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HomeMy WebLinkAboutConstruction PlanFinish Columns WI 5/8" thick cut co finished stucco bar 5/8" thick x 8"w cut coral finished Stucco ba ds LEST ELEVATION SCALE: 1/4" = 1'-0" Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 2" H. 3 RIGHT ELEVATION -------------- 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows E Skylights Ig OA/FL UMBER Product Model 4 Manufacturer Glass Attachment method TEST Expiration Date Desi n Pressure 9 of Approved Tests FL 239.4 Single Hun g g SH-1100 `� Impact PGT 5/16 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 65.0/-80.0 PS 20 1005.08 Overhead Garage Door g Model 824/811 18'-2' max. width 16'-O" max height g DAB Door Compan natal] xBuck to concrete blockwith solidfilled ce mt (1) 45 bar Vert. using 3/8" x 6" Hilti HLC Sleeve anchors at 8" O.C. ith 1.2s" dia. washers with min. 4" edge distance. Inatall track to buck amg (1) s/16" x 5/8" full thread lag screws in each bracket maintaining min. of 1.5" edge distance - GC to strictly adhere to product approval rovide 1/16" uahnut washer on roller charts. 3-21-22 +40.0/-44.0 PSF FL 15213.1 Fiberglass Smooth Fiberglass Plast-Pro 1/4" dia. tapcon with min 1.25" embedment at C' max from corners and 14.5" o.c. max. thereafter in jambs. FL 251.4 Sliding Glass Door Series -110 SGD PGT 1" nom ITgpe GSA 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 60.0 PSF - :t NOA/FL Model Manufacturer Attachment Method TEST Expiration Design Pressure g NUMBER Date of Approved Tests For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment L# 15353.8 CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) 1*10 x 1.25" + IIB.`1 PSF �g vertical mullion and doors self tapping screws per clip as shown in product approval. _ 5V Crimp p 26�g a. 5v crimp metal roofing attached to plywood deck using #9-15 x 1.5" Roof Zone L# 33818.2 Metal Roofing Gulf Coast Supplg HWH wood screws with self sealing washer at 12" ox. max spacing�pper System no. 5V-Type I for max -94.25 Install sgstem 5V tgpe 2 1/2E/2R: and manufacturing g pressure psf. per for max. pressure of -131.0 psf. Fasteners shall be installed through underlay- - c14.25 PSF ment and attached to/throu(qh�p I wood per sheeting attachment detail on roof Plgwood 19/32 2N/3/3E/3R: plan. to be Ci9X. -131.0 PSF lay L# 208%.1 DuPont Protec 160 DuPont Install two lagers of Tgvek horizontally in shingle stgle fashion using 4" and 6" overlaps. Install using 1" dia. metal or plastic cap nails at 12" o.c. along Tgvek course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top lager using 24" undercourse strip parallel to eave edge and cover with full sheet. Overlap successive sheets bu 24" I.A.W. product approval installation instructions. Stucco on Block Install using 2" x 4" PT battens attached to wall using 3/1C dia. L# 16503.1 12" Tripple 4 with I" m1n. embedment into wall. Attach Soffit channel to wall using Full-O-Vent Single Kagcan LTD 0.097" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install J" SPAN VINYL SOFF17 channel to bottom of fascia using staples into soffit and same T-nails have Reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) ± 55.6 PSF Truss mfg to provide level - return to be I" short of wall Aluminum Drip Edge � Fascia 2" x 4" Sub -Fascia 12" Kagcan full o vent vingl soffit installed per product approval form on sheet I. TYPICAL SOFFIT DETAIL Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting ;.7/ CJ 1.1 ill. T� A CJ uu I..Ul, �Juu`.."w vi i ut�Nii.ui coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0" I" x 4" nailer attached to level return with (2) Sd ring shank nails with min. 1.5" penetration into soffit framing Metal roofing and underlagment intstalled per Product Approval /as shown on sheet 1 over COX decking - see roof sheeting attachment diagram on roof plan. 12 SLOPE -4 NTS EGRES(D 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 C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE -4 8'-I" BEARIN 17=71 FinImm 117=711IImm 171=711711,D7111M ��LJ II 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEV/470N 2" x 4" top plate 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board 2" x 4" P.T. bottom plate Int�rlor l�lon-��arina Partition ELEVATION NOTES: - RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. nts SCALE: 1/4" = 1'-0" PERMITTING INFORMATION (FORM 100) 1. 3E 2N 3R 2R 2N 2E ` Florida Building Code Residential: 8TH Edition and ASCE -1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 168 mph ultimate 3E 1" 3E Mean Roof Height: 13'-8" Roof Pitch: 6:12 2N 2E s Internal Pressure Coefficient: ±0"I8 Sub jectability to damage from: Weathering: Negligible Termites: Very Heavy 3R 4 3E 4 Width of Roof End Zone: 4'-0" Wind Exposure Classification: C 5 Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL 2:12 TO 8:12 PITCH 2R I.00 Exp Height Ad j Factor: x Load Combo Factor 0.6 = 0.6 applied below 1. 3 2E 2E 3 ROOF Components t Cladding Wind Pressure: Zone: 1 +21.0/-66.0 psf 2R Zone: 2E/2R +2'1.0/-88.0 psf 2E I. Zone: 2N/3/3E/3R +21.0/-114.Opsf 3 I 2R 2E � Components il: Cladding Wall End Zone Width: 3'-0" 4 3 4 WALL Components t Cladding Wind Pressure: Zone: 4 +36.O/-39.0 psf Zone: 5 +36.O/-48.0 psf 5 Components il: Cladding Wind Pressure (NET) on Garage Door: +32.0/-36.0 psf HIP ROOF 2:12 Shear Walls Considered for Structure? Yes TO 8:12 PITCH Continuous Load Path Provided? Yes E::] = Roof Zone I Are Components an Cladding Details Provided? Yes walls Zone 4 X Minimum SOII BearingPressure: psi,Presumptive: B Test: 2,800 P y P _psi This Building Shall Have the Following: ONE 0 = Roof ZZone 2E/2R IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walls Zone 5 CORNER ZONE = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: IF' psf Attic w/out storage: 10 psf FLOOR LIVE LOAD: __1_0_ psf FLOOR DEAD LOAD: l0 psf Attic with storage: 20 sf Roof Zone 2N ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND LUYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Digitally signed by Daniel R. Braden Date: 2021.03.23 09:19:34-04'00' �-7 C � U (L O LL_ U W z z U LU W QL L n W W=5 O 'zw oo�� Ln O Q 06�s [L Q < 1 z 0000 CA CACA CA � # ~ O r r a�- U -- � m W -- X -1 (6 (UQ) LL L U !L N n� -Q J-1--1 SHEET NO OP 5. JOB NUMBER: 2-10IS FLOOR FL,4N CR,4SH POST DET,41L TYPICAL NOTES. SCALE 1/4" = I'-O" 1. Contractor to verify ALL notes and dimensions prior to Water Heater 36" high by 4" diameter proceeding with work, steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA requirements. Flange with 4 - 3/8" 3. ALL Lumber to be used as Beam, rafters, etc... to have expansion bolts Into slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 6 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2' 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 m o �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws FBC r-102.3.5. 2 per 2 i. ALL wood in contact with concrete shall be pressure treated. o 0 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. „ /2 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2%2„ 2%2„ 12. Lowest finished floor to be set by Governing Building Department %2" 611 surveyor to set in field. 13. Separation between residence and garage shall be per FBC r302.� 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. Wall and Ceiling Shall have a flame -spread classification of not greater than 200 pper FBC r302.9.1 l�. 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. r31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C19, C'415, C51'4, C�30, C931 C��O, C1002, CIO'41,C1111, C1118, C1218, C1395, or C139and shall be installed according to the following. (FBC r102.3.5) AREA CALCULATiONS Or wall y Thickness Location Orientation Framing Spacng Max. spacing P 9 of fasteners Nail sizing options for installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 161,81, 16 0.080" dia. x 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.086" dia. x 1 6/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either 161181, 161,0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. N.T.S. Living A/C = 1120 sq. ft. Back Porch Total = 210 sq, ft. Garage = 317 sq, ft, Entrg = 28 sq, ft. Total Under roof= 2215 sq, ft, Total Cubic Ft = 13,%0 2" VTR 2" \ \ MASTER 1 2" BATH I LAV-I 1 2„ LAV-I 2„ I 211 wM-1 " 11 WC-1 LAUNDRY 2" 2" 3 BT_I i 11 2" VTRJIL 2" AAV 1 2" S-I „ I 1 2" KTICHEN LAV-I u 3" 2 '1 11 BATH �2 WC-1 3" 2 " 3" BT-1 3 C.o. 7'-0" 7'-0" Opt. PATiO/SLAB ° 3'-Io Ire° O 3'-or2" 00 DD 00 00 O O � 411 ° ° EGRESS 12" x 12" Concrete column block filled with concrete and (2) 1*1 bars Vert. tied Into lintels above 0 ° WIRE LATH & STUCCO MASTER CEILING O BEDr00M�9) N Flat Ceiling - 00 D O DDT 00 00 O 1 4„ 12'-8„ \N o I o o 8'-0" to 9' 8" A.F.F. Vaultecj Celling 1 IO Vanity to be 34 %2 „ high N To Septic PLUMBING RISER N N L n I" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails prior to door attachment I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment head O and jambs p 0 0 Masonry Wall 00 Install SGD Frame thru buck into bl k t ttd 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, op using ppas s a e in royal form on sheet I. approval A108.1, A118.1, A118.3, A13LI and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM Head sliding door Install SGD Frame thru buck into C1288, C1325, Or C1118 and installed I.A.W. manufacturers recommendations shall block using tapcons as stated form I. be used as backer for the wall tile in tub areas and wall panels in shower areas. in product approval on sheet 21, insulation including facings such as retarders or vapor permeable members installed Verify sill attachment req. with product approval on Typical Flooring Jamb Within floor-ceilin assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g g p sheet I. Sliding Door Detail shall have a flame spread index not to exceed 25 with an accompan Ing smoke developed index not to exceed -450 when tested in accordance witH ASTM E 84. N At Masonry Wall NTS Insulation shall comply with F.B.C. r31�. Bottom Track SIII Install doors thru buck into block using tapcons as stated Install windows thru buck into in product approval form on sheet I. INSTALL VULKEM BLOCK SEALANT block using tapcons as stated Exterior face Buck to be 2' x 6" PT ON ALL JAMB, HEADER, AND Exterior face in product approval form on sheet I. of wall BILL BLOCK PRIOR TO BUCK Of wall Varies INSTALLATION Varies See product approval for I"x4" P.T. Buck nailed to hinge screw into wall req. block with case hardened nails prior to window attachment Detail a t Door E)e t a i l at Windows Metal roofing and underlagment intstalled per Product Approval T cJ N T S as shown on sheet attachment diagram I over CDX decking - see roof sheeting on roof plan. Window Schedule Mark Size Rough O en. Window Descrl tlon PRESSURE ZONE I. 4'-5 i8" x 5'-3 %e" 54 %8" x 63'/4" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2%2" 8" 21%2"x 385/ Single Hung ZONE 4 4. 3'-1" x 5'-3%e" 38" x 63'/4" Single Hung ZONE 4 5. 4'-5 %8" x 4'-2 %" 54 %8" x 54 7e" 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 ALL windows In bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction on sheet I 1Size D oor Schedule Mark Rough Opening Door Description PRESSURE ZONE A 9'-0" X '1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-81, 41 %;' x ss%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �481 %2" or recewtom " x Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to Withstand pressures Stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction In permit Info AND SHALL ON SHEET 41 12 4 Truss mfg to provide level return to be I" short of wall Aluminum Drip PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Edge & Fascia " \R-30 blown fiberglass 2" x 4" Sub -Fascia in bottom chord of trusses 12" V-1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 I" x 4" nailer attached to bar cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" 1/2" drywall over I" x furringg penetration into soffit framing strips at 16" o.c. with R4.1 fl-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 shall meet all pertaining ASTM codes. block construction 00 Mortar to be Type "M" only proportioned _pper FBC R60-1.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1*5 #5 bar Vert. w/ overlap Fill cell with grout and at each filled cell (I) #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 Cx6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade ICI f�n - 14"w x 18 Concrete footing I. 1I I I with (2) 1*5 bars cont. and 1*5 i•¢" transverse bars at 48" o.c. TYFIC,4L SECTiO Scale 1/2" = I'-O" 20'-8" 1 Rod t Shelf r - GrEAT 1 ROOM I� 0 2" x 6" knee -wall 1 below counter top N L O S E �I I od & Shelf DINING 1��` / / I \o/ ROOM 1 - I / I - - -O" to 9'-8" A.F.F. {41" HIGH WALL O Vaulted Ceiling I o ° 12'-6" ° THiRD BEDROOM N O 8'-0" A.F.F. W Flat Ceiling W 4 O_011 W 11 /nN J ki /nN uble Linen Double Ha in Ac� Hanging O H 7nT H.B. 9'-2 , Vanity to blq O 4 hif h (�D N Hanging 30�9- s oe rac �r J � m 4,_g„ js 001 tr U U s v a LL �] 12'-6„ SECOND BEDROOM 8'-0" A.F.F. Ell Flat Ceiling A.F.F. 1-1/2" OVE HANG 1 Flat Ceiling ------- KiTCHEN Upper cabinets to extend over Ref. 10'-5" NON -VENT N - J v w.H 22" x 54" 1 I`r Attic Access v 17 1 R-II BALLS Insulation W - r with light *� Im _ _, O Provide auto See detail oneethisgsheet allarcloser _ O 1ur> m 150 Amp P nel 0 22" " 4 II N GARAGE 0 m 8'-4" A F F. O Flat Ceiling N ® f-----------------� jBlock wall in O O MT � I garage to be 9) 1 ( MERGE CY O I struck block �r I I I I I I I I I I I I I C �n nn nn n� C.C.U. 12-8-09 EGRESS O 2'-2„ �,_6„ 2,_2„ 2,_8„ 2,_8„ H.B. W W r_ W A/C o O i OD n3 � tr n� 0 �r m I N O Ln I N -) mo U 03Q � U QL O O O LU fo l LLI z w N n`�c w w O O s. Z W 00 0) O } O < ZCV CV � # Q.� � U � , � � 'Co ~ w x v L 73 U LL N LL 0)Q.� 73 ff) SHEET NO: :2. OF S. JOB NUMBER: 2 I.........o o �\ v Digitally signed by o" o o°® ® -0 o o Daniel R. Braden ono° AR9770 o Date:2021.03.23 ova° Oo 09:19:46-04'00' ��oQ�D°G���Cn O L F C LIIIIIIII IN D;4 T I C IN PLAN STRUCTUR,4,L MOTES: 1. ANY CHANGES TO THE 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 PRIOR TO START OF CONSTRUCTION 3. 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. 4.. 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 S. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. SLAB ON GRADE 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 9S% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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. 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 1*5 bar vert. (tgpical). Max, spacing shall not exceed Wood 481, unless otherwise noted Base see foundation plan notes for spacing at openings +" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Grade 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 3" 3 transverse bars at 48" o.c. 14" �� TYPICAL FOOTING DETAIL J 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 steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top of Tooter 16" below finished floor 12„ FA-__ __ 77 1 J].�J_111 II— Ills - �'. 1 1­1 1 30"x30"xl6" concrete _ column footing with (4) IIII IIII IIII III' 45 bars each way 3 o" r_1 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE: 1/4" = I'-O" 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 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 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION PLAN. 13. DESIGN LOADS ARE AS FOLLOWS: SEE PERMIT INFO BOX ON SHEET I. 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. IS. 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. 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 18, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: 2" x 4" = Fb I,500 PSI 2" x 10" = Fb 1,000 PSI 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 91S PSI 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD Termite Protection for New Construction as per F.B.C. R318.1 CONTRACTOR TO REFERENCE F.B.C-R FOR FURTHER REQUIREMENTS Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE Co = _ 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert, w/ 30" overlap at each filled cell 45 bar cont. in curb Fill cell with grout and (1) 1*5 bar vert. (tgpical). Max, spacing shall not exceed Curb height Wood 48" unless otherwise noted Verifg based on see foundation plan notes for foundation plan Base spacing at openings 4" concrete slab with fibermesh OR 6 x6 st10/10 WWM on 6 mil Visqueen over `r clean compacted termite treated fill Grade 14'w x 18"d Concrete footing -III III 1 "' with (2) 45 bars cont, and 45 e transverse bars at 48" o.c. Hn �j GARAGE CURB DETAIL Min. Edge Dist SCALE 1/2" = I'-O" E 0 Contractor to provide proper foundation chairs for proper steel installation 30" min. 2" x 6" PT wood secured With \ Corner Steel L a p 1/2"dia. x 6" expansion anchors with 2" sq washer at 18" o c overhead door track secured to wood n t S jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 8 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14 W x 18 D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB s' 0'-0" With Curb at Garage Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI U5 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location EO Single Filled Cell Column NTS 12" x 12" Concrete column O t. PATIO / S L A block filled with concrete and p (2) 1*1 bars vert. tied into I v lintels above �I N -- — — — — —� lJU UU_�_�_�_�_JI_I I IIJIIJI Il 1 _ 1 _ 1 _ 1 _ M i ---- F1-----� 0 0 Filled cell under � I 1 girder above Rear Porch Slab to 18 rL be poured separatelg 1 1 O from House Slab. L 1 N Thicken footing to 1 I I r 24"w x M'd x 24"L rim �O O O 001 a FI Rear Patio/Slab to - be flush with bottom of 1 sliding door recess. -4 Slope I" 1 1 1 1 —1 I 4II ' FI I �I �I —i I —i I —i I —i I —i I —i 1 under filled cell under girder bearing. J I 4" concrete slab with fibermesh OR 1 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill -i r-- _�1 ILU II �QI _I H.B. U U I I W s v L — F1 OI I� " — — — — — — — — 0 n n - - --T-T-T-7- n O 11 � � V 0 1 Io FI 1 �I 0 — --- — --- n —� 0 A/C O �r Steel Ballard 1 See detail on this sheet 14'-6" I o 1 4" concrete slab with fibermesh OR 1 16"x6" 410/10 WWM on 6 mil Visqueen ver 1 clean compacted termite treated fo I o o I �- I I� I F- iy I o I V ' Recess for --— Garage Door---- J 2' 2„ 91_611 2,_2„ 2,_8„ 2,_8„ 3,_6„ 9,_0„ 13'-10" 5'-4" 15'-10" 35'-O" 0 z O IV V N LLJ O �Z W ao�U O } O < 00G < ' O- rr L < z0000 $t O (17 � _ D W x • J L U cA tL +' W Q3 73 SHEET NO: OF 5. Digitally signed by Daniel R. Braden Date: 2021.03.23 09:19:57-04'00' JOB NUMBER: 2-101 � L Provide 45 bars with 12" min. lap into beam and 48 bar dia, into vent, filled cell. Provide Cast -Crete 8U16-IBAT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. #5 cont, beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled cel 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min, lap into footing and 48 bar dia, into vert. filled cell. -d. Concrete Footing See foundation plan for for exact sizes DETAIL AT WINDOW OPENING IN CBS WALL Verify with Plan Concrete / Lintel Scale: 1/2" = 1'—O" 12 "x 12" Column Block � Rebar Rebar 48 Bar Dia. Min. Overlap Column t0 Lint&l 4ttac.'hT&nt NTS BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar BI continuous in each row. Hook vert. bar over top bar with 45 900 bend bar with a 10" min. lap at top bar. Additional Precast Lintel #5 bars _ Lintel Bar Clear A B CLEAR Length Length Span Bars Bars r ..� r : .� ••.� 'r 2'-10" 2'-8" I'-6" 2,#3 none i i i i i i ----�' ----y ----- 3'-6" 3'-4" 2'-2" 2,#3 none SF8-OB/IT 8F8-IB/IT 8FS-IB/2T Additional 4"-O" 3'-10" 2'-8" 2,u3 none #5 bars CLEA B", 4'-6" 4'-4" 3'-2" 2,U3 none [One Rowofk Above5'-4" 5'-2" 4'-0" 2,U3 none N h Precast Lin5'-10" 5'-8" 4'-"2,#4 none Additionalit I 2,#4 none #5 bars�____, _1'-O" 6'-2" 2,#5 none SF16-IB/IT SF16-8/2T NOTES: �'-O" ZU5 none I. min. coverage of steel=1.5" 2. min. bearing required ® ea. end=8" ALL reinforcing steel is grade 6O. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or 0oo Unit Width Lintel Size Specification Rows of "H" Block Above " �� Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" 8FI6-IB/IT ONE 1 #5 1 #5 6113 3541 2854 L31 2'-1 2'-88" 3'-1„ 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 L50 5'-0" 6'-6" 8FI6-IB/IT ONE I u5 I u5 3480 1880 1204 L60 6'-8" l'-V 8FI6-I13/IT ONE 1 #5 1 #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1843 1133 _I39 L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1 1533 914 5-19 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 5-19 LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE I u5 I u5 1015 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1 1015 606 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 L160 16'-0" I-'-4" 8FS-IB/IT ONE I u5 1 #5 950 404 25-1 L160B 16'-0" 1-7-4" 8FI6-IB/IT ONE 1 #5 1 #5 950 404 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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'-O" LONG ARE TO BE PRESTRESSED. HIP ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d angular ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Q 4 FT 2E 3� TYPICAL GABLE 2N < 2 TYPICAL 3® 4 FT 2R 2E R 4 FT 2N � 4 4 FT 3© 4 FT E 4 FT" Ke Zone Edge Field Fastener PrMessure 1 8d ring shank 45 psf 2E, 2R 8d ring shank % psf 2N/3E/3R �{" �{" 8d ring shank 84 psf SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" o.c. <r Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss R -19 k TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light 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 Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. I810lbs. uplift Truss mfg to provide level return to be I" short of wall - Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia Kagcan full o vent vinyl soffit install per product approval form on sheet I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip ' Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd ils at each web 5/8" thick stucco on 3/8" hi -rib lath 12" attached to horizontal and vertical wood framing with nails or staples to provide ed no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. \ \ I 1 Step per foundation plan II {II I Slooe oer foundation blan _ Wood Base Trusses at 24" o.c. >e shop drawings 1 others ceiling transition !f ded using metal studs erifg exact configuration :e s Ce1l1nQ transition Insulatic Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottc of top chords using (2) 1 nails at each truss PRE-ENGINEERED > 24"o.c. TY ( shop drawings bg r \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concre and (1) 45 bar cont. in each row. Substl precast lintel filled with concrete and (1) bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R and shall meet all pertaining ASTM cc Mortar to be Type "M" only proportion and Mortar joints shall comply with FB Provide Dur-O-Rock at all wet areas Fill cell with Grout and (I) 45 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 11:10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill �I FI at Front P orchh Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with Simpson HETA 20 `III 5/8 dia. threaded rod with min 12 embedment o inthpam -ithpr iiipt apt nr in -hr n u"tk hurricane anchor at each truss ROOF FL/4N - 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 SOARED SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Digitally signed by Daniel R. Braden Date: 2021.03.23 09:20:10-04'00' �11 a F4 � I . W T Q� W QL N OC W m W � V O O �Z W ao�U O } Q� O CA CA 0000 ZCV CV ## ~ O rr� W Co ~ W XLL v fo SHEET NO: —f OF S. JOB NUMBER: 2-101 S L PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator 1 Ran a #6 12.0 kw 5o 2 1 20 1.2 kw #12. Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dryer #10 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 9 10 Air Cond 5sor 410 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 I 20 1.2 kw #12 Microwave 13 14 Air Handler #10 5.0 kw 30 2 1 15 414 General Lighting 15 It. 1 15 #14 General Lighting 11 IS WH 410 5.0 kw 25 2 1 15 #14 General Lighting 19 20 1 15 #14 General Lighting 21 22 GOO #12 0.81 KW 20 1 1 15 414 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1,135 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 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts 8100% 1 10,000 10,000 Remainder 25,615 'D40% 1 O 10,246 Electric Heat or A/C 10,000 565% 1 10,000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical Symbol Legend nj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pg Push Button Switch —0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle F Wall Mounted Light �c I Waterproof ground fault circuit Interrupter � PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TQ Thermostat I:= Electrical Panel © Central Vac g Electrical Meter SQ Smoke Detector Ceiling fan Tv Television Jack Telephone Jack AC c 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 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW--S.o£f!-t A/C disc. L I (3) #1 THHN Copper 2" PVC Schedule 40 conduit 150 AMP CB PANEL AHU 200a rated O meter can METER Intersystem bonding Termination point 2" PVC ( FPL}-� schedule 80 2" rigid service FPL GEC <—Bare 14 co ,per wire to (2) 8'—Galvanzied ground rods ELECTRICAL RISER A/C disc. #2/0 AL SER Cable With #1 Grind 2" PVC Schedule 40 conduit sleeve 150 into attic AMP CB PANEL 'AHU 200a rated meter can O METER Intersystem bonding Termination point 2" PVC ( FPL)-� schedule 80 2" rigid service FPL GEC Bare #6 co per wire to (2) 8'—�' Galvanzied ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: ent thru Opt. PATIO/SLAB �Ofi�CI 163 CFM ' 163 CFM IOXIOXI I IOXIOx-1 Center' Registers — on Iceiling fan DINING ROOM THIRD BEDROOM 84 CFM IOx6x6 215 CFM I2x6X-I SECOND BEDROOM pRE/4T 139 CFM IOXIOx-1 M STER B DR00M 139 CFM IOXIOXI 12xl2x10 B/A ra ra iC--1 12x12x10 ° B/A 8 CFM 8x4x4 FaC) � I / o ° IITCHEN 12" — — — — — — — — J 144 CFM 12x6x-I �I I W.H 22" x _ I Attic Access LU — I l with light 1 OII — — — — —- II \-4"O Steel Ballard II See detail on this sheet Q D C—ul —b R / 8x4x4 41 CFM 8x4x4 32 M Vent thru --- ---Soffit 14R1 E 150 Amp Panel (-----------------� I I I I I I I I I I I I I I I I I I I I I I I I D U C 7 L /4 YCLT 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 it 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 GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 16, 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 comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23, All exposed wire below 9'-I" shall be installed in metal EMT sleeved in PVC 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all fees, permits, testing, and Inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13, All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19, All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work. SCALE: SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit —A 3 Wire For Front Post Light N N Opt. FATIO/SLAB / \ WP GFCI I I / V � GRF-)4T ROO>1 THIRD BEDROOM M/4STER BEDROOM / / / �®I O Smoke /Carbon I Monoxide Detector Combo � CJ FCI LO;SET FCI GFCI / I GFC/ \GCI GFCI / ° I ff`� 5o CFM FAN -- — — — —— 3-�j2" 3'-2" 24- FFW I rm v fill , d<l — J ST%E i - I \ Smoke / Carbon I 1 xide Detector I I I I o under AHU I J_%MC-,1,'m0b' OViN / --- ---K(,] I S / / tight / to corner BEDROOM I WP 01:CI Center Post Light on This corner V o� E u> X� xa W O u,o I Ci L Qi QJ M — p Post Light with E Photo cell ei o IL - 2"h GFCI cj Pd 22" x 54" Attic Acces I l with light 1 Steel Ballard I See detail on this sheet Pull chain / PC fight in attic / OPTIONAL PANEL / 150/ Amp LOCATION Panel 42"h GFCI / ARAGE / Garage D oor Opener -----------------1 I 1 I I I I I I I I I I I I I I I I I I I I I I i N N N Exhaust Duct Soffit Exhaust Duct Thru Wall WP GFCI 7�w,�L Install oul cQnder disc. 0) not shown for clarity U A/C ELECTS C 4 L F L /4 N 3 C/4LF-: I FSC 2309.7 Attic Venting Calculations Total Attic Space = 2-487 sq, ft, Venting Ratio 1/1�0 = ILS8 sq, ft. required fi rovld& A Continuous Vented Soffit Digitally signed by Daniel R. Braden Date: 2021.03.23 na•�n•�Q _na'nni o 3 U t6 �o UQ � U 1-1— O LL- U W z 0 U = O WLU fD W LH n w W =5 'zw I0�� o 6 0 Q 0c)0s Q [L >— >- 1 z CA N� t t ~ O r r a�- U �3 m —Q �3 W x —1 (6 IL LQ 7 E n� �.l J-1--1 SHEET NO: E - I OF S. JOB NUMBER: 2 -101 S