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HomeMy WebLinkAboutPLANS(1)GENERAL NOTES SUMMARY OF WORK: 1. Project Description: New 1-story residence. 2. Work Involved: a. Roof: Asphalt shingles, Peel-n-Stick Roof Underlayment, exterior sheathing, pre-engineered trusses, R-20 Spray Foam Insulation for A/C space and Garage. b. Walls: i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk Rigid Board Insulation, 1X P.T. furring and 1/2" drywall at the interior side ii. Interior: Metal studs, batt insulation, with 1/2" drywall each side c. Ceiling: i. 5/8" drywall - see plans for trays, coffers and vaults ii. Exterior ceiling finish shall be 1/2" thick stucco on high rib lath attached per note on wall section. d. Foundation: Concrete thickened slab edge and 4" concrete floor slab e. Mechanical: i. Provide (1) unit per plans ii. Exhaust all bathrooms and dryer f. Electrical: i. Provide power and lighting per plans ii. Provide 200 amp service and 40 slot panel g. Plumbing: i. Provide water heater per plans ii. Provide sanitary lines per plans and risers iii. Provide plumbing fixtures per plan h. Work completed shall meet all local and state building code requirements. COORDINATION: 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. 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 performed. 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 performed. 7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. CHANGE PROCEDURES: 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 approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work performed. SUBMITTAL: 1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPORARY FACILITIES: 1. Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris. MATERIALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. PROJECT INFORMATION DESIGN PARAMETERS: Florida Building Code (7th Edition, 2020) Florida Residential Code (7th Edition, 2020) Florida Existing Building Code (7th Edition, 2020) Florida Plumbing Code (7th Edition, 2020) Florida Mechanical Code (7th Edition, 2020) Florida Fuel Gas Code (7th Edition, 2020) 2017 National Electric Code 2012 Florida Accessibility Code (7th Edition, 2020) Florida Energy Code (7th Edition, 2020) Florida Fire Prevention Code (7th Edition) Building Design: Ultimate Wind Speed: Nominal Wind Speed: Building Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Mean Height: Roof Overhang: Roof Pitch: Garage Design Pressure: 120 sqft. Door Design Pressure: 50 sqft. Window Design Pressure: 20 sqft. Exposure: Design Loads: Impact Protection: nrrl I DA IV rV R3 One -Family Residence Enclosed 160 mph 3 second gust 124 mph II 1.0 +/-0.18 15'-6" 1' -4„ 5/12 Int. Zone (+28.1/-31.0) Ext. Zone (+28.1/-34.1) Int. Zone (+30.01/-32.9) Ext. Zone (+30.01/-37.9) Int. Zone (+32.01/-34.9) Ext. Zone (+32.01/-41.9) C Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Impact Resistant Windows and Doors CONSTRUCTION: Type V Unprotected, Unsprinklered Ext. brg walls - CMU Pre -fabricated wood roof trusses Int walls -metal stds & drywall AREA TABULATIONS: (include exterior walls A/C space: 1,802 gross sqft. Garage: 819 gross sqft. Front Entry: 59 gross sqft. Covered Patio 240 gross sqft. Total New Bldg. Area: 2,920 gross sqft. Product Approval Submittal Affidavit Bldg Address: 5403 Deer Run Drive Contractor: Homecrete Homes Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure 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 WINDOW SH LOW E and Doors 7/8" thk Type 'A' FL# 5823.2 into 1X P.T. wood buck 270 Impact Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) @ mid -span Head/Sill - (2) @ 4" from center Jamb - 6" max from corners Jamb - 16-9/16" max O.C. Jamb - (1) @ center Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors 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 WINDOW SH LOW E and Doors 7/8" thk Type 'A' FL# 16177.1 into 1X P.T. wood buck 270 Impact Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head - 6" max from corners Head - 17" max O.C. Sill - Not Required Jamb - 6" max from top corners Jamb - (2) at 4" O.C. from bot corners Jamb - 10-1/2" max O.C. Jamb - 4" either side from center Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors FL # 20468.1 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapcons shall be spaced as per product approval See Cover Sheet +67.0 / -67.0 ENTRY DOOR Opaque on Sheet 8 of 11 Anchors: 1/4" X 3" Tapcons @ Head and Jamb Buck Attachment: Head - 4" max from corners Jamb - 4" max from corners Jamb - 13.00" max O.C. Frame Attachment: Head - 6" max from corners Jamb - 6" max from corners Jamb-14.00" max O.C. 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 IMPACT SGD and Doors 1" Overall FL# 20838.1 into 2X P.T. wood buck Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) mid -span of panel Head/Sill - 4" either side from center Jamb - 6" max from corners Jamb - 21"max O.C. Buck Embedment: 1-1/2" min into concrete Use 1/4" dia. ITW Tapcons. 3" from corner, 8" o.c. stag. Window Embedment: 1-3/8" min into 2X Use #12 wood screw anchors FL# 16546.5 GARAGE CLOPAY CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 DOOR MODEL 73 W6 Supplement Guide - Attach Buck W/ 5/8" 0 x 6" sleeve anchors @ 18" O.C. FL# 11602-R10 ROOF TITANIUM Owens Corning N/A Installation shall stricty adhere to product approval See Cover Sheet -45.0 UNDERLAYMENT ROOF Roofing and Asphalt FL# 11602-R10 UNDERLAYMENT PSU-30 Self -Adhered and back nailed 6" O.C. max with 12 ga. galvanized annular ring shank nails through 32 ga. 1-5/8"0 tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, & Embedment Pressure Pressure MU IOnS Tube Mullion Custom Windows 3Tube Mullion - Installation shall strictly adhere " See Cover Sheet +65.0 / -65.0 FL # 9520.1 and Doors to Product Approval FL# 9520.1 Use 3/16" dia. ITW Tapcons at each hole Provide a minimum of 1-1/4" embedment Roof Cambridge IKO Industries Attach Shingles with (Zinc Coated) Roofing Nails 12 Gauge, See Cover Sheet N/A Asphalt with 3/8" dia. heads, long enough to penetrate through plywood Shingles 1/4". use (6) nails per shingle, refer to "6 inch nail" FL # 30310.1 pattern in product approval Siding Stucco - 5/8" Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A Soffit Stucco - Stucco finish over high rib lathe See Cover Sheet N/A I have reviewed the above product approval information and and approved it. Name: Nicole L. Norton/n2 architecture + design Signature: Certification Number: AR 91827/ AA26002853 Date: INDEX OF DRAWINGS Revised xx-xx-xx ti� �J •�J •�J �J •�J Q- Sheet Sheet Title C1 Cover Sheet, General Information + Notes ■ Al Floor Plan, Details + Notes ■ A2 Foundation Plan Details + Notes ■ A3 Building Elevations ■ S1 Roof Framing Plan Schedules + Notes ■ S2 Structural Details ■ P1 Plumbing Plan Schedules + Notes ■ E1 Electrical Plan Schedules + Notes ■ ■ SYMBOLS O Window # Ax.x ## Door ## xxx Room Name # xx.x 0 Wall Type xx.x Nicole Deta i lip o rto n Keyed Note L is by Nicole L. Norton Interior Elevation Exterior Elevation Ax.x Wall Section I Ax.x Building Section /#\ Revision 0 Miscellaneous Key PROJECT CONTACTS OWNER/CONTRACTOR: Homecrete Homes Robert Cenk 2162 NW Reserve Park Trace Port St Lucie, Florida 34986 (772) 873-6707 ARCHITECT: n2 architecture + design Niki L. Norton, R.A. 2081 SE Ocean Blvd. Suite 1A Stuart, Florida 34996 (772) 220-4411 Date: 2021. 09:16:25 -04'0 LOCATION MAP "'� ii'.10 7♦ a. aM I ail r ~ ��,.;�. Wer151tr Ln Pill .t t.. ►�+ t• '' id. v >4 0 �(n �w t 0 L u n O C o 0 W a C n o O w ) L ns o m 3 ro o N u .L O Q O to C N �' +�•' C VUi O L L L C Q L o EM = n 3'T Cu Ln 3 . Lc C ;_ o E =o Y O (n = C 01 � Y C o f O fu +� o. (1) , L L - 'n C u C C U V Q ou0 Q_6 E a Q co a�� 08 U) J NN .2) LL N (1) L N L c ~ 0 v C fn + N co C) o U E 70 E o + O N U U i 4. rv, C' ►NET O()�_E L NOR AR91tQ7 +: signed ano sewed by NICOLE NORTON, R,� LEED AP using a Digital 5ignatureandDate. Printed Copies are not considered Signed and maied and the signature most be verified on any electronic copies. Q V U C: 4-J Ln W I / W Q .O O C C:) . - V 0 L .200 N O E rn C) L� L.L = Ln LL %.� Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet C 1 Cover Sheet LL a a� 0 Q f Q CD N CD •l 61'-4" 11'-4" 14'-2" 24'-0" 4'-0" 7'-4" 1 T-2" 9'-0" 1 V-4" . 10'-0" 1'-4" 10'-0" '-4" 1 6'-0" 11'-10" T-10" ------------ COVERED PATIO 0 002 0 ob ib BO BO 12'-0" 12'-0" EGRESS O EGRESS O H.B. o 05A I j I i I 16'-0" OWNER'S RETREAT I L8' 17'-8" I 2'J" I Y ------------ 106 I FAMILY ROOM I BEDROOM 11B 2 111 105 orn 00 ,� O< W J +� p In I I I I in I I I /L ---- I I I ---------------- I 5 S H - \\ N N �—— — — — — — — — — — — — — — — — — — — — — — — — — — — 42" HIGH COUNTER G - 0 in 106 r� 36" HIGH COUNTER iv -33 II 05B o KX LAV - WC R & S r-------- W,I.C. ------------ - -------------------------- fn ---� _ O TEMP N 108 108 ® BA 2 in 1 4'-8" '^ 3'_0 4'-8" -------- ---000---- 0-4„----- 4'_8" _0 31_511 7 _ TU W.I.C. DRY WASH [LoU V�V 107 107 J "' I R&S - io - io in SINK W/ DISPOSAL U) 13A M � LAUNDRY l0A w _ © MP LA TEMP WC 110 0 KITCHEN 104 O _ ko ko 0 09 T-8" I 104 0 4'- -6" 2'- -0" 2'-8' 12'-4" -0" 11'-4" _ EGRESS in �tEF OP N (ev �V lOC - E SHELVESGMAP 000 IlOB ^ RANGE W/ MICRO ABV. � [cn 13B BEDROOM 3 113 WH BASE CABS BASE CABS ❑o L----- O.H. CA — S O O O.H. CABS L I LL CDU CRASH POST 10'-6" 4'-6" 14'-0" DINING - 102 N GARAGE 114 0 0 --- 30'-8" 29'-0" I I Oi z 22 X 541 ATl IIC ACCESS _ FOYER 101 En N wW a W/PULL DOWNISTAIR N LIVING � Lj J `i I 1 Jli ROOM 103 H.B. COVERED (L Dol o ENTRY 001 ------------------------------- 10< 10< 10< Fx 10< G G io 2'-4" 1 - FLOOR PLAN 16'-0" 32'-0" 2'-4" m 2'-4" 61'-4" T-4" 14'-8" T-0" 1 2'-4" 1 T-4" 14'-8" T-4" SCALE: 1/4" = V-0" WALL LEGEND 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 BE 1/2" THK GYP BD. WITH 1" THK. (R-6.5) RIGID BOARD INSULATION AND 1X P.T. FURRING INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. ATTACH DRYWALL WITH #12 X 1-1/4" DRYWALL SCREWS @ 8" O.C. MAX AT SIDES AND 12" O.C. MAX IN FIELD WOOD FRAME BEARING WALL - 3-1/2" U.N.O. - PROVIDE R-11 BATT INSULATION WOOD STUDS SHALL BE @ 16" O.C. U.N.O. UNLESS OTHERWISE NOTED. O DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH HDW. TYPE ELEV. MDL# MAT. FINISH T'HOLD 101 T-0" 6'-8" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 104 6-0" 6'-8" 1.00 HCW PTD BI-FOLD - - - - - - 105A 6-0" 6'-8" 1.75 VIN FAC - SLIDER - - VIN FAC AL 1,2 105B 2'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - 106 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 107 2'-6" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - 108 2'-6" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - 109 2'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - 110A 2'-8" 6'-8" 1.375 HCW PTD 3 6-PANEL - - WD PTD - 4 110B 2'-8" 6'-8" 1.375 SCW PTD 1 6-PANEL - - WD PTD AL 4,5 110C T-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - - 111A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 111B 6'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - 112 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 113A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 113B 4'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - - 114A T-0" 7'-0" 1.75 AL FAC SECTIONAL - - MTL FAC - 2 114B 16'-0" T-0" 1.75 AL FAC SECTIONAL - - MTL FAC - 2 114C T-0" 6'-8" 1.75 FBR FAC 1 6-PANEL - FBR FAC AL 2,3,4 HARDWARE LEGEND SCW SOLID CORE WOOD SCM SOLID CORE METAL GL TEMPERED GLASS DOOR HCW HOLLOW CORE WOOD FBR MTL WD AL VIN FIBERGLASS METAL DOOR/FRAME WOOD DOOR/FRAME ALUMINUM DOOR/FRAME VINYL DOOR/FRAME PTD PAINTED FINISH PWD PAINTED WOOD FAC FACTORY FINISH MFR MANUFACTURER RECOMMENDED HARDWARE NO. 1 NO. 2 EXT. DEADBOLT LOCKSET LEVER HANDLES LEVER/PULL HANDLES THUMB LOCK WEATHER STRIP BB HINGES NO. 3 LEVER HANDLES BB HINGES 1. NEW GLASS DOORS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. INSTALL ALL EXTERIOR DOORS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 3. FRONT ENTRY DOOR SHALL BE BY THERMA-TRU. 4. HARDWARE SHALL BE BY KWIKSET. 5. 20 MINUTE RATED SOLID CORE DOOR WITH WEATHERSTRIP AND SELF CLOSING HINGES. WINDOW SCHEDULE WIN SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL #/SERIES TYPE NOTES: TYPE (STYLE) (SEE NOTES BELOW) WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE O A 3'-0" 5'-4" VERIFY VERIFY WHITE WHITE CUSTOM WINDOWS 8100 VINYL SINGLE 1, 2, 3, 4,5 AND DOORS HUNG B 2'-6" 3'-6" VERIFY VERIFY WHITE WHITE CUSTOM WINDOWS AND DOORS g100 VINYL SINGLE HUNG 1, 2, 3, 4, 5, 6, 7 C 1 6'-0" 1 5'-4" 1 VERIFY VERIFY WHITE WHITE CUSTOM WINDOWS AND DOORS 8100 VINYL SINGLE HUNG 1, 2, 3, 4, 5 NOTES: 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. TYPICAL WINDOW HEAD HEIGHTS SHALL BE 6'-8" 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. 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. [glum v it 2 - WINDOW TYPES [a O WINDOW MUNTINS AT FRONT WINDOWS ONLY SCALE: 1/4" = V-0" rz(1) U� C��� fo°' �w t o (0 •U c fLo3a�ic� N -6 � L aL�0ovoi3 gym} o ��n td .0 (0 W u L 7 CL O C N o u c +� OO 2 'w �crooC3L 6 L C O C 1 LI T IZ— L LL E L Fu > a J0-.I 3 .L o L c 0,,-0+ —� (p O �0 L O a-+ t6 > uY3'u' Qomu f)O -0 "U !E C-C U u ¢ -6 E a �7 � 't at U ON U) J LL N Cf) L N L N(D ic. L `i Co 0 3 .W E p + O U N N U U 'Q AR91827 �D '' signed ana sealed by NICOLE NORTON, RAC LEER AP using a DFEitaiSignature andDate. Printed Copies are not considero sgned and sealed and the signature must be vuffied on any elemonic copies. n , W U U ^� 4-J W Q) T--1 -0 Ln M A I > w .L -0 �L � 00 O _ C: N Q L I I� ._ U .200 O N EO n L� N 2 m u— Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet A 1 Floor Plan L.L d N 0 Q f Q N 0 •l 11'-4" 14'-2" 3'-0" X 3'-0" X 16"D CONCRETE FOOTING WITH #5'S @ 8" O.C. EACH WAY (TYP.) @ EA. COLUMN -4" 61'-4" 10'-0" 2D A2 24'-0" 1'-4" 10'-0" -4" 11'-10" I I I I I _____J I I I L----_ I L_ —J I I I I o 2D - o cO I A2 c0 2A 2B A2 A2 I I I � I i — — — I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I 2A o A2 N I I I ^2A I I A2 I 5'-0" X 4'-0" CONCRETE PAD W/ THICKENED EDGE r - 5'-0" 2C I A2 _1/2„ I F_ 7 7777 7 I o o I 23 —4 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR A2 6X6 -10/10 WMM WITH MIN. 1" COVER ON 6 MIL. L_ POLY VAPOR BARRIER OVER COMPACTED CLEAN ---- — ——--------------- FILL. I FOUNDATION SHALL BE TERMITE TREATED IN ACCORDANCE WITH FBC 1816.1 - 1816.2. 3'-0"X3'-0" F ------- — — — — — — - - CONCRETE FOUNDATION SHALL BE COMPACTED TO MINIMUM EQUIPMENT PAD 95% MODIFIED PROCTOR, IN ACCORDANCE WITH W/ THICKENED ASTM D1557 AND COMPACTED IN LIFTS NOT TO EDGE 2G EXCEED EIGHT INCHES IN DEPTH. I A241 I I F_ -1 I I I I in ^2H I A2 I I I N I Lu 3'-0" OJ i I I I I I I ZD I I N I ^2C F_ —L------------ A2 60 I ----- I ------------------J I I I I 2C A2 2F 2A - I I A2 A2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2'-4" 1 - FOUNDATION PLAN A2 16-0" 32'-0" 2'-4" A2 . M 2'-4" 61'-4" 14'-8" 14'-8" SCALE: 1/4" = V-0" GENERAL NOTES: FOUNDATION PLAN 1. CONCRETE a. shall be Class 1. b. shall meet 5" Slump Test. c. shall meet 3000 psi compressive (W/C ratio = 0.5) strength after 28-day cure. d. Grade floor slab for drainage. e. Finish concrete with single trowel. f. footing design based on soil bearing capacity of 2500 psf 2. REINFORCING a. shall meet ASTM standards for 60 Grade. b. vertical reinforcing shall be 3/4" from masonry. c. vertical reinforcing shall extend from footing through pre -cast lintels. d. horizontal reinforcing shall be cont. for pre -cast lintels over openings. d. horizontal reinforcing lapping shall a min. 22". e. protect for reinforcing: floor slab: 3" min. cover from top 2" min. cover from bottom over 6 mil vapor barrier footing: 3" min. cover walls: 1-1/2" min. cover beams: 1-1/2" min. cover 2a. Alternate for wire mesh: Fiber mesh made of synthetic fiber manufacturer per ACI 544.IR-82. Fibers shall be a certified suitable replacement for welded wire fabric per SSTD 10-93. 3. CONCRETE MASONRY UNIT a. shall be meet ASTM C 90. b. shall load bearing concrete masonry units. c. shall meet 3000 psi compressive strength after 28-day cure. d. Grade floor slab for drainage. e. Finish concrete with single trowel. See Finish Schedule for floor finishes. 4. MORTAR a. shall meet ASTM C 270 standards. b. shall be type M. c. joint type shall be concave. 5. GROUT a. shall meet ASTM C 476 standards. b. shall have a min. 3000 psi compressive strength. c. shall meet 8" -10" slump test. 6. SOIL BEARING CAPACITY a. shall meet 2500 psf (General Contractor to verify). 'I3 #5 REBAR 'I #5 REBAR @ EVERY 4'-0" o.c. @ EVERY 4'-0" o.c. o @ BOTH SIDES OF ALL a @ BOTH SIDES OF ALL c J MASONRY OPENINGS S g MASONRY OPENINGS E SEE PLANS E ce SEE PLANS Lu oM O II CONC SLAB O - �I CONC SLAB N FIN FLR FIN FLR FIN GR 60 xa � EXT STP x° � r N ° \ / r � xn 4/// (2) #5 CONT /�\// M (2) #5 CONT j MI\\ �� 3" MIN. COV. 1,-6„ 3" MIN. COV. `\1' \6" BEARING FOOTING BEARING FOOTING @ EXT STEP B SCALE: 1/2" = 1'-0" I1 #5 REBAR @ EVERY 4'-0" o.c. E aK KK @ BOTH SIDES OF ALL U) MASONRY OPENINGS w E W SEE PLANS Q o p 11� H RECESS FTG 4" > �CONC SLAB M11CONC SLAB FIN FLR FIN FLR FIN FLR �� I FIN GR I FIN GR o �477'v XX ° Zo (2)#5 CONT / 3" MIN. COV. MIN. (2) #5 CONT �/ MIN 1'-0" 3" MIN. COV. BEARING FOOTING @ GARAGE THICKENED EDGE C D SCALE: 1/2 = 1 -0 SCALE: 1/2 = 1 -0 CONC SLAB FIN FLR � . (2) #5 CONT \! 3/\�� 3" MIN. COV.� MIN. V-6" E FOOTING @ GARAGE OPENING SCALE: 1/2 = 1 -0 2X P.T. BOT. PLATE 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) ALONG BRG WALL (1) #5 CONT. K•7►[a] R1Ae1-' FIN FLR X ° �D ��/ � a in (2) #5 CONT 1IN 4" 3" MIN. COV.OV. MIN. G INTERIOR WOOD BRG WALL CLEAN COMPACTED TERMITE TREATED FILL 2 - FOUNDATION DETAILS CONC SLAB FIN FLR EXT STP �X4�' eX �� � a� • MIN. (2) #5 CONT MIN. 3" MIN. COV. 1'-6" 1'-6" PER PLAN F FRONT ENTRY SCALE: 1/2" = 1'-0" CONCRETE SLAB PER PLAN 10 MIL VAPOR BARRIER (2) #5'S CONT H FOOTING @ GARAGE SCALE: 1/2" = 1'-0" I I #5 REBAR @ EVERY 4'-0" o.c. K KK @ BOTH SIDES OF ALL E IF SEE PNRY ANSOPENINGS rn O �� RECESS FTG 5-1/2' CONC SLAB L" FIN FLR I 4 FIN GR x- N.X./\. MV� • • (1) #5 CONT 3" MIN. COV. (2) #5 CONT MIN. 3" MIN. COV. 1'-6" BEARING FOOTING @ SHOWER SCALE: 1/2" = 1'-0" U U(n Uw L O .� V C �LE�Qno � -p C ,`a3aoi�t L O-Ni Ow NCL 10InU V .L O Q O Ln C U +�•' C C-: 'U" O L L E L � Q C 0 -0 C J../ L LL T :0:L E C -O C O LA � ���� _C rn �, ;; 3 ^ �..L 3 D u U fu 3 o u 0 L°+ �+' �CU�_CU U Q ou Q_6 E a Q �_ aS 0 V U J NN LL N L N L L v + (6 N (6 O 0 .� _0 E U E o + O N U 0 0 i of Fko 0. * o Olk rn � ]' ya AR91 82 7 .; signed and sealed by NICOLE NORTON, PA LEER AP using a ❑igitai5ignatweandDate. Printed Copies are not considered signed and seaied and the signature most be verirred on any eiemonic copies. ^ � W V U ^� L W (3) �--I -0 -0 Ln •7 Q) W i i .L E C :3 _0 O O _ E_ N V 0 L N N 00 0 �Mi2N 0 = NT' Ln 0 U_ Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet A2 Foundation Plan M STUCCO CEILING AT COVERED PORCH - CONSTRUCT AS PER NOTE BELOW CONC. SLAB a xx ON 71T7z\ 6 MIL VAPOR BARRIER 1'-4" ASPHALT SHINGLES (IKO CAMBRIDGE SERIES) OVER PEEL-N-STICK ROOF UNDERLAYMENT OVER 19/32" EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIESS k TRUSS BRIG 'r 2X6 WOOD FASCIA WITH STUCCO SOFFIT BEAM - REFER TO BEAM SCHEDULE SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS _ 0'-01, T.O. SLAB 'r CLEAN COMPACTED, TERMITE TREATED FILL NOTE: ASTM C 1063, 7.10.2.3: EXPANDED 3/8" (9.5MM) RIB LATHE SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4" (44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. 6 - TYPICAL WALL SECTION R-20 SPRAY FOAM INSULATION SCALE: 1/2" = 1'-0" ASPHALT SHINGLES (IKO CAMBRIDGE SERIES) OVER PEEL-N-STICK ROOF UNDERLAYMENT OVER 19/32" EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIES TRUSS BRG 'r 5/8" GYP BD CEILING VERHANG 8" X 16" BOND BEAM @ ALL < < 2X6 WOOD PERIMETER WALLS - PROVIDE FASCIA (1) #5 TOP AND BOT COURSE WITH STUCCO CONTINUOUS SOFFIT 1/2" GYP BD WALLS OVER 1X P.T. FURRING STRIPS & 1" THK RIGID INSULATION BD. 8" CMU W/ FINISHED BASE TEXTURED STUCCO FINISH (1) #5 VERT AT 48" O.C. FLOOR FINISH MAX f� JOINT REINF. BETWEEN TOP (2) COURSES AND A� AT ALTERNATING COURSES BELOW I SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS ° 01-011 po T.O. SLAB \r\\% _J IMM 6 MIL VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL NOTE: ASTM C 1063, 7.10.2.3: EXPANDED 3/8" (9.5MM) RIB LATHE SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4" (44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. 5 - TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" 1 - FRONT ELEVATION 12 5 12 5 8'-0"_ T.O. BEAM 'r 6'-8"_ HEAD HT. 'r 0'-0" T.O. SLAB SCALE: 1/4" = 1'-0" HEAD O.H. 3'-0" 3'-0" A EGRESS TEMP 0'-0" T.O. SLAB 2 - RIGHT SIDE ELEVATION 12 5 SCALE: 1/4" = 1'-0" 8'-0"_ T_O_ BFAM 'r - - - - - - - - - - - 6'-8"_ HEAD - - - - - - - - - O.H. 3'-0" © TEMP 0'-0" T.O. SLAB � 3 - LEFT SIDE ELEVATION 12 5 SCALE : 1/4" = 1'-0" T.O. BEAM Y - - - - / 6'-8" 06 1' 4" - HEAD HT. 'r O.H. - - - - - - - - - - O EGRESS 05A O O EGRESS 0'-0" T.O. SLAB � 4 - REAR ELEVATION SCALE: 1/4" = 1'-0" C L O C V a) } + f0 O L Ln O fM C= V C 0, E-0Q ao cowm �c � 3 a) a) L == � ' 0 Lf 3 a (_n + a n3 n3 a) V c a ao m c a) a) d T V Ca) +� C V) OLL E U 3 U" L 4—J ccoaa) Q a) m a) L 3LcnU, ._L(U�fu � ,rn � Mn c O5r--a+�—Y a)-aoL - `o ^ L c L (n i..L ) c � � • m O 3? a) a 3 u ((nnL C f6L U -C"a) Ea) Q �Qa�Q -t � U N M O (n � N (n CU + ca cCU tt3 0 C) i W 2 N U) E�; + U W 4�-a G� Q� U s_ Ca Q AR91827 �Di signed ana sealed by NtCOLE NORTON, Pk LEER AP using a Digital SignattrreandDate. Printed Copies are not con&Wero stne+d and sealed and the signature most be verified on arry electronic Copies. W V U a--) ^C: -0 -6 Ln •V) M Q) .L -0 �L 0 � O O O _�L.L� (n N L .� U 0 CO O N Eo M a N = in L� u— Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet A 3 Elevations & Sections LL 0 a� 0 Q Q 00 cV M BEAM/LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED TOP OF BEAM COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT B-1 PERIMETER 6113 2000 2724 1000 8'-0" 8F16-1B/1T NOTES: 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. 2. Refer to Floor Plan & Roof Plan for information on door and window details. 3. Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of 22 inches. 4. Lintel will have to be modified to prevent overhang @ windows @ angled corners. Lintel depth may be increased, but not reduced. F= FILLED w/ GROUT QUANTITY OF #5 REBAR @ TOP U= UNFILLED 8F16 - 113/1T NOMINAL WIDTH QUANTITY OF #5 REBAR @BOTTOM NOMINAL HEIGHT - Ln ^ GENERAL NOTES 1. G.C. SHALL FURNISH SIGNED AND SEALED TRUSS SHOP DRAWINGS WITH SUBMITTAL PACKAGE 2. ALL TRUSS CONNECTORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS 3. ALL TRUSS TO TRUSS CONNECTORS SHALL BE ENGINEERED AND SUPPLIED BY THE TRUSS MANUFACTURER 4. ALL TRUSSES SHALL BE SOUTHERN PINE I B - 1 1 -1 M a a � a a a a a a �,.� 1-1 r, r Ln un un un un un un r I 11 11 J3 _ I J3 I I I I I I I I ;RK ..EML..LM.1_1.�..�.. K B-1 K ^ ^ (D HVB (D■ - -- ------1�- -- ---------- - --- -II -II -J-P -IIII ---- ------------I---- --- --- --------- ---- - ------� �III�IjIjIIiII l III1IjII- M Q � QJ Ln m 00(D r Ln It ID (D © III IIIII rn N 01 I- 1 13T rJ1 7---- / �V16 IIIII IIII IIII ■I■ III 13 J5T 15 III-- �-�- LV1 77T L TRAY EILINJ II IIIl Vi 17 �-�I11 J7T V8 n 37 __-1 --_-------�1■■■1■■;- ------------ �LIIIIl -------- l-- -1L --- j- V4 -i,�- 17T -- y® 17 1_4 I I I I I III I j I ------------- --- 17 L j - - l ■ �� PR IN JERIOR VIDE VAULTED SILOPE EILING HIS AREA SHLL BE 1.5:12 �!� I ■ _ _ _ J7 II iiC�i I h l I I I I I I I 37 I I 1'-4' _ - --- --1 ----- -----1-----L----1----- I--- -L-I---1 I r--�-�,I I I ■ ■ - - - - 17 ■ r- 4 '-' ■ I I I i i I I I I I I 37 I I L� 17 1 1 I I I I I I I I I i� I I ■ I� ---- ---------- -- �- I I I � I I 77 L j _r3 ■ ■ I I I I I -I J I I _ - -- 17 - I Z RI�OVIDEIvWM- I - --- --- I I I I I I I �X4'S BENEATH EA. I ■ ■ J7 37 GIRDER TRUSS ■ I I ® F37 ® I 1----1--- ----- r RIDGE I I I I I l i - - - - ■ T- 37 _ _ __ I I I h II I I I ■ I I ■ ■ I I 1 I 1 I I L___- 37 12X DBLI j - - ��- J -- ---- -- - - - - EADE I I I I I I I I I I I ■ I ■ ---� ----------- ■ I I 1 MV8 I I � � -- 37 L�- I 1 MV6 1 1 ■ I I I I ■ _ _ _ _ 37 77- I �I I �O � I --------------------------- r-�---------I-----� --------TI ------- _-J L---- I ------ -------t----I----------------_- ---- ■ ■ I l I l I MV4 I I ■ l ■ 1 1 I I I I I I I I I I �jO I I I ■ __ __ I ■ �� 17 J 17 I I I MV2 l ■ I I I I I I I I I I I I I I I I ■ I ■ I I I I ■ ■ I ■ O I I I 1 1 17 I I I I I I ■ I I I ;; I I I I I I I I I I ■ I I 37 \��,�/ col m l 1 1 I I I I I I I I I -- -- ��- IRIDG �I,'All TIC'S �l ■ I I I i i I I I I I I I I i i ■ i i ]7 L - - - ■ 1 IATTI - - --�-- I ` I I IACCES I l I I� � I I `��► I I IB-1 ❑ I I I / \�jl ■ I© 1 4 1 1 ■ 15 ---4 1Q l ■ GR7------- ---- - ■ ■ .. . N Q 1----- ----i >> 1 C > B�l I I I I I I I -� J3 __ __� SQ __ I I I I I I 11 I I I ■ l I I I I I ■ I I ■ 1 I I I I I I ■ � I I j I I ■ I I ■ 10 I 1 I © J7B I ]1 -- -- - I I I I I I I I I I ■ I ■ ■ I I ■ Ln M � ■ 1 I I I I 1 I J � ^ ^ ^ I I I I ■ 1 I I I I I l ■ 1 I10 I I I I I I ■ I I I I I I Ln Q Q Q Q Q Q I ----a 1 - ROOF FRAMING PLAN I B-1 I I l ■ _ 13 I I I I I I ■ ® 1 j J1 I ■ I 1 ___ I I B-1 I SCALE: 1/4" = V-0" CONNECTOR SCHEDULE TRUSS ID UPLIFT LOAD HORZ.LOAD CONNECTION DESCRIPTION CONNECTOR MANUFACTURER CONNECTOR MODEL NO. CONNECTOR QUANT. PER CONN. CONNECTOR NOTES: QUANT. ATTACHMENT A 620 141 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 Al 623 166 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 A2 443 306 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 A3 474 163 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 ATA 474 192 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 ATB 474 191 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 D 592 249 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 D1 585 294 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 D2 576 339 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 D3 463 338 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 D4 449 383 TO BOND BEAM SIMPSON HETA 24 1 10 10d x 1-1/2" NAILS 1,2 D5 436 428 TO BOND BEAM SIMPSON HETA 24 1 10 10d x 1-1/2" NAILS 1,2 G 990 167 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G1 990 199 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G2 992 226 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G3 1532 258 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G4 1521 291 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G5 1511 323 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 G6 1525 355 TO BOND BEAM SIMPSON HETA 24 1 10 10d x 1-1/2" NAILS 1,2 G7 1545 379 TO BOND BEAM SIMPSON HETA 24 1 10 10d x 1-1/2" NAILS 1,2 GR7 404 154 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 GRA 1295 113 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 GRB 1283 351 TO BOND BEAM SIMPSON HETA 24 1 10 10d x 1-1/2" NAILS 1,2 GRID 1196 204 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 GRG 2264 134 TO BOND BEAM SIMPSON LGT3-SDS2.5 1 12 1/4 X 2.5 SIDS 1,2 GRK 1680 84 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 11 191 68 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 13 226 112 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 33T 169 112 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 15 188 157 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 35P 284 157 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 35T 188 157 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 17 214 202 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 17B 157 156 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 37T 214 202 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 K 1040 110 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 K1 941 119 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 KJ5 331 156 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 KJ7 319 201 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 1,2 K17T 268 201 TO BOND BEAM SIMPSON HETA 16 1 9 10d x 1-1/2" NAILS 112 A2 381 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 A3 367 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 ATA 367 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 ATB 367 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 B 367 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 131 387 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 B2 409 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D 517 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D1 525 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D2 534 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D3 547 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D4 561 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 D5 575 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 GRB 912 - WD BRN'G WALL SIMPSON MTS 16 1 14 10d x 3" NAILS 1,2 GRID 1331 - WD BRN'G WALL SIMPSON MTS 16 2 28 10d x 3" NAILS 1,2 1. Simpson connectors shall be attached per manufacturers standards. Verify with manufacturer prior to installation. 2. Truss to truss connections shall be by Truss Manufacturer. "CAST-CRETE" LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT ❑ 2'-10" 6113 2000 4460 1000 8F16-1B ❑ T-6" 6113 2000 3547 1000 8F16-1B ❑3 4'-0" 6113 2000 3079 1000 8F16-1B ® 4'-6" 6113 2000 2724 1000 8F16-1B ® 4'-6" 6113 2000 2724 1000 8F12-1B/1T ❑5 5'-10" 4360 2000 2093 1000 8F16-1B © 8'-0" 2661 2000 1634 1000 8F16-1B © 8'-0" 2661 2000 1634 1000 8F12-1B/1T ❑7 9'-4" 1843 1500 1133 750 8F16-1B ® 10'-8" 1533 1500 914 500 8F16-1B ❑9 14'-0" 1002 800 559 400 8F16-1B 10 17'-4" 950 800 500 400 8F16-1B/2T 11 VARIES -SEE PLAN 950 800 500 400 8F16-1B/2T NOTES: 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. 2. Refer to Floor Plan & Roof Plan for information on door and window details. 3. Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of 22 inches. 4. Lintel will have to be modified to prevent overhang @ windows @ angled corners. Lintel depth may be increased, but not reduced. F= FILLED w/ GROUT QUANTITY OF #5 REBAR @ TOP U= UNFILLED 81`16 - 113/1T NOMINAL WIDTH a / QUANTITY OF #5 REBAR @BOTTOM NOMINAL HEIGHT v �4 0 t 0(0 0 L E Q Q O -ac o3��t 5 O N L O w ) L ❑-�„ om3 (o o N O1 L Q O to C N +jC��of 4 E L 2 o a Q c .L _0 L O (n C _CLn Cl S o fu 3 u `-' 3 L u O ro 0 �E C U C C U U Q ou Q_6 E a Q c� a)� 0 O -0 U) J N •- LL N L N L CIO L v ca C O O •y, V 70 E o + O N U U OT Fl- 0 0: 0: - - rn signed ana sealed by NICOLE NORTON, PA LEER AP using a DigitM Signatu re a nd Date. Printed Copies are not corWered signed and sealed and the signature Must be verified an any electronic mpies. n ) W V U 4-J ^� W 111) ,--1 -0 -0 Ln 0 ON .(n W I i •L ru -0 C: 0_ C: O0 O CL LL I� (n N L N . - U C) L N I� 00 O Eo 2 Ln L� U_ Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet S 1 Roof Framing Plan ►E i PLYWOOD EDGE I• I I• I I• •I I I e e e e------------ • • • • •• • • • • • • e o e e e • • • • • • • • ee o • • e • • 19/32" THK EXT. • PLYWOOD SHEATHING • EXPOSURE 'C' - 160 MPH WIND SPEED .. FASTENERS (RING SHANK NAILS): • ASTM F1667 RSRS-03 (2-1/2" X 0.131") EDGE OF WALL • ASTM F1667 RSRS-04 (3" X 0.120") BELOW •• NAILING PATTERN: • RAFTER/TRUSS SG = 0.42 - 4" O.C. EDGE & FIELD • RAFTER/TRUSS SG = 0.49 - 6" O.C. EDGE & FIELD .. •� ROOF JOISTS • @ 24" o.c. . .. . . . . . • • • • • . . . . • • • • • • • • • EDGE OF ROOF @ OVER HANG 1 - ROOF PLYWOOD SHEATHING NAILING PATTERN SCALE: 1" = 1'-0" --7 \ \ O I\ O /2 /I C) \ O\ v /O / Q z IQp1 // / / / I \ \ \O z �/ / `\O \\ \\ // //2 \\ 2 (D \\ 2 I I // // / I O \ ` / / 1 \> / / O 10 O Q 20 SQFT +17.8/-32.8 \ 1 50 SQFT +14.0/-27.2 C1 2 \\ \\ 1 100 SQFT +11.2/-22.9 \Q \ `\C1 �\ O 20 SQFT +17.8/-45.6 \ \ \2 50 SQFT +14.0/-38.4 \ Q \ \ \ \ \ 1 1 100 SQFT +11.2/-33.0 O O > O <\\ \\ / \ \ Z 2 \ \ \ \ O +20.6/-51.0 / \ Q \ z \ 1-41 \ \� / / \ \ — — Q — —— — — — — O — — � VALUES BASED ON TABLE V O \ 2 R301.2(2) - FBCR 2020, 7TH / O EDITION L � 0 2 - WIND LOADING DIAGRAM 2" 0 in 4" 3 - CRASH POST DETAIL STUCCO RETURN 2X8 P.T. AT HEIGHT OF DOOR SET 1/2" INTO OPENING GARAGE DOOR HARDWARE NOT TO SCALE 36" HIGH BY 2" DIAMETER STEEL CRASH POST FLOOR FLANGE W/ (4) 3/8" EXPANSION BOLTS INTO SLAB SCALE: 1-1/2" = 1'-0" EXTERIOR FACE OF WALL L 5/8" X 6" REDHEADS WITH MINIMUM 2"0 X 1/8" WASHERS AT 18"O.C. AND 12" AT ENDS TRACK BRACKETS TO PT BUCK 7' HIGH DOOR: 5-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. 8' HIGH DOOR: 6-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. 4 -GARAGE DOOR ATTACHMENT • SCALE: 1/2" = 1'-0" !IyA01 8" CMU WALL VERTICAL STEEL REINFORCING HORIZONTAL STEEL REINFORCING WINDOW AS PER SCHEDULE WINDOW AS PER SILL SCHEDULE CAULK AT FRAME CONT. FLUID APPLIED WATER PROOFING/FLASHING AT ALL OPENINGS (TYP.) SHALL COMPLY WITH AAMA 714 REFER TO FBC R703.4 PRE -CAST CONCRETE a WINDOW SILL 8" CMU WALL � VERTICAL STEEL ------.,,I 1 la REINFORCING JAMB WINDOW AS PER SCHEDULE 8" CMU WALL VERTICAL STEEL REINFORCING WINDOW 5 - WINDOW H-S-1 DETAIL SIMPSON (2) LGT2-1 PER SIDE (16) 16d SINKER @ COLUMN SIMPSON (2) MTS1 (14) 10d X 1-1/2" @ (2) 2X4 STUDS SIMPSON SPH4 (12) 10d X 1-1/2" TOP & BOT PER STI, DBL 2X4 STUDS 3-1/2" X 3-1/2" P.T. COLUMN SIMPSON HTT16 (1) 5/8" ANCHOR/(: X P.T. WOOD BUCK W/ LIQUID LASHING AS PER FBC ASTENER AS PER O.A./PRODUCT APPROVAL EE NOTES FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES 1X P.T. WOOD BUCK W/ LIQUID FLASHING AS PER FBC SCALE: 1-1/2" = 1'-0" 7 - TYPICAL WALL SECTIONS R20 SPRAY FOAM INSULATION (2) 2X4 WOOD STUD TOP PLATE (2) 2X6 WOOD HDR SEE HEADER SCHED. SIMPSON - LTSA 24 (18) 10d PER STRAP 1/4" X 3.5" TAPCONS 2X4 STUDS @ 16" O.C. 8" CMU WALL VERTICAL STEEL REINFORCING HORIZONTAL STEEL REINFORCING CAULK AT FRAME CONT. DOOR AS PER SCHEDULE EXTERIOR DOOR AS PER SCHEDULE CAULK AT FRAME CONT. FLUID APPLIED WATER PROOFING/FLASHING AT ALL OPENINGS (TYP.) SHALL COMPLY WITH AAMA 714 REFER TO FBC R703.4 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) OR 5/8" X 7" WEDGE ANCHOR W/ #3 DIA. WASHER ALONG BRG WALL SIMPSON SPH4 - (12) 10d X 1-1/2" TOP & BOT PER STUD P.T. 2X4 WOOD STUD BOTTOM PLATE 6 MIL VAPOR BARRIER 8" CMU WALL VERTICAL STEEL REINFORCING DOOR AS PER SCHEDULE DOOR AND WINDOW ATTACHMENTS SINGLE -HUNG SINGLE -HUNG FRONT ENTRY S.G.D. DOOR Installation shall stricty adhere to product approval Installation shall stricty adhere to product approval Tapcons shall be spaced as per product approval Installation shall stricty adhere to product approval FL# 5823.2 into 1X P.T. wood buck FL# 16177.1 into 1X P.T. wood buck on Sheet 8 of 11 FL# 20838.1 into 2X P.T. wood buck Anchors: 3/16" anchors @ Head, Sill and Jamb Anchors: 3/16" anchors @ Head, Sill and Jamb Anchors: 1/4" X 3" Tapcons @Head and Jamb Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Attachment: Head - 6" max from corners Buck Attachment: Head - 4" max from corners Attachment: Head/Sill - 6" max from corners Head/Sill - (1) @ mid -span Head - 17" max O.C. Jamb - max from corners Head/Sill - (1) mid -span of panel Head/Sill - (2) @ 4" from center Sill - Not Required - 1 Jamb 300" max O.C. Head/Sill - 4" either side from center Jamb - 6" max from corners Jamb - 6" max from top corners . Jamb - 6" max from corners Jamb - 16-9/16" max O.C. Jamb - (2) at 4" O.C. from bot corners Frame Attachment: Head - 6" max from corners Jamb - 21" max O.C. Jamb - (1) @ center Jamb - 10-1/2" max O.C. Jamb - 6" max from corners Embedment: 1-1/4" min into concrete thru 1X Jamb - 4" either side from center Jamb-14.00' max O.C. Buck Embedment: 1-1/2" min into concrete Use 3/16" dia. Elco Ultracon Anchors Use 1/4" dia. ITW Tapcons. 3" from corner, 8" o.c. stag. Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors Window Embedment: 1-3/8" min into 2X Use #12 wood screw anchors P P A n 1AMR SILL 6 - DOOR H-S-J DETAILS 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES INTERIOR FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC INSTALL THRESHOLD AS PER N.O.A./PRODUCT APPROVAL - SEE NOTES FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES ASPHALT SHINGLES (IKO CAMBRIDGE SERIES) OVER PEEL-N-STICK ROOF UNDERLAYMENT OVER 19/32" EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIES TRUSS BRG 'r 0 V-4" VERHANG 2X6 WOOD FASCIA WITH STUCCO SOFFIT iv SIMPSON SPH4 - (12) 10d X 1-1/2" TOP & BOT PER STUD 8" CMU W/ TEXTURED STUCCO FINISH o °I ° P.T. WOOD STUD N I SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS 6" 01 T.O. SLAB T� x, CLEAN COMPACTED, TERMITE TREATED FILL 8" CMU WALL VERTICAL STEEL REINFORCING HORIZONTAL STEEL REINFORCING CAULK AT FRAME CONT. DOOR AS PER SCHEDULE EXTERIOR DOOR AS PER SCHEDULE CAULK AT FRAME CONT. FLUID APPLIED WATER PROOFING/FLASHING AT ALL OPENINGS (TYP.) SHALL COMPLY WITH AAMA 714 REFER TO FBC R703.4 8" CMU WALL VERTICAL STEEL REINFORCING DOOR AS PER SCHEDULE el!fill .-I 1AMR SILL SIMPSON SPH4 OR (2)^2X10 HEADER ^ P.T. WOOD BUCK W/ LIQUID aSHING PER FBC STENER AS PER D.A./PRODUCT APPROVAL E NOTES TNITERIOR STENER AS PER D.A./PRODUCT APPROVAL E NOTES P.T. WOOD BUCK W/ LIQUID aSHING PER FBC INSTALL THRESHOLD AS PER N.O.A./PRODUCT APPROVAL - SEE NOTES FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES SCALE: 1-1/2" = 1'-0" 16d FACE NAILS @ 12" O.C. EA. SIDE STAGG OPTIONAL 1X BLOCKING AS NEEDED 2X4 OR 2X6 STUDS @ 16" O.C. 2X4 OR 2X6 PT PL 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) OR 5/8" X 7" WEDGE ANCHOR W/ #3 DIA. WASHER ALONG BRG WALL SCALE: 1/2" = 1'-0" c L O L Q Q O C O `a3aoi�t W .0 c-Ni Ow N L a�� om3 ro o L C Q O to C N +j c C' of O `°' �� u 3 �% EoL c 8 O- Q Q C:c Q) lu (U L L 2!-M LE a 3�'u�.3 'L -O +.� Ccc W -0 O (n C t L a-+ Y 3 fo C N toJA LA 3cu"3ou O ���'_�� U _6 Q ou QE ow Q a�co� 0 U) J NN LL N .— (D L N L L v ca + N (6 OU .U) a) U 70 E O + O N U L_ a --a U a) U L ca 0�_ Q AR91827 signed ano sewed by NICOLE NORTON, PA LEED AP using a Digita[ Signatwe a nd Date. Printed Copies are not wri.Wei e0 stgned and sewed and the signature most be verified on arty electronic copies. Q V V Q) T--i Ln �Ln W I > C) 70 C:0 0 O _3 (n N L N . _ U.)N V C) L N 00 O Q) Eo M a N = L n L� LL Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet S 2 Structural Details H.B. 1 - PLUMBING PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES: PLUMBING 1. Contractor shall field verify location and size of all existing 14. For drainage line for dishwasher use copper type 'DWV' per utilities & water pressure prior to construction. Any ASTM B-306. discrepancies with existing conditions and Permit Documents, 15. All copper pipes shall avoid contact with all other metals & contractor shall notify the Architect prior to modifications. and concrete masonry. If copper water lines run through 2. All labor, materials, and equipment provide by Contractor metal studs, provide protection with metal stud inserts. shall be in accordance with all local & state applicable codes. 16. Install main water cut-off valve and backflow preventer All work shall be installed by a licensed plumbing contractor. at water meter. Install in an accessible 3. Water & Sewer lines shall be capped and sealed to maintain location. Main water valve shall be ball valve and backflow dust free systems. lines shall be free of debris prior to preventer shall be a double check valve. connection of new equipment. 17. For all domestic water shut off valves install ball valves. 4. Piping penetrating any walls and floors shall be sealed. 18. Install pressure balance and antiscald valve (140°F) Any penetration of fire walls shall be sealed with firestopping for tubs/showers. material, where applicable. 19. Install a ball valve at water heater on the cold water line as 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 6. Provide sleeves for piping penetrating the slab and under- appliances shall be made union joint. ground water piping, with 1" min. clearance between sleeve 21. Install cleanouts every 50' on 4" drain lines and at base of and inside surface and pipe exterior. each vent in accordance with all applicable local and state 7. All insulation and adhesives shall have a composite fire and codes. smoke hazard rating to meet ASTM E84, NFPA 255, and 22. All piping shall be concealed within the walls, chases, UL 723 not exceeding a flame spread rating of 25 and a between floors, and under slab. Provide access panels for smoke developed rating of 50. all concealed shut-off valves. 8. Insulate all hot water pipes with 3/4" thick flexible foam. 23. Coordinate all piping to avoid conflicts with all trades. 9. Insulate or wrap all piping to prevent vibration and sound 24. All plumbing fixtures are located on the plans. transmission caused by water flow. 25. Plumbing layout and plumbing riser diagrams are 10. Insulate all domestic water piping where exposed in non- diagrammatically drawn. Field conditions may require conditioned spaces. Provide aluminum jacket and label modifications to layout for proper installation of piping and piping. fixtures. No modifications shall comprise the design intent 11. All pipe hangers and supports shall be factory fabricated and of the building. 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. 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 13. All drainage & vent pipes and condesate lines shall be between the Owner and Contractor. Schedule 40, Type DWV in conformance with ASTM D2665. 29• "Flowguard" CPVC shall be used in lieu of copper piping where applicable. PLUMBING SCHEDULE ITEM MANUFACTURER/ # EQUIPMENT MODEL NUMBER LOCATION FAUCETS P-1 KITCHEN SINK TO BE SELECTED KITCHEN TO BE SELECTED BY OWNER - BY OWNER P-2 LAVATORY TO BE SELECTED MASTER BATH TO BE SELECTED BY OWNER BATH #2 BY OWNER P-3 TOILET TO BE SELECTED MASTER BATH BY OWNER BATH #2 P-4 SHOWER TO BE SELECTED MASTER BATH BY OWNER P-5 WASHER MACHINE TO BE SELECTED LAUNDRY BY OWNER - P-6 SHOWER HEAD AND CONTROLS TO BE SELECTED MASTER BATH BY OWNER BATH #2 P-7 WATER HEATER TO BE SELECTED GARAGE BY OWNER - P-g DISHWASHER TO BE SELECTED KITCHEN BY OWNER P-g ICE MAKER BOX TO BE SELECTED KITCHEN BY OWNER P-10 TUB TO BE SELECTED BATH #2 TO BE SELECTED BY OWNER - BY OWNER P-11 LANDRY TUB TO BE SELECTED GARAGE TO BE SELECTED ROUGH IN ONLY BY OWNER - BY OWNER PLUMBING SCHEDULE GENERAL NOTES: 1. Contractor to provide electric and water per specifications. 2. - _+2" VTR 1 � I I \\ qH%A/R 2" MASTE BATH TIE INTO EXISTING CITY SEWER 2 - PLUMBING RISER SCALE: N.T.S. TUB v � >'4 0 �w�(n L O � L Ou 0 . C `a3ai�t W -a O N t O w N L om 3 n, V) � i -O a.-. 7 (n ro C to N uN O Q o L O C Y=o O L C Q C O C + � m ,, L LL T � LC E > Q Jam-.. . L -o L �J c o =o 4:J Y > '�C�LLnO C o � � : 3 u `U u 0 cc o. o , L L - C U C C U U e¢ 6 E a Q co a�� 0 M C)-0 U) J NN •2) LL N L N L L v ca C + (6 N o •� _0 EU E o + O N U U U signed a"o sealed by NICOLE NORTON, PA LEER AP using a Digital 5ignattirreandDate. Printed Copies are not corisoered 5tgned and sealed and the signature must be verified on any elecuonic Copies. W U W V) Q) r 0 V) 0 Q) U L 0C a) E 0 2 N U N E 0 Ln C1 N crn C C .0 p L � i NM L N ifl N CO M a 0 L Ln U_ Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet P 1 Plumbing Plan LL 0 a a� 0 Q f Q Ln m N •, LOAD CALCULATIONS 200 amp PANEL Load Calculations: Total Panel Load: 1,802 sqft. @ 3.0 VA/sqft. = 5,406 VA 1st 10,000 VA @ 100% = 10,000 VA Appliance Circuits = 4,500 VA Remaining VA @ 40% = 10,842 VA Refrigerator = 1,200 VA AC #1 @ 100% = 7,500 VA Dishwasher = 1,500 VA Range = 12,000 VA Total: 28,342 Washer/Dryer = 5,000 VA Water Heater = 4,500 VA 28,342 VA Sprinkler Pump = 3,000 VA 240 V = 118.10 amps AC #1 = 7,500 VA Sub -Total: = 44,606 VA Total Amps required: = 118.10 VA Summary: Use a 200 amp 40 circuit panel, coordinate meter with local utility company. ;WITCH ,1 GENERAL NOTES: POWER 1. Contractor to verify and coordinate utility service with local utility company. Locate meter and panel as required. 2. Install temporary power for construction as required. 3. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 4. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 5. Contractor shall verify switch type and locations with owner prior to installation. Color of cover plates, switches and receptacles shall be Selected by owner. 6. Contractor shall determine the exact route and location of each electrical raceway prior to make-up and assembly. 7. Outlets and appliances are shown and located on the drawings as accurately as possible. All measurements shall be verified on the project and in all cases the work shall suit the surrounding trim, finishes, and/or construction. 8. Heights of all outlets shown on the drawings are approximate only. 9. All outlets installed outdoors, bathrooms, and garage shall have ground -fault interrupter circuit breaker or receptacle. All outlets installed in the bedrooms shall have arc -fault interrupter receptacles. 10. Load data and calculations were designed based on information given to Architect at the time of the design. Prior to installation of all equipment verify size of equipment and panel sizes. 11. Electrical system shall be grounded. See Riser Diagram. 12. Outlet boxes shall be pressed steel in dry locations, cast alloy with threaded hubs in wet and damp locations and special enclosures for other classified locations. 13. Disconnect switches shall be H.P. rated, heavy duty, quick -made, quick break enclosure required by exposure. 14. Smoke detectors shall be hard wired (110 volt type) to on-switchable light circuit and shall not be connected into the load side of a ground fault circuit. 15. Smoke detectors shall be located on or near ceiling inside and outside each sleeping area. Verify locations of smoke detectors with the drawings. 16. Smoke detectors shall be 110 volt type, with a test button with battery back-up system and visible "power on" indicator. 17. All electrical outlets shall be A.D.A. compliant. ELECTRICAL POWER LEGEND XX" xxx Duplex outlet (Arc Fault Interrupt) XXII Q Telephone outlet xx" xxx Duplex outlet (Switchable outlet) xx" T" T.V. cable outlet XX" Duplex outlet (Ground Fault Interrupt) SD Smoke Detector GFI XX" (mount on ceiling, unless noted otherwise) Duplex outlet (Waterproof) c0 Carbon Monoxide Detector XX.. wP (mount on ceiling, unless noted otherwise) nFn Dedicated outlet Dec Disconnect XX" GFI Dedicated outlet (Ground Fault Interrupt) ,,,—Mounting height to the center line of the receptacle XX ::::0XXX Type of receptacle GENERAL NOTES: LIGHTING 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Furnish and install fixtures as called for on the plans or as selected by Owner. 3. Contractor shall verify fixture type and locations with owner prior to installation. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Coordinate heights of wall mounted lighting fixtures to clear mirrors, cabinets, built-ins, trim, etc. 7. All switches shall be A.D.A. compliant. ELECTRICAL LIGHTING LEGEND ` I I 1 IV VUILCI S $ Switch Single Pole GF1 10 Jr/�./�'� / � BEDROOM 3 113 $ Switch 3-way L n i CLG @ 8'-0" $ Switch 4-way WP/GFI 9-2 PROVIDE OUTLET � 5 5 1 Recessed can ceiling light AND PULL STRING AHU LOCATED LIGHT IN ATTIC IN THE ATTIC i fGFI SPACE SPACE s � `\ Vapor Proof recessed can ceiling light GFI / �� DINING .\ Wall mounted light j 102 j r, n sz _n ,� `�1, —0 Wall mounted light 240V DED: FOR IRRIGATION 1 - ELECTRICAL PLAN 1 1 VITCH SCALE: 1/4" = V-0" Wall mounted bathroom light Ceiling fan a Door bell Door bell chimes Thermostat Electric meter Exhaust fan Exhaust fan and light - exhaust thru roof 1X4 or 2X4 Surface mounted fluorescent light RISER DIAGRAM 3 X 4/0 ALUM OR 3 X 2/0 C.U. 2" GALV/IMC 200 AMP 0 MAIN BRKR TYPICAL 200 AMP METER 4 40 SPACE MAIN 1/2" SCH 80 PVC —4 BREAKER PNL GB-5 GROUND BRIDGE PER NEC #4 BARE C.U. TO ROD AND STEEL ACORN G CLAMP 200 AMP SERVICE SCALE: N.T.S. ,= v �w�(n L O L Q Q O 1 �� I`o3aoi�t U) -� L !0 L J..� Ow N L (n Io Ia to N u .L O vI c N 7 !Z �' +�•' C R, o LU 3: L a--J L 1= o �, a I o � -a E 0 L M C -0, O ° iLn, In=� == Cl c o Ia 3 u `-' 3 L u O a�,Y C U O C U U Q ou Q_6 E a Q c� a)� 0 co C _0 U) J 64 •� LL N L N L L v c� s= O •� U _0 E o + O N Us_ U U c . 00�_E i- NORT . o. — 5 aR131 12r C �D P* J�o Signed aaO sedird C, NiCOLE NORTON, Rik LEER AP using a Digital Signature and Date. Printed Copies are not corlskdered signed and sealed and the signature must be verified on any elemonu: copies. ) n W V ^ ` U -0 _8 Ln Ln 0 - I..I� Q O C.0� L L I\ . _ U IO N 00 O � Eo M a L� N oC = in u— � Rev. # Date Project Number 21-0754 Status CD Issue date 13-Sep-21 Sheet E 1 Electrical Plan