rs "v.r< ;;+a Val r°°""wu rue 321"=ie..e a . "ea dai� yal � " `� `� `" =a en"ty .dam. to 1w sort mer.+'e NOW mok 10-9-21 + 50.0/-LO-0 psf + 50.0 PSF B FLU 16614.1 Fiberglass, DesignPro/ smoh Pro Jeld-Wen Moo 1/4' aa. topic with min 1.255 empbwdment at 3' max from corners and I15si' oc. max. tharsaftor in head and jambs. C FL# 251.5 Sliding Glass Door Series 110 SGD PGT IN nom " Type GSA" 1/4' ilia, tepcona if min. 1 3/4' penetratU be apaesd pa; pradueta roveL Contractor a�iell adhere to min. 2 I/2 edge drtencn apacdied in Product approval ± 40.0 PSF Product NOA/FL NUMBER Model # Manufacturer me Attachment Method T Epicanon Date Des' Pressure of Approved Teats MLL1110II8 FLU 241.1 1" x 2 3/4' x .315" PGT InP*II per fastener on sheet ?off gat m ?able IA and 19 oduct approval5 if 2 + 58.0 PSF Roof FL# IIL51.12 5V Crimp Metal Roofing GwIP Coast Supply and manufacturing 2L ga. 5v crimp metal radeig attctvd to plomood deck a" a9 x L5' irooa screws with self oeaing wake at 12' o.c. max epaang over ASTM D (tope 30 Ib relt underlagment +stated girth min. 4 side laps and L' and laps Pastaned with corromon rametat tin caps and with 1.25' nrg atrank nail& epsced L' oc. at all laps, ootanaeredrwee 12' oc. m field. Attach deck to truseve uam at stall_on — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install uvng 2" x 2" batters at V o.c. screwed to sdfit framing using a x So wood screws at each .ruses Install soffit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below ( Architect or Engineer of Record 12 4 1 SLOPS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 is. 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 (tope 2) 30 lb felt underlagment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1-25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX FIgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 4 1 SLOPE 12 RES 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" No 1'-0' ' O.H. H. Finish COlumns With 5/8 thick cut coral ®® finished stucco bands El El d ® ® ®®®a . oft oft Fair FRONT ELEVATION SCALE: 1/4" No I'-O" 2" x 4" top plate II 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on x 4" studs at W' o.c. base -board � 11 11 ,, 2' x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on L fill Viaqusen over clean compacted termite treated fill nterior Non -Searing Partition nts Braden t Braden AIA1e PEA Wg ire Budding Corp. Architects — Planners 111 BE S.E. Coconut Avenue T H F. MANOR 1 Tel : (112) 281-8258 Fax —mail: : (112) 281-8283 bradenaiaecomcast.net Spanish Lakes Stuart. FL 3499E #AAC0000AT St. Lucie County Florida 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: 165 mph ultimate Mean Roof Height: " Roof Pitch: 4:12 Internal Pressure Coefficient: t0_Ie Subjectabihtg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'_4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12E ASD deal n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.60L+0.60L Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roar Zone: 2• +20.6/-51.0 psf Roof Zone: 3. +20,6/-84.0 psf Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall one: 5• +35.8/-41.8 psf Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ea Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Presaure:2 500 ay Presumptive: X By Teat: pal SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AS— par FLOOR DEAD LOAD: 10 per JOB ,AQQRSSS.U�<7R-��\c�� MODEL: GARAGE LEFT Date Drawn Revisions 9-9-19 Drawn by: C.C.U. Checked by: D.R.B. 0 No Roof Zone I Walls Zone 4 No Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # R R 1 18-52 CODE COMPLIANCE ST. LUCIE CO IJ TY /l OF 5 ROCC l t Opt. FLOOR CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor t0 verify ALL notes and dimensions prior to 34" high by 4" diameter Living A/C = 1,�24 sq. ft. proceeding with work. steel crash poet. Floor Back Porch Total = 210 S f t. Flange with 4 - 3/8" q' 2. Contrac or to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 455 sq. ft, 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Front Porch Total = 94 sq, ft. a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof- 2,485 sq. ft. 4. No dissimilar metals to touch. 2;6" 2�," 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 Total Volume = xx,xxx sq ft. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' ,3,a„ ° 2�2 41 L. Drywall at ceilings shall be leveled and attached to bottom chord -4.J f h FBC R-102 3 5 2�," Attach buck to block wallwith 1. O trusses wit screws per ALL wood in contact with concrete shall be pressure treated. O O I/4' dia. Elco cent screws with min. 1 1/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Exterior face and 4' max from each corner thru 2" x L" PT Buck 9. ALL plumbing fixtures to be low flow. or mall apes 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 #8 woad screws thru jamb into buck at each hinge and 15" o.c. max and handicap accessibility requirements."Detail 2n2'A" at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department NTS 13. surveyor t0 Set in field. Separation between residence and garage shall be per FBC R302.6 INSTALL ON ALL VULKEM BLOCK SEALANT JAMB, HEADER, AND Door between garage and residence shall be 1-3/4"t 20 min. rated door BILL1-4. NSTALLATIONRIOR TO BUCK w. H. = Water Heater Install windows thru buck into block with 3/4' tap -con with 1 1/2' penetration at 6' o.c. mox. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 smoke from each �ornjamb&d d 2 ' max and 20'x. nt'hsead a a`ah 14. Wall and ceiling finishes shall have a -developed index of ot greater than 450 per FBC R302.9.2 Exterior face pre` approval 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to he 1" x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B,C. R316 - see permit Info box of code edition IS. G plum board material shall conform to ASTM C34, C19, C415, C514, C630, C931 I"x4' P.T. Buck nailed to C`T60, C1002, C104-1,C1177, C11-18, C1218, C1395, or C1396 and shall be installed Detail t ohm ^toile at Windows prior to window hardened according to the following: (FBC R-102.3.5) Masonry Beam I" x L" P.T. Buck Waded block with case hardened prior to door attachment. to nails / NTS Drywall Thickness Location Orientation Framing Member Max. spacm9 of fasteners Nod sizing options for installation of Eirywall into Spacing Maximum Nails Screws h wood framing mein era 2" x min. thickness 13ga 1 3/8" long with 19/44" head Ceding Perpendicular 24" 1" 12" 0.098' dia�Rter x 1 1/4" long annular -ringed of Sd cooler Wad /2 OR 0.080" dia. xx 1 5/8" long with Walla Either 1L" 8" 16" Direction 15/44" hand OR Gypsum board nP11 0.08L" ilia. x 15/8" with /32" head. 13ga 15/v long with 19/64" head Ceding Perpendicular 24" 1" 12" 0.098' diameter x 1 3/8" long annular -ringed of Ld cooler nail OR Walls Either IL" 8'. 16" 0.092" dia, xx 1 1/8" long with Direction 1/4" head OR Ggpsum board moil 0.0915" dia. x 1 1V8" with 161/44" head. FLAN Install SGD thru buck into block with 3/I6" tap -con with penetration at L" o.c. max. frorh each corner and 20." o.c. max th"Cafter at head per product approval Q0 Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. frgm each corner and 20" o.c. max tht-reaFter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door +` ' sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, " Masonry Well1- A108.1, A118.1, A118.3, A134.1 and A131.1 11/2„ 20. Cement fiber -cement or glass mat sum backers in accordance with ASTM C1288, C1325, OR CII18 and Installed I.A.W. rnamufacturers recommendations Shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas tind wall panels in shower areas. Sill Install SGD thru buck into permeable members Installed block with 3/I4" tap -con with 21. Insulation including facings such as retarders or vaporp I v2° penetration at 4" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding D OOr D e t a I I From each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approval Jamb index not to exceed 450 when tested in accordance with ASTM E 8-4. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supportmg Max. 1810lbs. uplift Aluminum Drip �� Edge 4 Fascia is 2" x L" Sub -Fascia Kagcan full o vent vinyl soffit i using 1/8' dia shank x 1.5' long roofing nails with 3/6' dia. haec product approval - see chart a1 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap at each filled cell Grade #1 12 4 I- ioRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont_ for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8' Block walls All drywall to be installed per FBC R102.3J and shall meet all pertaining ASTM codes. ao Mortar to be Type "M' only propportioned per FBC RL07.1 and Mortar Jonts shall comply wifh FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted f d t I n notes for Brae see oun a on p a spacing at openings 4" concrete slab with fibermeah OR Vx4m #10/10 WWM on L and Visqueen over clean compacted termite treated fill - IIII-IIII 11111 l l l l- _ _III IIII III IIII l lil l .III - 14" x 14" Concrete footing 14' with (2) #5 bars cont. and #5 T Y i"1 C A L SECTION transverse bare at 48" O.C. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE 1. 4'-SYs"z V-3%" 54%s"x 63%4" Single Hung ZONE 4 2. V-23,6"x 5'-3 %" 15' x 0VI" Single Hung ZONE 4 3. 2'-2' x V-2h" 21i4"x 38%" Single Hung ZONE 4 4. V-1' x V-3%" 38' x 43 i/," Single Hung ZONE 4 S. 4'-5%"x 4'-2V." 54%"x 54 X" Single Hung ZONE 4 L. 2'-2' x 2'-2" 25" 4 24 %4" Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Descri tion PRESSURE ZONE A 9'-0" X 1'-O" 108' x 84' Overhead Garage Door ZONE 4 B 3'-O' X P-8" 41' x 83'/," Fiberglass Panel - inswin ZONE 4 C 5'-0" X 6'-8" TV x 81 '/z" $°r.w°ot..`°" Sliding Glass Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 24' x el h" E 2'-4" X V-8" Solid Core - Wood - L-Panel F 3'-O" X V-8" Surface mounted S.C. - Wood L panel over 32' drywall opening G 2'-8' x V-8" x 1 �4" Solid Core Wood. Steel, or Masonite Door H T-8" X V-8' Solid Core - Wood - 6-Panel J X-L" X V-8" Sohd Core - wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Braden 4 Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AACOO0032 H.B. i N tv 0 I in Winne Building Corp. THE MANOR 11 Spanish Lakes St, Lucie County Florida EGRESS MASTER BEDROOM Flat Ceding Vanity to be 34.5" high O 674" rr CLOSE 1 I ` �' Rod t Shelr 1 ICLOSETIr IILn JUNIOR MASTER BEDROOM V-O" A.F.F. Flat Ceding $e7 ►tic COVERED PORCH I 201-8" GRE1 T ROOM 8'-0" to 9' I8" A.F.F. Vaulted 'Ceiling I I I I Align cabinet 1 with outaide 1 of raF, wal Vert. tied Into r Ln N w O O " BAR TOP 7 -- - -- - �Parxry ®I - WI - cam.at 1 0 DWI I I o CAS CASKET 1 1 49's vemty 1 Vanity to be KITCHEN o a 34.5" high 1 8'-0" A.F.Fng . O 1 Flat Cell Upper cabinets I to extend over REF 3c• D ---� - J OPENING 5 shelve 0 O -II Batts --� �� Q Vanity to be w,}I, Provide Auto 34.5 high W©ER p Closer on Do IU r .- -� W ® 4"N steel Ballard IAiLc Aeeiw -3" g See detail on with light 1 Clear wall 1 this cheat L - -g - - - s ace fo� a) 5'-2" door 6 4 150 Amp l0 33"w knee YI I Panel 2 CAR O apace W1 F `n NOOK A 11 H.B. GARAGE 5'-81, 1 © 0 R-11 Batta T 8'-4" A.F.F. - f---------- Flat Ceiling---- 1 o a I I a U) I I I tz7 MT 1100 `r' rc I Block walls in Garage i 0 O LAUNDR r I to be struck block o hh I 5' O° iv IJ 0 COB R fps I I I I TEMPE ED I I - In line 1 1 with door 1 b• to laundry 1 8„ COVERED M I 21 - O„ I 12'-8" o PORCH 0101 1 DO A 2'-8. 16'-0" je 3'-8" II'-8" 2" 22'-4" O I 0 gLVIEVVER1 FOR ST_ LUCIE COUNTY MODEL: Date Drawn : Revisions Sheet Comm # 9-4-18 9-25-18 Client Requested Revis GARAGE Drawn by: II-15-18 Window #6 M.O. LEFT C.C.u. 18�2 2IMPACT Checked by: D.R.B. OF 5 .7 I NUt.. I UI`i—'AL. I X V I E__J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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 2,600 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. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 4, GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FL;4N 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 91 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, It A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 IS. 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. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from (o'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar 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 flbermesh OR 6"x6" #10/10 WWM on 10 and Visqueen ovar clean compacted termite treated fill t'bE� -I I I II 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL SP A,1 P 1/7" = I'-n" 4" concrete slab with flbermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan .. ro CV 12" x 12' concrete column block tilled with concrete and (2) #1 bars vert. tied into lintels above Top of tooter 14" below finished floor 10„ (2) #5 bars cont. bottom steel 12" AGE STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field 1N 0110011131111111WI M 30" COLUMN FOOTIN( =III1= 3011x30"xl6" concrete column footing with (4> #5 bars each way SCALE 1/2" = 1'-0" SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark size Description �9 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 1200 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB O 0'-0" 4" concrete slab with flbermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill \� �J PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4,_,�SECTIONS Adjust curb height based on gar. floor 4" concrete slab with flbermesh OR slope. 6"x6' #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-01, s F.F. OIL Grade I 7 MT —i i i III I i I— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �rj GARAGE CURB DETAIL SCALE 1/2" = 1'-0 " 2" x 6' PT wood secured with \ 3/8"dia. x 6' anchor bolt at IS' o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NT: IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilhng 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location OEM Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden Ill Braden AIA. FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8268 Fax (112) 281-8283 9B E-mail: bradenaiaecomcast.net W IQ 4 I NDI"INCLUDED 14'-0" PERMIT O 0 I I I I i i i i a 0 r---------- D F4 z L— ® L_ FI FI bock Filled with r concrete ncreltenand (2) #7 ba v rt tad to 24" uj re e lintels above I in (L r ') Rear Porch Slab to O I I CIL � be poured separately I from House Slab. N F I ar-o° I I Thicken Footing to 24"w x 14'd x 24'L n under filled cell I under girder bearing_ LEI O 9W 0 O 0 OG IFI L — — � — ——-—————— — — ---- , IS Rear Patio/Slab to FI FI be Flush with bottom of sliding door recess. Slope I" I I `- I i I' I I` I I I I I� �- FI I I IE I I I FI I -a 4" concrete slab with flbermesh OR I - _ LO 6"xb" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill � I II I Ic of I I I I� I I FI I d of II I °I I Op IC I I A/C © 1 L------4an © -- 7_�l —�II o—--------- I ® 4"4 Steel Ballard p IQ Shia hon detail I 110 Amp I I anal O I FI I 4" concrete slab with flbermesh OR I I I p 6"xV #10/10 WWM an 6 mil Visqueen over I I ry clean compacted termite treated fill m ® 21'-0" I I FI = F5 I aF T T-1 oo� - I © =� 0 1 F1 w O I Imo0 ci' r�r W /\ I a Q I I I -� /, w al I o �I I I FI -1 I one Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida F5 21'-O" a I-, — — — — — — — — — — — — — — — — — — � 4 pL Recess for © —------- p-TOTE-) Ls arage oor 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above 2'-8" 6'-O" 3'-B" II'-8" 12" 22'-4" 12'-e" 35'-0" MODEL: Date Drawn : Revisions : 9-25-18 Client Requested Revis GARAGE Drawn Drawn by: II-15-18 Window #6 M.O. LEFT IMPACT c.c.u. Checked by: D.R.B. :R_ A 04Pu 1 A N a�=' n <n Sheet Comm # _ 18�52 OF 5 ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2, Minimum Screw Size = 48 x 2" 3 Minimum Sheathing ing Thickness 19/32 CDX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans for zone 3 Kau Area Edge Field Fastener Pressure Zone I 6" 6'r 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank l6 psf Zone 3 4 to4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" diameter& overlap into beam. Tie lintel Into beam where length of filled call steel into continuous the opening calls for it. !! beam block steel. — Overhangs at I —O unless otherwise noted on this sheet Z — Roof pitch at -f:12 unless otherwise doted on this sheet Provide Cast -Crete SUB-OB/OT precast lintel set in mortar` Min. 8" Bearing 12"x 12" ilumn Block `� � ,� •Y •"iY r ',J. r u f fib.," l.,,P• i'i a "+5:: 7 Provide PT Buck :t attached per jamb details into filled cell " 4" Pre -cast I'" ri14 Truss shop drawings to be provided bg manufacturer Ang 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 Felled Cell to construction for lagout and uplift verification Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction Provide 45 bars with min. 48 bar ��ITwisters overlap in filled cell. Tie 7JiMad cell steel into continuous Pouter steel. Concrete Footing (see Pouter schedule .:.- Por exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia• threaded rod set min. Ila into wet beam and (22) IOd nails into truss Reber 48 Bar Dla_ TRUSS BLOCKING DETAIL ,:. Min. Overlap .+ ' AT GIRDER STRAPPING Attachment AT CENTER BEARING POINT NTS 1/e' thick light textured stucco installed per r+ I I ASTM C 926 over AS?M D tugh 2 paper backed BEAMJCHEDLE u wire lath nailed to substrate through one lacer of ASTM D Tygpo 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field Mark Size and Description and edges with IOd ring shank nails into studs. Two rows of beam block filled with concrete and I #5 bar Gulf Coast Supple and MFG 5v Crimp Metal roofing FL #11651.12 BI continuous in each row. Hook vert. bar over top bar with 24 ga. 5v crimp metal roofing attached to plgwood dock using #9 x 1.5" #5 90a bend bar with a 10" min. lap at top bar. wood screws with self sealing washer at 12 o.c. max apacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6' and laps fastened with corrosion resistant tin cape and with 1.25" ring afienk nails &cad 6' o.c. at all laps and two stagggered rows 12" o.c. in field. Attach ra to trusses using attachment detaI on this sheet `1 Rebar to Lintel bars Additional Precast Lintel #5 #5 b Lintel Length Bar Length Clear Span "A" Bars "B" Bars none `4• i ''"+' i i '' " i i i 2'-10" 2'-8" 1'-6" 2,#3 3'-6" 3'-4" 2'-2" 2,43 none 811118-OBAT 8F8-IBAT 8F8-IB/2T Additional 4'-O" 3'-101, 2'-8" 2 #3 none A :... 11:5 bars CLIMAR l '�^41-41, '41-411 3'-2" 2,43 none no Row of .H,i .i;::;;;:);.i t Block Above '•r.r;f<6^:: 5`-4" 5'-2" 4'-0" 2 #3 none 5'-10" 5'-8" 4'-6" 2,#4 none r,"r Ni Precast Lintel '...I `.,.�.••, IIt Additional 2,94 none #5 bars y y 1'-O" 6'-2" 2,#5 none BFIL-IBAT BFIL-IB/2T 8'-4" T'-10" �'-O" 2,#5 none NOTES: ALL reinforcing steel 1$ grade 60. I, min. coverage of steel-1.5" 2. min. bearing required 9 as. and=8" 3. standard for reinf. steel-ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark WinQow or Li Unit WI Lintel Size Cast -Crete Specification Rows of "H" Block Above " Bottom Stes1 Size Top Steel Sizs Max Gravity Load tPLF) Max. Igo t kosd PLF) 6L9 130 409 35 Max Lateral Load (PLF) L22 T-2' 3'-L' 6F8-OB/IT 1 #5 30L9 1024 10 L31 2:-V 3'-1- 4'-0' 8F8-OB/IT 1 #5 25LI L45 4'-5" 1 5'-10" BF8-OBAT I 1 #5 1105 331 — L60 W-O' 0-V 8F8-OBAT 1 #6 1238 121 LLO C-8" T-L' 8F8-05/IT 1 #6 1011 'f21 634 LBO 8'-O' T-4" BF8-IB/2T 1 #5 2 #5 152 691 512 00 T-O' lo'-V 8F8-11 1 #s 2 #5 L43 530 401 L9015 9'-0' 10'-V BFiL-15/2T ONE 1 #5 2 #5 1633 1163 401 LIOO 10'-O" 11'-4" BFe-15/2T 1 46 2 #5 582 494 452 LIOOB 10'-0" 1 11'-4" BFIL-I5/2T ONE 1 #5 2 #5 1341, 1028 452 L120 12'-0' 13'-4' 8F8-IB/2T I 1 35 1 2 1 #6 411 428 324 L120B IT-O" 13'-4" BFIL-I13/2T ONE t 1 85 1 2 1 #5 1016 T10 324 LI40 14'-0' 15'-4' BFIL-IB/2T ONE I 1 #5 1 2 1 #5 1250 409 259 LILO IL'-O" IT-4" eFe-I13/2T I a5 2 #5 1 300 1 1412 1 194 LILO15 IL'-0" IT-4" 61121iHS/2T ONE I #5 2 #5 I also @20-J194 L - 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. Snrpsan HETA 20 or equal hYRieane arita at each truss with (10) IOx 11/2' nail - C 24' o.c.) au'porting Max 18101bs uplift Ahmmam Drip Edge 4 Fascia 12" 2' x L" Ksyon full o vent vmgl soffit installed mg 1/6" dia shalt x I S" long gale. roefug rwils with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrate column block filled with concrete and (2) #1 bars vert. tie into intels above thicken edge to 8'x8' with concrete and one 15 bar continuos BEYOND 'op of fcater IL' below finished floor 12 4 Aluminum Drip - Edge k Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd "ds at each web hi -rib lath vertical we to arovid 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vart. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan "I+ Slope per foundation plan T III= Brace Gable and with 2' x 4' SYP 392 art back nailed to bottom of top chords using (2) IOd nails at each truss — RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) " \R-30 blown fiberglass in bottom chord or trusses I/2" drgwall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC R601_I and Mortar points shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 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 VxL" 010/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill � l=1 ical Section at Front fi orc Scale : 1/2" = I'—O" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in apoxg with 1810 lbs. ub6ft HETA 2O /— (22) 10 nailalinto true Add bockit�{i f{o r•uaa on main• .*Ail . r in a o 0431 END//, 1A I Pan, I- I PlAl Mr POOR = IN I In IN RM "OWN I AVE 0 WN PAAVPJrrql A) PH , Ed WA M "Ar WA Im 0M 1W PARAM3 F4 rid 1.25 ring shank nails FA Attic �GPVXD with light k— IN Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Provide (2) HETA 20 straps at this location is N � X so QS � N u o) <[ to,�- a L � W 4L ui �s 11 g7 U Up E_ N v to `r N L 0 LU PANEL "A" - - Polo BR I Load I Wire Description arct circa Description wire Load BR Pales 1 20 1.2 to u12 Refrigerator I Rani a6 12.0 kw 50 2 1 20 1.2 kw a12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.C. 5 e Dr er $10 6.0 to 30 2 1 20 1.5 kw $12 Kitchen S.A.C. I a 1 20 - a12 Bathroom Racepts 9 10 Air Cond sor $10 6.0 kw 30 2 1 20 1.2 kw a12 Dishwasher II 12 1 20 1.2 kw a12 Microwave 13 14 Air Handl 810 5.0 kw 30 2 1 16 a14 General Lighting 15 IL 1 16 - #I4 General Lighting 11 18 WH a10 6.0 to 25 2 1 15 - 414 General Lighting 19 20 I I6 - a14 General Lighting 21 22 GDO 912 0.81 KW 20 1 1 15 - a14 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General, Lighting (3 watts sq. ft.) Small, Appliance, Circuit(s)....... .......... ............... Range ....... ......... ......... .......... ................ Refrigerator,,,,,,,,,,,,,,,, Microway.e... ..................................................... Dish .Washer ............................. ClotheB..W.a®her................. ................................... Clothes„Dryer... . . . . . ..................... . ..... Water. Heater Garage, Door Opener. 1135 3 5,205 2 1,500 3000 1 12,000 12,000 1 1200 1200 1 1500 1500 1 1200 1200 1 1200 1,200 1 5.000 5.000 1 4 500 4 500 1 810 810 Total Watts 35,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25,4I5 e40% 1 O 10,244 Electric Heat or A/C 10,000 945% 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 Legerd7 S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed Po Push Button Switch .Sf Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light ata eterproo ground fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack r-cm-1 Carbon Monoxide Detector Flood Light TO Thermostat t9 Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fen © Television Jack QTelephone Jack aoc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sFxR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR -2-19 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) ul THHN Copper With ttl Grnd ----0 2" PVC Schedule 40 conduit 2" PVC Schedule ISO AMP 40 conduit sleeve AMP MCB Into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can r� Intersystem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" rigid service FPL 884Ae&alrvenaed rods ELECTRICAL RISER Interayaten bonding Termination pant 2" PVC ( FPL}-ram schedule 80 2" naid service FPL GEC Sarr21 cWt elvatree to naed ground rods ALTERNATE SERVICE ELECT. RISER 221 CFM loxioxe COVERED PORCH I I I I I GREIAT ROOM I ti_ I - - - - - - - I KITCHEN O O IOXIOx1 I L 0L Soffit ____ 3 1%nt th'Fu OWDER � TKCFM 4 I w 40 FM 8x4x4 LAUNDRY 1 r o! 0 B CFM 8x4x4 COVERED PORCH la, 20x2iO - 'B7rA- r-i-w I/ I 121 CFM IOx1OX4 MASTER BEDROOM 121 CFM IOXIOXc 12x12 12x12 B/A B/A E- - --- 101, /I 221 CFM�- Ioxlox6 It I I I 9 CFM Sx4x4 LOSET 31 CFM 8x4x4 14 1 s 41 M oxox4 JUNIOR MASTER J BEDROOM Vent thru Soffit Y �I SEE MANUAL 22" x 54" W / 4"0 Steel Ballard 0 "J" and Energy Attic cc ss 1 0 See eetdet2ad on Calculation 11� for Unit info L - - - -- K Q __--------L-____IL"�LR - I J 150 Amp 2 CAR Panel GARAGE ------------------------------� I I , I , I I I I I I � I I I I I I I I I I I I 1 I , I , I i I , I , I , - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. -Contractor shallre torque lugs I.A.W. n X "/'\� O manufacturers recommendations which manufacturers recommendations which j/�\ fU shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: - THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before 2. Provide and wire a l required smoke 4 Carbon Free of defects for a period of not less than two years from ordering. The contractor shall provid kitfpUl rout tn95 to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. L G C Y G n t I n C a 1 C U I a t I On S F B C 2309.1 3. Contractor to veriFy location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all Fixtures as calls I'bt°fhe�el�IC S tits = 2�f8� S ft. 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. p q S. ALL exterior outlets to be WP/GFCI rotecte other phase of installation that may have been damaged. - p hGtl�gtlo16.�8 Sq. ft. required 6. Recessed cans to be installed per NFPA requirements. 16. It i9 not the intent of these plane to show every minor detail 22- All raceways and pipes pieced 1n or h ougfinanyn$ nc e 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items For a complete electrical system and provide all largest conduit or pipe From any othe serviVlrovide A Continuous Vented Soffit 8, A/C Return Air Balance Must compIgy w/ FBC RM1402 the requirements necessary for the equipment to be placed in 23 All ex o 9. A/C Refrig��gr�t lines that ore run thru sleba must be proper working order. p sed wire below 9'-1" shall b sleeved inYVC I1, All work shall be done in accordance with the N.E.C. and conduit. /� /^� /� 10. ALL A/C Equipment shall comply with energy calculation shall comply with do local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden t Braden �""itIA, FA 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 Architects - Planners contractor, the completed system shall be fully operative. and telephone comipany. 12. Contractor shall pay For all Tees, permits, testing, and 'fly S.E. Coconut Avenue inspections including blower testing where required. I8. The electrical system shall be completely and effectively 13. Alf work shall be coordinated with other trades to avoid grounded as requited by the latest edition of the N.E.C. Tel : (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. E-mail: bradenaia5comcast.net duration of the work. Stuart, FL 34996 UAACOOOOS2 NOT INCLUDED ON � I IIS PERMIT Opt, PATIO SLAB \ \ ' IMP GFCI COVER D PORC / MASTER BEDROOM B �I V I / I Q I Smoke / Carbon M�O S onoxide DetecW Combo GR$AT ROOOM li I\ I I � I � � I � \ \ \ Smoke / Carbon onowde Detocter \ \ cos a \ MO M GFCI I � 3� S ynEs I / / 4FCI 1 -o GFCI / " - I I KI_ CHEN I c I CHIOSET OSET JUNIOR %,ASTER Exhaust Duct Thru Soffit GFCI -LAlip _ nstall oulet GFCI \ \ \ under disc. not shown for Ll clarity GF GFCI GFCI I fS 50 CFM \ FAN \ U Q - - \ 0 I o 50 AN � / IZ:71/ S 421 GFCI PB _ 1 Steel Ballard Exhaust Duct ' M I Attic fight with h lit i See tda4t2a11 on Thru Soffit � \ I I I L _ _ _ _ _ Pull chain \ PC light in attic 150 Amp \ 2 CAR Panel NOOK ® OPTIONAL PANEL GARAGE / LOCATION w 92"h GFCI 4" Exhaust Duct Thru "a \ S' r-----------------------------� Garage Wall , I Door 1 - I W Ile AUNDRY JR Opener e / F totiCOriwr I I I I I O Wire For Front Post _ _ Light WP GFCI 1 � I I COVERED ` V PORCH J Oc ----- xa 30° -LECTi�f C/4F) L Ail w Post Light with 00 Photo cell SCALE: 1/4" = 1'-O" WLinne Budding COrp. MODEL: Date Drawn : Revisions G��9_q-19 THE MANOR 71 Drawn by: Spanish Lakes Checked b St. Lucie County Florida y' D.R.B. Sheet Comm U �7_-1 OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A 15U TO Span Spre er Bar 60 degrees or less � 1/2 seen aaaaaas 2to ...0ripprox. Tag line �abPmorB Tag line px 112 an. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used Truss is an example, your truss may not match. Truss Is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. • AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS ( Hatch Legend 2/12 VAULT BRG WALL @ 81- lit AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. s a HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT _ - ----- -- — — = j TRUSSES CANNOT BE STARTED UNTfL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees; 1 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. CORNDER JACKS ", 2. All dimensions in this layout have been verified by the undersigned. i ¢ ARE NOT BEVELED. F. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD Lj W ,t, ndersigned agrees that no backcharges will be allowed, In the event Such written notice Is furnished Chambers Truss ENGINEERING. hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N o fter 10 days of delivery remedy will be according to Florida statute 558, -_ —� 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change it any changes are made in this layout. A $50 per hour ee for revisions may be charged by Chambers Truss, - ----- - -- '---- --' - -- --- ` - -=' 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or i1 no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of 24" O.C. THRU elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss CORNERJACKS easonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge will be ONLY 4 for all sums not withinterms ` - -- - anywhere on this sheet constitutes agreement to all terms herein. s9 CORNER DETAIL doe offdded considerationC a Truss Chambers Truss extending credit for this material the undersigned unconditionally guarantees ay indebtedness y and all owed to Chambers Truss by any entity receiving material and the -_ — ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY cipient -- -- -- - 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to ------' "---'---- --- ---—Spain, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 112. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPVWTCA 4 - 2002"" Warranty is per Chambers Truss Warranty attached. 4r - _-__ — o _— 1-00-00 C6 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL 14 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: VAULT' The Architect's or Architect's representatwt,':a shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads ariw, their tea a tive locatt s. ti,, art sy _ D;ppr ...Be-yden L r :a,n A.I.A. P.A. TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 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 arerequired 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. 199111111 Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood , roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 4 lshmit. 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM C Aliis'tt created from this layout This layout sent to jobsite LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 160461 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4,2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1,25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining 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 Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11439 SCALE: 1 /41f = 1'-011 82 total trusses, 16 unique designs -76a Designer: BLW Reviewed by: _ T Date: 09/11/18 Revised 09/21/18 FOR Wynne 41153-0 Llsc DESCRIPTION: MANOR 71 / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. ,. A I DON'T LIFT TRUSSES WfTH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SpL Spre er Bar I•ag Tag line � 12 span � 9 Ta9 line �Prox 2l3 to �. approx. 1I2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example.. your truss may not match. Truss is an example, your truss may not match, Insist crane operator sets truss this way. Insist crane 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 AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING !\ The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT BRG WALL @ 8'- 1" DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT L' 1 �a L' r: CORNDER JACKS j ¢ ARE NOT BEVELED IK ~ SEE STANDARD ,i� ENGINEERING. Ci Z J �, J ;tOz NUO N II I 24" O.C. THRU CORNER JACKS ONLY 24 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY I 4 r— MAR 0 4 2020 Lu¢le County, Ittlnl 1-00-00 ro PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" —�4 END DETAIL: VAULT, File Copy The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re ect' a locations. Approved By: _ �• Date: Braden 84 Braden A,I.A. P.A. 90 1-0�,3j FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verged by the undersigned. j3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersi ned agrees that n o backchar es will be allowed. In the even such 9 9 g t s c written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. (ter 10 days of delivery remedy will be according to Florida statute 558, 4, The undersigned acknowledges receipt of `BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole author) to determine the suitability of the job site or aportion f tyo the ob si e for I' Y t o delivery. Chambers !1 ry rs Truss will e responsible for dump delivery only. The buyer Is responsible for additional delivery expenses If Chambers Truss has I o redeliver because lob site Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions 6 Price as shown In paragraph 7 below Is subject to change if any changes are made in this layout. A $50 per hour Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorney's fee for collections in event of payment not timely made. 1-1/2 %p per month service charge will be dded for all sums not paid within terms. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the adersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the cipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erem, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. ATED IGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 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 arerequired and can save life and property and is the responsibility of the truss erector. I Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. 00 NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 40400AWRilhii. 310 can er Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465-8711 Vero Beach 772-569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM C,tl'i's_t/created from this layout This layout sent to jobsite / c LOADINGMESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining 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 Building Designer and/or Engineer of Record , Chambers Truss Inc. Drawing Name: M11439 SCALE: 1 /4" = 1'-011 82 total trusses16 d , unique eslgns �7 Designer: BLW / Reviewed by: _ �o.2(p Date: 09/11/18 Revised 09/21/18 FOR Wynne DESCRIPTION: MANOR 71 / GAR F s[oN Page 1 of 1 CUSTOMER IN A M11439