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HomeMy WebLinkAboutBuilding Plans8'—I" T.O.B. O'—O" . = Finished Floor 12" 12 4 ISLOPE 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 screwswith self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ❑❑ ICI 5/8" thick light textured / — stucco on typical concrete — — — — --———————————— — — —L—— � — block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE. 1/4" = 1'—O" E L E \/ %` T I O N NOTES: Gulf Coast Supply and MFG Sv Crimp Metal roofin FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood gdeck using 49 x 1.5" ( yt pe 2)e30wlbh felt sealing einstalledl with min. spacing laps and ASTM 4en laps fastened with corrosion resistant tin caps and with US" 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 LE-1 12 ,,LOPE 4 ------------ 5/8" thick x 8"w cut `� 5/8" thick light textured / Finish Columns with coral finished stucco bands stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" — Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -4:12 unless otherwise noted — /any 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. 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" 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 12 SLOPE 4 2„ _ .H. 2„ 5/8" thick x 8"w cut H. Cora finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction --——————————————————————————————— — — — — —— O,_ " = Finished Floor IRV RIGHT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board 11 11 / 2 x 4" P_T_ bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearina Partition Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenala®comcast.net Stuart. FL 34994 #AAC000032 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 underlayment installed with min. 4' side laps and L" 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 F u. 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction FRONT ELEVATION nts WQnne Building Corp. THE GEMINI Spanish Lakes St. Lucie County Florida 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer 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 Tr-12SLOPE 14 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 Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. II Wind Velocity: 145 mph ultimate Mean Roof Height: '- " Roof Pitch: Internal Pressure Coefficient: to -IS Tvgli'm Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components E Cladding Wall End Zone Width: 3'_4" Components E Cladding Wind Pressure (NET) I-TI o done: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 Walla Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Sal Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 pef ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 15— psf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: \ \"a, Date Drawn Revisions 12-15-20 GARAGE Drawn by: RIGHT J Checked by: �EVIEWED FOR 0. R . B . CODE COMPLIANCE !gT" BOCC Sheet Comm # I1-209 B OF 5 1 FILE Co FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to 31" high by 4" diameter proceeding with work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. c" 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSf concrete. o �2" 2 ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I, grout mix '^ °a/a" ° b. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5.16 ' 1. ALL wood in contact with concrete shall be pressure treated. 0 0 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 2�� 2" handicap accessibility requirements. h2 V2„ 12. Lowest finished floor to be set by Governing Building Department L" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside Of the roof deck or on the attic walls shall comply with F-B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C'19, C475, C514, C630, C931 C`✓f60, C1002, C1041,C1111, CIIl8, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Ned sizing options for installation of dryywall into wood framing membera 2" x min. thickness Nails Screwy Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler naiOR 0.080" dia. x 1 5/8" long with 15/64" head Walls Either Direction IL" S. IL° OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head e 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail OR 0.092" dia. xx 1 1/8" Ion with 9 1/4" head Walls Either Direction IV g• 16" OR Ggpaum board nail 0.0915" dia. x I 7/8" with 19/64" head. AREA CALCULATIONS Living A/C = 1839 Sq. ft. Front Porch = 26 sq. ft. Rear Porch = 100 sq. ft. Garage = 311 sq. ft. Total Under Roof= 2,282 sq. ft. Total Cubic Ft = 15,581.6 2- 1 T 3" 2" I `• 2" VTR LI,V-1 Llav-i 1 2" MASTER BATH 2" 2• AAv wn-I uc- 2LAV-1 " 2" 2- 2. KITCHEN J J J J i LAUNDRY J I J ! LAV-1 / 2" POWDER we-12' VTR _3 MASTER wc, i x" ,, BATH 82 INSTALL VilLKEM BLOCK SEALANT P L U M B I N L.; R I S E R ON ALL JAMB, HEADER, AND Install windows thru buck into SILL BLOCK PRIOR TO BUCK block with 3/I6" tap -con with INSTALLATION 1 1/2" penetration at 6" o.c. max. Attach buck to block wall with from each corner and 20." o.c. max I/4" die. Elco cone screws with min. thereafter andaidper product aoprovalx 1 1/4" penetration at 12" o.c. max of wall face P p approval and 4" max from each corner thru of wall Buck to be I" x 4" PT -� ! \ Exterior face 2" x L" PT Buck / v.-. of wall --\ / t I"x4" P.T. Buck nailed to lock with case hardened nails Detail at Window prior to window attachment 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompangin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using 99 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 V 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" c-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 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supportmg Max 4 �- at 24"o.c. TYPICAL Ie101ba. uplifc (shop drawings by manufacturer) Aluminum Drip -P R-30 blown fiberglass Edge t Fascia in bottom chord of trusses V-1/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete end (U #5 bar cont. in each row. Substitute Kagcan full o vent vmgl aorrm installed precast lintel filled with concrete and (U #5 using 1/8" dia shank x I F long gaiv. bar cont. For bottom row over openings roofing nails with 3/8" dia. head per product approval -see chart sheet 81 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 Fi-foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete and stall meet all pertaining ASTM codes. block construction Mortar to be Type "M" only proportioned per PBC RL01.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap PIII cell with concrete and at each filled cell lU #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see Foundation plan notes For ase spacing at openings 4" concrete slab with fibermesh OR L xL #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade _ I_I I I 11111 I��Li-,,0 11I III1I' 14-w x 18 Concrete footing 14" trawitnsver e5 barssnd at 48" eo c. tt5 TYFICAL SECTION Scale : 1/2" = 1'-0" NTS crews thru jamb into buck ige and 15" o.c. max and ,or attachment NTS rl Window Schedule Mark Size Roucih O en. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3%" 54%"x 1.3%;" Single Hung ZONE 4 2. C-2%a"x V-3 %a" 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 1 54%a"x 54Ya" I Single Hung ZONE 4 5. 4'-O%a"x 4'-2%e" 1 715%'x SOY." I 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 beg contractor With manufacturer s specs prior to construction i Door Schedule Mark Size Rough O ening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door IMPACT RATED ZONE 4 B 3'-0" X 6'-8" 41'/4'x 83%" Fiberglass Panel - Inswing RATECT D ZONE 4 C L'-OH X C-8" 13 %," " x 83" Single Lite French IMPACT RATEO ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-1," X C-8" Solid Core - Wood - 4-Panel F L'-O" X 6'-8" Solid Core - Wood - 4-Panel - double pocket G 2'-8" x C-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 4-Panel J 2'-L" X L'-e" Solid Core - Wood - 4-Panel - Bi-Fold K 4'-O" X , -8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-4" X :'-8" Solid Core - Wood - is -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO SOX ON SHEET All rough opening dimensions to be verified bg contractor with manufacturers specs prior t0 construction info #1 Elm 7 12'-O" EGRESS SITTING 0 0 Covered Porch ROOMt+l L4 - iv 10'-O" S � - bo n c0 MASTER ® BEDROOM D e'-O" A.F.F. I Flat Ceding 8'-0" to T-1 " A.F.F. Vaulted eihng O GR AT G RG O M Rod Shell 20 -8 6' 4" 4' OD I I M 1 I 1)I 1 Vanity to e 0 N I ell O 4112"high to 9'-8" A.FJ 2" x 6" knee -wall � L S E T Vaulted Ceiling I below counter top p[ I O Mrr r DINING I I ROOM 1 - low - ,� F 8" LRod Shelf ALINEV LINEI BIN! 1 e i IS 1 aD '� BAT 1 High Wall ° o I �o Kl.TCHEN o < N 4, 1- 2" r� -O° A.F.F. OL �y 4'-5" l v--v, Overhang �' Flat Ceiling -------- _o„ o io'-5° 12" - - an ry L pper ca mats to e r xtend over Ref. _ an I Q El - ® � y - pens to AfH'ff / \ oOWDER 1LIN' N _ w J'I �° 22" z 54-Provide auto Rod t Shelf >PI Attic slitss closer r. snit t/Q Q See deteitO St hraB h®etyshiOSET 1 - I 150 mp m Pan I H.B. 1 rc to oc GARAGE A.F.F. O Flat Ceiling We to O °UU - v aWq r =N O B _____________ E ERGEN Y Block wall In 1 DRESS garage to be O JUNIOR p p T I struck block I " MASTER ©C V RED BEDROOM PO CH I 1 #2 1 8'-0" A.F.F. Q O -1 Flat Cei 0 _� 2'- 1" 3'-S"E 9'-O"' 6 I D � 12'-8" Braden It Braden AIIA, Pro W nne Building Corp. Architects - Planners l Tel S.E. Coconut Avenue (112) THE G E I I M l N l 281-8258 Fax E-mail: : (112) 28e1-8283 bradenaia comcast.net Spanish Lakes Stuart, FL 34996 #AAC0000A2 St. Lucre Count y Florida 14'-O" MODEL: Date Drawn Revisions GARAGE 121-15-20 RIGHT Drawn bg: C.C.U. Checked by: D.R.B. M 0 W Vent fdleri 4'-O" Meter O-0 00 4p! � Nu_ Sheet Comm # 2. 17-209 B 0F 5 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 `. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WiND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN 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 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 4. 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 b0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled c (D #5 bar vert. (tgpicaD. Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xC' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade : U —IIII— III —IIII—IIII—IIII IIII IIII— 14"w x 18"d Concrete footing IIII=IIII IIII—IIII- with (2) 95 bars coot. and 45 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL =1 SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per ,..;„ foundation plan ) #5 bars Cont. bottom steel DETAIL AT GARAGE STEPDOWN 12 x 12 concrete column block filled with concrete and (2) u1 bars vert. tied into lintels above Top of rooter I6" below finished floor 0 SCALE 1/2" = 1'-0" IIII=III I' LM 30" COLUMN FOOTING DETAIL Grade 30"x30"xl6" concrete column footing with (4) 95 bars each way SCALE 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 VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ A Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Contractor to provide proper foundation chairs for proper steel installs ion 30" min. 30" overlap Corner Steel La at each filled cell nts 95 bar cont. in curb--, urb Fill cell with concrete and (1) #5 bar vert. (tgpicaD. Filled Cell Masonry Column With One Curb height Max. spacing shall not exceed 48" unless otherwise noted tt5 FFooting From g To Tie Beam Verifg based on Wood see foundation plan notes for Conc. Fill To Be 3000 PSI foundation plan Base spacing at openings See Floor Plan For Location c 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over .a clean compacted termite treated fill '•'•• GARAG go 1®i i 14"w x IB"d Concrete footing -1II=11 with (2) #5 bars cant_ and #5 3" transverse bars at 48" o.c. RB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with I/2"dia. x 6" expansion anchors with 2" sq. washer 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. O 'H, f:r •• y} Single Filled Cell Column NTS FOOTING SCHEDULE Description 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS osize 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O" 12" I :. '1' 9'-0" : 1 25'-0" IIJU 4 Q_ �I 3 I O � I 1 to ---- - oD aI oI__Io ooi_FI_ oo ;,___ =__ _— — — — --_— r — �c O I� Filled cell under I � of FI girder above I I 4 I o I IL i o O I Rear Patio/Slab r I I to be poured separate from the house slab. I I Thicken 'footing to 24% x Hod x 24"L under filled cell FI 1 under girder bearing. o I I oa o �� o Doi I I o I I ZH.B. I 4" concrete slab with fibermesh OR I L"x6" 410/10 WWM on d, mil Visqueen over I clean compacted termite treated fill 1 I7 FI I I -i I -i FI II -i II —i I i _i 0 oI I of I I 0 oI —i w -i I O I © I o H.B. © I� ) I Uu I of I I I t� I I I I F- " —i I ° I I to p I FI 4'-0" a ❑lo O o r — —�2— —Q --- I I I 4"0 Steel Ballard I I ®filled w/ Concrete v� I ��,a I® I I I I a;E I c� 3 I II LU CL +, I r— oo_� o I © go u Q I � of � to O r-------��---- IN e7 t Recess for o 0 M M_ T-O" 5'-2" O I "v- O I v O m b I ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX I'll wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 KauArea Edge Meld Fastener Pre xure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 61, 8d ring shank 14 psf 3 �{" " 8d ring shank 84 psf Ione * Zone 3a 0 6 6 # 8 wood screw 112.5 sf p ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar 1,48 Bar Dia. 141 Min. Overlap ROOF FLAN - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET - ROOF PITCH AT +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 VERfFICATION - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Trusses at 24" o.c. see shop drawings by others R-19 Cellln 12"x 12" lumn Block Rebar to Lintel Attachment R-30 Batts batts ceiling transition -dad using metal studs 'erifg exact configuration :ea \Drgwall ceilin9 see typical section tranSltlOn InSUIdtlOn Detall NTS n nLs SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg oP truss with IOd x 1.5 nails at 4" o.c. II Simpson MGT into wall using dia. threaded rod set min. 12' wet beam and (22) 10d nails into truss Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar-. Min. 8' Bearing TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8 thick Ilght textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs_ Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 311451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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" 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 01- Additional Precast Lintel #5 bare = ay CLEAR Lintel Length Bar Length Clear Span u A Bars n " B Bars %"t•f` i T-10" 2'-8" 1'-6" 2,#3 none 3'-1 3'-4" 2'-2" 2,43 none aPO-OB/IT 81128-I5/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 t#3 none - #5 bar* ., • •.. CLEAN���r,�:` 4'-6" 4'-4" 3'-2" 2.#3 none me Row of "H" Block Above 5'_V 5'-2" 4'-O" 2,#3 none recast Lintel ;;-;.^ 5'-10" 5'-8" 4'-6" 2,#4 none r it �� '�' `.`:.'. 6, 6,. 6,_4„ 5,_4„ 2U4 none � Additional � I ,s____y #5 bare 1'-6" 7'-0" 6'-2" 2 #5 none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" I T-O" 2A5 none NOTES! ALL reinforcing steel is grade 60. I. min_ coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for rant. steel—ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete S ecification Rowe of "Hu Block Above " " Bottom Steel S1ze Top steel size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" V-V BIBS-OBAT 1 #5 300 1549 1024 L31 2'-_6gg" 3'-I'• 4'-O" ere-OBAT 1 #5 2561 130 163 L45 4'-5" W-Io' 8F8-OBAT 1 #5 1105 909 339 L50 5'-O" C-L" ere-OBAT 1 #5 123a 835 121 LLO C-8" T-V 8F8-OBAT 1 #5 1011 121 534 L80 8'-O" T-4" 8F8-II 1 85 2 #5 152 511 512 1_90 9'-O" IO'-L" BPS-IB/2T 1 #5 2 #5 643 530 401 L90B "I IO'-L" BFIL-113/2T ONE 1 #5 2 #5 1533 1183 401 LIOO 10'-O" II'-4" 8r8-IB/27 1 85 2 #5 582 494 452 LIOOB 10'-O" ll'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1366 1028 452 1_I20 13'-4" 8F8-IB/ZT I #5 2 #5 411 428 324 B L120'-O' 1212'-O' 13'-4" OFIL-IB/2T ONE I 1 #5 2 #5 1015 110 324 LI40 14'-0' IS'-4" BFIL-I15/2T ONE I 1 #5 2 #5 1250 Loll 259 LILO IL'-O" IT-4" 8F8-II 1 #5 2 #5 300 142 194 LILOB IC -ON IT-4" BFIL-IB/2T ONE 1 $5 2 #5 9so Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTEL5 OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2' nails - ( 24' o.c.) suppporting Max. 18101bs. upldt 12 4 Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) 10d niI at each web Simpson HETA 20 hurricane anchor at each truss f 24" o.c.) supporting Max. 1810 lbs. uplift Provide 45 bar set in pre -cast lintel into beam where length of the opening Dells for it. :.1L �':z f .i• " f y •Y..�'i' .•%1"JA4ie a:r,t. f',��, I L;;i di•n Provide PT Buck attached per jamb etaila into filled cell 4' Pre -cast Sill Vt..,l iL;J ('•;r l If J --Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. _i..:..:.,� •�' ::ice.:...��; :._� Concrete Footing (see tooter schedule . ........ .. .... .. ..... :�:.�:-r✓ -'- ^...'. for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" N N � X r N Q a a Brace Gable end 1.- with 2" x 4" SYP #2 LLI a Oft back nailed to bottom of top chords using (2) IOd = s N nails at each truss u U to O 6 to a7 n- u (y PRE-ENGINEERIED WOOD TRUSSES s ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) ( Aluminum Drip ' \R-30 blown Fiberglass Edge f Fascia 1/2' thic stucco on 3/8" hi -rib lath in bottom chord of trusses attached to horizontal and vertical wood 12" Praming with nails or staples to provide I/2" drywall with smooth finish 2" x L' Sub-Fasci no less than I-3/4" penetration into horizontal wood framing and 3/4' penetration Two rows of beam block filled with concrete into vertical wood framing members —and (1) #S bar cont. in each row. Substitute Keycnn Pull o vent vingl soffit installed tar recast ntinfor bottomirowcovert0 and openings 95 using 1/8" die shank x 1.5 long gaiv. P g roo►mg nails with 3/8" dia_ head per product approval —see chart sheet #I I/2" drywall over I" x furringg 5/8" thick light textured strips at Id" o.c. with R4.1 frfoil stucco on typical concrete insulation on ty ical 8" Block walls 12' x 12" concrete column block construction All dr wall to be Installed per FBC R�02.3.1 block Pilled with concrete 9 and (2) #1 bars vert. tied Varies - see plan and shall meet all pertaining ASTM codes. into lintels above ao Mortar to be Type "M" onlyy proportioned per FBC R601.1 #5 bar vert. w/ and Mortar points shall coinply with FBC RL01.2.1. thicken edge to a"x8" 30" overlap Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...> with concrete and at each filled cell one #5 bar continuous BEYOND Fill cell with concrete and Rear Patio/Slab to !13 95 bar vert. ltypicaU. be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted To of Tooter Base see foundation plan notes for P spacing at openings 14' below finished Floor Step per foundation plan 4" concrete slab with fibermesh OR 61 #10/10 WWM on 6 and Visqueen over `! Slope per foundation plan °g clean compacted termite treated fill Rr I I- II IIII I_I I I"III IIII IIII I+I ,, III I III IIII-,III ,IIII -IIII=III -IIII-IIII IIII .' IIII��IIIIIIIII IIII,,, IIIII11111 ii—ii_I—i�-IIII 3 T,4p ical Section at Front Forch C;e;Iv . I/7° = I'-n" Strap truss to wall using Simpson MGT with 5/8 din. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per yletail on this sheet 00 II WA C4 VIA MA LLI Bill 11) E is JLL V side laps and V end d) Attic Access Tight SLOPE 1,4 L--- with Brace I with 2' of top a mails at 0 FAIN Simpson H hurricane ancfio� ii -6 aML I s X a, rn c LL LL LL N al u � 00 co N sable end K 4" SYP #2 min. nailed to bottom horde using (2) IOd each truss -2-19 PANEL "A'1 Poles SR Load Wee Descnption circa circa Description Wire Load SR Poles 1 20 1.2 Its #12 Rerrigerator I Range aL 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 ko #12 Kitchen S.A.C- 5 L Driler #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. s 1 20 #12 Bathroom Recepta 9 10 Air Cmdefflem #10 5.0 Its 30 2 - 1 20 1 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 1 Air Handlat #10 5.0 kw 30 2 1 15 - #14 Ganeral Lighting 15 16 1 15 - #14 General Lighting 11 18 WH #10 5.0 kw 25 2 1 15 - #14 General Lighting 111 20 1 15 - #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spare - Spare 25 2L Spare spare 21 1 28 1 Spare Spare 211 1 30 1 Spare PANEL "A" LOAD CALCULATION SHEPT Load Description Qt . Watts Total(Watts) Small. Applmnce, Cgcwt(s) . , . Ranfle......................................................... Refrigerator . , .. Microwave ..................................... Dish Washer ................................................................. Clothes.,Weaher............................................... Water.,Heater...................... ........ I................. Garage. Door. Opener ........................................ 2496 3 2,283 2 1.500 3.000 1 12.000 12,000 1 1,200 1,200 1 1,500 1,500 1 1200 1 1200 1 1,200 1,200 I 5,000 5,000 1 4,500 4.500_ 1 810 _ 810 Total Watts 31,898 First 10000 Watts 9100% I 110.000 10,000 Remainder 21.898 e40% 1 O 11,159 Electric Heat or A/C 10.000 e65% I 10,000 10,000 Calculated Load Watts 31,159 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 1 129.83 Panel Size Required = 150 Amps lectrical S mbol Leend -] $ Single Pole Switch ® Recessed Can Light St Double Pole Switch ® Eyeball Recessed FS Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle Wall Mounted Light Waterproof ground fault circuit nterrupter Light with Pull Chain (attic) ® Floor Duplex Outlet O Computer Connection Jack cM Carbon Monoxide Detector V Flood Light 0T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter sg) Smoke Detector � Ceiling fan ® Television Jack -1 Telephone Jack A Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR gpeaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Covered Porch 121 CFM lOxlOx1 SITTI G RO M GR AT R ON I I Center Registers 103 CFM on telling Pan 103 CFM IOx1Ox1 I OxIoxl -- DINING ROOM 8x4x4 Vent thru _ A H 6 CFM 1211 B/A ra i ILJ •- I o o I 10' s K 143 CFM I 12XLx1 8x4x4 T, > �t I CFM - - - -, i 4=1 CLOSET H.B. 1 CF 1 a 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. I A/C cite. Cable (3) 41 THHN Copper Wit/0 IAGrndER 2" PVC Schedule 40 conduit 2" PVC Schedule MP 40 conduit sleeve AMP MASO into attic MCB PANEL AHU PANEL AHU 200a rated meter can O 200a rated meter can METER ME ER Intersystem bonding Intaragstam bonding 2" PVC ( FPL)-� Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2" rigid service FPL GEC Bar(1)#8' c�pe� e ruvanaed to ire GB tsar )air, c�pe� rv"a a nzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER 12xbxl 280 CFM MASTER BEDROOM #2 OVERED PORCH 132 CFM IOXIOxI MASTER BEDROOM 132 CFM IOXIOxl -- - -- ICJ 12xl2x10 L O S E T B/A AF R tttic Access Nth light A/C disc. ISO it2/0 Aluminum lard AMP I %' Conduit MCB PANEL M TE AHU 2" PVC (FPL 2 rigid service FPL BaF to a #4 coo e�awi n slab CTRICAL RISER Contractor shall use AL-CU Landing lugs. NTS a Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction u---� ____Vent_t# u BAT _ Soffit I b xC6FM X4 A/#C 160 Amp Panel GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I MECH,4NIC/4L LAYOUT eter - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. 11 manufacturers recommendations which manufacturers recommendations which SCALE: I / ii = I1 - O 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 ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GsFCI protected. charge and shall include replacements or repair of any or as selected bg others. S. ALL exterror outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. It. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must complq w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A(C Refrigg��r�zzllrr��t lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT /� /� sleeved in IT. 11. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden ,�0,4 PA 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Or er Vents to be installed 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. 12. Contractor shall pay for all lees, permits, testing, and 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical system shall be completelg and effectively Tel (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. Fax (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and roperty damage for the labels where applicable. E-mail: bradenalasComCast.net - durntion of the work- Stuart. FL 34991. #AAC000032 Exhaust Duct Thru Soffi t (V N Wire F14 or Front Post Light WgrIne Building Corp. Spanish Lakes St. Lucie County Florida Covered Porch SITTING ra"-N A MASTER BEDROOM / WP GFCI / I v i 55 1 Smoke / Carbon Monoxide Detector I Combo GREIIAT Mqp ROOM _ S- r-- -i- I II LbSET II 1 DINING GFCI II ROOM II r _ -T ' PC I \/ - ` G ci GFCI a ® u 1�\ KITCHEN 1 ��-�- 24 \ --- anry H� -� /GFCI O O 1 (Ill ,vim- (Ill I I iI W"M -, I CLOT I N� S�� I I MASTER BEDROOM 42 6 Post, Light with N ,w Photo cell ua W, xp o w i N �rn > o MODEL: LF GARAGE RIGHT a� II. .rJii,��iL�lilll� • 2" GrCI H. \ a Attic Arcen \ .. • a Lam:: Panel - _ ull chain light in attic �- ♦ R tw� :i Garage Door Opener----------------- � I I I I I I i,WP GFCI I I COVERED I 1 PORCH iv N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP FCI Install oulet - in under disc. not shown for clarltg Q A/C 1*1 eter ELECTRICAL FLAN SCALE: 1/4" = I'-O" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2'f96 sq. ft. Venting Ratio 1/150 = 16.64 sq. ft. required Provide A Continuous Vented Soffit )ate Drawn Revisions Sheet Comm # 121-15-20 Drawn by: - 1 1- 2 O 9 C.C.U. Checked by: ID. R.S. OF 5