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1-2-19 - - - -PANEL "A.. Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Ran a 44 12.0 kw 50 2 1 20 1.2 kw #12 Clothes washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 4 Dr er #10 5.0 kw 30 2 I zo L5 kw #12 Kitchen S.A.C. e I 20 tt12 Bathroom ReCapt. 9 10 Air Conti so r tt10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl r ttl0 15 #14 General Lighting 15 IL I 15 #14 General Lighting Il 18 WH #10 I IS 414 General Lighting 19 20 Jkw301 1 15 tt14 General Lighting 21 22 GDO #12 1 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 27 28 Spare Spare 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(watts) ,General Lighting (3, watts„sg.,ft.),,,,,,,,,,,,,,,,,,,,,,,,, Small, A.ppl,iance. Circuit(s), Ref ri,gerator.................................................. Microwave Dish, Washer ............................ ......._............ Clothes..W Daher .............................................. Clothes..Dryer................................................ Water Heater ...................... Garage, poor _Opener ........................................ .............. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,600 I 810 810 Total Watts 35.615 First 10000 Watts 0100% 1 10,000 10,000 Remainder 25,415 e40% 1 O 10,246 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,246 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required 126.02 = 150 Amps Electrical 5 mbol 5 Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle Wall Mounted Light .9 aterproo groun fault circuit ll Light with Pull Charm (attic) Le-LL ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac ri Electrical Meter ® Smoke Detector Ceiling fan ©v Television Jack Telephone Jack AC oisc I A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) #I THHN Copper With ttl Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit 40 conduit sleeve 50 fISO AMP into attic MCB PANEL AHU PANEL AHU 200a rated meter can n 200a rated meter can n Intersystem bonding Intersystem bonding 2" PVC ( FPL)-� Termination point 2" PVC ( FPL7� Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bare ttb c per wire GEC W Bar@ #4 cob,p r ire zied OO, to (2) 8'-�' Gavanzied ground rods ground rods COVERED PORCH I I I I I GRBAT 221 CFM ROOM IOX10XB Dui Dom) I 1 KITCHEN o O I Q 116 CFM IOXIOxl I I I L-- -- - - - --I 0 Soffit ___-"00 li Tent ltru 17 I 8X.4x� I "a 40 CFM 8 CFM 8x4x4 If, 8x4x4 I W r LAUNDRY J O COVERED PORCH 121 CFM IOXIOxb MASTER BEDROOM 121 CFM 10XIOxb 12x12 12x12 B/A B/A 1011_ _/ I 221 CFM IOXIOxB I o I I 9 CFM 8x4x4 LOSET 318CFM o I 14" \11L11ET I CFM r -a l'- j 12x12 B/A 0 6x4 M 9OxlOxb JUNIOR I/ �MASTER BEDROOM a, Vent thru -- Soffit I emu\ 1 W.H. SEF MANUAL 22" x 54'" , / 4"� Steel Ballard J" and Energg r I > Calculation Attic Access / Sea detail on with light O � 1 sheet tt2 for Unit info L ------ 161 - �R� - ------- L-- AJ 150 Amp 2 CAR Panel GARAGE f------------------------------� I I I I I I I I I I I I I l I 1 I I I I I I I I I I I I I l I l I I I I ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER I I 11 11 ' - Contractor shall use AL-CU Landing lugs. NTS -Contractor shall torque lugs I.A.W..W, - Contractor shall use AL-CU Landing lugs. NTS -Contractor shall torque lugs A.W.L recommendations which M / \ Y o manufacturers recommendations which manufacturers shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verlfg AIC/KIC Rating prior to ordering equipment O = THERMOSTAT LOCATION SCALE: 1/4 = 11 1 -O ELECTRIC NOTES 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before I. Use copper wire only from panel to devices 8 Carbon Free of defects for a period of not less than two years from ordering. The contractor shall provid /C�tffu11t routings to t C a l e ul a t l on s F B C 2309.1 2. Provide and wire all required smoke the date of acceptance or certificate of occupancy, or one suit the job conditions. "l L L G V G n l n 3. Monoxide detectors. Contractor to verify location of electrical year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as calla T 1e I f b� I C S p a e e 2487 Sq. t. 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any othe9 phase of installation that may have been damaged. or as selected by others. \\// �7 }�� n(ancr'etde tl O _ 1 / 18 0 16. � 8 sq. f t, required S. ALL exterior outlets to be WP/GFCI protected. of these to show every minor detail 22. All racewe s and pipes laced in or y p p p hFoPghnanl g y 6. Recessed cans to be installed per NFPA requirements. I6. It is not the intent plans furnish install slab shall be spaced a minimum of thr a diameters of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall and For a complete electrical system and provide all largest conduit or pipe From any othe se,vlT2,r I d e A Continuous Vented Soffit 8. ALL rooms. A/C Return Air Balance Must comply w/ FBC RM1602 all items the requirements necessary For the equipment to be placed in 23 All exposed wire below 9'-1" shall b. oV InAtAllpel in metal PMT 9, A/C Refrigq.o�r�aant lines that are run thru slabs must be sleeved inYVC proper working order. 11. All work shall be done in accordance with the N.E.C. and conduit. Braden it Braden AIA, FA 10. n ALL A/C Equipment shall comply with energy calculation and shall shall comply with all local codes and ordinances, a 24. Dryer Vents to be 1n stalled per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 Architects - Planners contractor, the completed system shall be fully operative. and telephone company. 41� S.E. Coconut Avenue 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively Tel : (1 12) 281-8298 13, All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Fax (��2) 287-8283 interference with the progress of construction. 19. All material shall be new and shall bear underwriters' E-mail: bradenaias'comcast.net 14. All required insurance shall be provided For protection against the public liability and property damage for the labels where applicable. Stuart, FL 34994 #AAC000032 Opt. PATIO SLAB \ \ \ WP GFCI COVERD 0 FOR Ct / I V - I - / / I I € MASTER BEDROOM ry / CO \ Smoke / Carbon //EMO S Monoxide Detector Combo C.xR�.AT ROOM �1 II I\ I � I \ I \ \ \ Smoke / Carbon onoxide Detector \ Cm e GFCI I cNlnes I / GFc1 1------I /� S 0 0 / GFCI / p G F / �+ 24° I KI CHEN I I t CL)'OSET _ Im I CLOSET I I � I I \ \` JUNIOR \ iYJ,ASTER \ GFCI \ \ GF 1 rn GFC I C� 50 NFM \ \ Q 1 \ \ So CFM POW�E / S PB 42"h GFCI W.H. / I 2i x 54' 1 Se Steel Ballard Attic Access See detail on 1 with light I sheet #2 Exhaust Duct L - - - - - J Thru Soffit \ I Pull chain pD light in attic 150 Amp \ \ 2 CAR Panel NOOK ® OPTIONAL PANEL GARAGE LOCATION CI 14" r(I 4" Exhaust DuctctThru Wall J - I ; AUNDIRY 1R \ o gh \ tight 1 LO LOrnlr Wire For I Front Post Light WP GFc1� COVERED PORCH UJynne Bullding Corp. THIS MANOR 71 Spanish Lakes St. Lucie County Florida 42"h GFCI Lailk Ir Garage Door Opener I I I I I I l ,re copy I 6PV�'-� I I I R 1 WED FOR tea. Mr- n^KAOI 1AKlf_1= BOCC ItP WMIi'l Ua - - u - M X 30" CT fC/4 C) �o I - �y `m rn > m Post Light with vE Photo cell SCALE: 1/dd -f - 1 -O vo MODEL: Date Drawn Revisions 9-9-19 GARAGE Drawn by: RIGHT C.C.U. /30/'r,-&� Co Checked by: D.R.B. Exhaust Duct , Thru Soffit Install oulet under disc. t shown for clarity i� SCANNED BY St. L Cie nt r)tw 19D5- 054 Sheet Comm OF 5 12 4 SLOPE 1` O.H. Finish Columns with COVERED 5/8" thick cut coral PORCH finished stucco bands Fc 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" ant laps fastened with corrosion resistant tin caps and with 1.25' ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Qeld. Attac deck to trusses using attachment detail on this sheet ® 3 5/8" thick light textured stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood "deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" O.C. in field. Attach dock to trusses using attachment detail on this sheet : GM?'E55 5/8" thick light textured ' stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATiON SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ZEST Date Design Pressure of Approved Teats 1,2,3 E4 FLU 239.3 Single Hung SH-100 Impact PGA 5/IL" 1/4' die. tapeans w/ min. 13/8" penetration to be spared per product approval. Contractor *hail adhere to min. edge distances specified in Product approval + 80.0 PSF - A FLU 15311.1 Overhead Garage Door Model 82 /B W-2' x I6' max sectional garage door DAg iii s n."vae. ueny a e x L'" �NIk�HLC $rwv..xnm+ se ev otth t2s• de; noon s yrtn an 4' .doe ostanw. Instal track to hock ru)s�sii x I �/8 ful hid a .on.c a n' At. for oot. ■wtaoire egye "tat edge - r t" "enetly ed a t" +3L_O/-44.0 PSF + 50.0 PSF B FLU 14614.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco 1/4' die. toRcon with min 1.25' embedment at 3" max Prom corners and 11.5" ox, max. thereafter in head and jambs. C FLU 251.5 Sliding Glass Door Series 1l0 SGD PGT 1" nom Type "GSA" 1/4' die. tapcons w/ min. I (3/4" penetration to be minM2 I/2" edge distpances specifiedrintProduct approeval ± 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TE Ex�SpTration Date Design Pressure of Approved Teats MullionsInstall FLU 261.1 1" x 2 3/4" x .315' PGT per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF Roof FLU IILSLI2 5V Cnfip Metal Roofing Gulf Coast Supply and manufacturing 2L ga, 6v crimp metal roofing attached to plywood deck using a9 x 1.5" Issgrews with self sealing weaker at IZ" o.c. max spacing over ASTM D (type ) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails spaced L o.c. at all laps and two staggered rows 12' a.c. in held. Attach lack to trusses wing attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to eofrit framing using #8 x 3" wood screws at each trues. Installffi sot to battens using chg. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 4 Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wade 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 R VIEWED FOR 12 CODE COMPLIANCE sLOPE ST. LUCIE COUNTY BOCC k /y COVERED PORCH CRESS 2 thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 10 o.c. base -board ----\ 11 11 .,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition nts Braden It Braden AlAq PA IJJ4nne Budding Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE MANOR 11 Tel : (112) 281-8258 Fax E-mail: : (112) 281-8283 bradenaia0comcast.net Spanish Lakes Stuart. FL 3499G #AAC000032 St. Lucie Countg Florida SCALE: 1/4" = I'-O" �I 1MI I� � FRONT ELEVATiON SCALE: 1/4" - 1'-0' ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: E��1��1��1n��1��I��Icc��-l//////o'�����ts••••••ed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height Roof Pltchc 4:12 Internal Pressure Coefficient: ±d-llg Subjactability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4' Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD desi n Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LUJL: 04DL+O.611l L Components f Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 pat Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.L/-a4.0 pat Components i Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 psi Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? - Are Components an Cladding Detar s Provided? Yes Minimum Sal Bearing Pressure: 2 "500 pai, Presumptive: X Bu Test: call ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pap FLOOR LIVE LOAD: -'%- pat FLOOR DEAD LOAD: 10 psf AN 0 = Roof Zone I Walls Zone 4 ® to Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: 13958 Garza MODEL: Date Drawn Revisions Sheet Comm # 5-1-19 GARAGE Drawn RIGHT Drawn by: j 19-93 C.C.U. I . Checked by: D.R.B. OF 5 FLOOR PLAN CRASH POST DETAIL AREA CALCULATiONS TYPICAL NOTES: SCALE I/4" = I'-O" = I. Contractor to verify ALL Hates and dimensions prior to 36" high by 4" diameter N.T.S. Living A/C 1124 sq. ft. proceeding With work. steel crash at. Floor p g Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA requirements. expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) Front Porch Total = 96 sq, ft, a minimum 1,400 P.S.I. fiber stress. `„ Total Under Roof- 2,'485 sq. ft. 4. No dissimilar metals to touch. 2�" 2�„ - 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 141 e ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° Total Volume = xx,xxx sq ft. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/8' 0 ;2�2" " 6. Drywall at ceilings shall be leveled and attached to bottom chord �„ of trusses with screws per FBC Ri02.3.5. Attach buck to block wall with 1. ALL wood in contact with concrete shall be ressure treated O O 1/4' dia. EIQO cone screw& with min. p 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. I I/4 penetration at 12 o.c. max and 4" max from each corner thru 9. ALL plumbing fixtures to be low flow. Exterior face of wall 2" x V PT Buck 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 EE a8 wood screws thru ,Iamb Into buck handicap accessibility requirements. _ 2�„ 2i �� at each hinge and 15' o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department �" NTS surveyor to set In field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL ON ALL VULKEM BLOCK SEALANT JAMB. HEADER. AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK INSTALLATION Water Heater Install windows thru buck Into 15. Wall and Ceiling shall have a flame -spread classification Of not greater than 200 per FBC R302.9.1 block with 3/IL" tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20' o.c. max 14, Wall and ceiling finishes shall have a smoke- developed index of not greater than '450 per FBC R302.9.2 Exterior face ateh ad andtoil] aper product approval 11 All ex osed attic insulation materials installed On attic floors shall have a critical radiant of wall Buck to be I" x 4' PT flux no� less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. GeLIc�psum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 C`i60, C1002, C10�47,C1177, CII-18, C1278, C1395, or C1396 and shall be installed Detail I"x4' P.T. Buck nailed to lock with case hardened nails according to the following; (FBC R'102.3.5) at Windows prior to window attachment I" x 6" P.T. Buck Walled to Masonry Beam block with case hardened Walla / NTS Drywall Location Orientation n Membeg Max. spacing Nall sizing options for prior to door attachment Thickness Spacing Maximum of fasteners installation of dr wall into g wood Framing members 2" x min. thickness NailsScrews Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head /2„ 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with 15/64" head Walls Either Direction 16" 8" 16" OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" l3ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail 0.092" dia.OxR 1 1/8" long with 1/4" head Walls Direction 16 8" 16" OR Gy1psum board nail 0.0915" dia. x 1/8" with 19/44" head. 19. ALL ceramic the 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 C11-18 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 accompanying smoke developed index not to exceed 460 when tested in accordance with ASTM E 8-4 insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sy 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' aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6" o.c. at all laps and two staggered rows 12' o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/1" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip Edge t Fascia V-1/2' \R-30 blown fiber loss in bottom chord of trusses 2" x V Sub-a::scia Kagan full o vent adfit installed umng 1/8' din shank x 1.6" long gale. roofing nails with 3/8' dia. head per product approval -sae chart *heat #1 5/8" thick light textured stucco on typical concrete block construction 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 (l) #5 bar cost_ for bottom row over openings 1/2" dryywall over I" x furring strips ai 14" o.c. with R4.1 rr-foil insulation on typical 8" Block walls 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 Jonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) = T m #5 bar vent. w/ 30' overlap at each filled cell Fill cell with concrete and el) #5 bar vert. (typical). Wood Bead Max. apacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermeah OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Pill Grade '-U 11-IIII-IIII IIII IIIIN-'-Iri 111I I I I l i l l I-14" x 14" Concrete Footing 14" with (2) #5 bars coat, and #5 T Y P I C ,A L SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" Install SGD 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 head per product approval O 0 Use 3/16" 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 I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door N Masonry Wall " Bottom Track ---Tgpical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Slid 1 n g Door D e t a i l 1 1/2" penetration at o.c. max. From each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough O en. Window Descrr tion PRESSURE ZONE I. 4'-5%,"x S'-3%" 54Vx 63%4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 W, Single Hung ZONE 4 3• 2'-2" x 3'-2j2" 21h"x 38 :" Single Hung ZONE 4 4. V-i' x 5'-3!/a' 38' x 63'/4" Single Hung ZONE 4 S. 4'-53,a"x 4'-2 Ve" 54%a"x 54 X" Single Hung ZONE 4 6. 2'-2" x 2'-2" 25' x 24 %4" Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 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'-O" X 1'-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-8" 41" x 83 %0 Fiberglass Panel - Insiong ZONE 4 C 5'-O" X 6'-8" 14' x el %," F °' "°"°" Sliding Glass Door ZONE 4 D 2'-O" X V-8" Solid Core - Wood - 6-Panel-BrFaid Finished 24" x 81 V E 2'-0 X 6'-8" Solid Core - Wood - 6-Panel F 3'-0' X C-8" Surface mounted S.C. - Wood 6 panel over 32' drywall opening G 2'-8" x 6'-8" x 1 N' Solid Core Wood, Steel, or Masorete Door H 2'-8" X 6'-8' Solid Core - Wood - 6-Panel J 1'-P' X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net ws �o i1-6t �AiB as�� 21'-0" 14'-0" 12" 9'-6" 121, 9'-6" 2 EGRESS 12" x 12' Concrete column oc I e wit concrete an (2) #1 bars vert, tied Into O lintels above ° EVIL Est C COVERED a DEC�Z',PPUII PORCH 4-," © a MASTER = BOCK rk oa o a ® o0 0 0o BEDROOM 8'-0" A.F.F. I Flat Ceiling © 20' 18" Tr I ° ry Van[ to be O i © 3445" high B C) GREAT r ICLOSET Mrr ) ROOM ry H.B. a- N /'`8'-O" to 191'-8' A.F.F. o I O Vaulteq Ceiling C BINET ORod t Shelf W 17 1 CLOSET I � SLOPED 1 Align ceding in I I CEILING 1 with wall co�nerl5" - - Ceiling Transition Lint IVI-111 4, .Ti„ O E o _ IlI - - - - to O `I O - ------ iv r- I � I I Psnvs tit p - r r I DWI u o Cabwit Ln / © I All n cabinet uNEENIs.(V) _ I fY FLAT witg outside CA6INET CEILING of ref. wall 4a•u venitp p Ory O KITCHEN Ya3tg5h tobe JUNIOR Q 8'-O" A.F_F_ 44 MASTER Zq1 if KFlat Ceiling BEDROOM "' Upper cabinets - I to extend over REF ! '-0"REP ® - - - - a 311, Flat Ceding L - oPEwN6 5'-O' 13'-211 0 5 r,Pr*.Vide u'Vanity to beOWD 34.5' highto R-II BellaW.H. W orQ t2tac Aec4ew 4$"pSteel BallardS I Q Clear walwith light ssheetde#t2adW 6'4" space for- -- -doorI I N 33"w kneeUJ.ns ce O2 CAR 5Panel po H.B. o �Q OOK in N ,I 5-eGARAGE 8'-4" A.F.F. -------Flat-Ceiling ---------- i O l e in S 0 MT w UNDRY 0 I lock walls in Garage 1 } rc I to be struck block I 0 O 5'-O' r Q/ OD I I v I I - )TEM ERED i I In line with door to laundry I I O M COVEREDallo 12'-8" s• I 21'-O" I Ln PORCH o I I o 01931011 80111 ®12" II'-8" 3'-8" 12'-8" UJ}nne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm tt GARAGE 5-1-19 THE MANOR it RIGHT Drawn by: Spanish Lakes 13958 Garza IMPACT C.C.U. 21 ig-93 Checked by: 13 St. Lucie Count Florida 0.R1R. y D..B. OF 5 y I INL.A I l.fl\/'It" Ill`,,/ I I_-*7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OP FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC, AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF IOOo PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN, G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at '48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—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 24" o.c. unless otherwise noted (see Section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" 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) 45 BARS CONTINUOUS 30" x 30" x VD COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB S 0'-0" #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap�11 S ECTI NS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6"x6" #10/10 WWM on Io mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VXV #10/10 WWM on 10 mil Visqueen over :.;:•;:::;, ;; r?C. ':., clean compacted termite treated fill as Grade E ' II li all = 14"w x 14"d concrete monolithic PORCH S LAB EDGE DETAIL „ footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" TYPICAL FOOTING DETAIL US bar vert, w/ SO" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM On 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermash OR clean compacted termite treated fill slope. Cx6" #10/10 WWM on 10 and Visqueen over #5 bar coot. #5 bar in curb clean compacted termite treated fill Stepp Q. foundation plan Grade G de Jill 10" 12) #5 bars Cont. bottom steel — 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 12" „ 14" = 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" f GARAGE CURB DETAIL 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of footer 16" below finished floor Verifg house slab iqql height in field =11I1= 3010x30"xl6" concrete column footing with (4) #5 bars each way �oA 2" x 6" PT wood secured with \ 3/8"ilia. x 6" 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 NTS 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 soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location O "5" • r'• • 4• mingle 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, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 349% #AACO00032 iv 1 4 �I 12„ 14 a 12" x 12" Concrete column block filled with concrete and - (2) #1 bars Vert. tied Into � 14'-0" 71 I IlrJll':JI i i_i_i_JLi_i_:._i_ ILJIUI I Il --———— — — — --i I FI FI , I I I lintels above 4" 1 O Rear Porch Slab to 9 L 1 1 -4 be poured separatelg I d) from House Slab. n 4 r 1 I Thicken footingg to 24% 14"d a x x 24"L Q 01 1 1 101 1 1 1 101© slay „ 0 0 C I under filled cell — — — — — — — — — — — — — rn — under girder bearing_ r FI Rear Patio/Slab to -----� � - I be flush with bottom of FI sliding door recess. Slope I" �I _i -i II-i II _, -i II-i II �I I I FI I �I I I I 0 I I FI I -� 4" concrete slab with fibermesh OR I I 611x6" 410/10 WWM on 6 mil Visqueen over -a _a I clean compacted termite treated fill I I I° -i ai 1 i _I 1° I I® 0 I I I FI I Po i� FI F- I F- I r- I II f- I I iQ I I — DWI IQ , OL 2 A/C O I ----------J 1 � I e "4 Steel 8alla d ® I I -4" Aeetde#211 on I 51 0 I , , 15o�A I Panel I I I 4" concrete slab with fibermesh OR I 6"xt" #10/10 WWM on 6 mil Visqueen over p w — — ( I clean compacted termite treated fill N 11 I - m 21' -0" roo a o®I QI o W — — J O 5'-O" 23 I I I I I CODe a W LU 1 4 0Ir I t o FI 8,I 21'-0" I � I ATTIMER ------------ Recess for �a 12" x 12" Concrete column Garage oor block filled with concrete and (2) #1 bars Vert. tied into lintels above 12" 16'-O" 2'-8" 114nne Building Corp. MODEL: 7HE MANOR '11 GARAGE RiGHT Spanish Lakes 13958 Garza IMPACT St. Lucie County Florida 35'-O" )ate Drawn Revisions Sheet 5-1-19 Comm # Drawn by: C.C.U. _ 19-93 Checked bg: B D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum g Shoath in Thickness 19/32 COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kati Area Edge Field Fastener Pressure Zone 1 4" 4" 8d ring shank 45 psf Zone 2 4" G" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for r of stated in permit info box on these plans for zone Concrete / Lintel Column Verify with Plan Rebar 1,48 Bar Dia. Min. overlap Provide 31:5 bare with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete ' SUB-OB/OT precast lintel sat in mortar-. Min. B" Bearing 12"x 12" Column Block Rebar to Lintel Attachment NTS Provide #6 bar set in pre -cast lintel into beam where length of the opening cells for it. =,i':I Provide PT Buck I>-. F. ,,,I i• ,..1 attached per jamb I.'.' "• etads into filled cell 'S Y' 4" Pre -cast Sill I l'r t. I:.::?� Poured Filled Cell ROOF I I— A I Scale : 1/2" = 1'-0" Overhangs at 1'-0" unless otherwise noted on this sheet Roof pitch at �4:12 unless otherwise noted on this sheet 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 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 Provide #5 bars with min. 48 bar iameters overlap rn filled cell. Tie filled cell steel into continuous Pooter steel. y. Concrete Footing ease Pouter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" 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 lager of ASTM D Tggpe 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. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 44 blocking to vert. leg of ss truwith IOd x 1.5 made at 4" o.e. Install Simpson MGT into wall met 5/8" die. threaded rod set min. 15. into wet beam and (22) IOd mole into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt undarlagment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tm caps and with 1.25" ring shank pads spaced L o.c. at all laps and two staggored rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet oe Additional Precast Lintel #5 bars x .,y.'i&'+aIC1PAR Lintel Length Bar Length Clear Span A Bars " e B Bars 2'-10" 2'-8" I'-L" 2,1t3 none i�.rtii i ii i 3'-C 3'-4" 2'-2" 2,#3 none 8P8-013/IT 8F8-IB/IT BF8-I5/2T Additional 4'-0" 3'-10" 2'-8" 2 2t3 none are CLEAR f;,;;: .<; �,. 4'-4" 4'-4" 3'-2" 2A3 none ne Row oP H +hi' 5 -4 5 -2 II 4'-O II none ; .s^•;i: Block Above :'.d:.: � 2,#3 5'-10" 5'-8" 4'-4" none '• ,_ '± ':'r�:it"',' 2,44 Precast Lintel' 6'-L" L' -4° S' -4" none It Additional I:':':,% i 2,# 4 iL____y #5 bars 2 #5 �'-L" T-O" L'-2" none BPIL-IBAT BFIL-IB/2T 81-4" 1'-10" 1'-o" 2AS none NOTES: I. min. coverage of steel-1.5" 2. min. bearing required w ea, end -a' ALL reinforcing steel is grade LO. 3. standard for reint. ateel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Cast -Crate Specification Rows of "H' Block Above " " Bottom Steel Sim Top Steel S'm Max Gravity Load (PLF) Max, Uplift Load IPLP) Max Lateral Load (PLF) L22 2'-2' 3'-L' BPS-OBAT 1 85 300 150 1024 Lai T-L' 2'-8' 3'-l' 4'-0" BFB-OBAT 1 05 2561 1365 111.3 L45 4'-5' 5'-10' SIRS-OBAT 1 #5 1105 90M 339 L50 5'-0' L'-0 BIR8-OBAT 1 #5 1235 835 121 LLO L'-e" 1'-6' BF8-OBAT 1 #5 1011 '12-1 534 LBO a,-o' 9'-4` BF8-I13/2'r I #5 2 #5 152 591 1 512 L90 9'-0' 10'-L" 8198-83/2T I #5 2 #5 L43 530 401 L908 9'-0' 10'-V BFIL-I8/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-O" Il'-4" BFe-I8/2T 1 #5 2 #5 582 494 452 LIOOS 10'-0' II'-4" BPIL-I5/2T ONE 1 #5 2 #6 13LL 1028 452 LI20 12'-0" 13'-4' SFS-IB/2T 1 #5 2 #5 411 428 324 L1205 IT-O' IV-4" BFIL-IS/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O` 15'-4' BPIL-I15/2T ONE 1 #5 2 #5 1250 LOM 1 259 L160 ie-ow 11'-4' BF8-6/2T I #6 2 #5 300 992 194 LMOB IL' -ON IT-4" BFIL-I15/2T ONE 1 #b 2 #5 950 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Brace Gable and with 2" x 4" SYP #2 — 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 12 2 Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES hurricane anchor at each truss with (10) IOd x 1 1/2 nails ® 24"o.c. TYPICAL ( 24" o.c.) supporting Max. ( shop drawings by manufacturer ) IBIOIbs, uplift Aluminum Drip � XXXXXXXXXXXXXU / R-30 blown fiberglass Edge t Faaeia 1/2" this stucco on 3/8" hi—nb lot attached to horizontal and vertical in bottom chord or trusses 12" bed framing with nails or &tople& to provige 2" L" Sub-Fascl no lea then 1-3/4' penetration intg I/2" dr all with smooth finish x horizontal wood freeing and 3/4° pegetraew„ into vertical aced framing members Two rows of beam block filled with concrete end (1) #5 bar cont_ in each row. Substitute Kagcmi Pull o vent vmgl soffit installed precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over Using 1/8' dia shank x 1.50 long gals. openings rooting nails with 3/8" dia. head per product approval - see chart sheet #I 5/8" thick light textured 9 1/2" drywall over I" x furring strips at IL" o.c. with R4fii -foil 12" x 12' concrete column stucco on typical concrete block construction .1 insulation on typical 8" Block walla block filled with concrete Varies - see plan All drywall to be installed per FBC R102.3.1 and (2) #1 bars vert. tied T and shall meet all pertaining ASTM codes. into lintels above #5 bar vert. w/ 5o Mortar to be Type "M" only proportioned per FBC Mortar RL01_I 30" overlap and joints shall comply with FBC R601.2.1. thicken edge to 8'x8' Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) with concrete and at each filled cell one #5 bar continuous BEYOND Fill cell with concrete and Rear Patio/Slab to (l) 95 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unlless otherwise noted see foundation plan notes for Top of footer IL" below finished floor Beae spacing at openings Step per foundation plan 4' concrete slab with fibermesh OR to OxV #10/10 WWM on L and Visqueen over Slope per foundation plan clean compacted termite treated fill =1III—IIIIIIII i':a,' illy,, .>'R�•`�:'=1IIIIIIIIIII,,;.IIII����������� � ���� �111- EI IIII1=_IIII „il_ji—��_iiii_II 3 Typical Section at Front fi orch Scale : 1/2" = 1'-0" Braden It Braden AIAe PA Wgnne Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE MANOR 11 Tel : (112) 281-8258 Fax : (112) 2 a�-8283 Spanish Lakes E-mail: bradenaia comcast.net 5p Lucie Count Florida Sr,iwrr CI 'A,4QQL iteArnnnnA7 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss rota beam either wet set or In epoxy with —� r ( 24" o.c.) subtiortina Max. i�oil o_ N set IEWWWAdWAA — — I I JArd W"d VAA N 11 I I Avg FA WAR 11 A 11 VA WA OAVA E NVA W-A 0 1101 www"A Ara 401401 Gulf Coast SuppIg and MPG 5v Crimp Metal rool'im FL #11(51.12 BI 2L pa. 5v crimp metal roofing attached 1�.plqwood 5ack using 11:9 x 15' 1 e)pt= IA laps fastened with corrosion resistant to caps and with 1.25" ring shank nails d 4" ro.c. at all laps and two at 1� rows 12" o.c. In field. Attach Attic Access with light sale So Nis Provide (2) HETA 20 META 20 straps at this location Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) Suppportingg Max. 1810 1bs• upllft MODEL: GARAGE RIGHT 13998 Garza IMPACT Date Drawn 5-1-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions I q Sheet I Comm # OF 5 PANEL "A" Poles BR Load Wife Description tire# tire# Description Wee Load Bit Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.6 ku 30 2 3 4 2 30 4.5 kw slo 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 l g 1 20 1.8 kw 912 Pump 9 10 Dr er $10 5.0 kw 30 2 11 12 1 20 1 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1 1.5 kw #12 Microwave ,5 16 Refrigerator #12 1.2 ku 20 1 I 20 1 1.5 kw 212 Kitchen S.A.C. n I8 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A,C. 19 1 20 1 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 2L Recepts #12 - 20 1 1 20 1.42 Ike #12 2l 28 Recepts #12 - 20 1 I I5 #14 General Lighting 29 30 Recepts #12 20 1 I 16 #14 General Lighting 31 32 Recepts *12 20 1 I IS #14 General Lighting 33 34 Exterior GFCI #12 20 1 I IS #14 General Lighting 35 34 bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 16 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I - spar 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3_ watts sq. Ft.) Small..Appliance. Circuit(s). . . . . ....... . . . . . . .. Range.... .....1... ....- ............ ......... ............ Refrigerator................................................... .Microwave ................................................................ ash. .Dish......Wer.................................................... Clothes„Washer................. I - - ....................... . Clothes Dryer ... . .. . ,Water. Heater. ........ ..................... ...... Water. Pump ................................................... Garage. Dgor. Opener ........................................ 1135 3 5,205 2 11500 3,000 1 12,000 12,000 1 1200 1200 1 1.500 1.500 I 1.200 1,200 1 11200 1,200 1 5,000 5,000 I 4.500 4.500 1 1,800 1,800 1 810 810 Total Watts 3l,�f15 First 10000 Watts 9100% 1 10,000 10 000 Remainder 21,415 940% 1 O IO19L1 Electric Heat or A/C 10,000 OILS% 1 10,000 10.000 Calculated Load Watts 30,"ILL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.63 Panel Size Required = lSo Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed P6 Push Button Switch fS Exhaust Fan _8 Duplex Outlet <} Ceiling Mounted Light Special Receptacle O- Well Mounted Light Waterproof, ground fault interruptaii ro Light with Pull Chain (attic) ® Floor Duplex Outlet 0 Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light TQ Thermostat ® Electrical Panel �) Central Vac 8 Electrical Meter ® Smoke Detector Calling ran © Television Jack Telephone Jack A a c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up i❑ Intercom = JUNCTION BOX TO SUPPORT A FAN 0 = THERMOSTAT LOCATION BSA = Balanced Air Electric Notes: A/C disc. AM #2/0 Aluminum feed I h' Conduit PANEL COVERED PORCH I I I I GREIAT 221 CFM R O M loxioxe I I I I ' I I I I I - - - - - - - - - - - - - - I i owl l o 0 Ir000KITCHEN 221 CFM IoxlOxe 12" 116 CM I IQxI r 100,% I I DO L - - - - - - - - - 20x7A BAA [757 71 Venti tlr II/o IC-J Sofit 2�A�MM iu DE38J iI -� 1 � > I IIL" 41 i NOOKis Clo IOXLx5 I. Use co per wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. AHu 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC l FPL L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are regcared in all rooms except 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RMIG02 2• rigid service FPL to #4 coppoEsw a slab 10. A/C RefrlgBrant fines that are run thru slabs must be ev sleeved in PVC C T R f C,4 L RISER II. ALL A/C Equipment shall comply with energ calculation Ica a 40 FM IOxLxS W LAUNOR 11K a COVERED PORCH B/A r a ICJ 121 CFM IOxIOx6 MASTER BEDROOM 121 CFM IOXIOXL N _ _1Q_ _ ---- 4�J B/A a 9 CFI CLOSET �,"'"'A l 1�11 mlia _3 II4 CFM 8x4x4 JUNIOR MASTER 93 cFM BEDROOM IOXIOXL 22" x 54" I 4"19 Steel Ballard Attic Access; Sse detad� with light J sheet #2 L - - - - - 150 Amp 2 CAR Panel GARAGE ------------------------------ I I I I i I i I 1 I I I i I I I I I i I i I I i I l I I I I I I y MEC�-,4NIC/4L LAYOUT 12. All work shall be performed by a licensed electrical -Contractor shell use AL-CU Landing lugs. NTS contractor, the completed system shall be fullyy operative. - Contractor shall torque lugs I.Land 13. Contractor shall pay for all fees, permits, testing, and manufacturers 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 = THERMOSTAT LOCATION SCALE: I GI 11 - I i -Orr interference with the progress of construction. 19, The electrical system shall be completely and effectivelyy 15. All required insurance shall be rovided for rot ection grounded as required by the latest edition of the N E C against the public liability and property damage for the duration of the work. 20• All material shall be new and shall bear underwriters' IL. Contractor shall guarantee all materials and workmanship labels where applicable. free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, 21, All equipment and panel sizes shall be verified before or one year from closing sale of house. ordering. The contractor shall provide circuit routings to Correction of defects shall be completed without additional suit the fob conditions. charge and shall include replacements or repair of any other phase of installation that may have been damaged. 22. Furnish and install all fixtures as called for on the plans 11. It is not the intent of these plans to show every minor detail or as selected bg others. of construction, The contractor shall furnish and install 2'. 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'-I" 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 company. 25. Dr er Vents to be installed y per FBC RMI502 Attic Venting Calculations FBC 2309 Total Attic Space = 2481 sq. ft. Venting Ratio I/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit Braden it Braden AAA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 3499L #AACOO0032 SEE MANUAL "J' and Energg Calculation for Unit into 50 AN CFM Exhaust Duct Thru Soffit INCLU©ER8 fittJAWP ', Aga SI A Opt. PATIO SLAB / \ \ \ wP GFC COVER D 1 '9= PORC F Vvi I MASTER BEDROOM ry / / cc�fl / Smoke / Carbon Monow Combo GREAT ROOM I� I � I � \ \ smoke / GWbon 'Mo\nowds DeNc C 5 GFCI - - - - - J - - - _ CHIrIE6 T GI FCI 1 QD 1 I� GFCI CLIOSET .1 :LOSET JUNIOR 'KASTER KI, CHEN 1 \ \ Ln 9=\ \ \\ 4" Exhaust T� S Duct Thru Q \ Wall a W AUNDRY 1 \ e a B to carmair1 Wire For Front Post _ Light WP GPCI COVERED PORCH 50 CFM \ \ FAN \ *10) Ij 2 h GFCI W.H. 22" x 8',4' 4"cP Steal Ballard Attic Access I See detail on with light I sheet #2 3:�--Pull chain PC light in attic 150 Amp 2 CAR Panel OPTIONAL PANEL GARAGE 42"h GFCI r-----------------------------� Garage Door i j Opener I , I , I , 1 , I , I , I , I , I , I , I , I , I , I , I , T LUr,I B000 Exhaust Duct , Thru Soffit Install oulet under disc, k shown for clarltlq a \ �v E xa ul Oa�m ELECTRICAL FLAN > Post Light with vo Photo cell SCALE: 1/4 = li-O" Wgn ie Building Corp. MODEL: Date Drawn Revisions Sheet Comm 4 5-1-19 -�~ GARAGE fawn THE MANOR 11 RIGHT Drawn by: 13958 Garza IMPACT c.c.u. F -1 I9��3 Spanish Lakes Checked by: St. Lucie Count(g Florida D.R.B. __ OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 21-10" 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. I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI iu Span Spre er Baregrees 4nor ss Tag line 112 span � Tag line �14IP oof Span approx. REFER TO BCSI Truss must be set this way f crane is used. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. ur trusst match mass TrussInsist Insist crane operator sets truss this way. aerie operator th s All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. A!* AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING s ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT EZBRG WALL @ 81- 111 d ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' aa 24' IN LENGTH!! Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 35-00-00 Co J3 r 5 J5 7, C B A7 - A6 A .. - A4 — - A2 A2 0 0 r� N x A2 A2 A2 13-07-08 ..,._.- A2 - - - - .A 2 A2 0 z 0 O N .�L ODD SPACE 10-08 Al Al o 21-04-08 N 0 0 N Al n Al A, Al At Al Al Al _.�,.., - . CT A Al ITH/ 9 B.C.B.C. PANEL LOADED WITH/ (2) 75 LBS POIN LOADS ON T.C. PER TRUSS FOR A.H.U. A! At o- 0 m N 7' SET BOSTON HIP TRUSS -BACK BHA 0 5 u5 0 o 0 0 .j1 7-08-00 22-04-00 3-1 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT ]U CORNDER JACKS ARE NOT BEVELED. ti rc SEE STANDARn pw ENGINEERING. p Z OUO 9 e N 24" O.C. THRU CORNERJACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY _ I REVIEWED I h CODE COMPL .. ST. LUCIE CC BOCC ---14 12 .a x 12 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: VAULT. Z3-15 O 00 1-00-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED -he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authorial letermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery - Indersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers T (hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers op4 \fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss 1e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. BuyE esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per I Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable p nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled dat ielivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees tD pay Chambers T seasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge W added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaran Dayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by ecipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referrer erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11, Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities onstruction Using Metal Plate Connected Wood Trusses ANSIITPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they of set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and propert and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be sleet plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC can er venue Fort Pierce, Florida 34982.6423 800-551-5932 Fort Pierce 772.465.2012 Fax 772-465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM The l rcniicef'a or Architect's representativsa`.:. shop drawing approval is NOT a "double check" of the contractor. The contractor %hail remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr vity and uplift loads and their r tive locations. pe 1 Approved By:_ LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SEC 1604.6.1 91*9111:3i[d:111iZIAY1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75990 SCALE: 1 /4" = 1'-0'r 82 total trusses, 15 unique designs Designer: BLW Reviewed by: Date: 05/13/19 FOR Wynne DESCRIPTION: 13958 GARZA / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE 60=