Loading...
HomeMy WebLinkAboutbuilding plans11 'fie Copy Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12' 12" H. 5/8" thick light textured stucco on typical concrete block O O construction O Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATiON 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: I/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #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" end laps fastened with corrosion resistant tin caps and with 1.25'" ring shank nails spaced L" o.c_ at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" 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 _/ a 1-111UN LUL l.vi ai stucco on LI}.picdi GOncr6Le finished stucco bands block construction REAR ELEVATiON - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 SLOPE SCALE: 1/4" = I'-O" 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 1)(t4pe 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet v CONCEALED FASTENERS OR ATTACHMENT APE THE RESPON ELiTYOFTHE CONTRAOTOR OF HCOi 1 ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED I HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ,RAY BE' NECESOMRY M ORDER TO CONIPLYWN HMLAPPLICAd !CODES. it«(o-00? T. T,I,ICTr. f',C1T;,HT-; Puri-D74r, nTV;SiG"N pF,Tir�rurFOH ¢)Ala. 1.-FRS ND Fl011! hYll`"7 Flit T fT SG /8" thick x 8"tu cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 8'-1" T.O.B. I HI' ®®® 12H. o.H ® 5/8" thick x 8"w cut �., P. 5/8" thick x 8"w cut ®®®® C finished stucco bands a lO 3 coral finished stucco bands 3 ®® ® 5/8" thick x 8% cut I finished t corestucco bands 5/8" thick light textured ®® stucco on typical concrete - - - - block construction- - - - _ - - - are a Finished Floor '-O"= Finished Floor ---- - -- -_----------------------------------O'-4"A.F.F. 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATiON SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" Product Approval Submittal Affidavit IN Opening Schedule Swing Doors, Overhead Doors. Sliding Doors, Windows & Skylights OTpyepning NNO� R Product Model # Manufacturer Glass Attachment method PST X ation t of signAppPressure 42.3 t4 FLU 11499.2 Single Hun 9 9 Series 185 MI Windows and doors rom eac�i corner end L�o�cs twierie�ter thro��ln Pll�t�uck into -,d filled CMU wall maintaining min 2.5" edge distance m strict adherence to the product a royal. ± 60 sr p A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width W-O" max height DAB mt • ,2 to cancrat. a art i c. as a N ben vent. ueng 3/8' x a' Hilt, HLO Sleeve archon a 9' ..a. h 1.15 dw, aaehene art mia �' wipe dwtarce. Intel treat to buck fl1 5/S' x 5/e' full thmed lag wrm m each xit.t memtwnmp min of 15' .dg. dwterrc. - GC to arrctip ocher. to product epprMl ,WN. l 1a' t .n roller .hart. 10-9-21 + 5p.0/-60.0 psf B FL# I6414.1 Fiberglass Smootn Pro/ h Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.23' embedment at 3" max from corners and 1'1.5" ox, max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors x cone i suet aeon et max. non eec� corner and "Iy o.c. awl �I'11 Iran t�ereedter through PT Buck into whd filled CMU wall maintaining min 2.5' a ge dutanea in strict adherence to the roduct approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Sptation Data Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) I/4' x 2 3/4" tapcons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self capping straws per clip as shown in product approval. + 116.9 PSF _ Roof FL# IIL51.12 SV Crim Metal R ofin g Gulf Coast Supply and manufacturing 2L ga. 5v trimp metal roofing attached to plywood deck using #9 x 1.5" weed screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 16 felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced spaced L o.c. at all laps and two staggered rows 12" o.c. to field. Attach to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using o 2x 3'a wood screws at each truss. Install s. x 1.5" Iona rina shanails witheoffitla. to battens using +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate/fl 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at W, O.C. base -board 1 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Buildina Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: IF-p " Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_Is SubJectability to damage from: Weathering: Negligible Termites: VernHeavu u Width of Roof End Zone: " Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.6LDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L psf Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 psf Components It Cladding Wall End Zone Width: 3'-4" Components It Cladding Wind Pressure (NET) WWall Zone: all Zone: 5. +35,8%-47.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided?e_�s Are Components an Cladding Detains Provided? Yea Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 45 pat FLOOR DEAD LOAD: 10oaf JOB ADDRESS:;L&p I' 2TCd2H . 0 = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 File Copy FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S. 3L" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 3/81, 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6' 4. No dissimilar metals to touch. 2'/d',2r,", S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �= ALL Concrete used for vertical filled cells, coat. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/e" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. A 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 M. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17_ All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x naile block with case hardene materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G�c psum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931 C1395, C1396 be C960, C1002, C1041,C1111, C1118, C1278, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Sail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 121, 13ga 1 3/8" long with 19/44" head OR 0,098" diameter x 1 1/4" long annular -ringed or Sd cooler nail �2 OR Walls Either 16" 8' IL" 0,080" dia. xx 1 5/8" long with 15/64" head Direction OR (a psum board nail 0.084" dia. x 5/8" with 9/32" head. 1 Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" lloong with 19/L4" head O 0,098" diameter x 1 3/8' long annular -ringed or bd cooler nail 8" OR Walls Either 141, a. IL" 0.092" dia. x 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanylng smoke developed index not to exceed -ISO when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self seating washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in freld. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 11/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) aupporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip —� Edge d Fascia V-1/20 \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" die shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 Two rows of beam block filled with concrete and 11) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cost_ for bottom row over openings 1/2" drywall over I" x furrina� strips at IL" o.c. with R4.1 PI -foil nsulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction - m All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type M., only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.L Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap at each filled cell Wood Base Flll cell with concrete and Max.bar Vert. ( _ Mnot exspacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on L mil Visqueen over / clean compacted termite treated Fill Grade IIIII_--illy III 1 j'I 11111111�111111�1111111�1111111 -'�iI �,11111 = III IIII �1111111="" 14" x 14" Concrete footing 14" with (2) #5 bars cont. end #5 T Y F i C A L SECTION transverse bars at 48" O.C. Scale : 1/2" = 1'-0 to nails Masonry Beam NO alli Head fixed door sliding door v2„ Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2' VTR JIL I I I I 21' VTR Mastery/� JIL Bath I Lay. 2' Lay. �• I 2" VTR W.C. I JIL I I 2' 3. I $liar. Kit. Sink 1 I Kitchen 2 I I Lay. -4 3' i c. Bath #2 sitar. 3" c.o' To Septic PLUMBiNG RISER 1" x 6" P.T. Buck nailed to O block with case hardened nails prior to door attachment Masonry Wall gpical Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b UJ irid ow Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5/9'x 5'-3 A"" 54%8'x 63A4° Single Hung ZONE 4 2, C-2/a'x 5'-3 Aa' 15" x 63 All Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2'1%2°x 38%"" Single Hung ZONE 4 4. 4'-5%a'x 1 54%""x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum Windows W/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%', Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 '/2" .7% Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET ul All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 34,-0" 9'-6" 12^ 8'-6" _112" 00 00 00 LL oo °" °° - EGRESS O 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied Into lintels above O Covered Porch[F ° o if 12'-8" O O N OIEI I G31 I I I I O o0 o o MASTER © I BEDROOM 8'-O" tol 9'-8" A.F.F.00 oI U at 8'-0" A.F.F. Vaulteld Ceiling a Flat Ceiling o o GREAT ROM I IN o I O Rod E helf I I H.S. +i Vanity to be s I v I r+ 34 /2„111g �7- 1 I ■ C L O E 71 o CS 2' x 6" knee -wall 8'-O" to 9'-8" A.F.F. O V below top rr r I counter I Vaulted Ceiling DINING Ll EN la• — — — I ROOM ROd d Shelf 8 ios F\ C Q OGABNE (L / \ A T H ` �� I Vanity to be O H ° \ I 34 A2"high3/4 cv 11 o m KITCHEI, High Wall I " Van thro Dryer h wall 00 L — — 1-1/2" — — - N I A.F.F. overhang O cY - Flat Ceding 0 o B. Upper a inets to D O FVT ext nd over Ref. N 2" filler I � 1 I er. Rn� BATH :a Rod d Shelf O O R-II Batt naul"Gon r ® ry O — — — — — — W.H. O /C 1 #I 4"� Steel Ballard See detail op t�i�s�ey � nl 11„ W� 22" x 54" O F n Provide auto Attie Aeeeu I N closer with light I 1 22" 8'-O" A.FF. Nor Flat Ceding 150 Amp 4" u'-L" v ip no- -A 1 Meter L' o° P Panel m i m © SECOND m\ m o GARAGE E ERGEN BEDROOM � EGRESS o O 8'-4" A.F.F. o n MT11 00 pFlat Ceiling o o F- � 0 O3 o O r-----------------i EGRESS •r Block wall in ° OQ i g�ge to be i = o o ro° str�ruck block O I I ■ O O I C VER D 12" x 12" concrete column block Filled ORC with concrete and (2) 1 bars Vert, tie O into lintels bove I 6' 2" I ® I o O 00 00 00 ry 00 9'-01, 3'-5" 2'-8" 2'-8" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." O.C. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall ----\ / \ Buck to be I" x 4" PT "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W i n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia°comcast.net Stuart_ FL 34991. #AAC000032 Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT )ate Drawn : 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Attach buck to block wall with A n 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall apeI ALLMV :ll tt8 Wood "crews thru jamb into buck i.� at each hinge and 15" o.c. max and III ail a+ nnr briar to door attachment NTS Revisions Sheet I Comm # 2. 112-26 OF 5 Re cony STRUCTURAL NOTES: L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2- ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IO 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. II. 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 12. (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 TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOJND�47ON FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 25,00 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 I U5 bar vert. at -48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells On each side of openings from (o'-O" to q'-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 21" 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 (0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-307 steel. `l. 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 SEE TYPICAL at each filled cellSECTIONS 4" concrete slab with fibermesh OR CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I footing with (2) #5 monolithic #5 bars icont. 3 TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 611 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o . foundation plan 101, (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #'I bars vert. tied into lintels above Top of footer 16" below finished floor MOE Verifg house slab height in field -_,30"x30"x16" concrete column footing with (4) #5 bars peach way ... I I I l O' l i l 3-„ COLUMN FOOTING DETAIL CALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: 1/4" - 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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. 4" concrete slab with fibermesh OR 6 xb' 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ",-5EC7IONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #6 bar in curb clean compacted termite treated fill Grade E , I lli 14"w x 14"d concrete monolithic rooting with (2) 45 bars cont. 14" 9 GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia. x C anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail ARAGE DOOR TO R.ESEE NTS NPERMIT INFO BOXONSHEET uIITHSTAND PRODUCTSSURES APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location E Single Filled Cell COlumn NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location .0ouble Filled Celi Column NTS Braden • • BPlanners Tel Fax S .. . " \i11Stuart. FL 34994 •��• I - 34'-0" 20'-0" E 00_i_i__i_ 00 "o _iFI _�_y_i_0El— — — — — — —I — — — — t r- — —�E -� F I oL_� at_I E - Filled cell under I FI I Oi girder above 24„ I N I o Rear Patio/Slab �- I r J to be poured separate from the house slab. d EI ci I E m I Thicken footing to 24% x 14"d x 24"L I FI under filled cell E a under girder bearing. I EE E " E ❑ O0 m 0c I Rear Patio/Slab to I be flush with bottom of o 00 = w H 01N I sliding door recess. Slope 1/2" I u_ I F- E I I;- I�- I F- I I IF_ IE 0 I FI ZO 32'-8" I E H.B. I I 4" concrete slab with fiber esh OR I 0 0 Cx6" 410/10 WWM on 6 mll Visqueen over E Clean compacted termite tr ated fill I ry I I EI I I E F_ IF- i I E I ;- I I I O E H.B. I I❑ - A/C o off— - /-------- W.H. I I #I I 4"o Steel Ballard I FI r filled w/ Concrete ® ��_ W 1 =3 I OI v Ql I Nc -U m Em_W I i (A to m I _-- E + I I E I E 3 E I L — —a FI❑❑� I O O Y O E 0 I a I . o \ IE 01 O \ \ FI °O u Fb I `— J O moo'° � O 0----- _ _ _ _ _ I F5 *t m W I _, T O 00 ° ❑QLO i x O IL I u E L —`'— Recess for ---_ u r— l N r I l E ME E0 Garage Door ^E 00 ------------ Wgnne Building Corp. The Grard Carlton Spanish Lakes St. Lucie County Florida I IIIGV with concrete and (2) #7 bars vert. ti into lintels above A n FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 1611p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x e"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Date Drawn Revisions Sheet GARAGE 5 9-11 Comm # LEFT Drawn by: C.C.U. a, 12 - 2 Checked by: D.R.B. OF 5 File Copy ROOF SHEETING: ATTACHNENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX 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 Pressure Zone I 601 61' 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank 76 psf Zone 3 4" 411 8d ring shank 84 psf ** Zone 3a 611 6'i 48 wood screw 112.5 psf, ** Use nails or screws based on pressure for rgqof stated in permit info box on these plans for zone 3 Concrete / Lintel Verify with Plan 11 12"x 12" II I Column Block Rebar Rebar 48 Bar DID. Min. Overlap Column to Lintel Attachment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steeL \_1 Provide #5 bar set in pre -cast Intel into beam where length of the opening calls For it. Provide Cast- "=.Y „ BUB-OB/OT e ratstet `- - lintel set in mortar _ Min. 8" Bearing 7L _-'- V'. •I �� �:I I:. Provide PT Buck Poured Filled Ceti ;a r;:i..:3 attached per iamb details into Filled cell 11A.'r., 4" Pre -cast de #5 bars with min. 48 bar .era overlap in filled cell. Tie cell steel into continuous ' steel. Poured Cor concrete b' CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to vert. leg of truss with IOd x 1,5' nails at 4" o.c. n Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 11" \ into met beam and (22) IOd nails into truss chess Per Specs lax Aluminum Panel saws per manufacturer — Sao Tuarcal Stud Detail 1/8' x 3/32' Wing Nut w/ appropriate washer and .pacing n per manuracturer's Details � Ol3' 014' 'c m m I Stud Detail Stud w/ Die Cost Zinc NTS Nickel Plated Wing Not 114. TRUSS BLOCKING DETAIL Manufacturers ConcreteAnchors CSspepats AT GIRDER STRAPPING Flush Mounted Shutter Detail AT CENTER BEARING POINT its 7/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath palled to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bare r',t: - r ',r', ;'•';'r, CLEAR Lintel Length Bar Length Clear Span u a A Bars ii u B Bars 2,43 2'-10" 2'-8" 1'-L" none 2'-2" 2.#3 none BPS-OB/IT BPS-IBAT BFB-I13/2T Additional 4'-O" 1-8" 2 #3 none bars •.-, CLEAR ;,'.� �'.!j` 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" v Block Above 5'-2" 4'-0" 2,43 none ': '!; „ : Precast Lintel 2,3*4 none r ", 6'-6" 6'-4" 5'-4" 2,1*4 none Additional 1 31:5 bars 4'-2" 2.45 none BFIL-IBAT BFIL-IB/2T e'-4" T-10" 1'-0" 2,21:5 none NOT�s: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=e" 3. standard for reiri steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification " Rows of H Block Above Bottom Steel sim Top Steel S1" Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-V BF8-OB/IT 1 06 301.9 1569 1024 L31 2'-V 2'-B" 3'-1' 4'-0' BFB-OB/IT I #5 2541 13L3 163 L45 4'-5' 1 F-10" BF8-OB/IT I #5 1105 409 339 L50 5'-O" L'-L' 8FB-OBAT I #6 1238 835 121 LLD 1.'-8' T-V BF8-OBAT 1 #6 1011 121 1 534 LBO V-O' T-4' 8FB-I15/2T I #5 2 #6 152 591 512 L90 T-0' 10'-L' BPS-IB/2T 1 #5 2 #6 443 530 401 L90B T-Ow 10'-6" BFIL-IB/2T ONE 1 #5 2 #6 1533 1183 401 LI00 10'-0' II'-4" 8FB-IB/2T 1 1 #5 2 #6 582 4114 452 LIOOB 10'-0' ll'-4" 8111 ONE 1 #5 2 0 13LL 102E 452 L120 12'-0' 13'-4' 8FB-IB/2T 1 #5 2 #5 411 1 428 324 L120B I2'-0" IV-4' BFIL-IB/21r ONE 1 #5 2 #5 1015 1l0 324 L140 14'-O' 15'-4" 91"IL-I0/2T ONE 1 #5 2 #5 1250 6041 259 LILO IL'-O' 11'-4" BF8-IB/2T 1 #5 2 #; 300 192 194 L160B I4'-0' n'-4" BFIL-IB/2T ONE I #5 2 #4 950 500 194 - ALL LiNTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI COINCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORr`nATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, ANd SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESS!,[). Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x 1 1/2" nails - ( 24' of supporting Max. I8101be. uplift Aluminum Drip Edge 11 Fascia 12" 2" x 6" Sub-Fascl Kaycan full o vent vingl soffit installed using 1/8 die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 91 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tied-� into Initials above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer IL" below finished floor ts 12 4 Aluminum Drip Edge f Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd nuzins at each web \ 1/2' thick stucco on 3/e' hi -rib lath attached to horizontal and vertical wood fremmg with nails or staples to provide no leu than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical Wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar wart. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan is a Slope per Foundation plan r I I I I-1 I I I-1 I I I-1 I I I —III I Poured Concrat, concrete block u Brace Gable end with 2" x 4" SYP 392 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE- ENGINE EFEED WOOD TRUSSES 0 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N X Q 4J O 1 73 a L O io U O L r_ E O- _ °p O �y w Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish � Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furring strips at 16" O.C. with R , PI-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. do Mortar to be Type "M" oniy proportioned_ per FBC R601.1 and Mortar joints shall comply with FBC R601.2.L Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/V dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplift t ME ME OWN E FAR PA4 WIA � W, WA Fin. 01 WAEA i I 11 1 Ard a A EMU im I 1111 WO WAAW, MAIN AA Nei AMA I FAM MrAreldd MIN FFA Avg < I Gulf Coast sup J11 woo screws with �lf sealing washer at 12" o.c. max Spacing over APT (tgpe 2) 30 lb rel' underlagment installed with min. f side laps rind n Ln laDS fastened with 1-orrosion resistant tin Caps and with 1.25" ring shank nailli Attic Acce with light Ia 5, WX FBI islin HETA 20 Fill cell with concrete and ROOF F L f4 (D 45 bar veil. (typicaU. f�N 48x ppnotheshall wi enoted not exceed unless Wood Base ee fondng tion plan ae notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xV #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE III —I II1 1= IIIIIIII����IIII�I��IIII����""��"iii ""—"IIIII'I'I;�,_ I �"''i' 14' FI 1lrill���I1�11= 3 Typical Section at Front Forch r _i r inu a nu sees 1 A sem, 1 O N N � X r O�rn F- m O a a -T w) N v E_ C _ N U N -C ARCHITECT FOR APPROVAL_ IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A'i cires Deacription wire Load BR Poles 2 AHU 3ro 3.5 kw 30 2 Poles BR Load Wire Description theft 2 40 1.0 kw a8 A/C comp 1 3 4 2 a6 12.0 kw 50 2 30 4.6 kw a10 40 gal. water HTR 5 6 Range 'I 9 8 10 Driler 1 20 1 1.8 kw 1 u12 Pump a10 5.0 kw 30 2 II 13 12 14 1 1 20 1.5 kw a12 Dishwasher #12 1.2 kw 20 1 20 1.5 kw u12 Microwave 15 16 Refrigerator s12 1.2 kw 20 1 1 20 1.5 kw iia Kitchen S.A.C. n 18 Recepts a12 20 1 I 20 1.5 kw x12 Kitchen S.A.C. 19 20 Recepts u12 20 1 1 20 1 1.2 kw 912 Clothes washer 21 22 Recepts a12 20 1 1 20 0.81 kw all Garage Door Opener 23 24 Recepts 212 20 1 1 20 1.4 kw 812 25 2L Recepts ail 20 1 1 20 1.92 kw a12 21 28 Recepts 412 20 1 1 20 912 General Lighting 29 30 Recepts a12 20 1 I 20 all General Lighting 31 32 Recepts ail - 20 1 I 20 a12 General Lighting 33 34 Exterior GFCI a12 20 1 1 20 412 General Lighting 35 3L Bathroom GFI a12 - 20 1 1 20 ail Smoke Detectors 31 38 General Lighting a12 - 20 1 1 20 a12 Bathroom GFI 39 40 General Lighting 212 - 20 1 - spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt-, Watts Total(Watts) General Lighting .(3_ .watts sq. Pt.) ........... . . .. . ........ Small. A.ppiiance,.C.ircuit(s)„.„,,,,,,, ,,,,,,,,,,,,,,,,,,,,,, Range .... ......... .................. ....................... Refrigerator.................................................. Microwave Dish Washer .................................................. Clothes, .Dryer ................................................ Water Heater ..........................................................I...... Water_ .Pump ................................................... Garage Door Opener .... .... ........... 1135 3 5,205 2 I 1,500 3,000 12,000 12,000 I 1,200 1,200 I 1.500 1,500 I 1,200 1,200 I I I I 1,200 1,200 5,000 5.000 4,500 4,500 1,800 1,800 810 810 Total Watts 31,415 First 10000 Watts e100% 110,000 1 1 10,000 Remainder 21,415 940% O 10,944 Electric Heat or A/C 10,000 545% 10,000 10,000 Calculated Load Watts 30,94L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbcl Legend S Single Pole Switch ® 1 Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet Calling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuit interrupter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 42 Flood Light Q Thermostat m Electrical Panel ® Central Vac g Electrical Meter Q Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack A o c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sPicR Speaker Hook -Up El Intercom 10 CFM IOXIOX6 PATIO/SLAB MASTER I BEDROOM I GR EAT ROM 10 CFM IOXIOX6 I 12x12x9 B/A Center Registers 4 I IL9 CFM on ceding Pan 169 CFM `y IOx1I x I IOXIOxl ° I2x12x9 B/A CLOSE H.B. CFM 8x4x4 I I I I sx4x4 3 CFM Vent-thru ____ _ _ _ �! ��`. I DINING Soffit \`;.\ I ROOM �ATH ° io, IN I IL - - - - - - - - 153 CFM 12x12x1 ° ° I H.B- sX4 x I FM - - - Vent thru __H-- ---- ex of t fi o �ce�i� A T H - - - O O 20K20 T I WINN I i- - - -- - #I _____ I 22' x 54' I Attic Access O 1 Nth light I 2 1 1 232 CFM L - - 1 - - -J <1 I 12xLx1 IL - �T �• J 150 Amp Meter Panel �`\I SECOND 8?46 35 GARAGE I BEDROOM I \ 12x12x8 IT �S B/A r----------------- i I I I I I I 1 I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION M � C � � N f C � L L � Y O U T B/A = BALANCED AIR SCALE: I/4" = 1'-0" Electric Notes: I. 2. Use copper wire onlg, no aluminum_ Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. 10. A/C Return Air Balance Must comply w/ FBC RMI402 A/C Refri erant lines that are run thru slabs must be 19. The electrical system shall be completely and effectively sleeved in PVC grounded as required b the latest edition of the N.E.C. 9 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of then the date of acceptance or certificate of occupancy, or one largest condult or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25, Dryer Vents to be installed per FBC RMIS02 COVERED PORCH #2/0 Aluminum feed 1 i/2' Conduit -_ 2" PVC ( FPL 2" rigid service FPL ELECTiRICA A/C disc. In 150 MCB PANEL are R6 copper wire o 45 cont. rabar in slab L RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GF Install owleArL under disc.not shownQ clarity ELECTRICAL FLAY BC 2 Total Attic Space = 212-4 sq. ft. Venting Ratio VISO = 14.16 sq, ft. required Provide A Continuous Vented Soffit PATIO/SLAB SCALE: 1/4" = 1'-0" Post Light with / o Photo cell v� u_ Braden t Braden AIA, FA Wynne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners GARAGE 5-9-11 411 S.E. Coconut Avenue BTel J� T i I e Grand Carlton LEFT Drawn by: - : (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Checked by: Stuart. FL 34996 #AAC00003� St. Lucie County Florida D.R.S_ OF 5 File Copy H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Comm # 12-2� A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0; ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERI BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMII A IF MULTIPLE PLY. n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less +---1 /2 —* T a Line span approx. Truss must be set this way if crane used. Truss is an example. your truss may not match. isist crane ooerator sets truss this way. 30' to 60' Span SDreader Bar I. g �_Approx 2/3 tom Line 1/2 of Span REFER TO BCSI ass must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIFZ HAN�1—EF2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER _-- -- — Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs schedule in engineering Dome angle nails. package. !.__.—J SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 r— to upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 F__ �! 12 2.001 M upset=1/4" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH lk Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers i GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' .. TRUSMCAKWMBEsrAR,EDuuM7taa AoeE�JrERrISmDNEos RETURN® d dnr� p�o.tywn«,m. wee. wail. tamed l� . . 1. TMM will be mehb In ado sasdim" with tda race ddlh da m layer ill to aola outplgrtor dsbrmhdnhp.aaxssW dto tnaaos. 2. Ar dme nbns b Ws bred haw bass vedted bylhe tadersbrrd. d Y , NdP � b, mY b (=Isnben Tnm wnlYh tau :I01 such mum nooca b beds hed Clhanhbers Tnws , wn be abwead.e tla evert b beta nopabs mad. veil subabl¢s otlxtrinasa, d Chamhaa(�optlSh. �ri b Mtrh 4. The hna.aah�wbe�.. Nape a"sosl,.or wh.n.ry ana by TPl a wrrcA, 'a Denary a b jah eta a a tr go'w'e'rwpan6nb b Nebo Mlab ate saabla br defde0twty.. Gpr Ter ha the solo Ac ho b daambe the adab4ry d,he Job ate oF■ The buys b resPsdbM addtbrnl Truro wa a mporrPol. fardimp delrery sdfr. beaawa job ate b dot Prop tar dnnsyYe1a b not ors ra d Vew.e.. ¢uy.r la nell apsumla b dumb«.7nm br bwYp Boa. due b ellsMom 0. Ptloe u slhoam 4 ill 7 babw is subject b charW It any chat" anomada ii itebyon,. A M per hour I brredakmmaybe drehyedby Chambss Tnsa. .7. Thhlk a PURCNASE ORDER b Clhambgs,Tma d the sun agreed ilk a t ippesinwt a reasonable pdos, bwpe will be made on delver and pap woke lenms d on daBwrY. Imdoe mil be made d sduduled dab br denxy t bryar camp( aaeFt tiervary d hbflnted Nate. The haalmslphed stow b pay Chambxs.Ttuss faasanaNe .11arheth fie IforeolacfLnn b evert d payment rot tnhdy loll d2 %per North ver4 e dhil will be added for d emn not pep wtNn tame. . as�ahae a'<blteb srywturahxh WsauaaarnOhlias rhetbei tonne Iheath. 6. n wmapsa on d Chsnbsa Tnaa sdshdrq tasdl br tda matedd to l hefaltrted unconditionally P anantoes paSmwt when due d any and at itlebbdrots owed b Chimbsa Thm by,aay al facelft nhaIl end to tmderaleled'paaa to pay each Nde these Yhtludnt a" teel t de4dl in paymst for mateeW be made by the ' - n O 1o Brat of sry 09840n mosNnt tts Remodel "tans furnished hemuMar orpgmhatt tabnW b bench, the petal o" tut the$* wuto,or any each aeon wo be Sell UI Cau ly. FlatNb. 11. Destn NWO nb=a we ps"Natona Sl aMard And Rexnnofrdedt Guidelines On RCFor C "Wo'l Uaip MOM Plata Conxkd WoodThalmm 4-2e02T , DATW Ibultiple ply trusses must be fastened togither per engineering -before they are set; fauure to do Be can resultin roof collapse. Temporary and permanent bracing are required and can toys 6fe and property and In the rssponslblttty of the male erect -study the contants of the bdbnnatlon packet Included on delivery before setting truasis. 'IMases muatbeattard braotd P�� b P�"�tH�Y� � Trusses must be set plumb and square Do not fret bunks or stack of plywood, rooting "rbll or arty 'othei cdhCantrated loads on tmsees. this can cause co6a D® NOT SET TRUSSES USIWG THIS LAY011T USE LAYOUT DM NERED WITH TRUSSES TO 3E'T TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort'Plere* Florida 34982r6423 800-551-5932 Fort Pleme M 465-iM2 Fax M 465-6711 Vero Beach - 772-69-2012 Stawrt 77z°2863362 i The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof sbape, review of truss strapping, and loading on structure from gravity and uplift loads and their respc locations. Approved By: (]dfP 92.0/93.2 MITE( 4.2 'aden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting 'o Roofing Material Shingle or Shake - m' Loading in PSF Roof R.D.L. 't w Top Chord Live 20 Top Chord Dead 7 4.2 L j Bottom Chord Live 10 Non -Concurrent E- c Bottom Chord Dead 10 3 of _, I TOTAL Load 37 7.2 o Duration Factor 1.25 to Wind Speed 165mph B u Top Chord C.B. Sheeting by builder. .• w r Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 13 TRUSS DRAWINGS ARE ATTA13HED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed- Date:04/24112 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -74/T&� M11323 t®b �5 N001