Loading...
HomeMy WebLinkAboutAPPROVED Plans - Sterling-Right-Impact Metal roofing and underlayment Intstalled per Product Approval Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. attachment diagram on roof plan. 12 12 -4 SLOPE E 1 -4 12" 5/8" thick light textured qD Cstucco on typical concrete 5/8" thick x 8"w cut O block construction coral finished stucco bands O'-O" = Finished Floor O'-O" = Flnlshed Floor o� 7—/--- — — — — — — — — — — — — — — — — — — — — — — — — - 5/8" thick x 8"w cut Finish Columns with 5/8" thick light textured Flnlsh Columns wlth 7 coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral o U Lk finished stucco bands block construction finished stucco bands � m C] U J Q LEFT E L E VA T IO N E /4 R E L E VA T IO N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Truss mfg to provide level return to be I" short of wall Aluminum Drip Metal roofing and underlayment Intstalled per Product Approval Edge � Fascia as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. 2" x 4" Sub-Fascia 12 I" x 4" nailer attached to , Kaycan full o vent vinyl soffit installed---- level return with (2) 8d per product approval form on sheet 1. ring shank nails with min. 1.5" penetration into soffit framing Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting 1/8" Thick cut coral stucco over paper TYPICAL SOFFIT DETAIL attachment diagram on roof plan. backed wire lath nailed to substrate through O one layer of 15 lb felt using 8d nails. Substrate N T S to be 19/32" CDX Plywood nailed at 6" o.c. U in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 12 V Z SLOPE -4 SLOPE -4 II LH O � � U 8'-I" T.O.B. LH 12" 12„ v I — 12" 12" t ' ' U 5/8" thick X 8"w cut I-I. LLI � --1--L coraI finished stucco bands 3 3 0 5/8" thick x 8"w cut lO o® ® coral finished stucco bands >__ 5/8" thick light textured 5/8" thick x 8"w cut El D 0) stucco on typical concrete coral finished stucco bands — — — — — —block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0'-0" = Finished Floor Gara e Finished Floor [L E ch Finish Columns with 5/8" thick light textured -0'-4" A.F.F. O RIGHT ELE \/ /-4T10N 5/8" thick cut coral stucco on t ical concrete ' z z N O finished stucco bands W OD cn O block coo nstruction .< M O SCALE: I/4" = 1'-0" FRONT ELEVATION _J_J < �Q o0 00 s < SCALE: 1/4" = 1'-0" OD 00 1 Z CV CV # 73 Product Approval Submittal Affidavit U m Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, windows t Sk II hts 2N 3R L U LL +' Opening NOA/FL 9 9 9 y 9 TEST I/2" drywall telling on truss bottom cordPERMITTING INFORMATION (�O fit M 1 O O) 2R I 3E 2N ('� N p g Product Model Manufacturer Glass Attachment method Expiration Design Pressure 2" x 4" top plate Florida Building Code Residential: ITH Edition and ASCE -1-16 for Wind Loading 2E Type NUMBER Date of Approved Tests g g 3E Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate 3E 1,2,3 Single Hun SH-1100A 5/16" l/4" dia. tapcons w/ min. I 3/8" penetration to be Mean Roof Height: 13'-8" Roof Pitch: 6.12 2N 2E 5 FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS g >k4 Impact min. edge distances specified in Product approval Internal Pressure Coefficient: +O.I8 nsta x uc to concrete blockwit so id a cellwit 3 R 4 3 E 4 Overhead Model 824/811 (1) #5 bar Vert. using it x 6" Hilo HLC sleeve anchors ats° o.c. SubJectability to damage from: Weathering: Negligible Termites: Very Heavy A 20-1005.08 18'-2' max. width D,Ag ith 1.25" dia. washers with min. 4" edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF Garage Door 1r '-o" max height ang (I) 5/I6" x 15/t full thread lag screws in each bracket maintaining Width of Roof End Zone: '4 -0 g g min. of 1.5" adga distance - GC to strictlg adhere to product approval Door Compan rovide �/1L" ushnut washer on roller shafts. 1/4" dia. tapcon with min 1.25" embedment at 6" max Wind Exposure Classification: C 5 Smooth from corners and 14.5" o.c. max, thereafter in jambs. Adjustment factor for Exposure Height Using Allowable Stress Design and B FLU 15213.1 Fiberglass Fiberglass Plast-Pro +65.0/-�O.O J P g 9 g 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 Q Sliding Glass Series 110 1" nom 1/4" dia. tapcons w/ min. 1 3/4" penetration to be �/2" dr wall On 1 O0 2R 1• 3 2E C FLU 251A SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF Exp Height AdJ Factor: x Load Combo Factor 0.6 = 0.6 applied below 2E L Door Type G5A' min. 2 1/2" edge distances specified in Product approval - 2 X studs at 1� O.C. 3 ROOF Components t Cladding Wind Pressure:Zone: I +21.0/-66.0 psf 2R ` TEST Zone: 2E/2R +2-1.0/-88.0 psf 2E I. Product NOA/FL Model It Manufacturer Attachment Method Expiration Design Pressure Zone: 2N/3/3E/3R +21.0/-114.Opsf 3 I' 2R I I *I NUMBER Date of Approved Tests 2E 5 SHEET I�l O For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Components t Cladding Wall End Zone Width: 3'-0" 4 3 4 CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF WALL Components Cladding Wind Pressure:Zone: 4 + Mullions FLU 15353.8 Vertical mullion and doors self tapping screws per clip as shown in product approval. _ P g 36.O/-39.0 psf 1 Zone: 5 +36.O/-48.0 psf s 4" concrete slab with f mil Vi OR Components t Cladding Wind Pressure (NET) on Garage Door: +34,0/-3�.0 psf 5Y Crimp 26 gga. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Roof Zone 6"xle" 410/10 WWM on le mil Vlsqueen over P g g P HIP ROOF 2:12 Roof FLU 33818.2 p Gulf Coast Supply HWH wood screws with self sealing washer at 12" ox. max spacing pper System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes TO 8:12 PITCH O� Metal Roofing no. 5V-7ype I for max pressure -94.25 psf. Install per system 5V type 2 p S. and manufacturing for max. pressure of -131.0 psf, Fasteners shall be installed through underla - - 94.25 PSF ? Yes P P g Continuous Load Path Provided. ment and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E/3R: base-board 2" x 4" P.T, bottom plate 2 = Roof Zone I plan. Plywood to be 19/32 CPI X. -131.0 PSF Are Components an Cladding Details Provided. Yes walls Zone 4 JOB NUMBER: Install two lagers of T vek horizontal) in shin le st le fashion using 4" and MinimumI psi, Presumptive: y TeS SI END ZONE — y y y 9 y g '.. , I 2) lLlnderla FL# 208%.1 DuPont Protec 160 DuPont 6" overlaps. Install using dia. metal or plastic cap nails at 12 o.c. along This Build ng Shalln Have Sthe Followi g: = Roof Zone 2E/2R O m Test:_psi y Tyvek course and end laps an a single row 24" o.c. along middle line of the field IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I walls Zone 5 I.A.W. the product approval installation instructions. Stagger top layer using 29" undercourse strip parallel to eave edge and cover with full sheet. CORNER ZONE Overlap successive sheets bg 24" I.A.W. product approval installation instructs ns. f n t r 1 Or \ On — B e a r I n g F a r t I t I On ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf = Roof Zones 3/SE/SR FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 10 psf Attic with storage. -2-0- sf Roof Zone 2N Q0 �� °° °°°° Siding nts _ 00 ° Stucco on Block ° DO a Install using 2" x 4" PT battens attached to wall using 3/14" dia. 00 ���R 8 Soffit FLU 1003.1 12 Tripple 4 with I" min, embedment Into wall. Attach Soffit channel to wall usin Digitally signed by Q o°�� Full-O-Vent Single Kaycan LTD 0.091" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install �J" ± 55.6 PSF O o ° ° SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and same T-nails ELEVATION NOTES: Daniel R. Braden �• ° at hem and in valle s er detail A in P.A. ( roduct a roval) ALL. CONTRACTOR UJARRANTIES BEGIN IUHEN THE CLOSING o•� AR9770 °a 0 RETURN ALL STUCCO BANDS TO UNDOW OCCURS BETLUEEN THE BUYER AND WYNNE BUILDING CORfi=. Date: 2021 .04.07 DOOR. � o I have reviewed the above and approved it bg mg seal below. ( Architect or Engineer of Record ) OR AND lU I L L CONTINUE FOR ONE YEAR I=R O 1"I THAT DATE 10.22.18 -04'00' ��00 00 000O 0 0�0 FLOOR PL ,4N 36' TYPICAL DOTES: SCALE 1/4V = 1'-0" CR/4SH POST DET /41 12" 10'-01" 1 " Io'-o" 14'-0" I. Contractor to verif ALL notes and dimensions prior to N.T.S. � p Water Heater 36° high by �" diameter proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange With 4 - 3/8" Opt. PATIO/SLAB expansion 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. 6„ AREA CALCULATiONS 4. No dissimilar metals to touch. 2r2" 2r2" Living A/C = 1,'41'4 sq. ft. CA ° ° ° ° 000 00 00 OO S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. Front Ph = 153 ft. EGRESS ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o '2 I Porch s q• shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o Rear Porch = 1-1� sq. ft. o �. Drywall at ceilings shall be leveled and attached to bottom chord °3/$" 2r2„ Garage = 321 sq. f t. o 12" x 12" Concrete column O 00 i block filled with concrete and of trusses with screws per FBC R102.3.5. 2ra" Total Under Roof= 2,124 sq' ft. r (2) #1 bars vert. tied Into 1. ALL wood in contact with concrete shall be pressure treated. o o lintels above 12'-8 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Total Cubic Ft = 11,792 Covered Porch >O /a O mil. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance 2" VTR O with the current edition of the Florida Plumbing Code. �IL 00 D D I I I oal 00 N 11. Contractor to Provide a 2' -8" wide door at one bathroom for handicap accessibility requirements. 2,:2" 2,2" I = N A S T E R _- 12. Lowest finished floor to be set by Governing Building Department %a" 6, I I B D O O M U v °' /a' 21' VTR ° 8'-0" to 9'-8" A.F_F. i U" surve or to set in field. - y /I �I '�' Vault d Ceiling 8'-O" A.F.F. `t v a 'n 13. Separation between residence and garage Shall be per FBC R302.� Master ' I I Flat ceiling u N v 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Bath i 2„ I i E ,4 T O [Y 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 pper FBC R302.9.1 ILay. i ® �QQN o IL gall and ceiling finishes shall have a smoke developed index of not greater than 450 per FBC R302.9.2 Lay. 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant 4„ I 2" VTR I cy fQ flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation W.C. 3° I �IL I Q I C U QL materials exposed on the underside of the roof deck or on the attic walls shall comply 3" I I D O — u I l Rod Shelf 03 I With F.B.C. R31� - see permit info box of code editionT. 3„ I C_ U (� 18. G psum board material shall conform to ASTM C3�, C19, C�f1S, C514, C�30, C931 Shwr. 1 = I 21'-8" — _ — — 6'-0" U C��O C1002 CIO-f1 CII11 C1118, C1218, C1395, or C13`i and shall be installed Kit. Sink I CA Q l s anitg to be according to the following: (FBC R102.3.5) Kitchen �" I I 0) H B I i/2"high -, Drywall Location Orientation Framing Max, spacing Nail sizing options for I m 8'-0" to 9'-8" .F.F. 2" x 6" knee-wall Thickness Member of fasteners installation of dr wall into N o Spacing y La ' Vaulted Ceilinlg below counter top tY I O M rr ° Maximum Nails Screws wood framing members 2" x min. thickness I L )SET Ceiling Perpendicular 24" T, 12" 13ga 1 3/8" long with 19/64" head 31, W.C. DINING M meter L x 1 1/4" long R O O I ! �>k ��� �8"' LINEN 0.098" dia Rod Shelf ABNET ° annular-ringed or 5d cooler nail Bath #2 Shwr. D� 1 o Ca /2 OR Install doors thru buck into 3" " I ��� /� F———T W Walls Either 16" g" 16" 0.080" dia. x 1 5/8" long with block using tapcons as stated Direction 15/64" head R in product approval form on sheet I. C.o. —�� — W Exterior face Buck to be 2 x 6" PT To Septic Gypsum board nail 0.086" dia. of wall O Vanity to be I i�� ° B ,4 T l j � Q- x 15/8" with 9/32" head. cries u M I S 0 34 %2"high ° Ceiling Perpendicular 24" �" 12" 13ga 15/8' It olRong with 19/64" head = "' 13"-03/4" 4 High Wall I O Q LO al C \ 0.098" diameter x 1 3/8" long `r O I 3'-8'" K f T C H C 1 z `� 5 annular-ringed or 6d cooler nail See product approval for I Vent ryer 0.092" dia. I �/8" Ion with hinge screw into wall req. Wallis Either 16 g 16 9 N Z - — _ I-I/2" — — �cc N I throng wall Direction 1/4" head [Detail at D oor Overhang - 8'-O" A.F.F. OR ° Flat Ceiling Gypsum board nail 0.0915" dia. NTS H x 11/8" with 19/64" head. \ Upper cabinets to 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, INSTALL VULKEM BLOCK SEALANT O 10'-2" 4"3'-O" extend over Ref. N ci U A108.1, All8.l, A118.3, A13�.1 and A13�.1 ON ALL JAMB. HEADER, AND �„ I Ran a Re l 2 flllerN — SILL BLOCK PRIOR TO BUCK B T H — _ a _ — 3 ° 4"-0" v 20. Cement, fiber-cement or glass mat �jpsum backers in accordance with ASTM INSTALLATION �penig LUC1288, C1325, OR C1118 and install I.A.W. manufacturers recommendations shall O o Rod t Shelf _ F U be used as backer for the wall tile in tub areas and wall panels in shower areas. — — — — — — 18" v O -II Bat s InsulationL11 LH CV 1-3 21. Insulation including facings such as retarders or vapor permeable members Installed m 4"0 Steel Ballard tt Install windows thru buck into r ee etail on this sheet 1 within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated O W I o � <r shall have a flame spread index not to exceed 25 with an accom an in smoke Exterior face in product approval form on sheet I. N F L 0 1�„ r - - - - - p p �y gg of wall I O C 22" x 54" 1 Provide auto developed index not to exceed -450 when tested in accordance with ASTM E 8-4. varies O Q Q Attic Access I closer O Insulation shall comply with F.B.C. R31�. f 8'-0" A.F.F. L�_ _ 22" p L -with 9_ _ 0) U Flat Ceiling s I"x4" P.T. Buck nailed to °0 v_:31v tO 13"-6" ao 6"_0" 4 150 mp block with case hardened nails 'N _ \I m Panel Meter prior to window attachment u_ "� S E C O 1�l D ® 0 N Detail at Windows o _�' E ERGEN Y � � W W 6 O UJIndow Schedule NTS BEDROOM GRESS GARAGE � Z Z N o 00 T 00 8'-41" A.F.F. O 0 m X Z W OD O Size PRESSURE ZONE 0 F 0 Flat Ceiling _i < } Nay v Mark Rough Open. Window Description � •� � � � U I. 4'-5%e"x 5'-3 %B" 54%8"x 63%4"' Single Hung ZONE 4 �� li_ I I U 2 6'-2%"x 5'-3 %6" -is x 63 %4"" Single Hung ZONE 4 Metal roofing and underlayment intstalled per Product Approval 0 l Z OD OD ## as shown on sheet I over COX decking see roof sheeting - Z „ 5 „ attachment diagram on roof plan. ° EGRESS r-----------------1 O __ 3. 2'-2" x 3'-2 1/2" 2-1/2 x 38 /8 Single Hung ZONE 4 OO O O O _ I Block wall in U garage to be 54%"x 54 y8" Single Hun - 4. 4'-5�8"x 4'-2 % g ZONE 4 12 i I struck block I U O 4 PRE-ENGINEERED TRUSSES 3'-I" O O O I I O � U m ALL Windows to be aluminum windows w/ tint at 24"o.c. TYPICAL _ (shop drawings by manufacturer) _ O 12" x 12" concrete column block filled C X J and mullions per elevations. Truss mfg to provide level with concrete end (2) 41 bars vert. tied PORCHI 14"-6"' I J x v -1 return to be I short of wall into lintels above I I (f) lL a--' ALL windows to withstand pressures in permit info box on sheet 1 � 6" 12'-6" 71- " I �; Aluminum Drip I I U � ALL windows in bathrooms t0 be tempered Edge t Fascia R-30 blown fiberglass O � All rough opening dimensions to be verified by contractor 2" x 4" Sub-Fascia 12„ in bottom chord of trusses N 0 00 00 00 00 ° ° ° ° with manufacturer s secs rior t0 constructionV 1/2" drywall with smooth finish t� p p Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete 6'-4'" 5"-2"' 2"-8"" 2'-8" 3'-5" 9'-0" —and (I) 45 bar cont. in each row. Substitute ED r precast lintel filled with concrete and (1) #5 cO I Schedule I" x 4" nailer attached to bar cont. for bottom row over openings II'-6" 3'-4'" 5'-41" 15'-10" level return with (2) 8d Mark Size Rough opening Door Description PRESSURE ZONE ring shank nails with min. 1.5" 1/2" dr wall over I" x furrin g p g p penetration into soffit framing strips a 16" o.c, with R4.1 Fi-foll A 9'-0" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 insulation on typical 8" Block walls All dr wall to be installed per FBC R-102.3.1 5/8" thick light textured = y g 3'-011 X 6'-8" 41 %}'"X 83%4"' - stucco on t pical concrete _i and shall meet all pertaining ASTM codes. (� Fiberglass Panel Inswing ZONE 4 yp co Mortar to be T e "M" on proportioned �per FBC R601.1 From bottom block construction and Mortar Joints shall compyly with FBC R601.2.1. C 6'-O" X 6'-8" �4 x 81 /2" of recess Sliding Glass Door ZONE 4 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2"" 45 bar vert. w/ SHEET N O: 30" overlap Fill cell with grout and E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel at each filled cell (1) 45 bar vert. (typical). I" x G" P.T. Buck nailed to Max, spacing shall not exceed block with case hardened nails2 , F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold wood 48" unless otherwise noted Masonry Beam prior to door attachment see foundation plan notes for G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage d5e spacing at openings 1" x G" P.T. Buck nailed to OF S. . .... . .... block with case hardened nails 4" concrete slab with fibermesh OR q and jambs door attachment head J O B NUMBER: H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 6"x6" 410/10 wwM on 6 mil Vis ueen over and J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold _ clean compacted termite treated fill p O O — �/ _ Masonry Wall 1 Q 1 Install SGD Frame thin buck into K , , „ block using tapcons as stated 2 -8 X 6 -8 Solid Core - Wood - 6-Panel - Bi-Fold Grade in product approval form on sheet I. I'-6" X 6'-8" BI-FOLD - L ', o I � � 1- ��000.D00000 Q� ' �0 �QO o p p 1 L� � Head Instalsliding door block lusng tapcons as SG0 Frame rusatkdinto OQ���� °°°°°°°° °�D� ALL Exterior doors to withstand pressures stated in permit info -g g box On Sheet #IJ �_11 ' 1 in product approval form on sheet 4 w x 18 Concrete footing Verif sill attachment re . 0� ���R.8 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL " ' with (2) 45 bars cont. and 45 y 4 Typical Flooring Jamb Digitally signed b °® �� b i�¢" transverse bars at 48" o.c, with product approval on g �/ g �/ � o a ®�® ° � WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I sheet I. o, 0 Sliding Door D &tail Daniel R. Braden �0D, AR9770 ° moo All rough opening dimensions to be verified b contractor ��2„ o��°°°° ° g p T P f SECTION At Masonr Wall NTS / Date: 2021 .04.07 with manufacturer s specs prior to construction Y Coo�� o ° o��°0000 Scale I/2" = 1'—O" Bottom Track sill 10:22:28 -04'00' �����°p QQn �0000 0 2" 12" 14- - - - - -- '-OFO � NDATON FL .4N " �J ? I SCALE: 1/4" = 1' —O" I 1-9 1 STRUCTURAL MOTES : 10pt. PATIO/S A� 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 81 ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS �— — — — — N 1 CONSTRUCTION N ° I — — —i 00 O O _�_�_�_�_ _�_�_�_�_ 00 00 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12 CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT - �� — — � — — — —L _ — — —F4 O r- — — — — — — — — — — — O OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48 O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS - 1 0 F3 1 F1 1 CONSTRUCTION UP TO 5 II WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS O 1 6 O WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. 00 1 — ' Rear Patio/Slab 1 BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM W to be poured separate CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: 18 0- from the house slab. 12'-8-- 1 PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. 0 0 1 -1 Thicken footing to `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS � `n 24"w x 14"d x 24"L � 1 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t I L under filled cells BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. - Is under girder bearing. 1 00 0 0 00 0 DE) N 1 5- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR r — — — — — — — — — — — — — — — — — Rear Patio/Slab to 1 0 SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I be flush with bottom of - FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, FI sliding door recess. 1 to � u' SLAB ON GRADE TO BE A MINIMUM -4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Slope 1/2" � `-'U� o WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR I I °� BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: - II 1 O(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" 1 ° MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" _4 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. I — BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 1 I PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE I F1 1 O Q a- U STRUCTURAL FILL IN LOOSE LAYERS OF 12 IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I 03 4-1 c<l Q U Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: (13 U PROCTOR VALUE. 2 x 4 = Fb 1,500 PSI 2 x 10 Fb I,000 PSI Vani I I Q = t 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI I 4" concrete slab with fibermesh OR 34y "to�h be igh�l H.B. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I 6"x6" 410/10 WWM on 6 mil Visqueen over ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I clean compacted termite treated fill q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 1 �� 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B .C . R318.1 45 bar vent. w/ CONTRACTOR TO REFERENCE F.B.C-R -� I / \ F_ - 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS O ' O O- acing at each filled c (I) #5 bar vert. (typical). -' I 1 • Max.. spang shall not exceed ° �! 48" unless otherwise noted FI Ln Q Wood see foundation plan notes for Thicken edge to 8"x8" %n Base spacing at openings with concrete and 4" concrete slab with fibermesh OR `r 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over I U 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 clean compacted termite treated fill GRADE V z Grade lk _ _ o 0 zE o I = , 1 ( n -� 14"w x 18"d Concrete footing O O — — 2 — — — " ' 0 with (2) 45 bars cont, and #5 PORCH SLAB EDGE DETAIL U 3 3„ transverse bars at 48" o.c. LH SCALE 1/2" = 1'-0" I 13 14 45 bar vert. w/ I 30" overlap ? 1 "0 Steel Ballard 1 #1 , TYPICAL FOOTING DETAIL I W-�� i 1 ®filled w/ Concrete 5 1 at each filled cell O _ > °0 4" concrete slab with fibermesh OR #5 bar cont. in curb Fill cell with grout and J 6 x6 910/10 WWM on 10 mil Visqueen over (I) #5 bar vert. (typical). _ U U- ,, v q Max, spacing shall not exceed °0 `-' M 1 �� 1 1 `c fX 1 clean compacted termite treated fill Curb height Wood 48" unless otherwise noted `� %) -- - � 45 bar cont. Verify based on see foundation plan notes for I 1 1 }'>� 1 n N foundation plan Base spacing at openings 0 I FI 1 1 1 �+— W E m Step per 4" concrete slab with fibermesh OR E foundation plan 6"x6" #10/10 WWM on 6 mil Visqueen over I r— — — — J 1 L� +' 1 z N clean compacted termite treated fill I F1 00 '' 00 1 }; p 1 0 Z W o0 t�l u N Grade IDr = 0 v °_� �_ ,i < } CCACLo �V 41 N I N a0 OD -7 3" 3" (2) #5 bars cont, bottom steel I / 0 OD OD # 10" � I I F1 / �O Z �� � 12" 14"w x 18"d Concrete footing 9 0 0 = 1 5 N �\ 0 1 O 0 o I I I I I I o o ILI r, I fl rr7, , , ;r IL-71 N� with (2) #5 bars cont. and #5 _ 1 �# = F5 1 r r 2 DETAIL AT GARAGE STEPDOWN " transverse bars at 48 o.c. O II - SCALE -O" E 1 3 -1 O O 1 Q- 1 LU U 12" x 12" concrete column = = O ID O I O 14,-6„ I X J block filled with concrete O and (2) u, bars vert. tied a f S GARAGE CURB DETAIL 0 Contractor to provide -�, 1 „ to LL t into lintels above (n proper foundation chairs 6 12'-6" -2 U cn I%2" Min. SCALE I/2" = I'-O" for proper steel installation 1 1 r ° Edge plat F4 r 0 � — — — — Recess for — J 0 Top of f oot er = — — — — — — — — — — — — — N 16" below finished floor - ° 1 00 00 Garage Door 00 00 12" - F 3 12" x 12" concrete column block filled 1 II with concrete and (2) 41 bars vert. tied - 3 0 Min. into lintels above 30"x30"xl6" concrete — column footing with (4) 11II #5 bars each way 3' 2" x 6" PT wood secured with Corner Steel L a p 30" 1/2"dia. x 6" expansion anchors 6 with 2" sq. washer at 18" o.c. iamb overhead door track manufacturerss product ecured o wood approval n t S SHEET 1�O 3 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF S. Filled Cell Masonry Column With One JOB NUMBER: #5 From Footing To Beam Each. Filled Cell Masonry Column With One I � - 30 I Grout fill To Be 3000 PSI #5 From Footing To Tie Beam E3 FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location �OO�DO�O�0000 FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS `''• 0O�Q10 �°s F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS :°"s ' '• EO .' '' 0' %sLR.8 F 30,, x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY Digitally signed by o° o o ® ®�� °o 0 0 Daniel R. Braden o. r° o° �����® a.o F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS Single Filled Cell Column �o.�°° °� ° 14"W x I8"D Double Filled Cell ColumnDate: 2021 .04.07 0�0 00 ° FS NTS ° With Curb at Garage MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS - CURB e 0'-0" NTS 10:22:38 -04'00' ��000Q�Dp�3�Q l beam steel to run Provide 45 bars with 12" min. lap 45 cont. Trusses at 24 o.c. into beam and 48 bar dia. into through lintel and tie to see shop drawings Vert, filled cell, down rods in jamb cells. H IF R O O l- SHEETING by others ATTACHMENT DETAIL R-30 Batts Simpson HETA 20 Strap truss to wall using Simpson MGT with = i s an minlong) /8' d 12" t nimum ai ize angu r r ngt t en ---------------- `- -`--- -.--`- ---`-- ------ ---_-- -_--- --- ----------- Minim re S - 8 xa " anchor a each truss threaded rod with min embedment ihurricane ch ch s 5 la I � mb m 2. M Sc w ize - # 2 into beam eit er we set or in epoxy wit 3. Minimum Sheathing Thickness 19/32" CDX PI wood ( 24 o.c.) supporting Max. (22) IOd nails into truss. Add blocking to ! : l 4. Use nails or screws based on ressure for roo stated R-19 batts 1810 lbs. uplift ET�20 truss leg per detail on this sheet Provide Cast-Crete in permit info box on these plans for zone 3 R-19 batts 8U16-IB/IT precast is .l i' l 0 lintel set in mortar 4 FT(:LE) 30 Min. 8" Bearing — 1 TYPICAL LI00 100 Fill lintel solid with I: l GABLE L60 grout. Provide PT Buck ; attached per iamb Grout Filled Cell 2N ��2 TYPICAL attached NAN Frame ceiling transition BI BI BI ". details into filled cell !' I as needed using metal studs 3 I 4 FT 2R field verify exact configuration 2R R 2E and sizes O — 4 FT Drywall ceiling 4" Pre-cast 2N I r ~ 00 i Sill 4,c �, u_ see typical section L90 B r. 4 FT Oiling transition Insulation Detail N o i Provide 45 bars with 12" min. lap 0 4 FT 2E 4 FT into footing and 48 bar dia. into < N Vert. filled cell. i Ke Zone Edge Field Fastener Pressure ~ W 60 8d ring shank �6 psf = ! . 2E, 2R 8d ring shank 84 psf W a 2N/3E/3R �{" �{" 8d ring shank 84 psf I 12 ° w: _Concrete FootingL45 I a for SLOPE See foundation plan for exact sizes p[ � I 2„ DETAIL AT WINDOW OPENINGS IN _ I I B1 � N � III Scale: I/2" = I'-O" � C- 1 v ZZ //0 4-) 1 ///1 C B S WALL SINGLE PLY REAR GIRDER TRUSS 12 c) 6- � U u QL /,45CLO E ~ E IY 10 U Q Nail 2" x 4" blocking to Vert. leg of r6 Q truss with IOd x 1.5" nails at 4" o.c. I Q7,n_ <r Install Simpson MGT into wall usingg +, N 5/8 dia. threaded rod set min. 12 o into wet beam and (22) IOd nails into truss W � a L Verif with Plan y s- W L � Concrete 12"x 12" I I = u, Lintel Column Block U N I N O v ° o — ° P . - IL � -+ E BI L31t]A (n N o #� TRUSS BLOCKING DETAIL � � 48 Bar Dia. Rebar AT GIRDER STRAPPING uA v� Rebar Min. Overlap + AT CENTER BEARING POINT z - - im ° I O Z � < - - - - - - - - - - - - - — U Column to Lint & l /4 ttacllm & nt z � � W N n/ W <� 3 � Metal roofing an underlayment intstalled per Product Approval ~ CV � N T S a as shown on sheet I over CDX decking - see roof sheeting W O LH p attachment dia r m on roof Ian. _ P-4lm � o � N Mark Size and Description — 1 BI /C LH LH CV � Two rows of beam block filled with concrete and 1 #5 bar 0 � o p r 1 Z BI continuous in each row. Hook vert. bar over top bar with — 1 1�" 22" x 54" 45 90° bend bar with a loll min. lap at top bar. Brace Gable end (!) Attic Access I SLOPE 1-4with 2" x 4" SYP #2 min. L N I with light0) 8ft back nailed to bottom — — —of top chords using (2) IOd I I AH S orte I I Additional Precast Lintel „ „ „ „ nails at each truss BI I AT 2) I S 8'-0" MAX. #5 bars , Lintel Bar Clear A B Aluminum Drip I 1 ON 2) U ES Len Length Len Length S an Bars Bars Edge t Fascia Brace Gable end N '�''. CLEAR 9 9 p ,/8" thick light textured stucco installed per with 2" x 4" SYP u2 I IN TT I I cal N • h N ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed to bottom I I_ _ z I QL JJ� O Q ' ' ' 2'-10" 2'-8" I'-6" 2,#3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd 12" I I V O' ' ' ' ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss ____,� i.____-0 P Flash and Counter - Z in to be 19/32' CDX Plywood nailed at 6" o.c. in field I I - I Z +� 3'-6° 3'-4" 2'-2" 2,#3 none and edges with IOd ring shank nails into studs. flash O W �(i) O 8F8-OB/IT SF8-IB/IT SF8-IB/2T I B I I I I B I L31 Z } OD U O 4'-O" 3'-10" 2'-8" 2 #3 none Nail ledger to I I I ao I �y�y Additional gable end truss J OD OD U #5 bars CLEAR 4'-6" 4'-4" 3'-2" 2,U3 none I I I I A- :'..:.. with (2) IOd ils I I I I I I V One Row of "H" at each web B I I B I I I I OD OD Block Above 5'-4" 5'-2" 4'-O" 2,#3 none Metal roofing and underlayment intstalled per Product Approval I Z N N # as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. O B I L45 = O ^^-a 5'-101, 5'-8" 4'-6" 2,u4 none i I r .( Precast Lintel r .( N Additional i ' ` '.'' i 6'-6" 6'-4" 5'-4" 2,#4 none Simpson HETA 20 or equal 12 < BI W LO U i #5 bars i hurricane anchor at each truss Q- o - --- --- with (10) IOd x 1 1/2" nails 4 PRE-ENGINEE�D WOOD TRUSSES 50 N m O 11.E U �'-6" �'-O" 6'-2" 2,#5 none 9 24"o.c. TYPICAL W SI son ET 2 — W( 24" o.c.) supporting Max. J o � � X � 8FI6-IB/IT 8FI6-IB/2T I810lbs. uplift ( shop drawings b manufacturer ) 8'-4" T-loll T-O" 2,#5 none p P 9 y = h ican anc r a eac trus N BI (� � LLI � Q � U- NOTES: ( 2-4 ;2� .) uppo ting 'lax. cfJ LL I. min. coverage of steel=i.5" Truss mfg to provide level N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 6O. � 180 lbs. U lift -0 return to be I short of wall B I p[ pu X X X X X X X X X X X X X X X LEN yyyy 3. standard for reinf. steel=ASTM A615 BI BI TYPICAL LINTEL SECTION Aluminum Drip L,o L90B �, < Edge t Fascia /�I R-30 blown fiberglass ( PRECAST CONCRETE ) 5/s" thick stucco on 3/8" hi-rib lath In bottom chord of trusses 2 x 4 Sub-Fascia ? 12' attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed no less than 1-3/4" penetration into ETA 20 per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete LINTEL SCHEDULE into vertical wood framing members and (I) 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 Window Rows of Max. Max. Max level return with (2) 8d or Door "H" Block Gravity Uplift Lateral ring shank nails with min. 1.5" 1/2" drywall over I" x furring penetration into soffit framing 5/8" thick light textured strips at 16" o.c, with R4.1 fi—foil Mark Unit Lintel Above Bottom Top Load Load Load P Width Size Specification „ Steel Size Steel Size (PLF) (PLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls IZ" x 12" concrete column block construction yP L22 2'-2" 3'-6" 8FI6-IB/IT ONE I #5 1 #5 6113 354-1 2854 block filled with concrete Vanes - see Ian _ All drywall to be installed per FBC R102.3.1 and (2) #, bars vert. tied P and shall meet all pertaining ASTM codes. L31 2'-6" 4'-0" 8FI6—IB/IT ONE I #5 1 #5 2931 3019 2128 into lintels above OD Mortar to be Type "M" only proportioned��pper FBC R601.1 2'-8" #5 bar Vert. w/ and Mortar Joints shall compl with FBC R601.2.1. 3'-1" thicken edge to 8"x8" 30" overlap Provide Dur-O-Rock at all ywet areas (ex. showers, tubs etc...) SHEET O L45 4'-5" 5'-10" 8FI6-IB/IT ONE I #5 1 #5 4360 2093 946 with concrete and at each filled cell L50 5'-0" C-6" 8FI6-IB/IT ONE I #5 1 #5 S480 1880 1204 one #5 bar continuous BEYOND Fill cell with Grout and L60 6'-8" ,'-6" SFI6-IB/IT ONE I #5 I #5 2661 1634 891 Rear Patio/Slab to (I) 45 bar Vert. (typical). O C F FL /4N L80 8'-O" 9'-4" 8FI6-IB/IT ONE I #5 1 #5 1843 1133 -139 be flush with bottom of Max, spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted OF S. L90 9'-0" 10'-6" 8FI6—IB/IT ONE I #5 1 #5 1533 914 5,9 see foundation plan notes for i ii Top of Tooter Base spacing at openings — OVERHANGS AT l —O UNLESS OTHERWISE NOTED ON THIS SHEET JOB NUMBER: L90B 9'-0" 10'-6" 8FI6-115AT ONE I #5 1 #5 1533 914 5-19 16" below finished floor LI00 10'-0" II'-4" 8FI6-115AT ONE I #5 I #5 1366 -198 604 Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH AT -f:I2 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LIOOB 10'-O" II'-4" 8FI6-IB/IT ONE I #5 I #5 1366 ,98 604 Slope per foundation plan °D clean compacted termite treated fill LI20 12'-0" 13'-4" SFI6-IB/IT ONE I #5 I #5 10,5 606 433 — — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE u2oB 1r-o° 13'-4° 8FI6-IB/IT ONE 1 #5 1 #s 10,5 606 433 - ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. �0000.000000 L140 14'-0" 15'-4" 8FI6-IB/IT ONE I #5 1 #5 1250 485 341 LI60 I6'-0" I,'-4" 8F8-IB/IT ONE 1 #5 1 #5 950 404 251 L160B 16'-3" rr-4" 8FI6-IB/IT ONE 1 #5 I #5 950 404 251 — — TRUSS MANUFACTURER R. ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS -11 ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed q o® oo e LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE Rd l l Fl TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by Daniel R. - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 14 _ o� o° AR9770 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. l CONTRACTOR T O PROVIDE FOR FORM BOARD SURVEY AND T O Braden o��o ° REQUIREMENTS 1 I— F3 T I C a l Section at Front P Or C h PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO a.� °°°° .00 00 LINTELS OVER 14 O LONG ARE TO BE PRESTRESSED. „ Date: 2021 .04.07 00Q��pQ�o00 Scale : 1/2 = I -O TRUSS CONSTRUCTION i i ��0000 oo� FANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles Opt, P,4 T I O/S L,4 B 1 20 1.2 kw #12 Refrigerator 1 Range #6 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 6 Dr er 410 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 'I 8 11 /� 1 20 #12 Bathroom Recepts 9 10 Air Cond nsor #10 5.0 kw 30 2 Opt. P,4 T I O/S L,4 20 1.2 kw #12 Dishwasher II 1 12 149 CFM I 20 1.2 kw #12 Microwave 13 14 Air Handl r 410 5.0 kw 30 2 lOXIOx6 I IS #14 General Lighting 15 16 1 15 #14 General Lighting 11 18 WH #10 5.0 kw 25 2 1 is #14 General Lighting 19 20 / / \ Covered P or e h 1 I5 #14 General Lighting 21 22 GDO 412 0.81 KW 20 I / \ I IS #14 General Lighting 23 24 Spare \ T Spare 25 26 Spare D O O Spare 21 28 Spare � I � Spare 29 30 Spare I M `j TER Cover Porch � Dfi� 00M PANEL "A" LOAD CALCULATION SHEET C, F_ /4 T W.P. Load Description a . Watts Total(Watts) General Lighting (3 watts sq. ft.) 1135 3 5,205 Small Appliance Circuit(s) 2 1,500 3,000 I 149 CFM N lOxlOx6 E ,4 T 0 Range I 12.000 12.000 Smoke Carbon _ - !20 / - - � � Refrigerator I 1,200 1,200 I 12xl2x10 O M Monoxide Detector Cl� Microwave 1 1,500 1,500 v B/A Combo Center Reglstgqrs r Dish Washer 1 1,200 1,200 208 CFM on telling fin 208 CFM I ______ _____ Clothes Washer 1 1,200 1,200 IOXIOX I I OXIOXI ,C� �d_J I $ s 12xl2x10 Clothes Dryer 1 5,000 5,000 - - - - B/A o M Water Heater 1 4,500 4,500 I I I (1 N _ - Garage Door Opener 1 810 810 9 CFM H. I GFci (� 6- U Q► �/ iwng 8 X4 x,4 I Total Watts 35,415 BE. LO CIA Q V First 10000 Watts $100% 10.000 10.000 I 16" H.B. Remainder 25,615 1140%, 1 0 10,246 L - - - - C T Electric Heat or A/C 10,000 a65% 1 10,000 10,000 I 1211 8x4x4 I I I S Calculated Load Watts 30,244 54 M 240 Voltage i ,�' 1 \ / - - _ __-- Vent _t�ru DINING I I I CDININGI I � Calculated Wattage Divided by Voltage = Total Amps 124.02 O O M i o B /4 T DINING 1 / 1 Soffit L - - Panel Size Required = 150 Amps I i' I I N EX{1aUSt DUG M ' F� Thru Soffit el O O I I1 c: F - �T�F� GFI / n I E l & ctric a l S mbolLegend I I d , 1 - S Single Pole Switch ® Recessed Can Light - - - - - - - - I IN, \ I ,'/'° _ _ 5 FAN 162 CFM \ o / ® � 1 S3 Double Pole Switch ® Eyeball Recessed o 12xbxl 21 C M LJ I O P Push Button Switch Exhaust Fan H.B. 10 xb LJ \ interrupter PC Duplex Outlet Ceiling Mounted Light 15 CFM 24 xl6 „ I I � Vent thru r `� _ _ _ _ _ _ --- 8x4x4 --- -Smoke / Carbon ----- - - I-R/A Monoxide Detector J Special Receptacle F Wall Mounted Light Soffit �eiin I I 1 o Combo I I ��� Exhaust �c Waterproof ground fault circuit Light with Pull Chain (attic) T �- 9� _ _ _ _ _ _ GFI HiriEs S 3'-2" 3'-2" 24' \ Duct Thru Z ® Floor Duplex Outlet © Computer Connection Jack I T o PEC H B --�- M \ Wall - I I I T 1� \ \I ® - _ - w.P- GFI Q --I--L O cr1 Carbon Monoxide Detector Flood Light - - - - - - - I 50 M - Install owlet U Q Thermostat m Electrical Panel I C F O - © I $$� Exhaust Duct '\ � - - � under disc. � Central Vac g Electrical Meter I W I \ 0 not shown for f1 LU > 1�„ - - - - - Thru Soffit GFI min m = F1 clarity v I ® Smoke Detector Ceiling fan 1 s'o I O 1 22" x 54" 1 - - - - - - - _ U 144 CFM = Attic Access �� 42"h GFI Television Jack © lOx6x6 I\ �Q <JI I with light - J / � \ I .H. ��C � � Telephone Jack AC c ,4/C Disconnect - _ J L / r W ® I x 4 Florescent Light ® 2 x 4 Florescent Light 8x4x ISO el p Meter /�� enter O I I�" m 22 x 54 1 I SPKR Speaker Hook-Up 5 C O l�l D ' - - / /� Attic with light Access I / v (n FB = JUNCTION BOX TO SUPPORT ,4 FAN D M N C O D - I J L Optional J / D R O O D1 panel loation"Rc' I yO �`m p r'1 e t e r O THERMOSTAT LOCATION 12x12x8 r;� Y S ® / Panel ' B/A � �PUII chain N m light in attic / / o O B,4L,4NCED ,41E '® � !U � O ° z W OD m O FIELD VERIFY SERVICE LOCATION RESPECIYE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW i_________________i FB / \ 42"h GFI C; > � ap A/C disc. A/C disc. < 06< < `y U #2/O AL SER Cable g A- -1 I I \ Garage U Q (3) 91 THHN Copper With 3*1 Grind I I -3 \ Door OD aD 2" PVC Schedule COYEPED I I Opener ---------- = I z CVCV # 40 conduit 2" PVC Schedule I I1 , v 150 150 Wire Or Y / AMP 40 conduit sleeve AMP P O P C�"� I I \ I I U Mcs Into attic MCB I I Front Post \ I I - C: r r PANEL AHU PANEL AHU Light w.p. GFI / \ I I U O r r 200a rated 200a rated I I \\ \ I I W U �3 m meter can O meter can O ~ I I (U U_ METER METER � intersystem bonding Intersystem bonding \ \ C O Y E P E D / U Termination point Termination point \ P O IZ C H N 2" PVC ( FPL�� 2" PVC ( FPL�� _ / \ i i ''"-' < 'I- schedule 80 schedule 80 - - 2" rigid service I=PL 2" rigid service FPL GEC Bare 96 co per wire GEC Bare 46 co�Rper wire \ _ to (2) 8'-( ' Galvanzied to (2) 8'-f7 Galvanzied ground rods ground rods W ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISERD7L07/4F_ L F_ 7 /4 L F L / Q - 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 SC ,4 L E : I / 4 11 = I i - O 11 S C � L F_ : 1 / -4 - 1 ' - O - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment c I I E E T *II�l O: o Post Light with .71-i I ELECTRIC NOTEs: � Photo cell � ttle Venting Calculations PAC 230 �► ° T E - 15. Contractor shall guarantee all materials and workmanship 20. All equipment and anel sizes shall be verified before 6'-3" ° I. Use copper wire only from panel to devices g PP 2. Provide and wire all required smoke � Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to d Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. Total t t I C S p a C - 212 Sq. t. O F S /� 3. Contractor to verify location of electrical year from closing sale of house. x _ // service and provider. Correction of defects shall be completed Without additional 21. Furnish and install all fixtures as called for on the plans W O Venting Ratio I / ISO - 14 . I ( s q. f t. required JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. ' /5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. N 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 P r oY I�& C On t I n u ou s Y e n t&d Sof f it 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 IL ���QO.DOO�000 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT O�U � sleeved in VC I1. All work shall be done in accordance with the N.E.C. and conduit. Q ° 10. ALL A/C Equipment shall comply with energy calculation shall coin I with all local codes and ordinances, and shall II. All work shall be performed b a licensed electrical P y 24. Dryer Vents to be installed per Q. C2F ° o p y meet all standard requirements of the local electric utility FBC RM1502 Q° a �p�L�•8 � contractor, the completed s stem shall be full operative. and telephone company. DI Ita11 signed b �' ° I 'o b 12. Contractor shall pay for all lees, permits, testing, and Digitally g y O; o ° o O inspections including blower testing where required. 18. The electrical system shall be completely and effectively Daniel R. Braden � �°°° A�g��® 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. �� PS interference with the progress of construction, o,Q. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Date: 2021 .�4.�7 0 °° ° °°°-010, 0 p OQ against the public liability and property damage for the labels where applicable. 1 0:23:00 -041001 �����Q°p�� duration of the work. ����00O �QQ