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HomeMy WebLinkAboutPLANSO.H. Finish Columns with 5/8" thick cut coral finished stucco bands 12 4 SLOPE COVERED PORCH LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' = 1'-0' L Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" ant laps fastened with corrosion resistant tin caps and with 1.25" ring shank nad spaced 6 o.c. at all taps and two staggered rows 12' o.c. in field. Attac deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1,5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 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 Fir IN M. 4 - RL 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 SLOPE 1,4 COVERED PORCH SCALE: 1/4" - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 go- 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" ei.c, max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end dpeck to trusses using attachment dotal on this sheet laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wade 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through 12 one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized SLOPE 14 nails into truss webbing. 12 4 SLOPE 12" , � O.H. H. ' 3El 11 3 �� 5/8" thick light textured stucco on typical concrete ®®®® block construction ®®®® 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION RIGHT ELEVATION SCALE. 1/4' SCALE: 1/4" - 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 111ndovs do Skylights Opening NO�� Product Model # Manufaoturer Glass Attachment method xp JEST lean Date Design Pressure of Approved Teets 1,2,3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/16" 1/4' din. tapcons w/ min. 1 3/8' penetrate to he spaced per product approval Contractor mail mere to min. edge distances specified in Product approvalratall + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width 16'-0" max height DAB 2' ss Wr"~L "s 3 s : s MU HLC 86W . it a a". 1111005 :'1�4sst i +' 4V °vus... I t11a. `" °ue1 �, w i1 0 3uux. w;�"C°,""�i roll. ,/16' Wnm. WA. r - .a- t. 10-9-21 + 50.0/-60.0 sf P B FLU 16614.1 Fiberglass Smooth Pro Jeld-Wen Elea 1/4' die. to con with min 1.25' embedment at 3" max from carriers andp11.5' oc- max. thereafter in heed and jambs. + 50.0 PSF C FLU 251.5 Sliding Glass g Door Series 110 SGD PGT 1" nom Type 'G5A" I/4" a. tapc qs m/ min. 13/4" penetration to be space per product approval. Contractor shall adhere to min. 2 V2' edge distances specified in Product approval + 40.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method T Oplation Da Design Pressure of Approved Teats Mullions FL# 241.1 1' x 2 3/4' x .315' PGT Install per fastener tgpe ands trigs shown in Table IA and IS in product approval on sheet 5 of e + 58.0 PSF _ Roof FLU 11451.12 SV Crlm P Motel Roofing Gulf Coast Supply and manufacturing 21. o. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" tuoo� screws with self sealing washer at 12 o.c. max spacing over ASTiI D `tgpe 2) 30 lb felt underlayment installed with min. 4 pdg"laps and 6' end laps fgstarted with cgrrowon resistant tin caps and with 1.18 ring shank nails seppa4ed 6 o.c. at all laps and two staggered rows 12' o.c. m held. Attach deck to trusses ueng attachment detal on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6' c.c. screwed to soffit framing using #81 x" 3" wood5scr'wa at e8hnk cruse. Install aoffidtiato battens using with 3/0' . 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 ) 2' x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ----\ II II / 2' x 4" P.T. bottom plate \ 4" concrete slab with flbermesh OR 6'x6' 910/10 WWM on 6 mil Visqueen over clean compacted termite treated rill Interior Non -Bearing Partition Braden t Braden AIA, PA Architects - Planners 111 S.E. Coconut Avenue BTel : (112) 281-8258 Fax : (112) 281-8283 \ E-mall: bradenala8comcast.net Stunrt- FL 3499G UAAC000032 nts Ujgnne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida M 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 Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure oe icient: ±O_18 SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL; O.6DL+O.61�L Components I Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 par Roof Zone: 2. +20.6/-510 psf Roof Zone: 3. +20.6/44.0 oaf Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?_ye8 Are Components an Cladding Dirtai ss Provided? Yea Minimum Sal Bearing Pressure:2.500 pa, Presumptive: X By Test: psi ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --ii- psf FLOOR DEAD LOAD: 10psf JOB ADDRESS: 9 (--o MODEL: GARAGE RIGHT )ate Drawn Revisions 9-9-19 Drawn by: C.C.U. Checked by: D.R.B. 6\_'�' ® = Roof Zone I Walls Zone 4 = Roof Zone Walls Zone 5 END ZONE Corner Zonei ® Roof Zone 3 11 " Sheet Gomm it CODE COMPLIANCE B ST, LUCIE COUgTY6131 OF 5 FLOOR FLAN CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. Living A/C = t. fo I. Contractor t0 verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel Back Porch Total = 210 210 . sq. ft. 2. proceeding with Work. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts Into slab (3/e t 50 ksl steel Garage = g plate) Front Porch Total = 4�� 94 s q• sq. ft. ft" 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. 12h" 12�" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. '°" h" Total Volume = xx,xxx sq ft. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3,a" ° L. Drywall at ceilings shall be leveled and attached to bottom chord r 2�" v Attach buck to block wail with Of trusses with screws per FBC R-102.3.5. ° 1/4' die. Elco conic screws with min. I Id4° 1c max -1. ALL wood in contact with concrete shall be pressure treated. penetration et o.r and 4" max from each corner thru I d t f h d wall Or stud dimensions '�'" Exterior face 2" x L" PT Buck 8. ALL Wall dimensions are nomina an no finis e of wall 9. ALL plumbing fixtures to be low flow. v arias 71:[ 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. ae woad screws iamb Into buck 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2�z" 2Ve d 15 et each no and • o.c. max and Detail at Door prior to hear attachment handicap accessibility requirements. �" �„ 12. Lowest finished floor to be set bg Governing Building Department �" NTS surveyor t0 set In field. INSTALL VULKEM BLOCK SEALANT 13, Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND BK TO BUCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door NISTALLATIONRIOR Water Heater install lwith 3%ILhtap-conlnwith 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max and etehead aiidtalla�r IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall soak to b. l" "," PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation v°1166 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 18. Gyypsum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931 I"x4° P.T. Buck nailed to lock with case hardened node C`i60, C1002, C104�1,C1111, C1118, C1218, C1395, or C1396 and shall be installed Detail at wI ndOW S prior to window attachment according to the following: (FBC R102.3.5) I" x L" PT Buck nailed to Masonry Beam NTS Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing op tions for inatallauon aP drywall Into Spacing Maximum wood framing members Neils Screws 2" x min. thickness Ceding Perpendicular 24' 1" 12" 13ga 1 3/8ollong with 14/64' head 0,098' diameter x 1 1/4' Iong annular -ringed or 5d coder naiOR �2 ,is Either IL" 8" 16" 0.080' dia. xx 1 5/8" long with Direction 15/44" head OR Ggpaum board nail 0.084" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8' Ion g annular -ringed or Ad cooler nail OR Walls Either 16" V. 16" 0.092" dia. xx 1 1/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. block with case hardened nails prior to door attachmen Install SGD thru buck Into <: block with 3/16" tap -con with `•`" ": 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 0 0 Use 3/I6" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at ail] per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, " Masonry Wall71 A108.1, A118.1, A118.3, A136.1 and A1311 - or lass mat sum backers in accordance with ASTM 20. Cement, fiber -cement g g p ;.: ....... y {;Gij:: ills^'�'.rt''ts;: "'�'�::, •,:..:. :.. ,: ''',•.,,`:-.: C1288, C1325, OR C11"18 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the Wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into facings such as retarders or vapor permeable members installed block with 3/16" tap -con with 21. Insulation including p g p Door D e t a i l I I/2" penetration at L" o.c. max. Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g from eac S l l d l nh corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approvaIjamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced A" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) sup opting Max. 18101be. uplift Aluminum Drip -� Edge t Fascia 2" x L" Sub -Fascia Kagcan Pull o vent vinyl soffit installaa using 1/8' dia shank x 1.6" long gals. rooting nails with 3/e' dia. head per product approval -see chart sheet ill 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled call Grade 12 4 111 I I I I=1T=i�fJ`�l =I111;,1111,T111 II T`r ICAL SEC PRE-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 (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 95 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 PI -foil insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Type "Moo only proportioned per FBC R607.1 and Mortar Jonts shell comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #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 fibermeah OR 611x6" #10/10 WWM on L and Visqueen over clean compacted termite treated fill �=1111 1111,1111- illllllllll 1�; 14" x 14" Concrete footing with (2) #5 bars cost. and #5 TI O transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Wood Base Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-S%'x V-3 %:' 54%s"x 63W, single Hung ZONE 4 2• 6'-2V'x V-3 Veto 15' x 63 Vito Single Hung ZONE 4 2'-2" x 3'-2h" 21h"x 38%" Single Hung ZONE 4 x V-3 %s" 38' x 63'/4' Single Hung ZONE 4 S. 4'-5ks"x 4'-2 %a" 54k'x 54 V' Single Hung ZONE 4 A. 2'-2' x 2'-2" 25" x 24 Veto Pxxed 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 I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X T-O" 108" x Sell Overhead Garage Door ZONE 4 B 3'-0' X L'-8" 41" x 83 %" Fiber lass Panel - Inewin ZONE 4 C 5'-0" X 6'-8" 14" x 81 Veto F °' �.°s; " Sliding Glass Door ZONE 4 D 2'-O' X 4'-8' solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81'2" E V-0 X L'-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 L'-8" x 134' Solid Core Wood, Steel, or Masomte Door H 2'-a" X 6'-e" Solid Core - Wood - L-Panel J 2'-6" X L'-e" Solid 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 91 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Braden at Braden AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AACOO0032 Opt. PATIO SLAB 21'-0" 14'-0° 12" 12„ 9L" ,I 9'-L" -O„ '-t� j III ° " p p /// EGRESS 12' x 12" Concrete column 21'-0" 8 12 -8 block i r wit concrete an (2) #1 bars vert. tied Into G lintels above COVERED o PORCH 4'-� c o MASTER oa 01 1 1 1 101ao 0 00 - 5) BEDROOM /11k8'-O" A.F.F. Flat Calling I if I Vani to be 3YS" high I ® g O i L'-4" GR AT CLOSET Mrr r�\�J{Jw�E Rr =T in I - N 8'-0" to '-8" A.F.F. l " C. Vaulted Ceiling I I I- - - - BLINETINEN C I ® ro 5 Rod t Shelf I r---I I a- I CLOSET I I un I All n cabinet r with 9 h outside 6'-0 f ref. wall f © - ° BAk.pp - - - E in O r 1 I DWI in 18,E - LINEN O `r I CABINET s 1 48"o Vanity E b 0 ` KITCHEN vanity to be JUNIOR Q O 8'-O" A.F.F. I 34y5" high MASTER `^ Flat Ceding I BEDROOM I Upper cabinets to extend over REF rim,-O" A F F_ f REF. I - Flat Ceiling O 4to L 3L - - - - - OPENING I 5'-O' Q cro 5 shelvesof 1 �- O 'n Vanity to be G C OWDE 34.5" high O ProvoR-II Batts Auto W.H. 1W CDO loser on Door U1 r 22' x 54' 1 4"4 steel Ballard 0 ci _ , Attic Access See detailon laar wall 3 i with light I sheet #2 W I L' 4 Q.,Cspace for L - - - - - J H door 5'-2" I 33"w knell I N 50 Amp 1 W s ce b © p Panel Lo H.B. o I �° ooK �, GARAGE o R-II Batts tJh8'-4" A.F.F. `Y x V Flat Carling O l ix l O MT I I I LNNDRY o I lock walla Garage I to be :truck ck block I I �TEM £RED In line with door to laundry a- COVERED PORCH o 1 I 12'-8" 22'-4" WJ nne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions 9-9-19 GARAGE Drawn by: RIGHT IMPACT C.C.U. Checked by: D.R.B. G1 0 Sheet Comm # 2. 13®CC OF 5 ZD I f\ 1.1 L. I 1.1 1\ f� L. I X / I >_ .7 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. 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. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION PLAN a. 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 #1 EXPOSURE =$,C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 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 1600 PSI 15. 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 upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6 -0" 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) 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-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/ 30" overlap — at each filled call 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil visqueen over clean compacted termite treated fill Grade -I1 I= I I IIII= 14% x 14"d concrete monolithic " footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 xb"#10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cons. Step per foundation pan 101 (2) 45 bars cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verifg house slab height in field Top of tooter I6" below finished floor NI I III- 300x30"xl6" concrete IIII I = column footing with (4) =1 I = I #5 bars each way 3 " 30. COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE col— W ORCH SL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ v1, ME SCALE: 1/4" = 1'-0" FOOTING,, SCHEDULE Mark Sme Description FI 14"W x 14"D MONOLITHIC FOOTING WiTH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x i6" D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"w x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS i14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB s 0'-0" 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill EDGE DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with hbarmesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill o'-O" e F.F. p. I' 11 III ilil— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CURB DETAIL SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One "' 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NITS x 6" 3/8"ilia. PT wood secured x 6" anchor bolt with at 18" o.c. Braden It Braden AIA, PA overhead door track secured to wood jamb per manufacturer's product approval Architects —Planners Garage Door Jamb Detail 411 S.E. Coconut Avenue BE Tel : (112) 287-8258 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax (112) 281-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT -mail: bradenaia®comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Wong- Building Corp. THE MANOR 11 Spanish Lakes St. Lucie Countg Florida H.B. 4- NO 4 INCLUDS%Jl (1N T14TQ5D=MTT 2r-O" 12" q'-6^ 12"a q'-6^ 1:T "—J---� — — �—�SO "—J —Q— ilil itii DO BW z I FI FI I 12" x 12" Concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above W I I (L o 0 Rear Porch Slab to O L 1 1lli J be poured aepSlat3 I 4 0)from House Slab. r I 21'-0" 7 I O I I Thicken footing to ©Q Q c Q 0 O „ I to 24"w x 14"d x 24"L under filled cell under girder bearing- O r FI — — — — — — — — — — — — — — J Rear Patio/Slab to be flush bottom FI with of sliding door recess. Slope I" -i -i -i of I ®I I o o I FI I I 1 ),C© E� I I I FI I Io 4" concrete slab with fibermesh OR - 611x6" 410/10 WWM on 6 mil Visqueen over F= _a clean compacted termite treated fill _i 'I I° o4 �o �I I I I i DWI �� I I © I FI I to O FI I �- 0 0 I F- I I �- I Qo I� ®10 I (zj 2 I In nWH I I l 4"a Steel Ballad See detail on -4" sheet #2 I O+ I I 15 2 �I Panel' Im olFl I 4" concrete slab with fibermesh OR `v I 6"xV #10/10 WWM on 6 mil Visqueen over p clean compacted termite FI I p 21'-0" treated fill N n r o -N ool of ai FI I ° '� 0 I K 1 N W I Lu o f O I;- IQto I Fl I I 12'-e" QL — — — — — — — — — — — — — — — — — - -- p p pRecess for p (710 p \12" x 12" Concrete column garage Door block filled with concrete and (2) #1 bars vert. tied into lintels above 12" 12'-8" IH.B. MODEL: Date Drawn : Revisions Sheet 9-9_19 Comm # GARAGE Drawn by: REVIEWED RIGHT C.C.U. CODE COlN.4Pi"iAi%i`t:;_. IMPACT Checked hi y ST, LlJC1E° D.R.B. lq:'�Ce OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t ea e plans for zone 3 Kali Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 it 6" Sid ring shank -76 par Zone 3 411 8d ring shank 84 psf ** Zone 3a is 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for r of stated in permit info box on these plans llor zone V Verify with Plan \i Column to Lintel Provide #5 bare with min. fB bar diameter& overlap into beam. Tie filled call steel into continuous beam block cleat. Provide Cast -Crete SUS-OB/OT precast lintel act in mortar-. Min. 8" Bearing 12"x 12" ilumn Block OO Provide #6 her set in pre -cast I C[into] into beam where length of the opening calls for it. — Overhangs at 1 '—OII Unless otherwise noted — Roof pitch at +12 unless otherwise noted or a. fF J: r"T r ••IsiRs...i� � 'i Provide PT Buck (:- .a attached per jamb (; details into filled allJ. " 4' Pre -cast Sill J 14 — Truss shop drawings to be provided by manuf — Any changes to this plan shall be submitted architect for approval In writing prior to sta — ALL TRUSS TO TRUSS CONNECTIONS TRUSS MANUFACTURER — Architect to review Truss Shop Drawings P to construction for layout and uplift verlf scat Poured Filled Cell — Contractor to provide for Form Board Sury Form Board Survey to Truss Company prior Provide #5 bare with mire. 48 bar Miameters overlap in filled call. Tie illed call steel into continuous / rooter steel. Concrete Footing �- •'= J -. - " (see rooter schedule for exact axes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to wort. leg or truss with IOd x IS nals at 4' oac. v Install Simpson MGT into wall uan ry 5/8" die. threaded rod set min. 19' \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL i. vveriap AT GIRDER STRAPPING,, AT CENTER BEARING POINT Attachment NTS Reber E A I I j�/j SCHEDULE 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D tugh o paper backed wire lath nailed to substrate through one layer of ASTM D TTgpe 2 felt paper using 8d marls. Substrate to be 19/32' CDX Plywood nailed at V o.c. infield and edges with IOd ring shank nails into studs. Mark Size and Description BI Two rows of beam continuous in each #5 90a bend bar block filled row. Hook with a 10" with concrete and 1 #5 bar Vert. bar over top bar with min. lap at top bar, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plowood deck using #9 x 1.5" wood screws with sell sealing washer at 12' o.c. max spacing over ASTM D (topic 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 a aced L o.c. at all laps and two staggored rows 12 o.c. in field. Attach deck to trusses using attachment data, on this sheet Addtional Precast Lin of #5 bara Lintel Bar Clear A„ a It„ B CLEAR Length Length Span Bars Bars -10" 2'-8" I'-6" 2,tt3 none 1 , r 3'-4" 2'-2" 2,#3 none BPB-OB/It 8F8-IB/IT BF8-IB/2T dditional 4'-0" 3'-10" 2'-8" 2,#3 1 none i-5 ".. #5 hers • ,. CLaAI ;:;•, ,,,:::� .<: ' 4'-V 4'-4" 3'-2" 2,#3 none ;�•' no Row of 'H" ^•,';i:;Yi Block Above 5`-4" 5'-2" 4'-0" 2,#3 none 5'-10" 5'1.-8" 4'-L" 2,tt4 none Precast Lintel Additional ::;; i L'-L" 4'-4" 5'-4" 2,94 none 85 bars r•____� -0" 6'-2" 2,#5 none BPIL-�/IT BPIL-19/2T 8'-4" 1'-10" 1'-0" 2,1:5 none NOTES: ALL reinforcing steel is grade 40, I. min. coverage of steel-1.5" 2. min. hearing required a on. and -a' 3. standard for reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) \ LINTEL SCHEDULE Mark Wn�jola or am Width Lintel Size Cast -Crete ecification owe at • AbBvak Ratan Steal Sins Top Stsrel same Max �+�dsty IPLF) Max. Liod Uplift (PLP) Max Lateral (PLF) L22 2'-2' 3'-L' BFB-OBAT 1 45 3044 1561 1024 L31 2'-L" 2'-8' 3'-1" 4'-0' 8F8-OB/IT I 85 26L1 1363 163 L45 4'-5" 1 5'-10' 8F111-OBAT I sib 1105 1 lod! 339 L50 5'-0" L'-L' 8FB-013IT 1 #6 123E 839 121 L40 C-8' T-6' 8P8-OBAT 1 #6 1011 121 534 LBO W-O• T-4' 8FB-15/2T I a5 2 #5 152 591 512 L90 9'-0' 10'-6" BF81-83/2T 1 #6 2 a5 443 530 1 401 L905 9'-O" 10'-L' BFIL-IS/2T ONE 1 #5 2 #5 1633 1183 1 4OI WOO 10'-O" 11'-4" eFe-I5/2T 1 85 2 #6 582 444 1 462 WOOD 10'-0" ll'-4" SPIL-I5/2T ONE 1 #6 1 2 1 #5 13LL 1028 152 L120 12'-0" 13'-4' BPS-1B/2T I a6 2 #5 411 428 324 L1208 12'-O• 13'-4" BPIL-I8/2T ONE I a6 2 #5 1015 110 324 LI40 14'-0' 15'-4' BFIL-I19/2T ONE I a5 2 #5 1260 L09 259 LI60 IL' -ON IT-4" 8P8-IB/27 I 85 2 #6 300 192 1114 1_I6015 16'-0" IT-4' 1 BPIL-IB/2T I ONE 1 86 2 #6 1 1160 1 500 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd " �ils at each web \ Brace Gable and with 2' x 4' SYP #2 8rt back nailed to bottoa of top chords using (2) K nails at each truss I2 Simpson HETA 20 or equal 4 12 PRE-ENGINEERED with (10) IOd x 1 1/2'naitruss ° 24"o.c. TYF ( 24" o.c.) supportmg Max. ( shop drawings bg mi 18101bs. uplift Aluminum Drip _---�"-{' R-30 blown fiberglass Edge t Fascia I/2" thra stucco on 3/8' hi -rib lath in bottom chord of trusses 12" attached to horizantal and vertical wood framing with nails or staples to provide /2" drywall with smooth Finish 2" x 6" Sub-Fasei no ton than 1-3/4' penetration Into woodframing �t ndm3/40 anetratan Two rows of beam block filled with eonerat vertical m and (l) #5 bar Cont. in each row_ Substit Keycai full o vent vrcwl soffit metalled precast lintel filled with concrete and (I) 1 bar coot. for bottom row over openings I Va" dra shank x 15" long gale. roofing nails with 3/8' ilia. head par product approval - see chart cheat #1 5/8' thick light textured " " 1/2 drgwall over I x furringg strips at 16' O.C. with R4.1 Pi -foil 12' x 12' concrete column stucco on topical concrete block construction Insulation on topical 8" Block walla gp block filled with concrete Varies -see All druwall to be installed per FBC R- end (2) #1 bara vert. tied plan i and shall meet all pertaining ASTM cod into hotels above #5 bar Vert. w/ m Mortar to be Tope 'M" only proportions thicken edge to 8"x8' 30" overlap and Mortar joints shall comp g with FBC Provide Our-O-Rock at all wet areas with concrete and at each filled cell one #5 bar continuws BEYOND FIII cell with concrete and Rear Patio/Slab to (l) #5 bar vert. (topical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted Top of footer Base oat tion lan notes for IL" below finished4rlooi spacing openings Step per foundation plan 4' concrete slab with frhermesh OR VxV #10/10 WWM on 6 mil Visqueen oval Slope per foundation plan 'r clean compacted termite treated fill YJ _— 11=1 ' '.;•�..:. -1III�IIIII1Ii�—. " FI -ill„ ,,IIII=--IIII—iI--IIII_IIII=T -1-yplcal Sec I ion at Front Porch 3 Scale : 1/2" = 1'-0" hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 1 S. uplift '1-2-19 PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load SR Poles 1 20 1.2 kw a12 Refrigerator I Ran s a6 12.0 kw 50 2 1 20 1.2 kw a12 Clothes washer 3 1 20 1.5 kw a12 Kitchen S.A.C. 5 6 Driler 910 5.0 kw 30 2 1 20 1.5 kw a12 Kitchen S.A.C. 1 s 1 20 a12 Bathroom Recepts 9 10 Air Cond sor a10 5.0 kw 30 2 - I 20 1.2 kw 912 Dishwasher II 17 1 20 1.2 kw #12 Microwave 13 14 Air Handl r $10 5.0 Ike 30 1 2 1 15 - 914 General Lighting IS i6 1 15 - a14 General Lighting 11 18 WH 910 5.0 kw 25 2 1 15 - $14 General Lighting 19 20 1 15 - a14 General Lighting 21 22 GDo $12 0.81 KW 20 1 1 Is a14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) .General..Lightinq..(3, watts sq:.ft.) ..... .Range . , ........ Refrigerator. .................................................. Microwave Dish, Wpsher ................................................. Cloth9e..Washer............................................... Clothes.,Dr,yer,,,,,,,, Water Heater Garage. Pool. opener ................. .,.,,,,,,,.... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1200 1 1500 1500 I 1200 1200 1 1200 1200 1 5,000 5,000 I 4500 4500 1 810 810 Total Watts 35,615 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,415 e40% 1 O 10,244 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol L� end $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan wioe Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light aterprt group fault circuit mtamup® n Light with Pull Chain (attic) Floor Duplex Outlet © Computer Connection Jack Fc-ti-I Carbon Monoxide Detector Flood Light TO Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector %1�9 Ceiling fan ® Television Jack Telephone Jack nc6isc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sFxR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O e_ THERMOSTAT LOCATION B/A = BALANCED AIR 7-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL BER Cable (3) 41 THHN Copper With #1 Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit ISOAMR 40 conduit sleeve I5o MCB into attic MC8 PANEL 9AH PANEL AHU 200a rated 200a rated meter can n meter can n Intersystem bonding 2" PVC ( FPL)- Termination point schedule 80 2" rigid service FPL 8' 5O"petsaiverimed rods ELECTRICAL RISER Interagstem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" noid service FPL GEC 5ar(1)A8' fO"'&alUvenzied ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS ' - Contractor shall torque lugs I.A.W. manufacturers recommendations which - Contractor shall manufacturers recommendations torque lugs I.A.W. which 1 shall be verified prior to construction shall be verified prior to construction / - Verif AIC/KIC Rating prior to ordering equipment - Verdu AIC/KIC Rating prior to ordering equipment y ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke I Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be metalled per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must complyy w/ FBC RMI402 9. A/C Refr1ggr�qr �t lines that are run thru slabs must be sleeved in F V C 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed stkstem shall be rully operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress or construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the COVERED PORCH I 1 I I I GREIAT 221 CFM ROOM IOXIOx8 1 II o- o - - - DWI I I KITCHEN d JO I14 CFM IOXIOXI I I�1 L - - - - - Q O SofPrt 3 4x4 Tent [hru OW ER I NOOK is CFM 8x4x4 I � Iw Q 40 FM 8x4x4 LAUNDRY 1J O 9 CFM 8 x4 x4 COVERED PORCH M i 20x2O - -B7rA- r I ��I I/ I 121 CFM IOXIOX4 MASTER BEDROOM 121 CFM IOXIOX4 12x12 12x12 B/A B/A �s V� - --- 10, 221 CFM - - - - -' loxioxe I I 9 CFM 14" x4x4 LOSET 31 CFM 8x4x4 CLOSET CFM 1 e� M 93 oXoxi JUNIOR J MASTER BEDROOM c Vent thru -- soffit SEE MANUAL 22" x 54" W / 4"0 Steel Ballard ® J" and Energy Attic Access I > / See detailon Calculation with light I1 (3q� S 1 sheet tt2 for Unit info L------!�"- k� - a ------- lR ' �J 150 Amp 2 CAR Panel GARAGE r------------------------------- 1 I I I 1 I I I I I I I I I I I I I i 1 I I I I I I I I I I I I I I I I I I I MECH;4NIC/4L L�4YOUT --' - - O - THERMOSTAT LOCATION S C A L E : 1 / -4 11 = 1` O 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provi& t routn a to `v�entln Calculations FBC 2309.7 the date of acceptance or certificate of occupancy, or one suit the Job conditions. HL�IC year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as calledIth Ie _ b��l�IC Space 2487 Sq. t. charge and shall include replacements or repair of any other phase of installation that may have been damaged. or as selected by others. Ent n� �tl0 0 - 16.58 Sq. ft. required 14. It is not the intent or these plans to show every minor detail 22- All raceways and pipes placed slab shall be spaced a minimum in or of three hough any nc e diameters of the of construction. The contractor shall furnish and install all items for a complete electrical system and provide all largest conduit or pipe From any othe ser"Provide A Continuous Vented Soffit the requirements necessary for the equipment to be placed in 23. All exposed wire below T-I" shall b 1-1. proper working order. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden ,41�t FA comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per e meet all standard requirements of the local electric utility FBC RM1502 Architects - Planners and telephone company. 417 S.E. Coconut Avenue 18. The electrical system shall be completely and effectivelg Tel : (712) 281-8258 grounded as required by the latest edition of the N.E.C. Fax : (112) 281-8283 19. All material shall be new and shall bear underwriters' E-mail: bradenaias'comcast.net labels where applicable. Stuart. FL 3499L UAAC000032 ON THIS PERMIT Opt. PATIO SLAB \ \ \ WP GFCI COVER D I E�= PORC 0 / MASTER BEDROOM I s Sacks / Carban /'EMO O monowde DDatocta, Combo GR�AT ROOM li I` CI OSET I I CLOSET I I I I I \\ JUNIOR \KASTER I \ JKITCHEN \ GFGF XIL GFCI 50 AN M \ \ GFCI 1 _ _ \ O I \\ �� O FACF 50M � / 42"h GFCI S PISW.H. / rI 2 x 54"-n Steel r® Attic Access See detaljon. Exhaust Duct with fight I sheet tt2 Thru Soffit � 1 \ \ I Pull chain 1 1 I PC light in attic 150 Am I \ \ 2 C A R Panel p T�JNOOK OPTIONAL PANEL GARAGE LOCATION I b" Exhaust Duct Thru Soffit UP GFCI stalpride owlet N under disc. 1 Q not shown for clarity V A#IC 4" Exhaust Duct Thru w = a �� \ CJ. 92"h GFCI �lD- f----------------------------1 Garage Wall , I I I Door I Opener 1 PLUNIDIRY LAUNDRY 1 \ \ I I ■ a tight I \ to earner I 1 I I O Wire For Front Post Light wP GFCl/ \ 1 \ COVERED I I PORCH �\ 1 0 \ a J E U - XM 30" ° v ELF.C7RICi4L FL/4N (Y w Ql - > m Post Light with �E Photo cell SCALE: 1/4" = 1`011 WQnne Building Corp. MODEL: Date Drawn : Revisions : Sheet THE MANOR �(1 Drawn by:/+ R E V I E W E D i &; 'a. �+r �� Spanish Lakes Checked by: f °` ��� " St. Lucie County Florida ID. R.B. '3 JeIEr. � '��`�� ­1 - -1 -1 OF 5 Comm 4 =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. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A Spre er Bar 60 degrees or less � V� 2 span , Tag line 11♦�ptl2pcx 213 to Tag line approx. or 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 e e 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 �BRIG 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 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. CORNDER JACKS re 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED. i 1- 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD d w 't undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGwEERING. o z hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. O r o --'- ---. utter 10 days of delivery remedy will be according to Florida statute 558. 'BCSI' undersigned 4. The acknowledges g a knowedges receipt of summary sheet by TPl & WTCA. . '�. 5. Delivery is to job site. It is the buyer's responsibility to make the job i 1 Y Po Y I site suitable for delivery. Chambers Truss has . _ e he sole authority utho to determine ty e the suitability of the job site or a portion of Y 1 P the job site for delivery. Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses R Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is -, -- - - i esponsible to Chambers Truss for towing costs due to site conditions. z 6. Price as shown in paragraph 7 below is subject to change 6 any changes are made in this layout. A $50 per hour ee for revisions may be charged by Chambers Truss. - - - ---- -- — 1'- _ 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 24" O.C. THRU elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss CORNER JACKS easonable allorney's fee for collections in event of payment not timely made. 1-112 % per month service char a will be g ONLY _ - _ 24 1-v1 dded for all sums not paid within terms. _ _1' - 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL I 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees due 1ecipient. ayment when of any and all indebtedness 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 li the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to - -- ------ ---- ------------ erent 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 ANSIlTPI/WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. 3-15/_I 1-00-00 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-l" �4 END DETAIL: VAULT The Architect's or Architect's representatwt; ,,; 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 respe i e location Approved By; I� Date: Braden & Braden A.I.A.P. , 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. 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 ae W0000ashh'. 310 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 list created from this layout _/ft/ ---3 —/ / .5-- / / f This layout sent to jobsite u3 3 I I r ( q I �_ LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 16U,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 ESE Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conecurent 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 1.1 Ids;;+„d,_ �'�' Exposure Category C>Open Terrain v411;h,scattered.ptba,W Miles from Ocean 5 kd.Jir'�'iN�a.d`.$,�8w"'"_i Conforms to Florida Building Code 2017 I Ir"ri �. R.D.L.=Restraining Dead Load C.B.=Continuous Bracing �.++ 4 ,,J ��)?,MIT ct 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 /411 = 1'-011 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ 76Z-)&� Date: 09/11/18 Revised 09/21/18 FOR Wynne a� Oe IF DESCRIPTION: MANOR 71 / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11439