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HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONGulf Coast Supplg and MFG 5v Crimp Metal roofing FL WIL51.12 Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL ItIIL51.12 2L a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood ;crews with self sealing washer at 12" o.c. max spacing over ASTM D 24 ga. 5v crimp metal roofing attached to plgwood -deck using #9 x 1.5" (tgpe 2) 30 lb felt underlagment Installed with min. 4 side laps and Vend wood screws with self sealing washer at 12" o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails (tgpe 2) 30 lb Pelt underiagment installed with min. 4 side laps and V end spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet deck to trusses a tang laps and etwnt staggered thi o beet o.c. in field. Attach CONTRACTOR COPY 12 124 SLOP 4 SLOPE 12„ 12 H. GRES .2 GRES COVERED PORCH ® 5/8" thick light textured stucco on typical concrete block construction jLJL9 — — — — — — — — — — — — — — — — — -- -- -- -- -- -- -- -- --L -- -- -- -- 5/8" thick x 8"w cut 5/8" thick light textured coral finished stucco bands stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - P—O' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REAR ELEVATION Gulf Coast Su I and MFG 5v Crimp Metal roofing FL uIIL51.12 Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL WI651.12 pp g p g " 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" 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 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V end (tgpe 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 laps fastened with corrosion resistant tin caps and with I. 5" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. m field. Attach eye o.c. at all laps and two staggered rows 12' o.c. in Preld. At ch ��p��p� deck to trusses using attachment detal on this sheet deck t trusses using attachment detail on this sheet "N i/8" Thick cut coral stucco over paper oneeklage Ivor lath nailed Pelt using to 8drnailsi Substrate �L to be 19/32" COX Plgwoad nailed at V o.c. IZ in field and edges with IOd ring shank galvarszad SLOPE made into truss webbing. 12 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE '4 SLOPE CONTRACTOR OR RECORD L LI i CONTRACTOR COPY SCALE: 1/4' - 1'-0' ❑ FO.H. finish Columns with H. `..' COVERED , oa PORCH 5/8 thick cut coral Ofinished stucco bands El El 5/8" thick light textured - a stucco on typical concrete L-' bloc construction RIGHT ELEVATION SCALE: 1/4' - 1'-0' CONTRACTOR COPY 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION SCALE; 1/4' - r—O' ST. LUCIE COUNTY BUILDING D ION REVIEWED FOR COMPLIO REVIEWED IY s & I " DATE ' CJ PLANS AND RMIT MUST BE KEPT JOB SITE OR NO INSPECTIONS) WILL VE MADE ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with flbermesh OR L"xb" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non —Searing Partition nts 07 JOB ADDRESS: _C\- sl�ne."s,l'V'. FLOOR FLAN SLAB CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. Living A/C = 1644 sq. ft. 1. Contractor t0 verify ALL notes and dimensions prior to 34" high bg 4" diameter steel crash at. Floor Back Porch Total = 168 sq. ft. proceeding with Work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8' expansion bolts into slab (3/8"t 50 ksi steel plate) Garage = Front Porch Total = 411 92 sq. 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= 2381 sq. ft. 4 NO dissimilar metals to touch. Z" 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 ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "318" o 6. Drywall at ceilings shall be leveled and attached to bottom chord 2 Attach buck to block wall with of trusses with screws per FBC Ri02.3.5. o o 1/4' aks. Elco cone screws Nth min. 1. ALL wood in contact with concrete shall be pressure treated. 1 1/4• penetration at 1c o.r max dx corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �. Exterx+r two z L"mPTPrBucom kach of "mil 9. ALL plumbing fixtures to be low flow. area 10. Contractor to Provide Drain at water heater in accordance II. with the current edition of the Florida Plumbing Code. Contractor to Provide a T-8" wide door at one bathroom for as woad acre.. thru Iamb into buck eC each hinge and 15' o.c. max and handicap accessibility requirements. �„ 2�" 2'/�" Detail at Door to door attachment 12. Lowest finished floor to be set by Governing Building Department 6" NTS surveyor to set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND LL BLOK TO BUCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INISTALLATIONRiOR Water Heater block with 3110 Lapp-hru can math 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 1 1/2" penetration at V o.c. max free each corner and d 2 ' . mqx and tad per product•approval 16. Wall and ceiling finishes shall have a smoke- developed index of not greater than 450 per FBC R302.9.2 Exterior face et�heaad 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Beek to be In x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation V rice materials exposed on the underside of the roof deck or on the attic walls shall comply 71C96ypp0, with F.B.C. R316 - see permit info box of code edition 18. Gsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1394 and shall be installed I"x4' P.T. Buck nailed to with easy hardened Walla C1002, C1041,C11�1, C1118, C12�8, or Or to Windom attachment prior Detail at Windows pr according to the following. (FBC R102.3.5) I" x V PT Buck nailed to Masonry Beam NTS Drywall Thickness Location Orientation IF Member Max. spacing of fasteners of Nall sizing options for installation of drywall into spacing Mewmum frameg members hails Serewa 2" x min. thickness Ceding Perpendicular 24" l" 12" 13ga 1 3/e" long with 19/64" head OR 0.098' diameter x 1 1/4" long annular -ringed or 5d coder nail �2 OR Wells Either IV an IL" 0.080" dia. x 1 5/8" long with Direction 15/L4" heed OR Ggpsum board nail 0.084" die. x 1 5/8 with 9/32 head. Ceiling Perpendicular 24" In 12" 13ga 1 9/8" long with 19/L4' head OR 0.098' diameter x 1 3/8" long annular -ringed or Ld cooler naiOR 8 Walls Either IL" e" IL" 0.092" dia. xx 1 1/8" long with 1/4' head Direction OR Ggpsum board nail 0.0915" din. x I 1/8" with 19/44" head. block with case hardened nails prior to door attachme Install SGD thru buck into block with 3/I6" tap -con with I I/2" penetration at L" o.c. max. from each corner and 20. o.c. max thereafter at head per product approval Q O Use 3/16" tap -con With 11/2' penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill 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, n Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 TM �2" rs In accordance with A5 20. Cement fiber cement or lass mat psum backs :,:;., C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Trac Tgpical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. insulation including facings such as retarders or vapor permeable members installed block with penet/16'ration tap -con with p p S I I d 1 n Door D e l r� i I I I/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g from each 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 approval Jamb 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. it Coast Supply and MFG 5v Crimp Metal rooting FL #11451.12 22t ga. 5v crimp metal rooting 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 Pelt underlayment installed with min. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all lap,- and two stagggered rows 12" o.c. in field. Attach deck to uussea using attachment dat a! on this sheet Simpson HETA 20 or equal Wrc'iii,rC`rii�o/�aile ( 24" o.c.) suppporting Max 18101ba. upld't 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip '�� \R-30 blown fib*;? iber lass Edge E Fascia in bottom chord old trusses 1/2' drywall Nth smooth finish 2• x 0 Sub -Fascia Two rows of beam block filled with concrete and lD #5 bar cunt. in each row. Substrtute Kngean tun o used vinyl soffit installed precast lintel filled with concrete and (1) #5 tieng 1/0" de shank x I.5" long gels. bar cont. for bottom row over openings roaring nets with 3/0" din. Mad per " " product approval - see dart seat u1 I/2 drgwall over I x furring strips at 14" O.C. with R4.1 ?`,-foil insulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 g T and shall meet all pertaining ASTM codes stucco on typical concrete bu Mortar to be Type "M" onlg proportioned per FBC RLOI.I block construction and Mort r Jonts shall comply with FBC RLOl.2.1. Provide ur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell (U #5 bar vert. (typical). ex sppacing shall not exceed Wood 48" unleu otherwise noted Base age foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR L"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Grade III (III ��I IIII) - 14" x 14" Concrete rooting 14' with (2) #5 bars cost. and #5 I+_ P I C A L S E C 7 I O transverse bars at 48" o.c. Y Scale : 1/2" = 1'-0" Window Schedule Mark Size Rou h O en. Window Descrl tlon PRESSURE ZONE I. 4'-6318'x 6'-3 : 64i""x 63%' Single Hung ZONE 4 2. L'-27""x 5'-3 %"" '15' x 63 %4" Single Hung ZONE 4 X-2' x 3'-2'h" 21h"x 38%" Singls Hung ZONE 4 3'-1' X S'-3 %"" 38' x L3'/4' Sinyla Hung ZONE 4 S. 4'-6% 4'-2 %"" 64Vxf 54 )." Single Hung ZONE 4 L. 2'-2' x 2'-2' Varfi Food Calm - 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 openinngg dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule MarkI Size Roucih Obeninci Door Description PRESSURE ZONE A 111-01 X 71-0' 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X '-8' 41"%' x Pibar lass Pond - lnsung ZONE 4 C L'-O' X L'-8' 94' x %1" °°' Sbdstg GIeM Doer ZONE 4 D 2'-O" X V-8" Solid Care - Weed - L-Panel-St-Pald Polished 24" x 81 h" 6 2'-1.' X C-8" Solid Cave - Wood - L-Panel Ft3'-on X f. Surface mos Aid S.C. - Wood L panel over 32' drgmdl operem G '-8` x V-8` x 1 Salld Care Wood, steel, or Maaoiute Dar H 2'-8' X C-8' Sabd Care - Wood - L-Pans! J 2'-L" X C-8" 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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction H.B. O O EGRESS MASTER BEDROOM 6 V-O" A.F.F. AL ;ia Flat Ceding Vanity to be �34.5" high Y 3'-0" _ r all ra Rod t Shelf CLOSET 1 ein - JUNIOR MASTER Ln BEDROOM Flat Ceding Batts Steel Ballard detail on sheet Opt. PP�.I v 21'-0" 12" 21'-0" 12. °i(2) COVERED PORCH I 201-e" GREAT ROOM vert. tied into lintels above 0 8'-0" to 9' 8" A.F.F.OL Vaulted Ceding N I I I I Align cabinet with outside I of rot. wall I D 0 o I I CA sir on uoor-_ 64' iAttm Aew. 2 CARyvai Alternat pPanel iel GARAGE Location N R-II Flat Ceding ------------------------------ I I Block Walls in Garage I I I I I I I I I I to be struck block I I I I I I 1 21'-0" j KITCHEN o k styto be e'-O" A.F.F 5" high Flat Ceiling Upper cabinets to extend over REF pr. M"� - - - J N , &!Iw Cx I L G.l O R FC�Il104) in NOOK u�l 5'-a" _ a I MT G)II12) Ln« \evp W AUNDRm 5'-0" iv Q o ling with door 6 to laundry a„ COVERED PORCH ® I6'-0" 3'-8" I II' -a" 22'-4" 333ttt 12'-8" _� 35'-O" Q w e W IL W H -tit I CONTRACTOR COPY s io m Ln O N in I Braden It Braden AIA, PA Wunne Building Corp. MODEL: Date wn : Revisions : Sheet cane Architects - Planners 411 S.E. Coconut Avenue T l" l E MANO GARAGE LEFT IOr Drawn by, �'} _ 18 Tel : (112) 281-8258 IMPACT C.C.U. y� Fax : (112) 281-8283OB Spanish Lakes Checked by: E-mail: bradenaiaecomcast.net Lucre County Florida OF 5 FL S4994 #AAC000032 Stuart -St. .7 I N 1.1 LI I L.1 r`;�, /mac L_ I X L/ I Q .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/ 4 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/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON L 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS liF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE =licit 10. ALL REINFORCING STEEL SHALL BE GRADE 40. MEETING ASTM A-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. ll. 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 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. I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceedin with construction 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2800 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 1*9 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 8'—II" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" 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 2411 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-38 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. 45 bar vert. w/ 30" overlap — at each filled cell w f1TYPICAL 4" concrete slab with fibermesh OR PxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 14" q )TING DETAIL x 14lid concrete monolithic ig with (2) #5 bars cent. 4" concrete slab with fibermesh OR 4 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per foundation plan G Y. 10" 12" 1/ DETAIL AT GARAGE 12' x 12' concrete cahmmn block filled with concrete and (2) #1 bars vert. tied into lintals above Top of tooter It. below finished floor (2) #5 bars cunt. bottom steel " = I'-O" Verifg house slab height in field ,7i - Ili i 30"x30"xl6" concrete III column footing with (4) -� #5 bars each way 30" :)LUMN FOOTING DETAIL scALP 1/1" = r-r)" FOOTING SCHEDULE Mark save DOMotm I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous VxV #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill � h I� u � II llilllllllll,; 8" PORCH SLAB EDGE DETAIL SCALE 1/2" = It 45 bar vert. s/ 30' overlap at each Pilled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 4" concrete slab with fibermesh OR A'XV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I" e F F 14"w x 14'd concrete monolithic footina with (2) 45 bars cont. 2" x 0 PT wood secured with \ 3/8"dia. x Lit anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-i- 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, backfilling and compaction is complete. if sal 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 she 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 1 Sinale 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 it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1-12) 281-8283 E-mail: bradenaia®comcast.met H.B. 35' 14'-O" 12" 2r-O" 12x 12' Concrete column 1 FI © block filled with concrete andl (2) #1 bars vert. tied into I I I LO lintels above Iwill 24" 1 J Rear Perch Slab to I r J be poured separatelil 191 from House Slab. I� I alai 1 o43 ao-- ©-- ©---© —,o a _ I FI 72� Rear Patio/Slab to FI Thicken to in to be flush with bottom of 24"w x 14"d xg24"L sliding door recess. I I 1 under filled cell °p I 1 under girder bearing. I i II i I I I` I I ` II i I 1 I 1 I 1 FI I I I i I I 0 1° I I 1 1 FI to concrete slab with fibermesh OR I o ClxC' #10/10 WWM on 4 mil Visqueen over I clean compacted termite treated fill I I I 63 I I I I lr---• I I I o I DWI I /� _1011 1 1�°J_ oa 4'-0" I oD I ©1 A IC(:7) LA 1 — ----------- 2 II I I ®"o Steel Ballard ( I es detail an (] iQ this sheet I I I I 1 Optional 1 1® O O Amp Alternative 1 Panel I FI Location 1 1 1 4" concrete slab with fibermesh OR 1 0 Oxt," #10/10 WWM on L mil Visqueen over I I 1 IN clean compacted termite treated fill I I FI i IO 1 0 a) to oo� 1 I o ,� o f Fi W r = o o I 1 5'-pit ®L — — �-T-7 —; 1 W 2- �0 Q I m I 1 \ o f N I IlL o �1 1 l l a I 21'-0" o�------------------Jo 0 O- Recess for pp Op — ------ ' Garage oor W -O" 3' - 8" I' 22'-4" Wunne Building Corp. _THE MANOR S anish Lakes St. Lucie Countg Florida r---- FI —� 35'-0" MODEL: Date Drawn Revislons 5-11-18 GARAGE Drawn fawn bg: LEFT IMPACT C.C.U. Checked by: D.R.B. I Ln TEP-Kl- 1 C9a6 -©d2m (!� CONTRACTOR COPY Sheet Comm # 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 Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressu re Zone I 6" 6" Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" 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 Provide #S bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. � Provide #5 bar set in pre -cast O L /4 N Scale : 1/2" = 1'-0" Intel Into beam where length of the opening calls for it. — O h 1— Q I t h t d t h h e s t Provide Cast-Crete__��-+ "'� 1� — 8U8-OB/OT precast `- - -- --- lintel set in mortar _ —, p ,T — Min. 8" Bearing -- --- --- -- Verify with Plan Concrete 12"x 12° / Lintel —, Column Block Rebar Rebar 48 Bar Dia. Min. overlap Column to Lintel 4ttachm&nt NTS 'ide PT Buck :had per jamb a into filled c, 4" Pre -cast Sill \ ver angs at un ess - Roof pitch at 4:12 unless o erwlse no e On Is s otherwise noted on this shut - Truss shop drawings to be provided by manufacturer _`- - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior Poured Felled Cell to construction for layout and uplift verlfleatlon - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie Filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blockinsg to vert. lag of trues with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" \ into wet beam and (22) Iod nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. 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 sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 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 \ Additional Precast Lintel #5 bars "'.>' :,.:,..,`;:.iCLEAR "� Lintel Length Bar Length Clear Span u u A Bars it B Bars 1 1 1 .✓+F 1 11 2,43 none i i 1 i i 3'-4" 2'-2" 2.#3 none 8F8-OB/IT 8F8-EAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 bars �. 4' -4" 3'-2" 2,#3 none One Row of "H" Block Above ':': r:. 5'-4" 5'-2" 4'-0" 2 #3 none 1 ;f 5'-10" 5'-8" 4'-6" 2,#4 none Precast Lintel 1 1 Additional 1 6'-L" 6'-4" 5'-4" 2,94 none #5 bars 1 1 `----y `----" 6'-2" 2.45 none 8FI6-IBAT SPIL-IB/2T $-4" �'-0° �'-0" 2,45 none NOTES: ALL reinforcing steel IS grade 60. I, min. coverage of steel=1.5" 2. min, bearing required a ea. end-8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel size Top Steel Sae Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-4" SFe-OBAT I #5 3069 1569 1024 L31 2'-6" 2'-S" 3'-1" 4'-0" 8F8-OB/IT 1 #5 2561 13L3 143 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 L50 5'-O" L'-4" BPS-OBAT 1 #5 1238 835 121 L40 6'-8" �'-6" 8F8-OB/IT 1 #5 1011 "121 534 L80 8'-0" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-6" 8Fe-IB/2T 1 45 2 #5 443 530 401 L90B 9'-0" 10'-6" 8FI6-IB/2T ONE 1 #5 2 #5 1533 lies 401 LI00 10'-0" ll'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" ll'-4" SFI4-IB/2T ONE 1 #5 2 #5 1341 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 #5 4�1 42a 324 L120B 12'-O" 13'-4" 8PIL-IB/2T ONE 1 #5 2 #5 1015 ii0 324 LI40 14'-0" 15'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1250 609 259 L160 IL'-O" I'-4" SF8-IB/2T 1 #5 2 #5 300 192 194 LI60B IL'-o" I�'-4" 8FI6-IB/2T ONE I 45 2 #5 950 Soo 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, 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) od x 1 1/2" nails ( 24" o.c.) supporting Max. ISIOIba. a lift Aluminum Drip Edge I Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d its at each web Aluminum Drip ----- Edge / t Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 2" framing with nails or staples to provide 2° x 6° Sub -Easel no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration RL into vertical wood Framing members Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale, rooting nails with 3/8" dia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of Tooter 1L" below finished floor 4 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar vert, w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of siding door recess. IE Wood Base Step per Foundation plan Slope per per foundation foundation plan plan TI IIII-IIII II F IIII i�-111111—i 11111111 i l I I I I I I I;. :, �, �, Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss — PRE-ENGINEERED WOOD TRUSSES 8 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) 45 bar Cont. for bottom row over openings 1/2" drgwall over 1" x furring strips at IC o.c. with R , fi-foll insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (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 CxC #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 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 epoxy with inin IL _ - I.P. HETA 20 /_ (22) IOd nails Into truss. Add blocking to lviv iuo, u ni 6 ------------- truss eQ Der aecail on u is sncci. N 1 6 0 I IOOB IOOB BI o `r ,� � L-loB •: 0 BI BI t? 0 N L6 I BI I B B I L45 '. to lK H X � 4 �N LT A A VAU71 � � W BI V= OP T u �� � O OD O E E LH N N ` ca W I Q L22 BI Zn Z I L4 to I W C14 BI Q- I W L31 BI Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #114SL12 4 SLOPE 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5.1 BI ype 01D iu relLun er ymen laps fastened with corrosion rests 11`1560ILVO WiLn min. I si a opb and b en ant tin caps and with 1.25" ring shank nails spaced L' o.c. at all laps and twostaggered dipc1c to trusses uqin_q attachment rows 12" o.c. in field. Attach detai on this sheet BI o BI L22 --,' Q 22' Attic 54" 1 Access y/ with light I / _ H O tional 150 Amp I P ern i nel Panel z Lo atlon I I R%A1 BI O 8'-0" MAX 48" 12 L31 BI w l ci O BI N BI l L22 _ BI o BI Lr O i Ql 0 I B1 BI ILOB BI 1_120 N C HETA 20 1 Provide (2) HETA 20 �Impson hurricane anchor at each truss — IIII—IIII-IIII- ( 24" o.c.) supporting Max. IIII IIII IIII_IIII= —IIII i 1810 lbs. uplift III1=1 14 l i- FI Ical Section at Front F'orch Scale - 1/2" = I'-O" straps at this location 4?C- lit (c3n(�' CONTRACTOR COPY Braden It Braden ,AI,A, PA Wgnne Building Corp. MODEL: Date Drawn : Revisions Sheet Comm # Architects - Planners S.E. Coconut Avenue THE M %NOR GARAGE LEFT Drawn by: 18-50 Telel (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes IMPACT C.C.U. Checked by: , B E-mail: bradenain"comcast.net St. Lucie County Florida D.%Z.B. OF 5 Stuart. FL 34994 UAAC000032 Oct. PATIO SLAB PANEL "Ave Pries SR Load Wee Descnpton cirri arcs Description Wire Loail BR Pelee 2 40 1.0 ka 88 A/C comp I 2 AHU 810 if ke 30 2 3 4 2 30 4.5 ke slo 40 gal water HTR 5 i ROW #L 12.0 ks 60 2 1 g I 20 1.8 ks *12 Prop 9 10 #10 5.0 ke 30 2 II 12 1 20 IS ke 02 G 14 Eh&%So air #t2 L2 ke 20 I 1 20 1.5 km 812 Microwave s 16 Refrigerator U12 1.2 ke 20 1 1 20 1.5 ke 812 Kitchen S.A.C. 11 Is Racepts #12 - 20 1 1 20 1.5 ka 812 Kitchen S.A.C. 14 20 Recapts 012 - 20 1 I 120 1 1.2 ke #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 Its #12 Garage Dow Opener 23 24 Renpts 812 ' 20 1 1 1 20 1.4 kw #12 25 1 26 Recepts 111 20 1 I 1 20 02 ke s12 21 28 Recepts #12 20 1 I 15 814 General Lighting 24 30 Recepts 812 20 1 - I is 814 General Lighting 31 32 Racepts 912 20 1 - I IS - 814 General Lighting 33 34 Exterior GFCI #I2 20 I I B 814 1 General Lighting 36 34 Bathroom GFI 812 - 20 I 1 20 812 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 812 Bathroom GPI 34 40 General Lighting 814 -- B 1 a are 4t 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) ,Small, Appliance. Cirgultlt),,,,,,,,,,,,,,,,,,,,,,,,,, ,Range ................... L .... I................................ Refrigerator.................................................. Microwave ........................ Dish ,Washer ................................................... Clothes, .Washer ........ . . .. .. . .. . Clothes.,Dryer....... '........................................ ........ .W..ater...Heatar........ ... ........ .......................... Water Pump ................................................... Garage,Door,Opener ............................. 1135 3 1.209 2 1,500 3000 1 1,200 1,200 1 1.500 1,500 1 1.200 1.200 1 1,200 1,200 1 5.000 5,000 1 4,500 4500 1 1,800 1800 I 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21.415 a40% 1 O 10.411111 Electric Heat or A/C 10.000 065% 1 10,000 10,000 Calculated Load Watts 30.41" Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Smite Few Switch ® Recessed Can Light Double Pole Switch rashain Recessed Pis Push Gotten Switch Erdiaust Fan Duplex Outlet ¢ Coiling Maelted Light Speeml Reuptaele o- Waal Masted Light Waterproof, ground fault 1 nterruipter Light with Pull Chan (attic) Flaw Ddoex Outlet Computer Connection Jack ® Carbon Mariaode Datector 42 Flood Light Thermostat m Electrical Panel ® Central Vac 8 Ehxtrteal Meter ® amok. Detector pp 00 Calmg fan ® Teavimon Jitek ® Telephone Jack A o A/C Disconnect ® I x 4 Flereseent Light ® 2 x 4 Florescent LI ® Speaker Hook -Up O Intercom Vent thro Sofhi--- AiC SEE MANUAL 'J��onnerpll for Unit afo 123 CFM IO)dI MASTER BEDROOM 123 CFM IOx1OxL CLOSET 10•4B A I �1 JUNIOR MASTER BEDROOM 95 CFM 10�dOxi Steel Ballard See detail on this sheet COVERED PORCH 223 IOWOXs 12' 1 I� will T I > IOI nZ1• x 64' \ G. = I Q L___ �1s-=A1 2 CAR Alternaat GARAGE Panel Location ®= JUNCTION BOX TO SUPPORT A FAN A/C tee• Or T = THERMOSTAT LOCATION ------------------------------- 1 I I B/A = Balanced Air so 1 Electric Notes: s Ahminame feed IYC«d•t Mcla EL I. Use copper wire only, no aluminum. 1 1 2. Provide and wire all required smoke detectors. 1 1 3. Contractor to verify location of electrical I I service and provider. I I 4. ALL paddle fans shall be on a rheostat. HU 1 I S. ALL bath and kitchen receptacles to be GFI protected. 2' PVC (FP I 6. ALL exterior outlets to be WP/GFI protected. 1 1 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except I 1 Kitchen, Bathrooms, and Garage. 2' service FPL 8c we t' S em"t-pRZar I 1 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER II ALL A/C E h II l I I 223 CFM IOWOX9 DW 0L= o i l I KITCHEN I 119 CFM IOAOxi I NO I6 CFM IOxixb i 1 )dxs a NDRY w o COVERED PORCH gwpment s a comp y with energy ca cu atlon I f X * I x O, 12. All work shall be performed by a licensed electrical - Contractor shell use AL-CU Landing loge NTS JI�I{ I/�\ I\`li J'/"\'� U contractor, the completed alistem shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all -fees, permits, testing, and in recommendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid O THERMOSTAT LOCATION interference with the progress of construction. 19. The electrical system shall be completely and effective 15. All required insurance shall be provided for protection grounded as required by N. the latest edition of the E. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 1 i. IL is not. the Intent Of Lnese plans to snow every minor aeLall of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility and telephone comoanu. 25. Dryer Vents to be installed per FBC RMI502 SCALE: 1/4' = 1`-O" Total Attic Space = 2-481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit iv IG" Exhaust Duct Thru Soffit 4" Exhaus Duct Thru Wall WP GPCI Install owlet under disc. not shown or `n clarity U L U A �C 1 1 MASTER BEDROOM CLOSET TIO SLAB i WP GFCI / ® 1 COWERED 1 FORCH I I I I ®@ , ,,ri C R E A T CLOSET I I I/ �€ JUNIOR MASTER./ / / 50 CFM / PAN /,/ \ 42"h GFCI If Pig CJ J ® ` ®�'�r"4 Steal Ballard r-----� 'AeeK x ties siheeetil on Access L with b I J Pull chairi_;. light in attic I Amp CAR pPC on ternal Pt� Aative Panel aria) GARAGE Location, OPTIONAL PANE LOCATION GFI r------------ ------------- - --Garage I Door Opener I I 1 I I I I I I I 1 I I I I I I I I I I I i `'----------- -, ELECTRICAL PLAN SCALE: 1/4" = 1'-0" J N Exhaust Duct Thru Soffit rc LAUNDRY >w a_ I to Wire For Front Post I 1 Light ' 4 / WP GFCI COVERED PORCH 9 / .. o" �v E .+ pi U 301, x a w � Post Light with " _ao L Qi > v 2 TC- �k -A Photo toll E t ilk-_..`U_ CONTRACTOR COPY Braden III Braden AlAt PA lUgnne Budding Corp. MODEL: Date Drawn Revisions : Sheet Comm Architects - Planners GARAGE �-Il-le 411 S.E. Coconut Avenue Tel (112) 281-8258 OB T �--� M O Drawn big: - 1 18-50 : Fax : (112) 281-8283 IMPACT C.C.U.F. Checked by: B SQanish Lakes E-mail: bradenaia®comcast.met Stuart FL 4994 #AAC0000 2 S. Lucie County Florida ID. R.E5. OF 5 on =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. J 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 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' AS Sl 60 degrees or less -- l-�=— Appmx 2/3 to 112 of Span. wan aM`�OY Tag line REFER TO SCSI REFER TO SCSI - ' 'nos Way •' u.. •s us.•11 Truss must be set this way it cram is used. • -V.- vour uns+ � ,, �o: "I" h Truss Is an example, your truss may not match. ewi a:or se:> :n ! c ,Z — _— Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses �� t 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 I 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 LOAD BEARING AT 8'-0" INDICATES VOLUME CEILING &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 18" - 241 IN LENGTH!! & Do not stand on trusses Until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMP"ERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. It_ra_.. OAF �0® PA OAF iiNI, I WAWA ii�I i •:e ��PA VIA WA PA PAPOIP����11 \� �. 90,Fir al Of I • I/ II I©..... .. ... . . _ ...... .. —. _ . I .. _...-_ .._ .. .. . .. . .. PA r II ��� ■tar%I.�"���►�\r►�� III 90 Apo / Mimi I I I II I I II�I� W CARRER LOCATED 2r OG THMI Owy rAcr.t axr a CORNER DETAIL OVHONM=MWS WMFOn CtAFM PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: VAULT 12 0 4r— CONTRACTOR COPY FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED d RETURNED rhe undersigned admvviledges and agrees: 1. Tosses will be made in strict accordance with the trues pboenlent diagram layout, which a the sob authority for klermining successful fabrication of the trusses. 2. Al dimensions in this layout hate been ver6ed by to undersigned. 3. Unless wrOlen nice is provided by cetiTEd mail b Chambers Toes wean ten (10) days of delivery the rdersigned agrees that no baddlarges will be allowed. In the event such wooer. notice is furnished Chambers Truss al have tree (3) business days in which b begin repairs regnied, or to substitute other Pusses, at Chambers optnL Vier 10 days Of delivery remedy will be accordug to Florida stande 55& 4. The undersigned adoarladges receipt d'BCSI' summary shed by TPI & WTCA ' 5. Delivery S. to job sit& it is the buyers respare'8afyr to make the job she suitable for defray. Chambers Truss bars he sole authority b de%ambe the suhahiap of the job sire or a portion of the job she for delivery. Chambers Tess will Rsporsble for 11mmp delivery ono. The buyer "s nesporsbte for additional deFary aupenses t Chambers Truss 1a ; redeliver because job she "s net prepared for delivery or buyer is nor prepared br ddvery of Pusses. Buyer is patslbie In Chambers Tess for being costs due In she conditions. & Price as shown in paragraph 7 below is subject to charge i any changes are made in Ilis layout A $50 per hear So for revisions may be Charged by Chambers Toss. i 7. This is a PURCHASE ORDER to Chambers Toss of the sum agreed to, or t no agreement a reasonable pric& nveice will be made on delivery and paid within lerms of net on d*mY. bvotce may be made at scheduled dale d' Jelivery if dryer cannot accept delivery of bbrtcded Pusses. The uderspnned agrees to pay Chambers Toes easonable atbrneyls fee far mlechons in event of paymard not timely made. 1-W % par month service charge will be Idded for at suns not paid within tams. 8. Signature err initials anywhere on this sheet om brides agneemerd b all lam' 9. In consideration of Chambers Tess eldmdi ng credit for th"s malarial the undersigned mmh66orhaty guamlaes I mirment when due of any and all indebtedness owed to Chambers Toss by any an* 'kgg malarial and tun .. agrees to pay such irtdebledness including allonEy% fees. i ddaldl in payment for mabrial be made by t- 10. In the event of any Higaim omcernig this agreement, the ileno tumbled hereunder or payments referred b, wein, the parties agree that tee sole verge for any such action will be Said Ludo County. Florida 11. Design respo sbiies are per ""Natural Stallard And Recomma lded Guidelines es On Responsbhiss For Construction Using Metal Plala Connected Wood Tosses ANSUTPVWTCA 4 - 20 — 12 Warranty is per Chambers Toss Warranty, atadhed. DATED IGNED OR TITLE A spreader bar may be required per BCSr to prevent injury & damage. Multiple ply busses must be fastened together per engineering before they are sett failure to do so can result in roof cogapse. Temporary pro ry and permanent bracing are required 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. I Trusses must be set and braced per design to prevent injury $ damage, Trusses must be ssplumb and square Do not set bunks or stack of p cod, rooting material or any otber 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 venue Fort Pierce, Florida 34982-ti423 800-551-M Fort Pierce M 465.2012 Fax M 465.8711 Vero Beach 772569-2012 Stuart M-2863302 Web Site: CHAMBERSTRUSS.COM Emaily MAMLh , r ABERSTRUSS COM s oP cirawing 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 too( shape, review of truss strapping, and loading on structure from gravity and uplift loads and ':their re ec:tive lac ions. Approved By:. Date: Braden &Braden A.I.A..A. A. to PER L ar> DESIGN CRITERIA County ST. LUCIE, Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(DirecticnalyC-C hybrid Wind ASCE7-10 Roofing Material METAL Loading in PSF Roof R.DL Floor Top Chord Live 20 0 Top Chord Dead 7 42 0 Bottom Chord five 10-Non Conoaaent 0 Bottom Chord Dead 10 3 0 Total Load 47 72 0 Duration Factor 125 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Botom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category It: Non Restric5ve Exposure it Category Ocen 5'�n Terrain with scattered obstruc5ope M 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 andlor Engineer of Record Chambers Truss Inc. Drawing Name: M11420 75 SCALE: 1/4" = V-0" 80 total trusses, 15 unique designs Designer. RLC Reviewed by: RLC 7� �cCel ,UdI;(6 Date: 04/13/18 REVISED 05/02/18 FOR WYNNE DEVELOPMENT DESCRIPTION: MANOR GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11420