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HomeMy WebLinkAboutapproved PLANS(1) U N t 0 (Tp L V C GENERAL NOTES PROJECT INFORMATION INDEX OF DRAWINGS LQ -W o �L ESQ fu _ � N -6 � L � L N O' N L O w O L a� y O U1 3 L A� DESIGN PARAMETERS: OCCUPANCY: `O a n °J " SUMMARY OF WORK: Florida Building Code (7th Edition, 2020) R3 One-Family Residence � U, 0-- t �J. J. J. J. J. o � u 1. Project Description: New 2-story residence. Florida Residential Code (7th Edition, 2020) �� a--� E , o a` 2. Work Involved: Florida Existing Building Code (7th Edition, 2020) CONSTRUCTION: Q) (U (U :� Florida Plumbing Code (7th Edition, 2020) Type V .1'+-�- -�+ -�+ ��' +-�- t E 3 Q0 a. Roof: 5V-Crimp Roofing, Peel-n-Stick Roof Underlayment, exterior sheathing, pre-engineered trusses, R-38 Florida Mechanical Code 7th Edition )202o Unprotected, Uns rinklered Sheet Sheet Title 3 � _ Blown Insulation for A/C space. Florida Fuel Gas Code (7th Edition, 2020) Ext.. brg walls - CMU (Ground Floor) - Wood Frame (Second Floor) + _0 b. Walls: 2017 National Electric Code Pre-fabricated wood roof trusses `0 -o o 2 o i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk rigid board insulation, 1X P.T. furring 2012 Florida Accessibility Code (7th Edition, 2020) Int walls-metal stds &drywall C1 Cover Sheet, General Information + Notes " and 1/2" drywall at the interior side Florida Energy Code (7th Edition, 2020) Q 3 y 3 u ii. Interior: Metal studs, Batt insulation, with 1/2" drywall each side Florida Fire Prevention Code (7th Edition) AREA TABULATIONS: (include exterior walls) Al Ground Floor Plan + Wall Legend ) - CU c _ c. Ceiling: Ground Floor A/C space: 2,616.5 gross sgft. - o U �, M C U Building Design: Enclosed Second Floor A/C space: 595.5 gross s ft. A2 Second Floor Plan + Wall Le end ¢ u Q _6 E a a i. 5/8" drywall - see plans for trays, coffers and vaults 9 9 P g q ii. Exterior ceiling finish shall be 1/2" thick stucco on high rib lath attached per note on wall section. Ultimate Wind Speed: 160 mph 3 second gust A3 Building Elevations d. Foundation: Concrete thickened slab edge and 4" concrete floor slab Nominal Wind Speed: 124 mph Total A/C space: 3,212 gross sgft. e. Mechanical: Building Category: II A4 BuildingElevations Fo Q E co Wind Importance/Use Factor: 1.0 - rn Garage: 432.5 grosssgft. S1 Foundation Plan + Notes C 4 o i. Provide (2) unit per plans Internal Pressure Coefficient: +/-0.18 Front Entry: 136 gross sgft. a) M O , ii. Exhaust all bathrooms and dryer Building Mean Height: 22'-0" Covered Patio: 414 gross sgft. S2 Low Roof + Second Floor FramingLL N aU' f. Electrical: Roof Overhang: V-4" a5 - L N ) i. Provide power and lighting per plans Roof Pitch: 5/12 Total New Bldg. Area: 4 194.5 gross s ft. S3 High Roof FramingPlan ■ m L P 9 9P P 9• 9 q � �, � ii. Provide 300 am service and 40 slot panel Garage Design Pressure: Int. Zone +30.4/-33.5CU P P g 120 sgft. Ext. Zone (+30.4/-36.9) S4 Structural Details 0 + a) o g. Plumbing: coo •fA i. Provide water heater per plans Door Design Pressure: Int. Zone (+32.5/-35.6) Pi Ground Floor Plumbing Plan L Lu ii. Provide sanitary lines per plans and risers 50 sgft. Ext. Zone (+32.5/-41.0) a) U v P P P2 Second Floor PlumbingPlan ■ E iii. Provide plumbing fixtures per plan Window Design Pressure: Int. Zone (+34.7/-37.7) 00 00 + h. Fire Sprinkler: Shall be provided by "Others" 20 sgft. Ext. Zone (+34.7/-45.3) E1 Ground Floor Electrical Plan 0 O N � Exposure: C U L i. Work completed shall meet all local and state building code requirements. Design Loads: Roof Dead Load/Live Load: 15/40 psf E2 Second Floor Electrical Plan COORDINATION: Floor Dead Load/Live Load: 15/30 psf Impact Protection: Hurricane Impact Resistant Doors and Windows 1. Contractor shall verify existing site conditions of project location prior to commencement of work. }, 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. CU 3. Contractor shall verify space requirements and location of project utilities. 4. Contractor shall field verify all dimensions of project. Do not scale drawings. 5. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work preformed. 6. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work preformed. Product Approval Submittal Affidavit 7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. Bldg Address: 1408 Lone Pine Drive Contractor: Homecrete Homes CHANGE PROCEDURES: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: 1. Architect will submit Supplemental Instructions for minor changes. 2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design b approval for all changes made by the Contractor. Commencement of the work without written approval from Architect Miami-Dade Description Size, Spacing, & Embedment Pressure Pressure and Owner, the contractor will assume responsibility of work preformed. FL#5823.2 SINGLE-HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +67.5/ -70.0 N" •fGy WINDOW SH LOW E and Doors 7/8"thk Type'A' FL#5823.2 into 1X P.T.wood buck SUBMITTAL: 270 Impact Anchors: 3/16"anchors @ Head,Sill and Jamb . �+ Attachment: Head/Sill-6"max from corners L N 1. •Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for Head/Sill-(1)@ mid-span 1 1 p N , + thisproject. HeaJamlb-6)max frorm corners ■0. - - P j SYM BO LSNorton o9:24:28 -04 0o L.� . . Jamb- 16-9/16"max O.C. Zak 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Jamb-(1)@ center :Q AR91827 Contractor shall be responsible for the cost of any testing requested by the Owner. Embedment: 1-1/4"min into concrete thru 1X •- Use 3/16"dia. Elco Ultracon Anchors TEMPORARY FACILITIES: FL#16177.1 SINGLE-HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +70.0/ -70.0 O Window Ax.x Wall Section Ax.x Deta i I +•' ► WINDOW SH LOW E and Doors 7/8"thk Type'A' FL# 16177.1 into 1X P.T.wood buck 1. Contractor shall provide and maintain access to the site of the project. 270 Impact Anchors: 3/16"anchors @ Head,Sill and Jamb 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. Attachment: Head-6"max from corners O Door Building Section Interior Elevation Head-17"max O.C. ## 3. Contractor shall be responsible for maintaining a clean and safe construction site. Sill-Not Required AX.x xx.x LL 4. Contractor is responsible for the removal of all construction debris. Jamb-6"max from top corners ThiS item has b"R eieciConicaii Q P Jamb-(2)at 4"O.C.from bot corners 1' a Jamb-4"either max O.C. signed and sealed by NKOLE Jamb-4"either side from center XXX Room Name # MATERIALS: Exterior Elevation NORTON, I LEER us,rg a Q 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials Embedment: 1-1/4"min into concrete thru lX XX.X �5 P P ] P Use 3/16"dia. Elco Ultracon Anchors Digital Signature and L+d��. Printed of this project shall be installed free of damage. FL#20468.6 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapcons shall be spaced as per product approval See Cover Sheet +67.0/ -67.0 Copies are not Consiaered stned Q ENTRY DOOR Opaque on Sheet 8 of 11 m bnd sealed and she signature must O Anchors: 1/4"X 3"Tapcons @ Head and Jamb Buck Attachment: Head-4"max from corners77 PROJECT CONTACTS Jamb-4"max from corners C ye{t on any etonlc m of Jamb-13.00"max O.C. Frame Attachment: Head-6"max from corners N Jamb-6"max from corners ON Jamb-14.00"max O.C. OWNER/CONTRACTOR: ARCHITECT: Homecrete Homes n2 architecture + design 6 FL#20468.4 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapcons shall be spaced as per product approval See Cover Sheet +67.0/ -67.0 3: ENTRY DOOR Opaque on Sheet 8of11 Robert Cenk Niki L. Norton, R.A. Anchors: 1/4"X 3"Tapcons @ Head and Jamb Buck Attachment: Head-4"max from corners 2162 NW Reserve Park Trace 2081 SE Ocean Blvd. Suite 1A N 9 Jamb-13.00"max O.C.Jamb-4"max from corners Port St Lucie, Florida 34986 Stuart, Florida 34996 Frame Attachment: Head-6"max from corners (772) 873-6707 (772) 220-4411 CD Jamb-6"max from corners Jamb-14.00"max O.C. /'�� V! U FL#20468.10 FIBERGLASS Smooth Star Thermatru Corp. Impact Resistant Tapcons shall be spaced as per product approval See Cover Sheet +67.0/ -67.0 V ENTRY DOOR Opaque �' on Sheet 8 of 11 -J FRENCH DOOR O LOCATION MAP ^ M �J V�J Anchors: 1/4"X 3"Tapcons @Head and Jamb � N Buck Attachment: Head-4"max from corners i Jamb-4"max from corners Jamb-13.00"max O.C. ^ , O c W Frame Attachment: Head-6"max from corners / �} E Jamb-6"max from corners 0. ^, V Z3 Jamb-14.00"max O.C. > (Y� 0 ■� I o c- ' 0 0 FL#20838.1 S.G.D. 8800 PVC Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +65.0/ -65.0 L _ Q .4- IMPACT SGD and Doors 1"Overall FL#20838.1 into 2X P.T.wood buck •L Anchors: 3/16"anchors @ Head,Sill and Jamb ' w' E W O O L Attachment: Head/Sill-6"max from corners r T O 11...." Head/Sill-(1)mid-span of panel •_ Head/Sill-4"either side from center _ = a U LL Jamb-6"max from corners Jamb-21"max O.C. `" PROJECT LOCATION �n1�� �^I�, O/ Buck Embedment: 1-1/2"min into concrete I � �-'� W W M V, , L v IT Use 1/4"dia.ITW Tapcons. 3"from corner,8"o.c.stag. - ^^L,, CO Window Embedment: 1-3/8"min into 2X Z3 L O W W Use#12 wood screw anchors ^V^,, J '- FL#16546.5 GARAGE W DOOR CLOPAY#73 CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0/ -42.0 O a--J ('V v Supplement Guide-Attach Buck W/5/8"0 x 6" L O Asleeve anchors @ 18"O.C. - � Y O ;} O .t •1 V 1 ` dl FL# 11602-R10 ROOF TITANIUM Owens Corning N/A Installation shall stricty adhere to product approval See Cover Sheet -45.0 ;• " '^ .• �--I U_ u UNDERLAYMENT ROOF Roofing and Asphalt FL# 11602-R10 UNDERLAYMENT V) PSU 30 Rev. # Date ga l vanized annular ring shank nails through 32 ga. Self-Adhered and back nailed 6'O.C.max with 12 ga. = �_� 1-5/8"0 tin caps in accordance with Owens Corning ' �r Roofing and Asphalt,LLC published installation p requirements. N N - Product Model # Manufacturer Attachment Method Type, Building Design Product Design _ � - 'A ,- Size, Spacing, & Embedment Pressure Pressure L Tube Mullion Custom Windows 3"Tube Mullion-Installation shall strictly adhere See Cover Sheet s ► ? Mullions +65.0/ -65.0 •9+��i FL#9520.1 and Doors to Product Approval FL#9520.1 Use 3/16"dia.ITW Tapcons at each hole { f' aim U Provide a minimum of 1-1/4"embedment _ ; ■��� -s ," .b Roof 26 GA Extreme Provide #10 x 1-1/2" Hex-Washer Head wood screw See Cover Sheet N/A 5V-Crimp Metal Fabricators to penetrate 3/16" min. thru deck or 5/8" embedment Panel into wood plank O FL# 17022.1 r\JSiding Stucco - 5/8"Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A 2T y 5 ' t L Project 21-0716 Number Soffit Stucco - Stucco finish over high rib lathe See Cover Sheet N/A Status CD provide 7" x 24" soffit vents refer to sheet S1 "" 1.•,yam " �r�t}+ '' �a Issue 09-Sep-21 date �`� ,. h '�, ,r�.x, ,� ••� �r � Arj ,� •►-�• , r �,<.Fin'1y �'nr'. °8 ` LA I have reviewed the above product approval information and and approved it. j : = Q p[ p pP Pp ,C ` -' T V}t�' ^ [S„n. '� ► A ti ;,. •y, - .,�'�k.�. Name: Nicole L. Norton/n2 architecture + design �t =•�sl - Sheet O Signature: C 1 -' ` .. s `- j:a „ •1v' :, T ',-:r., Certification Number: AR 91827/ AA26002853 Date: 0, ,��. .� .R - R ��~'kci_ • �+ "`y� y ' `'G, N 1r '4 �'► •� „`,� +Y' � 4 NI Cover Sheet c a� w ro a) t 0 (Tp L U C 28'-8" 15'-0" 14'-0" a,Y E o E fl o WALL LEGEND L = o � � a � � 1'-4" 13'-0" 1'-4" 13'-0" 3'-4" 9'-4" 2'-4" fu 3 L =Q, �a) 0--0 L O O L Ll H.B. a� �, o m 3 M (n _ -0 w v) 8" CMU WALLS WITH (1) #5 VERT AT 48" O.C. MAX, ALL CORNERS AS SHOWN AND EACH SIDE OF OPENING AS SHOWN. EXTERIOR FINISH SHALL BE TEXTURED STUCCO. INTERIOR FINISH SHALL a ,� —°° c BE 1/2" THK GYP BD. WITH 1" THK. RIGID BOARD INSULATION (R6.5) AND 1X P.T. FURRING O � � o o � 3 L E)— 6 L Q WC M INTERIOR NON-BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. ° f6 � °2 —' � BAH 3 - MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. L 3 co ATTACH DRYWALL WITH #12 X 1-1/4 DRYWALL SCREWS @ 8 O.C. MAX AT SIDES AND 12 v 115B "' SH ER C TEMP. O.C. MAX IN FIELD .� o ) � 3 O WOOD FRAME BEARING WALL - 3-1/2" U.N.O. WOOD STUDS SHALL BE @ 16" O.C. U.N.O. � .� �; � � 3 3 � u - L U UNLESS OTHERWISE NOTED. PROVIDE R-11 BATT INSULATION WHERE SHOWN O ,o � n o - OPL +� ± +� U � CUCU a ° ¢ -6 Eaa I _ 2X6 P.T. STUD WALL @ 16" O.C. MAX. EXTERIOR FINISH SHALL BE TEXTURED STUCCO FINISH 00 114E OVER PAPER BACKED WIRE LATHE. INTERIOR FINISH SHALL BE 1/2" DRYWALL. PROVIDE MIN Q co R-11 BATT INSULATION IN WALL CAVITIES. � — w o � 2 4 U .5 M O C T T U) I BEDROOM 4 N 114 co 2'i " 10'-4" + m N DOOR SCHEDULE o •� OEGRESS L O DOOR SIZE DOOR FRAME NOTES: O LU NO. (SEE NOTES BELOW) E 56" HIGH CMU WALL WIDTH HEIGHT THICK MAT. FINISH HDW. TYPE ELEV. MDL# MAT. FINISH T'HOLD E p + 101A (2) T-0' 8'-0" 1.75 FBR FAC 1 6-PANEL - FBR FAC AL 2,3,4 0 28'-0" 14'-8" 12'-8" L 101B 2'-8" 8'-0" 1.375 HCW PTO 3 6-PANEL WD PTO - 4 � m m co 0 102A 2'-S" 8' 0" 1.375 HCW PTD 2 6-PANEL WD PTD 4 V T' FAMILY ROOM N 102B 2'-8" 8'-0" 1.00 HCW PTD - BI-FOLD - - - - �••' 109 102C 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL WD PTD - 4 5'-6" T-10" 5'-0" 7' 2" 7'-2" 103 2'-8" 8'-0" 1.375 HCW PTD 3 6-PANEL WD PTD 4 L N BEDROOM 3 I I C�� CIO 104 2'-S" 8' 0" 1.375 HCW PTD 3 6-PANEL - WD PTD - 4 OEGRESS �Q COVERED PATIO 109 113 105A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - WD PTD - 4 iv p 105B T-0" 8'-0" 1.75 FBR FAC 1 FRENCH FBR FAC AL 2,3,4 - / 10 Q N o 106 9'-0" 8'-0" 1.75 VIN FAC - SLIDER - VIN FAC AL 1,2 N O RESS o N (E�EGRESS 108 6'-0" 8'-0" 1.00 HCW PTD BI-FOLD - -in \ _ 109 6'-0" 8'-0" 1.75 VIN FAC - SLIDER - VIN FAC AL 1,2 \ -1 110A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - WD PTD - 4 Ln 110B 5' 0" 8' 0" 1.00 HCW PTD - BI-FOLD - - 106 113 113 111 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 ONWER'S SUITE 112 2'-8" 8'-0" 1.375 HCW PTD 3 6-PANEL - - WD PTD 4 105 .,FL AHU 1 - iV 113A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - WD PTD 4 113B T-0" 8'-0" 1.00 HCW PTD BI-FOLD r 1■'��}-5y �O NL � +YSO f o w 114A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - WD PTD - 4 0 0 +TT l Fn 114B 6'-0" 8'-0" 1.00 HCW PTD - BI-FOLD - - - - AR{)1827 :� ISLAND 1O1 WC 115A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL WD PTD 4 .' @ 3 " A.F.F. REF JA LL HAL 115B T-0" 8'-0" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 i i' r, LIVING ROOM OP BA H 2 116A 2'-8" 8'-0" 1.375 HCW PTD POCKET - - WD PTD - 4KITCHEN � 111 116B 2'-8" 8'-0" 1.375 HCW PTD - POCKET - - WD PTD - 4 U_ TEMP. 117 2' 8" 8' 0" 1.375 SCW PTD 1 6 PANEL - - WD PTD AL 4,5 This Item "s #etn el-earoniCalN- - 118 16'-0" 8'-0" 1.75 MTL FAC - SECTIONAL - MTL FAC - 2 signed and sealed by NKOLE 13'-0" 19'-0" 3'-0" 5'-0" 2'a0" 7--0' - - 0 o o cn ,1, 00 o NOIkTON• PJI, LEEb AP using Ia 0 0 � � - TUB _ Q o is L_ v � � N - - - - - - - 1 � r � 201 3'-0" 6'-8" 1.00 HCW PTD BI-FOLD Digital Signature dl?dDate. Printed 00 6'-1 T-0" T-2" P S L a 00 Q o o O H O UP 202 2'-S" 6' 8" 1.375 HCW PTD 2 6-PANEL - WD PTD - 44p5 are not Consedered S4�,r�Etid OO in Y w O 1 and mated and Ehe signmufii must Ln - OC) > O p R &S1.375 HCW PTD 3 6 PANEL - WD PTD - 4 Ln 00 HEAD @ � ----' ---------- be verified on any electronic v _ U - R S 8, 0„ ! \ i 204A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL WD PTD 4 ----- / N F 110 cn N W.I.C. / G DY Q I Q 204B 2'-0" 6'-8" 1.00 HCW PTD BI-FOLD - CD 104 / M L — \ ,( wjU C rn = Ln = HARDWARE LEGEND rn WOOD m 1 o w COLUMN Q - SCW SOLID CORE WOOD FBR FIBERGLASS PTD PAINTED FINISH �I ap o _ Ln En SCM SOLID CORE METAL MTL METAL DOOR/FRAME PWD PAINTED WOOD 1 o GL TEMPERED GLASS DOOR WD WOOD DOOR/FRAME FAC FACTORY FINISH 6'-4' 3'-4' 13'-0" - 7'-0' 8" 5'-8' �, 3' 2' 10'-2' HCW HOLLOW CORE WOOD AL ALUMINUM DOOR/FRAME MFR MANUFACTURER RECOMMENDED N 104 103 C�CEb` - O O ICR JUo U) VIN VINYL DOOR/FRAME a� 'N.I 108 116 It LU w - HARDWARE � 1 L()3 1 � � o - R&S ;y SHELVES / 1 '\ Z ° � NO. 1 NO. 2 NO. 3 Q) U FOYER E EGRESS EXT. DEADBOLT LOCKSET LEVER HANDLES LEVER HANDLES ^ , U 101 BUTLER o LEVER/PULL HANDLES THUMB LOCK BB HINGES W WC - -10" 1'-10" 21'-4" 8" 5'-8" A. BEDROOM 2 WEATHER STRIP BB HINGES L C 1 2B w 1 o DINING ROOM N fffffco > 0 � o rn TEMP. 02 w 107 1. NEW GLASS DOORS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. INSTALL ALL EXTERIOR DOORS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. U 0 116B I 3. FRONT ENTRY DOOR SHALL BE BY THERMA-TRU. f � M o MAWEB H 4. HARDWARE SHALL BE BY KWIKSET. '� � � 5. 20 MINUTE RATED SOLID CORE DOOR WITH WEATHERSTRIP AND SELF CLOSING HINGES. Q -0 1 U ao CKAV 00 C10 W H L 4 H B = _ ® o LAUNDRY O W O 0 O L c u, u, 117 a L U of CRASH POST \ a--i `n D N L �' Z3 L O D 00 2'- 1 2' S'-5" 2' 3 1 2" 2'-8" 3'- " 3-6" 7'-6" 6'-2" 9'-0" 10'-2" o O V J •— � TUB � ENTR - o jj 001 M 0 0 C11 O Q_p 10' 0" GARAGE 118 Rev. # Date M co 0 M NI N O c © © © 19'-8" OP Ln a) iO En O t Y _ � J U 2 a w w w J W O % 118 Project 21-0716 N Number 0 Status CD Issue 09-Sep-21 2'-4" T-4" T-4" 2'-4" V-4" 9'-8" 1'-4" 9'-8" 1'-4" 2'-6" 16'-0" 2'-6" date 2'-0" 11'-4" 23'-4" 21'-0"cf� Sheet A i N 0 57'-8" U 1 - GROUND FLOOR PLAN Ground N� SCALE: 1/4" = V-0" Floor Plan 0 c N V) } yam-, C a0- C U N t 0 (Tp L V C WALL LEGEND f13 <w o �, -a c N 6 L N O N L OL w O L 0-= y, O U1 3 M (n a-+ "O a-+ O V)`° 8" CMU WALLS WITH (1) #5 VERT AT 48" O.C. MAX ALL CORNERS AS SHOWN AND EACH SIDE OF - - ` v W --� � fl c _ _ _ _ _ _ OPENING AS SHOWN. EXTERIOR FINISH SHALL BE TEXTURED STUCCO. INTERIOR FINISH SHALL C'- CL o u� a�i 0 c Z - - - BE 1/2" THK GYP BD. WITH 1" THK. RIGID BOARD INSULATION (R6.5) AND 1X P.T. FURRING O ° o 0 U 3 4-J : ` Q I-I INTERIOR NON-BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. f6 MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. L s 3 ATTACH DRYWALL WITH #12 X 1-1/4" DRYWALL SCREWS @ 8" O.C. MAX AT SIDES AND 12" rn v 3 H O.C. MAX IN FIELD •L fu 0) � o o C: � � U 3 WOOD FRAME BEARING WALL - 3-1/2" U.N.O. WOOD STUDS SHALL BE @ 16" O.C. U.N.O. - - UNLESS OTHERWISE NOTED. PROVIDE R-11 BATT INSULATION WHERE SHOWN O ,30 ( a w °J C U C CU Q U < n Eno 2X6 P.T. STUD WALL @ 16" O.C. MAX. EXTERIOR FINISH SHALL BE TEXTURED STUCCO FINISH OVER PAPER BACKED WIRE LATHE. INTERIOR FINISH SHALL BE 1/2" DRYWALL. PROVIDE MIN R-11 BATT INSULATION IN WALL CAVITIES. � Q w o C: 2 " U II � U) � CN .- LL N U) m L � T - - - �- 0 WINDOW SCHEDULE + � vN = Z - - - - - - - - - - - - - - - - � r - - - r- - - - - - - - - L_ - - o -- WIN SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL#/SERIES TYPE NOTES: L LU N TYPE (STYLE) (SEE NOTES BELOW) 0) U) O WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE E A 6'-4" 5'-0" VERIFY VERIFY WHITE WHITE CUSAND OIORSOWS 8100 VINYL SHUNGE 1, 2, 3, 4, 5 00 o CUSTOM WINDOWS SINGLE B 2'-0" 2'-0" VERIFY VERIFY - WHITE WHITE AND DOORS 8100 VINYL HUNG 1, 2, 3, 4, 5, 6, 7 U OM C 2'-0" 4'-0" VERIFY VERIFY - WHITE WHITE CUSAND IINDOWS 8100 VINYL SINGLE 1, 2, 3, 4, 5, 6, 7 U CUSTOM WINDOWS SINGLE - - - - - - - � D 2'-6" 5'-0" VERIFY VERIFY - WHITE WHITE AND DOORS 8100 VINYL HUNG 1, 2, 3, 4, 5 E 3'-2" 5'-0" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS 8100 VINYL SINGLE AND DOORS HUNG 1, 2, 3, 4, 5 F 2'-O" 5'-0" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS 8100 VINYL SINGLE 1, 2, 3, 4, 5 U AND DOORS HUNG s_ G 6'-0" 4'-8" VERIFY VERIFY - WHITE WHITE CUSAND IINDOWS 8100 VINYL SHUNGE 1, 2, 3, 4, 5 IIOM H 3'-0" 4'-8" VERIFY VERIFY - WHITE WHITE CUSAND OIORSWS 8100 VINYL SHUNGE 1, 2, 3, 4, 5 - - - NOTES: 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8' 0"A.F.F. UNLESS OTHERWISE NOTED, REFER TO ELEVATIONS SHEET A3. 3. 5.7 SQFT FOR EGRESS FOR ALL BEDROOMS AND LIVING AREAS. \\\ 4. VERIFY WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER. II 5. INSTALL ALL WINDOWS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. \ 6. AS PER FBC R308.4.5 PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS. �\\\ 7. PROVIDE OBSCURE GLASS AT ALL BATHROOM LOCATIONS. II OF Flo L - Z - - - - - - - - - - 5 - -J� L� ,� � - - � b l II Li II 6-4 II 1L 32 32 20 20 26 3'-2" 20 JJ o Q AR91827 F �_ JI N Z o o 0 0 ,• + I I II I I I I I II II I I a n' ThiS Item n-aS n eiearonicai � � 5igne LE ,. o III a Q III Digital Signature and Date. Printed H Li -I Ll 1 6'-0„ Copies are not corwOeced shed - - - - - - Q I L J - and scaled and the signature most `N C - - - �J I I 3-° 3-° � be verified on any eGe�xron�c Ln I F- - - - - - - - �� 77 I I I I I I ropies- N II F� �� 1 CD II II 00 00 TEMPERED GLASS SHOWER ENCLOSURE o II III CD - - sH�wE L a UU LF P.T. WOOD COLUMN o 1 1 BELOW BONUS ROOM 1 En 2 - WINDOW TYPES U N - - � II 00 1 1 SCALE : 1/4" = 1'-0" p - - - � 1 we -1 L__ 5'-10" 3 2 10'-4 1/2" i O M _ �_ - - - DN = _� EGRESS •//1 (n L U 1 1 1 ,�v 20 E Q) .O O °00 \ 1-1/2" HANDRAIL _ 2LL ii L - - - - - - = N N - �r - - � L - - - - -� - - - �INEN _ 0 201 o L Q� L 0 , 1 1 2 U J 20 - N L I T - 1 2 ,--1 LL O o II I , = 20'-0" Rev. # Date 11 11 H En BEDROOM 5 H N - E - -CZ - - L -E - ] - o EGRESS EGRESS ol 11/2" 01 a) U V _ C a) 1 1o3 to 1/2„ Ln - V) j - 1-1/2" O HANDRAIL >, N 1016 N AS PER 2010 FBC j R311.5.6.3 TYPE I. L 6'-2" 7'-0" 6'-6" MATERIAL TO BE Y ^ SELECTED BY OWNER. 2 W.I.C. U 203 I L R &S r o Project 21-0716 N Number Status CD EGRESS Issue 09-Sep-21 date a� 4'-0" 4'-0" Sheet N 6'-6" 8'-0 61-611 A 2 Ln 1 - SECOND FLOOR PLAN 21 - 2 - HANDRAIL DETAIL SECTION 3 - STAIR SECTION Second N� SCALE: 1/4 - 1 -0 SCALE: 6 = 1 -0 SCALE: 1 - 1 -0 Floor Plan 0 c � o c vn a`i " � " cm � " aci t o m t c ,m i E -0Q = U c Ow c r`o3Q) � L +3 N L L Y L '• L N t -0-0 O 5'-5" a) 'L 7 a 0 u) C a) 0 0 U C O ++ 0 = © 7 m 0 0 0 n n " n u n n 4 C C O-0 3 1 -3 1/2 4 1 -8 4 1 -3 1/2 3 C n3 .7 , L L Q a) f--�� L � Ez a� 0) 3 '2M y '3 -o L -1 ++ '6 a) v.60 O ,n s c t cn , I , I L N : Y + o Ln 0 12 O a�a � � m - - 'a L p(n L ' C O t N + i Q5 — cU nsc L Q ° Q _0 Ea(UQ O O O 19'-4" 1'-101/2" 1'-g" 1'-101/2" - - - - - - - - - - - E T.O. PLATE N co O � (n � N fn 5'-5° ? c� = 1'-4" °� ti O.H. + N TYP.I U O O •U) 4 L w A3 (D W LEG ESSJ o + 3 - MASTER BATH SHOWER WALL DETAIL - - - - - - - - - - - - _ - - - - - - - To8gEAM N SCALE: 1" = 1 t-0" `" 2ND FLOOR V - - - - - - - - - - - - - - -T.O. BEAM �--+ o � - 8 0 L 1O 10 1'-4" HEAD HT. C6 MASTER SHOWER [Ell [E] O.H. BEYOND o TyP' ZD Ell 61, 6' 'El El El El 0-S ` o 0 00 LU 0 M � , El - 0'-0" T.O. SLAB� 11L�L LJ ]XI, o +• L. NoRro AR91827 'b~ 1 — FRONT ELEVATION N SCALE: 1/4" = V-0" � DA U_ a- signed ancl sealed by NICOLE NORTON• RA, LEER AP using s 4 - MASTER BATH WALL ELEVATION Copse' are not on- er Printed need Copies are not con.5r�iered stoned Q SCALE: 1/2 = 1 -0 and scaled and Ehe sigrnaiure must be verified on any el Wron tc `^ copies- 6i N O N N O1 O 0') 12 O 5 o U L - - - llud - - - - - - - - - - - - - - - - - - - - - - 19-4 U- - - T.O. PLATE C 00 18'-0" ^ � - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - HEAD HT. , > ro o 07 •� N o O O -0 E .O 0 EGRESS EGRESS 12 _ _ LL I� 0 5 Ui g = ` a m o N _J 11'-4" � L 4-5 U (� Ul) - - - - - - — - - - - - - - - - - - - - - - - - - 2ND FLOOR 'r O NCO - - - - - - - - - - L-� - - - - - - - - - - - - - - - lo'-o" U J •— � o � , oW � r� E 00 L- ice_J _ 8'-0" _ i c L = ,� LL �. L � 00 U 1'-4" o - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - HEAD HT. O LL m O.H. TYP. -, Rev. # Date p T-0" Ni EGRESS �- © EGRESS EGRESS L TEMP. TEMP. C O L 1 M V) L L 1 0'-0"T.O. SLAB a) oc - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - L 0 = 2 — RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" O Project 21-0716 N Number 0 Status CD Issue 09-Sep-21 date LA N Sheet A3 I U AJ Exterior N1 Elevations � " cm � " aci t o m t c ,m i E -0Q = U c Ow c r`o3Q) � L +3 L N t -0-0 O �6 Q v L 7 a 0 u) C N 0 Ca. �U C O ++ +, C (A 0 = © 7 m 0 0 0 L L C 4 c c O-a Q Q' fo a' " aa 0 -- L � m 0) ;j3 3 '� y '3 6 L U ( L `6a) a-ao O ^^ ,n s c t cn Oto a.+ d N a.+ a.. U CU � U C L C L Q ° Q - Ed- 12 Q } M v O 5 � � 1� N M O (n LL N > -0 m 0 U - - -19'-4" + U) T.O. PLATE co O •� i W 2 N W E O O U � U 12 5 i - - - - - - - - - - - - - - - - - -2ND FLOOR 'r � 10,-0" - - - - - - - - - - - - - - - - - - -T.O. BEAM 8'-0" HEAD HT. O.H. i i TYP. i i i 106 105 EGRESS \C,RES �•�� 0'-0" T.O. SLABt. - %,E L OR z � 1 - REAR ELEVATION ' SCALE: 1/4" = V-0" ED A 0ThiS tern has been elarrtr*n ally signed anra sealed by NpCOLE NORTO N, PA, LEE D AP using a 0 Q Digital Signature and Date. Printed Copk,s are not wnsOcrO 5kgned Q and sealed and the signat„re must N be verified on any elemonic tD Copies. ai N O N N O 12 o Q 5 U 19-4 U L - - - - - - - - - - - - - - T.O. PLATE 'r C 00 18'-0" [� ) O HEAD HT. W E 12 0 Q 5 .� I o EGRLL ESS 0 0 O p ? 12'-8" l0 c - _ v T.O. BEAM - - - - - - - - "' - - - - - - - 11'-4"- L 4 V (� cn 2ND FLOOR Q) L - — - - - - - - L L - Ll�- - IJ - - - - - - - - - - - - - - - - - T.O. V J ,N pp T.O. BEAM 'r Q �. 00 AK o - - - - - - - - - - - - - - - - - - - - - - - - -1'-4" HEAD HT. 'r O L O.H. = rl LL u o OPEN TYP. M Rev. # Date c � � O O 3�_0�� i N N W U TEMP. o � , M 0'-0"T.O. SLAB� V a� - - - - - - - - - - - - - - - - - - - - - - — - L 0 = 2 - LEFT SIDE ELEVATION SCALE: 1/4" = V-0" 0 Project 21-0716 N Number 0 Status CD Issue 09-Sep-21 date LA Sheet A4 O I U v N Exterior N1 Elevations 57'-8" Lcu A c a� w ro a) 28'-8" 15'-0" 14'-0" GENERAL NOTES : FOUNDATION PLAN r_ 2 � VA L L � C O `� ,�j, Q � C � 3 O L +� Q O N O w N L 1. CONCRETE 2a. Alternate for wire mesh: a. shall be Class 1. Fiber mesh made of synthetic fiber manufacturer b. shall meet 5" Slump Test. per ACI 544.IR-82. Fibers shall be a certified suitable ru o c. shall meet 3000 psi compressive (W/C ratio = 0.5) replacement for welded wire fabric per SSTD 10-93. E 3 u 7 '7 _1/ 2F strength after 28-day cure. a"'J � Z S1 d. Grade floor slab for drainage. 3. CONCRETE MASONRY UNIT e. Finish concrete with single trowel. a. shall be meet ASTM C 90. �l 3 u 3 — ro .— b. shall load bearing concrete masonry units. 'L C .o � -a _ 9 4" 5-1 2" f. footing design based on soil bearing c. shall meet 3000 psi compressive N 0 = 3 in capacity of 2500 psf �` d. Grade floorstrength er -day cure.drainage. � r a - 2. REINFORCING3 = � - 3 a. shall meet ASTM standards for 60 Grade. C 5 C N e. Finish concrete with single trowel. b. vertical reinforcing shall be 3/4" from See Finish Schedule for floor finishes. U Q o Q -0 E a- < 4'-0" masonry. C. vertical reinforcing shall extend from 4. MORTAR 2G 3'-0" x 3'-0" x 16"D 2G 2A footing through pre-cast lintels. a. shall meet ASTM C 270 standards. F0 Q � E CONCRETE FOOTING WITH b. shall be a M. � _ " ° S1 #5'S @ 8" O.C. EACH WAY S1 S1 d. horizontal reinforcing shall be cont. for YP C v re-cast lintels over openings. c. oint type shall be concave. a) r= co o C BOTTOM (TYP.) @ EA. p ] YP J cv . COLUMN (TYP.) d. horizontal reinforcing lapping shall � - "_ N F -1 a min. 22". 5. GROUT i D > a. shall meet ASTM C 476 standards. r -- co �� L__J a floorect slab for 3eiifOrlrcing:cover from top Cq b. shall have a min. 3000 psi compressive strength. � c. shall meet 8 -10 slump test. 0 o 2A 2 min. cover from bottom � S1 over 6 mil vapor barrier 6. SOIL BEARING CAPACITY footing: 3" min. cover a. shall meet 2500 psf (General Contractor to verify). E o + walls: 1-1/2" min. cover O N ^2B beams: 1-1/2" min. cover U OP o, S 1 0 9'-4" 26 5'-0" 14'-4" 2 I #5 REBAR �i #5 REBAR i #5 REBAR @ EVERY 4'-0" o.c. @ EVERY 4'-0" o.c. @ EVERY 4'-0" o.c. 0 Q I� @BOTH SIDES OF ALL a I� @ BOTH SIDES a K OF ALL S Q @BOTH SIDES OF ALL E SEE PLANS E MASONRY OPENINGS E SEE PLANS OPENINGS 1 MASONRY OPENINGSMASONRY 2J p j o f l SEE PLANS o f Ell O O RECESS FTG 4" CONC SLAB "' O - CONC SLAB CONC SLAB 4 FIN FLR I� FIN FLR M I� FIN FLR v FIN GR x° � EXT STP x° � FIN GR w v / A//AVA \En Z // / 3 ��/A �A (2) #5 CONT i�AA\ M (2) #5 CONT j MIN \�� A (2) #5 CONT MIN. 3" MIN. COV. 3" MIN. COV. ��y��< 3" MIN. COV. 1'-6" �v 1'-6" V-6" BEARING FOOTING B BEARING FTG @ EXT STEP BEARING FOOTING @GARAGE — 1 0 SCALE: 1/2 — 1 0 SCALE: 1/2 — 1 0�� _ �_ �� �� _ �_ 11 p�E L. N�Rr - 16" SQUARE PIER li J QAR9� 827 EACH N VERT @ #5 REBAR EACH END - HOOK I INTO BEAM AND CJ @EVERY 4'-0" o.c. i a �� @ BOTH SIDES OF ALLMASONRY FOUNDATION (1) #5 TOP - CONT. E SEE PLANS OPENINGS w o O RECESS FTG 5-1/2" DBL 2X12 WOOD STRINGERS MAX i j CONC SLAB CONC SLAB CONC SLAB "' S1 Q AT EACH SIDE AND AT CENTER FI FLR FIN FLR FIN FLR �� ThiS item haS n eleCTroniCdlay 27 E T STP x � - a a x_ signed and sealed by NpCQLE v x,— FIN GR 00 ° x — x—X ° NORTON, RA, IfEO AP using a Digital Signatwr and Date. Printed 00 co v cn �� •° • • �A M \ • / a M /��/� % (1) #5 CONT Copies are nca Consxered 5Wne+d 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR a • • ��A v' / /�/���� vv v° 3'�- 3" MIN. COV. and sealed and the signature must m A 3"�A vA/ 6X6 -10/10 WMM WITH MIN. 1" COVER ON 6 MIL. _ — MIN. (2) #5 CONT MIN. (2) #5 CONT MIN. be verified on any eleX#roniC 77 POLY VAPOR BARRIER OVER COMPACTED CLEAN MIN. (2) #5 CONT 1 6„ 3" MIN. COV. 1 6„ 3" MIN. COV. 1' 6" COW es FILL. 3" MIN. COV. No 4X4 P.T. WOOD COLUMN \ FOUNDATION SHALL BE TERMITE TREATED IN ATTACH W/SIMPSON ABU44 rn ACCORDANCE WITH FBC 1816.1 - 1816.2. POST BASE 20'-8" REFER TO PLAN rn 6 FOUNDATION SHALL BE COMPACTED TO MINIMUM FRONT ENTRY FTG. @ GARAGE OPENING BEARING FOOTING @ SHOWER 95% MODIFIED PROCTOR, IN ACCORDANCE WITH ASTM D1557 AND COMPACTED IN LIFTS NOT TO D SCALE: 1/2" = 1'-0" E SCALE: 1/2" = 1'-0" F SCALE: 1/2" = 1'-0" N EXCEED EIGHT INCHES IN DEPTH. a, 9 2 r 1/2" DIA x10" ANCHOR CD — — V) BOLT (UNO) AT 48" O.C. 1 w MAX. (7" MIN. EMBED.) OR J 5/8" X 7" WEDGE ANCHOR Q) U > W/ #3 DIA. WASHER ^ ` U 1° 36"X36"X16" DEEP CONC SLAB W o (INCLUDING SLAB) MIN. (3) 2X4 WOOD STUDS FIN FLR CONC SLAB ALONG BRG WALL CONC SLAB , ` L CONC. FTG. W/#5'S @ ATTACHED STUDS TO CONCRETE FIN FLR FIN FLR v N x ° 00 8" O.C. EA. WAY BOTTOM W/SIMPSON HDU2 ANCHOR FIN GR o X— x x x x c -0" 3'-0" //VX//� //��i x �V/Az V� 0 / /i A o �/ /\ E y �\ �� ,v VAjAAiv� �M g j A VA r� �� ` / w U (2) #5 CONT 3 v i /\ a 'vim o 3�� MIN. COV. MIN. v i /vvA / //v/i v,v 'Lra V-0" (2) #5 CONT % 3 (2) #5 CONT �� 3'" o L 3" MIN. COV. MIN. 3" MIN. COV. MIN. ,� v 2I o 4" 1, 4„ 4" 4„ 1, 4„ 4„ L V S1 THICKENED EDGE STEP FTG @GARAGE INTERIOR WOOD�BRG WA�LL _ �— 1 0 SCALE: 1/2 — 1 0 LE: 1/ 1 0 i 2K - H SCALE: 1/2" I ] i1 0 a� a) c 2'-8" 7'-0" 13'-8" S1 N BOLT (UNO) AT 48H0 C. Z3 L, 0 � CO MAX. (7" MIN. EMBED.) OR U J .— `6 Q 5/8" X 7" WEDGE ANCHOR 0 3'X3' CONCRETE EQUIPMENT PAD o W/ #3 DIA. WASHER co + WITH THICKENED EDGE M E O L \ -I-� r_I_� r ALONG BRG WALL CONC SLAB _ = � U_ FIN FLR —I—J L—I—J L—I— x S1 ��� / VAS Rev. # Date 2 2D (2) #5 CONT �� 3' o S1 w 3" MIN. COV. MIN. 4„ 1,-4„ 4„ = L EDGE OF CONCRETE PATIO TO EXTEND 2" BEYOND FACE al 2F OF COLUMNS I, INTERIOR WOOD BRG WALL f� - S1 3'-0" X 3'-0" X 16"D Of OP SCALE: 1/2" — 1'-0" CONCRETE FOOTING WITH - FOUNDATION DETAILS Y #5'S @ 8" O.C. EACH WAY BOTTOM (TYP.) @ EA. V COLUMN (TYP.) 2 ^2C o S1 JProject 21-0716 N Number 0 Status CD Issue 09-Sep-21 2'-6" 16'-0" 2'-6" date 2E 2'-0" 11'-4" 23'-4" 21'-0" Sheet I N 0 57'-8" U 1 - FOUNDATION P LA N Foundation NI SCALE: 1/4" = V-0" Plan 0 C (1) W C (3) w a— O N t O C L •V C B _ 1 CONNECTION SCHEDULE "L0 � Qao UPLIFT FLOOR 0 QLn 3 TYPE MANUFACTURER NAILING REMARKS ^ L Y — — — CAPACITY CAPACITY I Q o � a) J1 O_ TV IS - - � - - - - - - � - - J1 1 rt AO SIMPSON HHETA20 2235 (10) 10d X 1-1/2" Q o `" U 3 u. (9) 16d � E - -o Q B 33 33 (9) 10d X 1-1/2" E 3 a 0 L _ 3a +` � 3 B SIMPSON HETA20 1810 - - c `0, (a }' I I 1 (8) 16d Emil 'Sjo ��Q ❑ L c o ,� -a 2 ' - - - - - - � - - - - - - - GRD CO SIMPSON VGT 4,940 - (16) 1/4X3" SDS _ ° � � Wr � � 0)(1) 5/8" ANCHOR Q +� +' 3 U U 3 U ( L a�a a Z, ) (n L 'O C -C C Ufu- p OD SIMPSON MGT 3,965 - 22 lOd X 3" C U -1- - - - - - - - - �- Q ° ate Eaa B (16) 10d X 1-1/2" _ - - - - - - - - - - - - D EO SIMPSON HTS16 1,310 - (16) 10d X 3" 1 B (2) SIMPSON VGT 7,185 O (32) 1/4 X 3" SIDS w " B - 1 F - - C ? co D (2) 5/8" ANCHOR co o � -1- - - - - - - - - - - - N . a a a a a a a a a a a a a a a a a a a w _ (18) 10d X 1-1/2" L GO SIMPSON DETAL30 2,480 N r, r, in r` r` r` r` r` r` r` r` r` � n r` r` r` r` r` r` r\ r` r` 0 ® 2 xl tico i B - - - - rt - - � — � — - - - - - - - - D1 + co l J1 — — — — — HO SIMPSON MSTCM40 2,800 - (14) 16d SINKERS _ O 3 10 ❑3 ❑3 D 1 0 3 70 — - - - - - - - - -J3 JO SIMPSON HGUS210-2 4,095 - (46) 16d X 3-1/2" E16 16d X 3-1/2" o ( ) + L� CV << o J5P - - �� - - - - - - � - D1 - (4) 10dX3" U OK SIMPSON LUS28 1,165 x1i ® jA l E D1 V ti � GRB - . . - . . L M LMM M i M i M � M . � . . � . 1 - 1 . � . . � . . � . O 1 F O - - - - - _ _ - -I M5 SOFFIT VENT CALCULATION L - - - ,r77 HOUSE (GROUND FLOOR) 3,599 SQFT X 1/150 = 24.00 SQFT REQUIRED B - 1 ' 40 SQFT X 62.5% = 25.00 SQFT PROVIDED m _ PROVIDE MIN 3) _ - - M4 J7 131 2X4'S BENEATH HOUSE (SECOND FLOOR) 595.5 SQFT X 1/150 = 3.97 SQFT REQUIRED F x4i Ar— O — — \ E GIRDER TRUSS ® 8 SQFT X 62.5% = 5.00 SQFT REQUIRED J7 r �1 B2 - - - - - - - - -© M3 • 62.5% OF OPEN SPACE PROVIDED IN EACH SOFFIT VENT (7X24) . SOFFIT CALCULATION BASED ON FBC RESIDENTIAL 2020 SECTION WOOD BEARING WALL R806.2 MINIMUM VENT AREA BELOW M2 • PROVIDE MINIMUM OF (40) SOFFIT VENTS SPACED EQUALLY ON THE GROUND FLOOR. J7C ® r \ I\� B31211 - - - - - - - - - _ • PROVIDE MINIMUM OF (8) SOFFIT VENTS SPACED EQUALLY ON THE SECOND FLOOR. - � -I r I 4 V-4" - - - - - - - - - - - - - - - I � 1 [B - 1 IM2 J7C 1 I 1 GR IO lO O - - - - - - - - - - � -1- - - J-+ - - - - - - - - - - - - OF GENERAL NOTES -- J7C ; _ - I - - - - - \ - - - - - - - 1. G.C. SHALL FURNISH SIGNED AND SEALED TRUSS SHOP DRAWINGS WITH SUBMITTAL PACKAGE .' r r I I I ® I I I r �Q L 2. ALL TRUSS CONNECTORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS i COFFER I r r A 1 M 3. ALL TRUSS TO TRUSS CONNECTORS SHALL BE ENGINEERED AND SUPPLIED BY THE TRUSS MANUFACTURER o NO L 0 I I I I I I CEILING r I _ _ _ _ _ _ _ - � I � VID 4. ALL TRUSSES SHALL BE SOUTHERN PINE 37C t3 � - 1 2X4'S BENEATH r I I I I I _P \� GIRDER TRUSS < AR91827 IATM J7C 1 1 � - - - r - - - - - - - - -z7�— F Ii;• RIDGE I O ATM BEAMSCHEDU LE "CAST-CRETE" LINTEL SCHEDULE B J7C I - - i r I I I I I`.-----71 CoS2 J7C I I I ��TIL� I ❑ 4 A LINTEL SAFE APPLIED SAFE APPLIED MARK LINTEL SAFE APPLIED SAFE APPLIED COMPOSITE LL - - - I I I 9eS�\ I MARK T.O. BEAM COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT ATM LENGTH GRAVITY GRAVITY UPLIFT UPLIFT This Item teas Been eltclronicalN ❑4 I I r I I I I I I r - - ❑ 2'-10" 6113 2000 4460 1000 8F16-1B signed and sealed by NICOLE I r I r B-1 PERIMETER 6113 2000 2724 1000 10'-0" 8F16-1B/1T NORTON, O 37 I r I LEE b 11P LJS Er}� � �_------—————————————— _ _ _ _ _ _ _ _ B-2 FRONT ENTRY 6113 2000 2724 1000 12'-8" 8F16-1B/1T 2 3' 6" 6113 2000 3547 1000 8F16 1B I 11 I I N Digital Sipinattirrr and Darr. Printed LJ L B-3 FRONT ENTRY 6113 2000 2724 1000 12'-8" ❑3 4' 0" 6113 2000 3079 1000 8F16 1B Copies are not considered ed I VOLUME CEILING I r WOOD B RMG-WALE (2) 8F16-1B/1T Q J7 L r r 4 4' 6" 6113 2000 2724 1000 8F16 1B and sealed and�t si naiufe must _ _ — _ _- - �� 1 CI J r I I @112'-8" I I r 'SjA BELOWI N1 ❑ I_ be ossified on a eleMomc Ln 1'-4" I - - - - - - - - - - ❑5 5' 10" 4360 2000 2093 1000 8F16-1B I I I r NOTES: €8�ii_ rn J7 I -8" © 8'-0" 2661 2000 1634 1000 8F16-1B cv - - - - r I r I I I bVI E (3) 6 wbOD S11 UpS OVE END 1 r N2 o I r I I I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. ❑j 9'-4" 1843 1500 1133 750 8F16-1B N 1 I OF GIR ER TRU - ATTA�H TRIPLE TUD 2. Refer to Floor Plan &Roof Plan for information on door and window details. rn TO FLOOR IRDER RUSSIW (2) SIM SON FOR 3 2X6 STUDS @ � J7 E PROVIDE SIMPSON CS20 W/9" ( ) 3. Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of $ 10'-8" 1533 1500 914 500 8F16-1B rn _ _ _ _ - — S2� STRAP / 5" ND LEN THS O END LENGTHS FOR 2X6 WOOD WALL N3 CORNER TO BOND BEAM 22 inches. See reinforcement notes sheet S1. ❑ 6 � � � � I I I 1 1 I I I 1 I i _ _ _ _ _ _ _ _ Ao^�CARp�g R T - I - _ _ CONNECTION 4. Lintel will have to be modified to prevent overhang @ windows @ angled corners. ❑9 14'-0" 1002 800 559 400 8F16-1B � r I I I I I I I r TT�JJ U r 1 1 �- _� Q z VERTICAL LEG ATTACHMENTS Lintel depth may be increased, but not reduced. 10 17'-4" 950 800 500 400 8F16 1B/2T N 37 v U U I� I a a a a a a a Q 0 1 1 uA#i I1 �r w N4 11 VARIES 950 800 500 400 8F16 1B/2T 9 C S I I I I (D I I I r O J7 1 II°` \ I r ��' I I p I NOTES: — DBL 2X12 P.T. LEDGER 1 n I i I I JP I �� GFF GFE 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. ---� W/ 3/4"0 X 6" EPDXY I 12. Refer to Floor Plan&Roof Plan for information on door and window details. Q) U ANCHORS W/4" SQUARE — — t I \ 3. Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of 22 U �o J7 _ PLATE WASHER @ 16" — I I I I I I `�--T-- \ SIMPSON LGT3 OR U pO inches. GIRDER TRUSS O 3 4. Lintel will have to be modified to prevent overhang @ windows @ angled corners. Lintel 4-J O.C. STAGGERED C7 ( ) w o ❑3 1 I SkMPSON�CCL w W OD 2X4 WOOD STU S c9 FOR GIRDER GFE TO BOND �./ II depth may be increased, but not reduced. L I POS CAP COLUMN BELOW ONNEC ION ■ w BEAM CONNECTION J7 I BELOW F= FILLED w/GROUT QUANTITY OF#5 REBAR @TOP F= FILLED w/GROUT QUANTITY OF#5 REBAR @TOP I I I I I I r PROVID MIN 3 ■ G T U= UNFILLED I B - 2 6 - I I I r 2X4'S B NEATH U= UNFILLED 8F16 - 1B/1 I 8F16 - 1�/1T E � J ❑ ' GIRDER TRUSS NOMINAL WIDTH /N NOMINAL WIDTH U GRL ��// N I i UANTITY OF#5 REBAR @BOTTOM M 0 . . . . — . . '—' J J J J J J J J J ■ QUANTITY OF#5 REBAR @BOTTOM NOMINAL HEIGHT Q NOMINAL HEIGHT ■ O JU3 _ I I I I I r w w w LL LL w w w wru G -i- -��Q - - � - - - - - B it I I I I r J C Q N GRG 1 1 �P� Jul - _ 1 o N O O I . I. . . . . — . . — . . . . 1 1 � 1 I I I 1 BEARING HEADER SCHEDULE oC o � — 0 B - 2 I s @i WOOD BEARING WALL -2ND FLOOR FRAMED WALL UI J1 JU3 K I © BELOW W/ SIMPSON SPH4 W/(10) m — — — HDR. SIZE SPECIES NAILING OPENING JACKS FULL STUDS � o F1 10d X 1-1/2" NAILS AT TOP �„� M v( LU °O AND BOTTOM OF EACH STUD STAGGERED L -J � L M cv (2)2 X 6 S.P.F. UP TO 3' 11" (1) (1) V J .^, F1 VJ B GRE B C PLYWOOD DECK 16d @ 12"o.c. � = (2)2 X 8 HEM/FIR STAGGERED 4'-0"TO 6' 0" (1) (1) co 16d @ 12"o.c. AA,� F DBL 2X8 P.T. LEDGER W/ ��e THi ' ® yj0 �n ---------- (2)2 X 10 HEM/FIR in I STAGGERED 6'-1"TO 8'-6" (2) (1) O W N I I � 5/8"0 EPDXY ANCHORS W/ \- E OD � O L 16d @ 12"o.c. a--� 4' SQUARE PLATE WASHERS D (2)2 X 12 HEM/FIR STAGGERED g'-7"TO 16' 0" O O Q 16d @ 8"o.c. (2) (2) O 1 ` Q_ @ 16" O.C. STAGGERED _ ,--I LL u GRF -i- - - - - - . M ® � B D < ® < B V NON - BEARING HEADER SCHEDULE Q � � ti I 1 1 Rev. # Date ]1 �� ❑2 1 I ❑2 1 1 ❑2 j� J ■ I PROVIDE MIN (3) I HDR. SIZE SPECIES NAILING OPENING JACKS FULL STUDS m _ B - 3 ■ 2X4'S BENEATH ■ ■ MST136 W/(14) 10d X 1-1/2" NAILS TO EACH STUD AND STAGGERED GIRDER TRUSS (14) 10d X 1-1/2" NAILS TO FLOOR JOISTS. STRAP (2)2 X 4 S.P.F. UP TO T-11" (1) (1) N - 16d @ 12"o.c. o) B THROUGH CUT SLOT IN PLYWOOD ROOF DECK WHERE STAGGERED (2)2 X 6 S.P.F. 4'-0"TO 9'-8" (1) (1) v REQ'D @ 24" O.C., OR IS STUDS @ 16" O.C. AT 32" O.C. 16d @ 12"o.c. MAXIMUM, SHIM AS REQUIRED AND FASTEN TO FLOOR Ln B - 1 B GIRDER/JOIST TO ACT AS ONE UNIT 1"MIN 1 0 0 0 -0 0 PRE-FABRICATED FLOOR JOISTS 2"MAX�1 S"TO 12� a Y B W 1 W o 0 0 0 2 - 2ND FLOOR WALL DETAIL EAGER m 1 SCALE: 1/2" = 1'WI -0" o JL JL Project 21-0716 N H J1 D B 10 D D B D J1 H Number 0 FOR (3) 2X6 STUDS @ z CO w w w o - v Q C' FOR (3) 2X6 STUDS @ StatuS CD CORNER TO BOND BEAM w J J J w m m g g g U_ J w CORNER TO BOND BEAM ISSue 09-Sep-21 - u_ U_ U_ U_ cD LL LL LL (D date CONNECTION CONNECTION Un a) NI B - 1 o Sheet 2 1 - SECOND FLOOR & LOW ROOF FRAMING PLAN Low Roof Framing NI SCALE : 1/4 = 1 -0 Plan 0 c N } ,.; n } C C N t O O p O L U C �,� E o Qo - L O C \ 0 0\ / O a( � Ow L I v a� �, o u 3 (O M u7 N U z - - - 01 \ / I — = aO OLL _ � U O 1 1 4--� C 0 - w 3 Q 6 L O i L � 22 U N f6 N N " 7 O L _2 — — I (DiL 0 (6 L 2 0- C ya) a-i ° 3 u, fo a) a � . p LYL J L _ Cmc _ I — — �u 1 \\ \\ J I U a ° Q � Eaa \\ Q // / I O 0- Q \ / 1 E I \ O / z 2 C: I I I \\ � m � � - - T \ \ / // \ / 10 + (BU N - - - � r- - - - - - - - - - - - - \ \ / / O 1 ca UJ OI 0 2 1 E � + U � II II \ z / \\\ 0 \\ \\ I N I I I I I � I I I // \ O II / \\ \ — — — — — — — II / \ F 0 0 2 1 0 0 (D\\ J 00 c6 I I O I / 0 / \\ \\ O 1 V/7 �\ 0 1 �`\ Z\ 1 / / ( / \ 1 \ O \ / 0 Z V I / 0 \ 1 \\0 V / 2 z //�\\ \\j0 I I I I I I I I 01 // OV \0 1 1 1 0 0 / // 0 \\ 2 I I 01 10 1 / OI Q Z 1 Q 1 I L - - - - - - b I zOV 2 L 1 10 1 1 OF FL 1 1 � 1 Z 0 20 SQFT +17.8/-39.3 1 // \\ 1 0 ( { I F- 50 SQFT +14.0/-33.5 / O 100 SQFT +11.2/-28.8 / 2 \ AR91827 •; I F J 20 SQFT +17.8/-55.0 0 50 0 l l 100 SQFT 0 FT +11.2/-37.0 � D ' II II 3 0 0 0 11 1 0 +20.6/-74.5 z0 z0 II I I � I � This Item has b"r t:L-7"T �I I signed and sealed by IcoLE VALUES BASED ON TABLE \ III loT ED AP R301.2(2) - FBCR 2020, 7TH using 1 1 III DigitalSignatweandDate. Pnflted Q EDITION Iu � � LJ I 0o�ies are not co►, trep 5rsed Q L J I I I � � — — — — — — — � I 3 _ WIND LOADING DIAGRAM 8fitl sew signature sealed and the must 1 be verified on any elemonic II SCALE: NTS copies. �� I I II II I I I I II I Lr) _I CD i r-, r-, r-, r-, Ln CDJ L� 1 /N LF L - - 1 W L ��Q I N N J5 t �I - 1 35 00 - - - - Eh - - � _I I Z � L _ � 1 ) M o - - GRH . . . . . . . . . . . . . . . ._ c E E (1) 0 -0 •1 H1 n ,U X2 X2 •L W 1-I- - - - - I - - - - - - -I-1 � N p OC � � �, ,��TIC O LL N o 4eekss 2 a U H 1z-----�� - - - - - - - - PLYWOOD EDGE m i _ J �4 - 0 T - - 1 4 Q — I H� I II .. L N � � I� 1- - _ _ - - - - - - - - - - -I .I L J �_ CO o H11 II � I I � J � .-. - - - - - - - - - - - - U I I E 1-I _ _ �t � t 1 1 E .. O L D H� 1- L - - - � — — — — __ - - �-1 °° •• 0O p _ _ ° ° ° - - - - 1-I - - - - - - - - - -_- - _ - 1 1 2 ,—I LL N a-I o H I�- - - Is ° ••I - - - - - - - - - - - - -I-1 Rev. # Date .§ I Is° Is.I H1 19/32" THK EXT. � - - - - - - - - - - - �- - - - - - - - - - - - - - - -� PLYWOOD SHEATHING • N °° .. .I. _ . . . "m . . � . . � . . � . . . _ .I.I EXPOSURE 'C' 160 MPH WIND SPEED I E �Q ti E .. FASTENERS (RING SHANK NAILS): Is.I m m m m Y 13 O r, ^ r, r, to O J3 • ASTM F1667 RSRS-03 (2-1/2" X 0.131") EDGE OF WALL X2 I I X2 _ � � ASTM F1667 RSRS-04 (3" X 0.120") BELOW 2 Q w �� •• NAILING PATTERN: •• V r - I J ��1 L9` � I J1 J1 RAFTER/TRUSS SG = 0.49 - 6" O.C. EDGE &FIELD • RAFTER/TRUSS SG = 0.42 - 4" O.C. EDGE &FIELD ro - - � - - j — GRI — - - � - - S •� ROOFJOISTS � • 1 1 NM Ln _ _ J Project 21-0716 o Number . .. . . . . . . . . . . . . . . . . . . . . . . . . . Status CD ` EDGE OF ROOF a @OVER HANG Issue 0 - ep- 1 date a N Sheet S3 o E 2 1 - HIGH ROOF FRAMING PLAN 2 - ROOF PLYWOOD SHEATHING NAILING PATTERN High Roof U _ Framing N SCALE: 1/4 = 1'-0" SCALE: 1„ 1'-0" Plan 0 c N V) } C o L i O_ O OVER PEEL�N STICKETALO OFING ROOF UNDERLAYMENT Y E U U R-38 BLOWN IN TO 19/32" EXT. PLYWOOD SHEATHING DOOR AND WINDOW ATTACHMENTS fu 3 Q L INSULATION SIMPSON CONNECTOR, SINGLE-HUNG SINGLE-HUNG GARAGE FRONT ENTRY S.G.D. = +� o O 3 SEE CONNECTOR SCHED. � u (NOT GARAGE) WINDOW 36x62 WINDOW 54x62 DOOR IMPACT v 'L it O W c N Installation shall stricty adhere to product approval Installation shall stricty adhere to product approval Installation shall stricty adhere to product approval Installation shall stricty adhere to product approval Installation shall stricty adhere to product approval +tea 0 oo VARIES FL#5823.2 into 1X P.T.wood buck FL# 16177.1 into 1X P.T.wood buck FL#16546.5 FL#20469.1 FL#20838.1 into 2X P.T.wood buck Q r U 3 U �Y�F E C: Q L TRUSS BRG Anchors: 3/16"anchors @ Head,Sill and Jamb Anchors: 3/16"anchors @ Head,Sill and Jamb Tapcons shall be spaced as per product approval Anchors: 3/16"anchors @ Head,Sill and Jamb 4—J pL o W > Attachment: Head/Sill-6"max from corners Attachment: Head-6"max from corners Attach track as per Product Approval and Track on Sheet 8 of 11 Attachment: Head/Sill-6"max from corners ro 2 + Head/Sill-(1)@ mid-span Head-17"max O.C. Supplement Guide-Attach Buck W/5/8"0 x 6" Head/Sill-(1)mid-span of panel ,+� — E j 3 0- Head/Sill-(2)@ 4"from center Sill-Not Required sleeve anchors @ 18"O.C. Anchors: 1/4"X 3"Tapcons @ Head and Jamb Head/Sill-4"either side from center C C 5/8' GYP BD Jamb-6"max from corners Jamb-6"max from top corners Jamb-6"max from corners 3 1'-4" Buck Attachment: Head-4"max from corners _ 1 u' + 3 CEILING Jamb-16-9/16"max O.C. Jamb-(2)at 4"O.C.from bot corners Jamb-4"max from corners Jamb-21'max O.C. o .L v n + VERHANG Jamb-(1)@ center Jamb-10-1/2"max O.C. Jamb- 13.00"max O.C. O Y fu Embedment: 1-1/4"min into concrete thru 1X Jamb-4"either side from center Buck Embedment: 1-1/2"min into concrete o o o 8" X 16' BOND BEAM @ ALL 2X6 PRE-PRIMED Use 3/16"dia. Elco Ultracon Anchors Frame Attachment: Head-6"max from corners Use 1/4"dia.ITW Tapcons. 3"from corner,8"o.c.stag. in +L u' 3 PERIMETER WALLS - PROVIDE Jamb-6"max from corners Embedment: 1-1/4"min into concrete thru 1X o r CEDAR FASCIA Use 3/16"dia. Elco Ultracon Anchors Jamb 14.00"max O.C. Window Embedment: 1-3/8"min into 2X ,�, u U 3 u) (1 #5 TOP AND BOT COURSE 3 U = L U ) °e � WITH LEVEL STUCCO Use#12 wood screw anchors O � +� U +Z U •— � CONTINUOUS RETURN ( ) c u c u 1/2" GYP BD WALLS OVER v a U Q E no a 1X P.T. FURRING STRIPS & 1" THK RIGID INSULATION BD. HEAD HEAD HEAD H (B QC o 8" CMU W/ 0 FINISHED BASE � m v "t �: TEXTURED STUCCO FINISH c) C 8" CMU WALL IP 8" CMU WALL ° 8" CMU WALL -0 U) � NN .0) (1) #5 VERT AT 48" O.C. U) N FLOOR FINISH < MAX 0 L N VERTICAL STEEL VERTICAL STEEL VERTICAL STEEL �p JOINT REINF. BETWEEN REINFORCING D I I REINFORCING ° REINFORCING ° I ° + C N l' TOP (2) COURSES AND ° C6 14 AT ALTERNATING COURSES U °Ua °Ua. HORIZONTAL STEEL �° HORIZONTAL STEEL HORIZONTAL STEEL V O 1I BELOW REINFORCING REINFORCING REINFORCING LU 3 SEE FOUNDATION PLAN E FOR REINFORCEMENT 2X P.T. WOOD BUCK W/ LIQUID 2X P.T. WOOD BUCK W/ LIQUID E p REQUIREMENTS 1X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC FLASHING PER FBC 0 N FLASHING AS PER FBC (� WINDOW AS PER T.O. SLAB 'r SCHEDULE CAULK AT FRAME CONT. CAULK AT FRAME CONT. }' FASTENER AS PER FASTENER AS PER V V N.O.A./PRODUCT APPROVAL N.O.A./PRODUCT APPROVAL j//// j ij//�j//// DOOR AS PER DOOR AS PER FASTENER AS PER }' .0 p / SEE NOTES SCHEDULE SEE NOTES SCHEDULE 6 MIL VAPOR BARRIER X, N.O.A./PRODUCT APPROVAL CLEAN COMPACTED, WINDOW AS PER SILL SEE NOTES (� i, TERMITE TREATED FILL SCHEDULE EXTERIOR JAMB INTERIOR EXTERIOR JAMB INTERIOR (6 CAULK AT FRAME CONT. FASTENER AS PER NOTE: ASTM C 1063 7.10.2.3: EXPANDED 3/8" (9.5MM RIB LATHE SHALL BE ATTACHED TO HORIZONTAL N.O.A./PRODUCT APPROVAL DOOR E PER DOOR E PER PROVIDE LOXON XP SEE NOTES ------ AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4" WATER PROOFING BY SCHEDULE SCHEDULE (44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM) SHERWIN WILLIAMS AT CAULK AT FRAME CONT. CAULK AT FRAME CONT. PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ALL OPENINGS (TYP.) PROVIDE LOXON XP FASTENER AS PER PROVIDE LOXON XP FASTENER AS PER REFER TO FBC R703.8.1 WATER PROOFING BY N.O.A./PRODUCT APPROVAL WATER PROOFING BY N.O.A./PRODUCT APPROVAL 1 - TYPICAL 1 -STORY WALL SECTION PRE-CAST CONCRETE SHERWIN WILLIAMS AT SEE NOTES SHERWIN WILLIAMS AT ALL OPENINGS (TYP.) ALL OPENINGS (TYP.) SEE NOTES WINDOW SILL REFER TO FBC R703.8.1 REFER TO FBC R703.8.1 — n 8" CMU WALL--------_- 8" CMU WALL 8 2X P.T. WOOD BUCK W/ LIQUID ' CMU WALL SCALE: 1/2�� — 1 -0 � 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC FLASHING PER FBC VERTICAL STEEL— VERTICAL STEEL— ° ° 5V-CRIMP METAL ROOFING OVER VERTICAL STEEL I I>a REINFORCING REINFORCING PEEL-N-STICK ROOF UNDERLAYMENT TO REINFORCING 19/32" EXT. PLYWOOD SHEATHING O.FL0 SILL SILL SIMPSON CONNECTOR, JAMB NORr SEE CONNECTOR SCHED. o0 L INSTALL THRESHOLD INSTALL THRESHOLD L WINDOW AS PER DOOR AS PER DOOR AS PER — — SCHEDULE SCHEDULE AS PER N.O.A./PRODUCT SCHEDULE AS PER N.O.A./PRODUCT FASTENER AS PER APPROVAL- SEE NOTES APPROVAL- SEE NOTES ;Q AR91827 ; N.O.A./PRODUCT APPROVAL FASTENER AS PER FASTENER AS PER 19'-4" SEE NOTES 8" CMU WALL N.O.A./PRODUCT APPROVAL N.O.A./PRODUCT APPROVAL •. ' T.O. WALL SEE NOTES SEE NOTES 1X P.T. WOOD BUCK W/ LIQUID 46 FLASHING AS PER FBC VERTICAL STEEL REINFORCING LL R-38 BLOWN IN INSULATION - - - ° - �:e[:'CnlCbl!• a 2X6 PRE-PRIMED rI, I[er, nas :;per ° °` a � °` f ' 1/2" DRYWALL CEILING a a 8° d / a CEDAR FASCIA a a signed and sealed by N CODE o WITH LEVEL STUCCO NORTON, RA LEER AP using a Q RETURN 1 4,1 Dig4tai Signature and Date. -Printed DOUBLE 2X6 TOP PLATE Copies are niDt considered Signed Q SIMPSON SP2 AT EACH VERTICAL STUD WINDOW EXTERIOR DOOR SLIDER EXTERIOR DOOR any sealed and the si naturt must 0') TO DOUBLE TOP PLATE CONNECTION (TYP.) be verified on any electronic 77 °1 2X6 P.T. STUD @ 16" 3 - WINDOW H -S-J DETAIL 4 - DOOR H -S-1 DETAILS `°°' cv O.C. W/SPH6 TOP & BOTTOM CD 5/8" EXTERIOR PLYWOOD SHEATHING W/(12) lOd X 1-1/2" W/8d GUN NAILS AT 4" AND 6" O.C. SCALE: 1-1/2" = 1'-0" SCALE : 1-1/2" = 1'-0" 3/4" PLYWOOD DECK - ANCHOR UNLESS NOTED OTHERWISE WITH GLUE AND 8d RING SHANK 3: NAILS @ 6" O.C. AND 12" O.C. 1/2"0 LAG SCREW AT EACH N FLOOR JOIST TO BOND BEAM FLOOR TRUSS - 2-1/4" FROM #5 CORNER BAR WITH o W/SIMPSON HETA20 EACH END OUTSIDE EDGE OF PLATE 15" MINIMUM OVERLAP o 0 Q) U ^ ` U I'D (2) 10d NAILS AT EACH TRUSS MM MM mm a W 0 11 U L N N N _ 10'-0. 1 1 C 100 T.O. BEAM `r 1 1 #5 VERTICAL REINF. (TYP) ^ , 0 E41 ; #5 HORIZONTAL REINF. (TYP) j M � 2X FIRE BLOCKING PER • 0 1/2" DRYWALL CEILING BOARD - FBC 2020 \ 0 PROVIDE 5/8" THICK AND R-19 C: BATT INSULATION OVER GARAGE SIMPSON MSTAM36 @ 16" O.C. W/10" END LENGTHS i � � � � � � � � � � � � � � � � � � � � � E .0 O n BOND BEAM - REFER TO BEAM 1 0 LL UI l SCHEDULE 1 1 CORNER BAR a rn 0 11 L � V M a, 1 1 1 0 L Z3 V J (1) � 1/2" DRYWALL OVER 1X3 P.T. O n a✓ FURRING STRIPS AND 1"THICK o RIGID INSULATION BOARD �: 2„ O C L r 5 - BLOCK TRANSITION DETAIL JOINT REINF. BETWEEN TOP _ r-I LL ° (2) COURSES AND AT ALTERNATING o COURSES BELOW n n C SCALE: 3/4 = 1 -0 36" HIGH BY 2" DIAMETER STEEL Rev. # Date � <:r CRASH POST FLOOR FLANGE W/ p (4) 3/8" EXPANSION BOLTS INTO NI I SLAB o < I�` STUCCO RETURN \_ EXTERIOR FACE OF WALL U 1 y 2X6 P.T. AT HEIGHT OF DOOR Ir SEE FOUNDATION PLAN SET 1/2" INTO OPENING ❑ FOR REINFORCEMENT REQUIREMENTS - 2 1 2 2 2 1- In _Li In In o ^��s _ 0'-0" 1/2" X 6" REDHEADS WITH o GARAGE DOOR HARDWARE T.O. SLAB MINIMUM 2"0 X 1/8" WASHERS _ \ o AT 24"O.C. AND 12" AT ENDS = /j���/ ° ��//��//��//��//��/���/j��//�����\��/�i •--SIN 6 MIL VAPOR BARRIER TRACK BRACKETS TO PT BUCK SIN CLEAN COMPACTED o i,i, \\ TERMITE TREATED FILL 7' HIGH DOOR: 5-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, N SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. _ Project 21-0716 .--iIN cV NOTE: ASTM C 1063, 7.10.2.3: EXPANDED 3/8" (9.5MM) RIB LATHE SHALL BE ATTACHED TO HORIZONTAL 8' HIGH DOOR: 6-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, Number AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4" SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. O - Status CD (44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM) SIN PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. Issue 09-Sep-21 4" 4" date un Sheet S4 u 2 - TYPICAL 2-STORY WALL SECTION 6 - GARAGE DOOR ATTACHMENT 7 - CRASH POST DETAIL SCALE: 1/2" = 1'-0" SCALE : 1/2" = 1'-0" SCALE : 1-1/2" = 1'-0" Structural NI Details C O a••' T (n a O GENERAL NOTES : PLUMBING �Y � � Uu i L � � 3 � O L +O+ Q-O N O w N L H.B. 1. Contractor shall field verify location and size of all existing 14. For drainage line for dishwasher use copper type 'DWV' per v 5 utilities & water pressure prior to construction. Any ASTM B-306. -(O f � (/7 N U discrepancies with existing conditions and Permit Documents, 15. All copper pipes shall avoid contact with all other metals & C C o CcO C ._ U / contractor shall notify the Architect prior to modifications. and concrete masonry. If copper water lines run through E , ° - ° 3 a f P-2 j�) P_4 2. All labor, materials, and equipment provide by Contractor metal studs, provide protection with metal stud inserts. � ° -6 shall be in accordance with all local & state applicable codes. 16. Install main water cut-off valve and backflow preventer L Fu E 3 c_ BATH 3 3 c " � M 115 / P 3 All work shall be installed by a licensed plumbing contractor. at water meter. Install in an accessible _ .� v T 3 / 3. Water & Sewer lines shall be capped and sealed to maintain location. Main water valve shall be ball valve and backflow L � ° Y Vim- 1---- dust free systems. lines shall be free of debris prior to preventer shall be a double check valve. " 3 connection of new equipment. 17. For all domestic water shut off valves install ball valves. 3 3 u 4. Piping penetrating any walls and floors shall be sealed. 18. Install pressure balance and antiscald valve 140 F O ° °' - ° p ° ) LYL ° ° CCU CU Any penetration of fire walls shall be sealed with firestopping for tubs/showers. U = o L ° ° material, where applicable. 19. Install a ball valve at water heater on the cold water line as a " Q _6 E a a 5. Piping penetrating the roof shall receive flashing and counter it enters the water heater. flashing. Coordinate with roofing manufacturer. 20. All connections at water meters, backflow preventers, and Q : E 6. Provide sleeves for piping penetrating the slab and under- appliances shall be made union joint. � COD, o ground water piping, with 1" min. clearance between sleeve 21. Install cleanouts every 50' on 4" drain lines and at base of a) .5 M o �, BEDROOM 4 and inside surface and pipe exterior. each vent in accordance with all applicable local and state U' U_ N U) 114 7. All insulation and adhesives shall have a composite fire and codes. (D m smoke hazard rating to meet ASTM E84, NFPA 255, and 22. All piping shall be concealed within the walls, chases, + _ cn co UL 723 not exceeding a flame spread rating of 25 and a between floors, and under slab. Provide access panels for F0 0 o smoke developed rating of 50. all concealed shut-off valves. L oUJ -� 8. Insulate all hot water pipes with 3/4 thick flexible foam. 23. Coordinate all piping to avoid conflicts with all trades. a) U) 9. Insulate or wrap all piping to prevent vibration and sound 24. All plumbing fixtures are located on the plans. E o + transmission caused by water flow. 25. Plumbing layout and plumbing riser diagrams are o N 10. Insulate all domestic water piping where exposed in non- diagrammatically drawn. Field conditions may require U KX conditioned spaces. Provide aluminum jacket and label modifications to layout for proper installation of piping and :3 KX piping. fixtures. No modifications shall comprise the design intent j KX FAMILY ROOM 11. All pipe hangers and supports shall be factory fabricated and of the building. 109 I comply with all local and state applicable codes. 26. All finished of pluming fixtures shall be coordinate with •- 12. All domestic water copper pipes and fittings above ground Owner prior to order accessories for plumbing fixtures. U shall be type 'L' and underground shall be type 'K' per 27. Owner shall select all plumbing fixtures and accessories. ASTM B-88. 28. Fees for permits and other related items shall be coordinated BEDROOM 3 COVERED PATIO pipes vent&13. All drainageI es and condesate lines shall be between the Owner and Contractor. I 113 29. "Flow guard" CPVC shall be used in lieu of copperpiping 002 I 0 Schedule 40, Type DWV in conformance with ASTM D2665. 9 pp where applicable. PLUMBING SCHEDULE ITEM MANUFACTURER/ # EQUIPMENT MODEL NUMBER LOCATION FAUCETS ONWER'S SUITE I P-1 KITCHEN SINK TO BE SELECTED KITCHEN TO BE SELECTED BY OWNER BUTLER BY OWNER �Q 105 I P-2 LAVATORY TO BE SELECTED MASTER BATH TO BE SELECTED - BY OWNER BATH #2, BATH #3, BATH #4 BY OWNER NO P-3 TOILET TO BE SELECTED MASTER BATH - orQ {-' (� - BY OWNER BATH #2, BATH #3, BATH #4 - -1 Gb XP_g / P-4 SHOWER TO BE SELECTED MASTER BATH = R�311f / 1 BY OWNER BATH #3, BATH #4 HALL P 2 / P-5 WASHER MACHINE TO BE SELECTED LAUNDRY - '. ••' 112 P3 - BY OWNER LIVING ROOM 1-rt L�-�----��/ BATH 2 P_6 SHOWER HEAD AND CONTROLS TO BE SELECTED MASTER BATH _ � + \ KITCHEN 111 BY OWNER BATH #2, BATH #3, BATH #4 LL 106 P-7 WATER HEATER TO BE SELECTED GARAGE - BY OWNER a I P_8 DISHWASHER TO BE SELECTED KITCHEN signed ana waled by NICOLE I \_ BY OWNER BUTLER - NORTON, PA LEER AP using a o Q I �L_ L7 P_10D p_g ICE MAKER BOX TO BE SELECTED KITCHEN _ D[�1iE51118iUT �Fkd Date. Printed 000-- P 1 O - BY OWNER - Copies are not COri.5 :rO 5 ed Q P 10 TUB TO BE SELECTED BATH #2 8fi�sealed dfl LI3[SIriBtuf musk _ I TO BE SELECTED Q \R�] - BY OWNER BY OWNER be vui ed on any elemonic 66 r / I j �� I L _ P 11 ROMAN TUB TO BE SELECTED MASTER BATH TO BE SELECTED copies- � - BY OWNER BY OWNER I 104 PLUMBING SCHEDULE GENERAL NOTES: I I � SANITARY LINE 1. Contractor to provide electric and water per specifications. FROM SECOND 2 FLOOR I / I N I I I p W.I.C. o 103 ----------J U I U P-3 \ FOYER BUTLER o o 101 I BEDROOM 2 , ` L - - - - - ---=� --------------- 116 `J L 0 N N / �y DINING ROOM 0 110 C 00 107 I P 1 C) W D II > M U / MASTER BATH �_ 0 r // 102 I P-2 i I C: V 0 H.B. I I LAUNDRY P 5 0 1 P 7 .O o P-2 I I 117 ❑o0 •� LL U C) P 11 I L 4-J V 0) N CO ENTRY J n a✓ I o01 Tff 00 �, N 0o LN 0A7 2 � L � a I o / GARAGE 118 Rev. # Date � l J N o CONNECT TO SEPTIC a) U C N O t Y J U a 2 W ww J W 0 i Project 21-0716 N H.B. Number 0 Status CD Issue 09-Sep-21 date un a) I Sheet N O P 1 2 1 - GROUND FLOOR PLUMBING PLAN Ground Flr N SCALE: 1/4 = 1'-0" PlumbingPla n 0 t O m t c ,m i E -0 Q = U c Ow C r`o 3 a0i L +3 L N t -0 + 0 — — — — — — — — !6 f 6 i V 'L 7 a 0 u) C a) N C -0O L a+ 1 - - - - z - - - 1 © _ my 0 L 4 c 0-0 2 Q a) fo a) ;? I Jc: L E a II 11 II a) '6-0 00 L LO - - - - _ En L '0 C td U I1 u II / II // 2" VTRJL // 2�, Q m E co Cn I / SHOWER N > L c� 2„ � Fn - TT - r- - - - r- - - - - - - - - L_ - �- - 1 BATH 4 I + � � � N l 3" o -� 1 1 � U -0 W C LAV I o o + N 2" v II I1 II � � II II j r - - - - - - - - - � N II I c6 4" LINE TO GROUND FLOOR JIL F- J� \ 1 2" VTR I I F-1 I I I I K\ I II � 1 11 II I � I h II 1 1 \ LAV N ,. ' II 1F- - - - - - - - � LAV WC 2 o, pLL. ;: 1 JIL II 11 1 1 2 3„ 1 STUDOR 3" 1 'Q AR91827 J �� - 1 4„ VE WC SHWR I - MASTER BATH 1 4„ 3„ HTUB 3" SINK // \ BATH 3D 1 II 2 LAV 2 211 SHWR 4" DW \ KITCHEN // rs is tem as been a eczro mca IV o II II I I 1 1 n N l n FH 1 2" '� / I signed ana sealed by NICOLE 4„ STUDOR /// I - NORTiON, RA, LEED AP usEng a -0 1 VENT DW / LAV \ Digital Signature and Date. Panted u � _ � � I / 3 4Ds are not gnsoderd ,rsr�d I J 1 F- — — — — — — — 1 4" 4„ SIN // 2„ and sealed and the signature most •, F — — E: — — — -J 1 1 1 1 / be verified on any el enron Ec c op,es. II 1 4„ 2„ N 2„ 3 WC CD BUTLER TDB BATH 2 II Ch LJ �__ - �� 1 11 C.O. N it III 211 1 a, CONNECT TO SEPTIC 0 CD F1 F1 o L: - - - � 1 L P 4 WASHER I U BONUS ROOM \ ( L N 11 201 ,� —0 00 1 O P3 O - EQDU0 �_ _ _ N - - - _ _ _ - - _ 2 - PLUMBING RISER ro Q 11 P-2 - - - � - - -L 0 -0 1 BATH 4 1 1 SCALE: N.T.S. E -L I I I I i 204 1 1 � O � � O r _ _ iJ L - - - - 1 N - - � L - - - - -� - - - - Z - j 1 L N L I� 71 o I - - - - 0 l 0 O 00 � o � 1- - - - - - - � � - - - - � - 2 ,� LL ... Zi I I Ln i Rev. # Date `a I BEDROOM 5 �i - - - - Z - - L -�- - � - 2 072 0 I i 1 � I I � I = 1 W.I.C. = i 203 1 L 1 0 Project 21-0716 o _ _ Number - - - - - - - - - - - - - - - - - - - - - � - - Status CD Issue 09-Sep-21 date N Sheet 0 P2 1 - SECOND FLOOR PLUMBING PLAN Second Flr al SCALE: 1/4" = 1'-0" Plumbing r"iPlan C N LA } a=.-� (0 N = O (Tp = U C �, GENERAL NOTES : POWER �L � aQo o -a c N -6 L C1 O w O L 1. Contractor to verify and coordinate utility service 9 . All outlets installed outdoors, bathrooms, and O Q >, U C 'L 0 0- O ul C N O a-r GFI with local utility company. Locate meter and panel garage shall have ground-fault interrupter circuit o ( _ ra � u 3 as required. breaker or receptacle. All outlets installed in the E L L BATH 3 2. Install temporary power for construction as bedrooms shall have arc-fault interrupter L 3 n _ � required. receptacles. •� 0 :o � = Y / ---- 3. All electrical work and materials to be installed 10. Load data and calculations were designed based on '° � o = o / U, ra c: u 3 per NEC, NFPA, local, state, and national code. information given to Architect at the time of the Q C W � 3 iv 4. Location of electrical raceways, switches, panels, design. Prior to installation of all equipment verify O n a -O _ O C _ equipment, fixtures, etc. shall be adjusted to size of equipment and panel sizes. U Q u Q -6 E a a accommodate the work to avoid interferences 11. Electrical system shall be grounded. See Riser anticipated and encountered. Diagram. 5. Contractor shall verify switch type and locations 12. Outlet boxes shall be pressed steel in dry locations, � ¢ o with owner prior to installation. Color of cover cast alloy with threaded hubs in wet and damp a .3 M o BEDROOM 4 J L N plates, switches and receptacles shall be selected locations and special enclosures for other classified � L ^ 114 by owner. locations. C� m 6. Contractor shall determine the exact route and 13. Disconnect switches shall be H.P. rated, heavy + v N O 1Lill location of each electrical raceway prior to make-up duty, quick-made, quick break enclosure required o ° TO OUTLET 1 and assembly. by exposure. E n ---_�_ WP/GFI -_�_�-_` / �- ,�- �, �- - 7. Outlets and appliances are shown and located on 14. Smoke detectors shall be hard wired (110 volt o + KX / CLG @ 10'-0" the drawings as accurately as possible. All type) to non-switchable light circuit and shall not be 00 IN measurements shall be verified on the project and connected into the load side of a ground fault -.... in all cases the work shall suit the surrounding trim, circuit. j FAMILY ROOM finishes and/or construction. 15. Smoke detectors shall be located on or near ceiling N \ 109 8. Heights of all outlets shown on the drawings are inside and outside each sleeping area. Verify CLG @ 10'-0" approximate only. locations of smoke detectors with the drawings. 16. Smoke detectors shall be 110 volt type, with a test BEDROOM 3 button with battery back-up system and visible COVERED PATIO T.V 113 "power on" indicator. j CLG @ 10'-0" 17. All electrical outlets shall be A.D.A. compliant. 'j CLG @ 10'-0" 1 ' CLG @ 10'-0" / \ I I I TO OUTLET �- ELECTRICAL POWER LEGEND 1 \_ S • sD ONWER'S SUITE x / �- a � � �_ sl s 3 �\ xx OF FLO D/C xx" CLG @ 11'-0' 3 � --------------- Duplex outlet (Arc Fault Interrupt) Q Telephone outlet {' ' PROVIDE OUTLET xxI. xxx xxII � AND PULL STRING XGFI (� Duplex outlet (Switchable outlet) T•" T.V. cable outlet 0' ' ' .� CLG @ 12'-8" � LIGHT IN ATTICPACE l J xx„ xxx — .kRI�1�1?� �•� GFI Duplex outlet (Ground Fault Interrupt) sD Smoke Detector co \ C� HALL -- xx„ (mount on ceiling, unless noted otherwise) ; +'4 O OUTLET----_---,, UTLET----_\ Ba'TFf 2 �wP Duplex outlet (Waterproof) Co Carbon Monoxide Detector '� , LIVING ROOM , \ , 0 \ xx" (mount on ceiling, unless noted otherwise) � I 106 I i i KITCHEN 111 LL \ ` �DED Dedicated outlet D/ Disconnect t , 'ttlnICtronicl \ 1 1 FLR. 108 / 1 CLG @ 10'-0" 1 \ / xx„ am F`R Recessed Floor Outlet signed and sealed by NKOLE �I 1\ 14'-0" _ Dedicated outlet (Ground Fault Interrupt) Q IGFI , GFITO , K LIED AP L15En 1 r Digital 5ignatwe and Date. Printed 1 O DISP. o Copies are not cansEdered Weed SD sls I /' / \ o Mounting height to the center line of the receptacle ' o / 1 xx and sealed and the Signature must 00 1 _-- be verified on area+ ele onic 17 r j �\tiri , L�F� , xxxS- '�—T e of receptacle W.I.C. C( � ��\ 11 i S s I Yp p CD 104 PROVIDE OUTLET }y AND PULL STRING I / GFI I �\ V LIGHT IN ATTIC SPACE CLG @ 10'-0" TO OUTLET i GENERAL NOTES : LIGHTING oGFI I TV \% 1. Contractor shall compare the electrical drawings 4. All electrical work and materials to be installed and specifications with drawings from other trades. per NEC, NFPA, local, state, and national code. N U FOYER BUTLER Contractor shall report any discrepancies to the 5. Location of electrical raceways, switches, panels, U 101 /- 116 q 1 BEDROOM 2 Architect. Obtain written instructions for any equipment, fixtures, etc. shall be adjusted to -J o \ �, 0 0 110 necessary changes. accommodate the work to avoid interferences V N DINING ROOM 2. Furnish and install fixtures as called for on the plans anticipated and encountered. � -0 co / IRIS . d 1 CLG @ 10'-0" p p _ \ \5�s ,•� \ or as selected by Owner. 6. Coordinate heights of wall mounted lighting fixtures 0 v GFI 3. Contractor shall verify fixture type and locations to clear mirri rs cabinets builts-ins trim etc. 3 -� � Y u Yp a o , > M 0 .PIASTER BATH 1 \ _ \--- ]� FLR with owner prior to installation. 7. All switches shall be A.D.A. compliant. '— •L .0 N"a LLCh CLG @ 10'-0" I ( CLG @ 12'-8" --�- L 1 LAUNDRY •L O O O U i i 117 GFIFol LL ELECTRICAL LIGHTING LEGEND = a of i \ • V L 41 V M � ' 1\` GFI S �1./ L- ' 1 CLG @ 12'-8" $ Switch Single Pole � V J .(D 00 W P/GFI I' ENTRY \ ,,� TTI 3 a Door bell o01 �L-- _—_-- $ Switch 3-way O �, N ' S 4 ® Door bell chimes O L Thermostat _ ,-I LL o FT1 Switch 4-way O O dl 1 W P/GFI O p GARAGE T O Recessed can ceiling light 0, 118 Electric meter Rev. # Date CLG @ 10'-0" Vapor Proof recessed can ceiling light ❑® Exhaust fan Wall mounted light r[A-i Exhaust fan and light - exhaust thru roof ao \ �- CLG--- Wall mounted light 1X4 or 2X4 a) `' GFI GFI Wall mounted bathroom light Surface mounted fluorescent light o PRE-WIRE FOR \ GARAGE DOOR Y � OPENER Ceiling fan z a `\ U w LU `\ UJ J O Project 21-0716 Number C) � Status CD Issue 09-Sep-21 date un un _ _ ------- Sheet N E 1 Ln 1 - GROUND FLOOR ELECTRICAL PLAN Ground Flr Electrical N SCALE: 1/4 = 1 -0 Plan 0 c N V) } C a0- C U N t 0 (Tp L V C RISER DIAGRAM ML � aQo M . �, -a c — — — — — — — — 3X4/0ALUMu �OR3X2/0C.U. L ao M a" +� c vu o t t- - - z - - - o E. u 2"GALV/IMC ❑ L a o VMH 200 AMP • rn ^ 3 MAIN BRKR L C C a° - o Y ` ^T � O � o — � O � 3 u TYPICAL 300 AMP _0 (1) o is r [ - - - - - - - � METER U = o U (UfO C L 40 SPACE Q u Q n E a Q MAIN 1/2"SCH 80 PVC BREAKER PNL � 2 "t GB-5 GROUND BRIDGE .3 M O or-, PER NEC #4 BARE C.U.TO U) _J LL N —J ROD AND STEEL L � N L ACORN G CLAMP m + (B U co = Z - - - - - - - - - - - - - - - - � 1- - Z- - - - - - - - - � — �- - o [1 Q) UJ o � 300 AMP SERVICE -SCALE: N.T.S. Eo + II II II U � LOAD CALCULATIONS II II II U _ —_ - - - � N II 300 amp PANEL � Load Calculations: Total Panel Load: 3,212 sqft. @ 3.0 VA/sqft. = 9,636 VA 1st 10,000 VA @ 100% = 10,000 VA Appliance Circuits = 6,000 VA Remaining VA @ 40% = 12,534 VA — —_�— Refrigerator = 1,200 VA AC #1 @ 100% = 7,500 VA — — Dishwasher = 1,500 VA AC #2 @ 100% = 7,500 VA N Dishwasher = 1,500 VA II Range = 12,000 VA Washer/Dryer = 5,000 VA Total: 37,534 \ Water Heater = 4,500 VA 37,534 VA 156.40 amps 1 AC #1 = 7,500 VA 240 V AC #2 = 7,500 VA Li Sub-Total: = 56,336 VA ` i II IL •' Total Amps required: = 156.40 VA a AR91827 ' fJ F J �� — J Summary: — � [� Use 300 amp 40 circuit panels, coordinate meter with local utility company. ' * I I II II I I LL WIRE SIZING TABLE II II n ; nF-H I BRK 0 N GND C signed and sealed by NCOLE III III NORTON, RA, LEER AP using ,a 20 12 12 12 3/4" Digital Signature and Date. -Printed Q III 30 10 10 10 3/4" Copies are not conskaered 5%ned Li L— -J J I—I I Q 50 8 8 10 and sealed and the signature must o I � J I I � - - - - - - - � I 1" C — — — be vulied on any elemonic 1 F 70 4 4 8 1 1/4" copes. n r 90 3 3 8 1 1/2" N 100 3 3 8 11/2" — 125 1 1 6 2" 150 1/0 1/0 6 2" II 175 2/0 2/0 6 2" N 200 3/0 3/0 6 21/2" o I I 11 II II I I I 225 4/0 4/0 4 21/2" I 250 250 250 4 3" LL FLR 300 350 350 3 4" r LF -1 F �� 350 500 500 3 4" a--i o BONUS ROOM ( ) L I � II 201 1 00 00� II Z) —1 L ? — — — — — — — — oC M O _ _ . I > a) 0 � � U II 1 1 / 62044 Si5 0 L.L � PROVIDE OUTLET o = .� � O U AND PULL STRING 0 of — — JJ L — — — — SPACE LIGHT IN ATTIC Q 1CO Z3 o 11 0 U J - 1 - - - - O 00 4-1 V) Zi I TO OUTLET Rev. # Date \ BEDROOM 5 Ln � 1 I I T.V I O L 2 W.I.C. U 203 1 0 I Project 21-0716 I T akLL Number o Status CD Issue 09-Sep-21 date a� N Sheet 0 E2 Ln 1 - SECOND FLOOR ELECTRICAL PLAN Second Flr Electrical N SCALE: 1/4 = 1 -0 Plan 0