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HomeMy WebLinkAboutBUILDING PLAN�a GENERAL NOTES SUMMARY OF WORK: 1. Project Description: New 1-story residence. 2. Work Involved: a. Roof: 5V Crimp Roof over Peel & Stick roof underlayment, exterior sheathing, pre-engineered trusses, R-20 Spray Foam Insulation, NOT over 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 and vaults (if required) ii. Exterior ceiling finish shall at rear covered patio shall be 1/2" thick stucco on high rib lath attached per note on wall sections. 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. 1\ 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, 2010) 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) 2002 National Fire Alarm Code - (NFPA-72) 2002 Fire Sprinkler Code - (NFPA-13/13R/13D) 2002 Standard for Automatic Fire Suppression Systems (NFPA-17/17A) 2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241) Ffuilding Design- - Enclosed - Ultimate Wind Speed: 160 mph 3 second gust Nominal Wind Speed: 124 mph Building Category: II Wind Importance/Use Factor: 1.0 Internal Pressure Coefficient: +/-0.18 Building Mean Height: 15'-6" Roof Overhang: 1'-4" Roof Pitch: 5/12 Garage Design Pressure: Int. Zone (+17.6/-19.4) 120 sqft. Ext. Zone (+17.6/-21.3) Door Design Pressure: Int. Zone (+18.8/-20.5) 50 sqft. Ext. Zone (+18.8/-23.6) Window Design Pressure: Int. Zone (+20.0/-21.8) 20 sqft. Ext. Zone (+20.8/-26.1) Exposure: B Design Loads: Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Impact Protection: Impact Resistant Windows and Doors OCCUPANCY: R3 One -Family Residence 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: 2,051.5 gross sqft. Garage: 627 gross sqft. Front Entry: 150 gross sqft. Side Patio: 490 gross sqft. Rear Patio: 322 gross sqft. Total New Bldg. Area: 3,640.5 gross sqft. Product Approval Submittal Affidavit Bldg Address: Lewis Street 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# 5823.1 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +67.5 / -67.5 WINDOW SH LOW E and Doors 7/8" thk Type 'A' FL# 5823.1 into 1X P.T. wood buck 366 Impact Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - 12" max O.C. Jamb - 6" max from corners Jamb - 10" 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# 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" thkType 'A' FL# 16177.1 into 1X P.T. wood buck 366 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 # 20468.10 FIBERGLASS Smooth Star Thermatru Corp. Impact Resistant Glass Tapcons shall be spaced as per product approval See Cover Sheet +67.0 / -67.0 ENTRY DOOR Opaque Assembly per Product on Sheet 8 of 11 Approval 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# 11103.1 S.G.D. 8900 PVC Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +60.0 / -60.0 IMPACT SGD and Doors 1" Overall FL# 11103.1 into 2X P.T. wood buck Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - 12-7/8" max O.C. Head/Sill - 4" either side from center Jamb - 6" max from corners Jamb - 15-3/4" max O.C. Embedment: 1-1/4" min into concrete Use 3/16" dia. ITW Tapcons Embedment: 1-3/8" min into 2X Use #10 wood screw anchors FL# 16107.3 GARAGE DOOR CLOPAY#73 CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 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 Mullions Tube Mullion Custom Windows 3" Tube 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 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 FL # 17022.1 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 provide 7" x 24" soffit vents - refer to sheet S1 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 Sheet Sheet Title tK C1 Cover Sheet, General Information + Notes ■ ■ Al Floor Plan, Door + Windows Schedules ■ A2 Foundation Plan Details + Notes ■ A3 Building Elevations ■ A4 Building Elevations ■ S1 Roof Framing Plan ■ S2 Structural Details ■ P1 Plumbing Plan, Schedules + Notes ■ E1 Schedules + Notes ■ E2 Electrical Plan ■ Nicole I mo, IL. Nte f L� SYMBOLS Norton Date: 2022.02.2 14:30:34-05100' O Window Az.x Wall Section AX.X Detail ## Door AX.X Building Section XX.X Interior Elevation xxx Room Name Exterior Elevation XX.X 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 LOCATION MAP 611', ti.� � pry �•�- '� �t '"� �'R4r'•. 4, tx ik 4_7 ' ' •le �__, - 4U? PROJECT LOCATION �;�',�y t ''' „4: �. �^ '`' r• 1k ��, 46 -r- �.• 4 J'. ;. :w 'At r �: S �fOZ 1W. Al • ALAA a, < � _ � ,a�� ► yam.• Pq b4 C O C U N} LA L O C � L i Q O C o'0 O N L Ow N L ❑- o 'n V) i 13 a... O Ul O f6' C:� E .O L C Q C 0-0 C +Q)_CZ O O O }'w. L T C 0) 3 � � u .L L C O y, 'O - W - a � L ��L�O 0) Y 3 0 - C 3 u� 0 fu a� L L - C U C C U U o Q u Q 6 E a Q U (n LL N > N L L v N 0�0 .� L W U)70 Ea) E o + O N 0 U L U G� U L (U 'E L. Noo?ro . Q AR91827 �kDC,' signed anu sealed by NICOLE MITON, K LEER AP using a Diaital Signatwe a nd Date. Printed Copies are ncrt considered signed and scaled and rLhe signature must be verified on any electronic opies. W � U U L' L �-0 00 n ) A W clL E O O _ 1 ` O i W f un L I� . v (1) .N CO Q) U) a 4-1 N r� LU J = u- Rev. # Date ZL 12-Oct-21 Building Dept. Comments Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet C 1 Cover Sheet SCREEN ENCLOSURE UNDER SEPARATEPERMIT T^T,. ,. rT^ ^TT^^ El --------- ------------------------ --------- --------- -------------------- -------- -- ------------------ --------------------------------------- -------------------------------------- - I I 5 -0 I OPEN CONCRETE TUB 6" X 6" P.T. WOOD PATIO I I „ 10-6 „ 9-5 COLUMN ( TYP. ) „ „ 19-7 3-2 I 1 BEDROOM #2 C C o o - o M OPCOVERE BA H 2 II o� I I I o� 1 9 --- COVERED 09B PATIO CONCRETE }NK = 00 TEMP. I � II PATIO , "' 106 © II II Cis I I I I 10A I 10'-6" 1'-0" 4'-4" 19'-6" - _ '-4" 4 - D VW/C) N locF 5B GREAT ROOM I I 106 5A I Ioo X> _ � I'') ------------ R & S ------- N -- 16A O I I -- - 0 111 AS ER AT 05 IAJ � 42' HI H zo L --------- --- -------------7 ______- SH W R SCREEN ENCLOSURE 42" COUNTER HEIGHT C OSET I' UNDER SEPARATE PERMIT o 36" COUNTER HEIGHT 10 ( 3 - COORDINATE LOCATION W.I.C. WITH OWN R PRIOR TO II IN STALLATION `_° ]3'-61 ° o � II IIII 16'-6" 2'-8" �' 17'-2" 1 T-10" - !0" M ;I I I j BEDROOM #3 'z PT EGRESS© 111 AC S — N VEN — — — — — — — — — — — — - --- R& S I — o HALL 116 ' c� II SI ® 113 mico U U o — O 102 - ILu SINK W/ -------------------� 12B �, - C0 1O z ¢ 6'-0" 3'-10"o O CO it 14'-10" DISPOSAL O iv 4'-4" vv i ;I AT 3 Lr) I � � � I 112 /C (S 11 .I.C. 13 �o �: 0 J-- 0 O PROVIo R-11 BATT INSIULATIO BETWEEN MASTER SUITE/BATH I w , = cn R�F O I H 0 AND LIVING SPACES °' iI;II SHOWER I p F- �O O Z FOYER o HB °? IL KITCHEN U LIU 101 I III R&S 6" X 6" P.T. WOOD 0 o j COLUMN (TYP.) M Fn p � " COVERED PORCH iv 14A in MASTER SUITE I I I II I 102 III 002 � 16B 7'-8" 2'-4" 10'-0" _ 2'-0" 3'-6" 0 XH 12'-6" 4'-4" 12'-0" IIII— � I EGRESS © iti iv IIII I U)DINING NOOK N i v 00 C150 Ln rn 14B 'WASH ' i orn I;I IIII _ - I II BEDROOM #4 ^ i LAU Y in 114 I 115 DRY 1 1 EGRESS IIII � A I I 17B I T-5" 9'-5" 9'-0" 6'-2"1-4 a, iv--- COVERED ENTRY Ln 001 15BWH --------------------------- --------------- I I -------------------------- �' 22X54 ATTIC ACCESS L J a CRASH POST �'' 6" X 6" P.T. WOOD � J GARAGE COLUMN (TYP.) w 1 177 o � N o N - I� 28'-8" CDU #1 HB 17A 7'-0" 16'-0" 7'-0" '-0' 10'-8" 6'-4" 10'-8" CL 30'-0" 30'-0" 60'-0" 1 - FLOOR PLAN 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 INSULATED WALL BETWEEN A/C SPACE AND GARAGE PROVIDE R-11 BATT INSULATION 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" 8'-0" 1.75 VIN FAC 1 FRENCH - - VIN FAC AL 2,3,4 102 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 103 5'-0" 8'-0" 1.00 WD PTD - BI-FOLD - - - - - 104- 105A 2'-6" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 105B 2'-0" 8'-0" 1.00 WD PTD - BI-FOLD - - - - - 106 (2)3'-0" 8'-0" 1.75 VIN FAC 1 FRENCH - - VIN FAC AL 1,2,4 109A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 109E T-0" 8'-0" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 110A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 110E 4'-0" 8'-0" 1.00 WD PTD - BI-FOLD - - - - - 110C 4'-0" 8'-0" 1.00 WD PTD - BI-FOLD - - - - - ill 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 112A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 112B T-0" 8'-0" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 113 2'-8" 8'-0" 1.375 HCW PTD 3 6-PANEL - - WD PTD - 4 114A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD - 4 114B T-0" 8'-0" 1.00 WD PTD - BI-FOLD - - - - - 115A 2'-8" 8'-0" 1.375 HCW PTD 3 6-PANEL - - WD PTD - 4 115E 2'-8" 8'-0" 1.375 SCW PTD 1 6-PANEL - - WD PTD AL 4,5 116A 2'-0" 8'-0" 1.00 WD PTD BI-FOLD - - - - 116B T-0" 8'-0" 1.00 WD PTD BI-FOLD - - - - - 117A 16-0" 8'-0" 1.75 AL FAC SECTIONAL - - AL FAC - 2 117E T-0" 8'-0" 1.375 FBR FAC 1 6-PANEL - FBR FAC - 2,3,4 HARDWARE LEGEND SCW SCM GL HCW SOLID CORE WOOD SOLID CORE METAL TEMPERED GLASS DOOR HOLLOW CORE WOOD FBR MTL WD AL VIN FIBERGLASS METAL DOOR/FRAME WOOD DOOR/FRAME ALUMINUM DOOR/FRAME VINYL DOOR/FRAME PTD PWD FAC MFR PAINTED FINISH PAINTED WOOD FACTORY FINISH 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. 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 6-0" T-4" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS 8100 VINYL SINGLE 1, 2, 3, 4, 5 AND DOORS HUNG B T-0" 5'-4" VERIFY VERIFY - - WHITE WHITE CUSTOM WINDOWS AND DOORS g100 VINYL SINGLE HUNG 1, 2, 3, 4, 5 C T-0" 2'-0" VERIFY I VERIFY - - WHITE I WHITE CUSTOM WINDOWS AND DOORS 8100 VINYL SINGLE HUNG 1, 2, 3, 4, 5, 6, 7 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. 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. 6'-0' 3'-0" 3'-0" _T TH 2 - WINDOW TYPES 3'-0" 3'-0" o N TEMPERED 'n GLASS SCALE: 1/4" = V-0" C O C U N} LA -C O �p .� t _ C 01 L E L Q O C o Q p C o3Wt a) O (U L O w N L cn i -O 4,- C Ul to 6 W N 7 C O(n 'L _ p C � U,c O f6 = �� U 3 E a L L Q C O -o C N +0.+ N O �' - C >L 0)L C > Q -C .L _0 L � L :0:,LnO ��� 0)� (0Y 3 ^ L.L _ 0 fO u� Of0 o CL C U C C U U Q U _6 Eow c7 O (n � N N L L C v N � ca o � � • i/i O U E p O N U W ate-+ G�CU U L Tlyy �.E L. NQR 0. • rn • .Q AR91B27 D P, signecl ano sealed by NICOLE NORTON, RA LEED AP using a Digital Srgnatvreand Date. Printed Copies are not constaefed sgned and seaied and the signature most be vuified on any elearoniC coples- U 4-J L Q) �O LL U Q) E O 2 T--I 00 r / [6 •L N 00 4--J Q) Q) I rn 4�-+ L N (n a) co •3 I- N J U_ Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet A 1 Floor Plan 0 a Q) 0 Q d r m N N N N N O N N N \ N • fl 10'-0" 17'-10" 9'-7" 2G 2A A2 A2 7'-9" r — 71 I I 32'-2" 8'-0 3/8" 8'-0 3/8" I I r — � I I 7'-11 1/4" -T ® I I® I I® ILn — ----- ---------------- ------------ — --- -- -------------------------------- L J L--- J __ J L--- J L-- J I I I I i , i 2G 6"X6" P.T. WOOD COLUMN A2 , 36"X36"X18" CONC. WITH SIMPSON CBS66 II FOOTING W/(4) #5 COLUMN BASE (TYP.) _ o M , EA. WAY TOP & BOT I ^ ' O W O1 ^2G 4" A2 2B A2 r ^2B I II I A2 'I � ® I I II I L— I — L L---------------------------------------------------- -------------------T 2F I I II I I I A2 I \`\ Ol `\ u1 36"X36"X18" CONC. FOOTING W/(4) #5 EA. WAY TOP & BOT I I I I I I I I I I I I I I I I I L I I 6"X6" P.T. WOOD COLUMN I 2A WITH SIMPSON CBS66 o GoCOLUMN ll BASE (TYP.) A2 I I It 0" 0 I F -1 I ZD M ®I I I I I L I I 4" I 2G _ A2 II I II C0 M r 2F 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR o, 6X6 -10/10 WMM WITH MIN. 1" COVER ON 6 MIL. O) A2 - POLY VAPOR BARRIER OVER COMPACTED CLEAN o FILL. I I I I FOUNDATION SHALL BE TERMITE TREATED IN L-------------J ACCORDANCE WITH FBC 1816.1 - 1816.2. r-- -I I I FOUNDATION SHALL BE COMPACTED TO MINIMUM ® 1 95% MODIFIED PROCTOR, IN ACCORDANCE WITH ASTM D1557 AND COMPACTED IN LIFTS NOT TO L — — J EXCEED EIGHT INCHES IN DEPTH. 00 t0 ------------------- --------------------------------------� II II II 6"X6" P.T. WOOD COLUMN WITH SIMPSON CBS66 = L------------------- -------------------------JL COLUMN BASE (TYP.) rn \ --1 2B _1 v v � F r r-- 7 1--4 I ------------- �-------------- --------I-------I--------------------�-J L----------------- --------J 1 1 I I I I I I I I L — J L— — J- 2H A2 2D A2 36"X36"X18" CONC. FOOTING W/(4) #5 v I 11 EA. WAY TOP & BOT 2C A2 li Il N A i 0 - ry 3'-0 1,-0 � n I I � 2C � I I I1 I1 M I I I I 3'-0" X 3'-0" CONCRETE EQUIPMENT PAD W/ - THICKENED EDGE 9 In L---------------------- ------------------------------------------------J 7'-0" 2 E 16-0" A2 30'-0" 1 - FOUNDATION P LA N 7'-0" 1'-0 10'-8" 6'-4" 30'-0" 10'-8" 1'-4" 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 10 mil vapor barrier footing: 3" min. cover walls: 1-1/2" min. cover beams: 1-1/2" min. cover #5 REBAR @ EVERY 4'-0" o.c. @ BOTH SIDES OF ALL MASONRY OPENINGS SEE PLANS CONC SLAB FIN FLR FIN GR co (2) #5 CONT 3" MIN. COV. A BEARING FOOTING If #5 REBAR @ EVERY 4'-0" o.c. ag l� @ BOTH SIDES OF ALL MASONRY OPENINGS E � SEE PLANS w >0 < �l RECESS FTG 4" CONC SLAB FIN FLR I� FIN GR bo I 0. (2) #5 CONT �'� N��" 3" MIN. COV. MI C BEARING FOOTING @ GARAGE SCALE: 1/2 = 1 -0 CONC SLAB FIN FLR T . • < ' \ (2) #5 CONT i/�A' 3" MIN. COV. MIN. E FOOTING @ GARAGE OPENING SCALE: 1/2 = 1'-0" U) w �-CONC SLAB FIN FLR FIN GR (2) #5 CONT �_ 3 3" MIN. COV. MIN. 1'-0" G THICKENED EDGE SCALE: 1/2" = 1'-0" 2 - FOUNDATION DETAILS 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). If I #5 REBAR @ EVERY 4'-0" o.c. aQ II @ BOTH SIDES OF ALL MASONRY OPENINGS - w SEE PLANS ll CONC SLAB N FIN FLR M II EXT STP W z° a \ U) / (2) #5 CONT /\ MIVA�� 3" MIN. COV. B BEARING FOOTING @ EXT STEP SCALE: 1/2 = 1 -0 ONC SLAB FIN FLR � EXT STP MIN. MIN. (2) #5 CONT V-6" 3" MIN. COV. PER PLAN D FRONT ENTRY f #5 REBAR @ EVERY 4'-0" o.c. @ BOTH SIDES OF ALL MASONRY OPENINGS E SEE PLANS O M LU > 0 N RECESS FTG 5-1/2" CONC SLAB "' FIN FLR FIN GR Zo X (1) #5 CONT 3' L- 3" MIN. COV. (2) #5 CONT MIN. 3" MIN. COV. F BEARING FOOTING @ SHOWER KSCALE: 1/2 = 1 -0 FIN x aaL z / CONC SLAB (2) #5 CONT % 3 3" MIN. COV. MIN. 411 1, 4„ 4" H FOOTING @ GARAGE STEP SCALE: 1/2" = 1'-0" C N 0 w T' V Ln -C O fO .0 = C � L � O C O! Q O C f6 3 O C L 0_ N t O w N L o m 3 � V1 i -O a.-. C U1 6 13 o Nn 'L C OC. O fC O O f0 �6 ° 3 L L a IZ— �20�°' O O N T C -.a E > L > C N �.� 3�cuLn .L L C O y, "O C >1 (n -CLn� 0 . fO w 3 u 3Ln u 0 ��av C L f L U Q uuQ_6 EOT .5 M O (n LL N > N L L v c� L OHO .U) L W a) cn _0 E N 0 U W U G�CU L 'a AR91827' J kv?kl) A signed and seared by NICOLE NORTON, RA LEER AP u5mg a Digitai5ignawreand Date. Prinied Copies are not Considered srgned and sealed and the signature must be verified on any elemonic copies- Q) � U V L 00 LL V I ry-) Q) Q) •O E O _ N O = W a- J f _ V (n N CO Q) >) a N r� LU J = U_ Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet A2 Foundation Plan LL a a� 0 Q a 0 ivi N N N N O N N N N of 12 5 10'-0" - - - - - - - - - - - - - - - - - - - T.O. BEAM --- - - - - EIE] r] I - -L ---- J I DECORATIVE RAILING 1 - FRONT ELEVATION SCALE: 1/4" = 1'-0" 12 5 10'-0" =L -LLL=-,-=LL--L L--L L--L� T.O. BEAM DECORATIVE RAILING 2 - RIGHT SIDE ELEVATION SCALE : 1/4" = 1'-0" A TE -il il L__J El.�O.H. `rl TH F—� 8'-0" HEAD HT. 8'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEAD HT. 'r 1'-4" O.H. 3'-0" 3'-0" 00 � °' � 0'-0" T.O. SLAB � U L O f6 C L C E.6a ao rnL c ow � � c N L L N L N •L ate°om3 fo cn 41 v •L 7 a O vl C N O d T U C O +.+ VI OtL L L � i 0-0 N C N N m 0 a' L O. O LcM.-3a+� `° a)v� oL Lo wtc z(n3 ^ c ° � • m C L � C L Q �Q� Ea�Q c v cU � i W � o + O N U s_ Q� i U S_ .Q AR91827 L0 ON n signed and seabed by N4CQLE NORTON, RAC LfED AP using a Diaitak5ignatwrarsdDate. printed Copies are not con5edered signed brrtl scaled and the signature must be verified an any eleonic copes_ 3 Q) Q) U V �' W LL V i M �L O O . _ L Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet A STUCCO CEILING AT COVERED PORCH - CONSTRUCT AS PER NOTE BELOW CONC. SLAB 4. xX i 77/ �a. / / a 6 MIL VAPOR BARRIER ASPHALT SHINGLES (IKO CAMBRIDGE SERIES) OVER PEEL-N-STICK ROOF UNDERLAYMENT OVER 19/32" EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIES TRUSS B 2X6 WOOD FASCIA WITH LEVEL STUCCO RETURN BEAM - REFER TO BEAM SCHEDULE SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS 0'-0" 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. 3 - COVERED PATIO WALL SECTION SCALE: 1/2" = 1'-0" 10'-0" {� T_n_ RFAM - - - - - - - 8'-0" - -HEAD HT. - - - - - - - - - - - - - - TEMPERED / GLASS , 106 EGRESS � ,/ 0'-0" T.O. SLAB 1 - REAR ELEVATION SCALE: 1/4" = 1'-0" - - 10'-0" T_n_ RFAM - - - - - - - - - 8'-0" - - - 'r - - - - - - - - - - - - - - - - - HEAD HT. EGRESS EGRESS 3'-0" 00 0'-0" T.O. SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" r�ram:Q) 30cu U L O n3 C L C E-0Q ao rnL c ow m c M 3 t ) Q) L L J..� L �••i aL�000mL 3 fo cn 41v V •L 7 a O vl C a) O d>,U C O+ — © a C VI O t O O U 3 V 6 E -0L L C O'a C L a) m d) a' L O. O Lc��3a+� 3 -0*E Mn - Lo a)-aoL cn t c t w 3 ^ c aj m 3? U.Y O �a� �CL�foC_ C L fo C L U Q L)Qn E0-< M O (n L N N lu CD U C v (9 5 � O .(!) O w U) 70 E o + O N U U U C6 C-A Ice AR91827 signed and sealed by NICOLE NORTON, PA LEER AP usEng a DtitaESignature and Date. Printed Copies are not consedered signed and staled and the signature must be verified on any eGemonic Copies_ Q) Q) U U L' L 00 i M Q) Q) -0 �L L.L 0 0 C:) �+ Q) � i . _ L V 00 N V) a N LU L N =JU Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet A4 Building Elevations 0 a a� 0 Q a N L(1 rri N N N N O N N N N SIMPSON ECCLLQ-SDS2.5 COLUMN CAP - USE ECCLRQ-SDS2.5 AT OPPOSITE CONDITIONS TRIPLE 2X12 WOOD BEAM WITH 1/2" PLYWOOD BETWEEN EACH SIMPSON CC66 POST CAP SIMPSON MBHA 5.50/11.25 (TYP. AT ALL WOOD BEAM TO CMU WALL CONNECTIONS) N m I B-2 I ■��� SIMPSON CC66 POST CAP SIMPSON LGT2 TO CONNECT GIRD TO WOOD BEAM I B-2 I SIMPSON ECCLLQ-SDS2.5 COLUMN CAP -USE ECCLRQ-SDS2.5 AT OPPOSITE CONDITIONS ----i _-_-_-_ _ 1- _ _ _ _ _I _ _ _ _ _■ _ _ _ _ _ _I _ I � _I _ _ _ _ _I _ _ _I I --- I - I I - ---- I I I jI I I I I m ■ d-.r,I a a a a a a CIO CID co m CIO co ----------- �---mT---ar-- rn aaN 1 - -----T --- 1 � ------Ln---- - - - - - r7 ----------------- l------- T IT II �>A (TYPOTNALBWOOD B11M TO TRIPLE 2X12 WOOD �EAM I J3 I CMU WALL CONNECTIONS) I WITM 1/2" PLYWOOD IBETWEE1 ■ ■ III II EACH I I I I ■ I I ■ I I I I I I I I II I I I II I I I I J5P �j ■ I� ■ I I � I I I I I Ili I I I �� I I'//� I I I I I I I I I I I I ■ J7P j I I ■ m I I I I I I I I I I I II I I I Li 37P RIDG I I ■ I I I I I I I I I I I � ■ I I I I I I I � �.SQ 37P � -- --� ❑ I 37P __ __ ■ I I I ■ I I I I I I I I I I I I I I I I I I I I I J7P -- ---------- - ■ CI C--t--- r----t-] j I ■ I I I I I I I I I I I II J7P L Q I ■ I I I I I I J7P -4 - - I I I � I ■ I j I I I I I I I I I � J7P ■ I I _T I I I I I I I I I I I I I I I I I J7P ■ I 7 j ■ I j I I II I I I I � I I I I I I 37P----- ---- -MV2 ------ --- ---- I I ■ I I I I I I I I I I I ■ I � � I I I I I I J7P L I I ■ MV41 I n I I ■ I I I I I I I I I J7P I -- --� MV9'9�l I I ■ I I® I I I I 37P -4 - - - - ■ I j MV8 I I I GR1 y � 1. ...I T I I I I I C6 I I B-1 n 5 I- - - - - - - - - - - - - -J --------- - - - -- -- -- ------------------------- I I C4 I I C7 I I 0 Fi C3 - - - - - - - - - - - - -- C3 - - - - V-4" - - - - - 0. C2 - -I-�-- -- -- -- -- -- -- -- -- I I I I I I C1 - - - - - - - - - - - - C I I I I I I GRC . 7.. 7.. 77 7.. 7.. 7. I I I I J5 I I J3 I I I I I I I I I I I J1 i i I 10 -- ------------- _ - I B-1 I Lfu n CIO C 1 -ROOF FRAMING PLAN Q' I I I I I I I I I I I I I I J5F I I I I I I 37P I I IL -A - - - - - L -4 FIN I I I I I I ■ I I I I I i J7P I B- 1 ////7 I I I ■ I -----I----- h---- --- I I III 4 17�_TL I - Ir7 I I I I Q I I I ■ �I- I I I 17 I FINI I I I I I I I I I I I I I I I I ■ CEIL NG I J7C I I 1 I I I I I I I I I I I I I I I I n l I I I I I I I I I I I I I I I I I I I J5A I I I I I I I I I I I I I I I I I I I I I ■ _ _I I I - C�----�� � I I I I I j j l I I j I i/ I ■ I - I I J3A ----�----�--- I /Ji II I - r I I I J5C � II I I B-1 I N I I SI PSON M HA 5.5 /11.25 > I I I I I ■ I I I � (TY . AT AL WOOD (BEAM TC� J3 I I I I ■ I - r I I CM WALL ONNEC IONS) 'F --�-- - �I I ILn I I I I I I I I I I I I j 1'-4" 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 I I I I I J5 I I I I � J3 I j I I I I I I j J1 I I Lft M t �--� TRPLE 2X1� WOOD BEAM �11\1 WI H 1/2" LYW00 I I I JJ I SIMPSON CC66 POST CAP SIMPSON ECCLLQ-SDS2.5 COLUMN CAP -USE ECCLRQ-SDS2.5 AT OPPOSITE CONDITIONS GENERAL NOTES B-2 I 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 "CAST-CRETE" SCALE: LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT ❑1 2'-10" 6113 2000 4460 1000 81`16-113 �2 3'-6" 6113 2000 3547 1000 81`16-113 �3 4'-0" 6113 2000 3079 1000 81`16-113 ® 4'-6" 6113 2000 2724 1000 8F16-16 �5 5'-10" 4360 2000 2093 1000 81`16-113 © 8'-0" 2661 2000 1634 1000 81`16-113 �7 9'-4" 1843 1500 1133 750 8F16-1B ® 10'-8" 1533 1500 914 500 81`16-113 �9 14'-0" 1002 800 559 400 8F16-1B 10 17'-4" 950 800 500 400 81`16-113/2T 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 U= UNFILLED REBAR @TOP 8F16 - 113/1T NOMINAL WIDTH 4 QUANTITY OF #5 NOMINAL HEIGHT REBAR @BOTTOM 1/4" = 1'-0" CONNECTOR SCHEDULE TRUSS ID UPLIFT LOAD HORZ.LOAD CONNECTION DESCRIPTION CONNECTOR MANUFACTURER CONNECTOR MODEL NO. CONNECTOR QUANT. PER CONN. CONNECTOR NOTES: QUANT. ATTACHMENT Al 510 198 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A2 554 228 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A3 564 146 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A4 564 168 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A5 564 170 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A6 564 212 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A7 564 234 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A8 564 256 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A9 564 262 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 AA 760 262 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 B 838 117 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 B1 834 139 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 62 805 162 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 B3 760 184 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 64 752 207 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 65 752 229 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 66 748 252 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 67 735 274 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 68 747 285 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 69 729 303 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C 391 99 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 Cl 401 118 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C2 348 138 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C3 278 157 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C4 259 155 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C5 589 155 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 C6 221 155 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 GR1 7057 156 TO BOND BEAM SIMPSON VGT 2 32 1/4 X 3 SDS 1,2 GRB 2133 94 TO BOND BEAM SIMPSON MGT 1 22 lOd x 3" NAILS 1,2 GRC 757 80 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 11 120 46 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 12 20 42 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 13 140 75 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 13A 102 75 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 14 36 72 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 15 111 106 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 15A 111 106 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 17 124 136 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 17B 124 136 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 17C 124 136 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 JA 33 37 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 KJ7 187 135 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 KJ8 208 135 TO BOND BEAM SIMPSON HETA 16 1 9 lOd x 1-1/2" NAILS 1,2 A 1159 169 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 AA 215 262 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 B 606 117 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 B1 192 139 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 B2 173 162 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 B3 206 184 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 64 215 207 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 65 214 229 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 66 217 252 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 67 228 274 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 68 221 285 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 69 234 303 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 C6 403 155 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 GR1 1288 156 WD BRN'G WALL SIMPSON LGT3-SDS2.5 1 12 1/4 X 2-1/2" SDS 1,2 GRA 2517 138 WD BRN'G WALL SIMPSON LGT2 MTS 20 1 1 16 14 lOd X 3-1/4" NAILS lOd X 3" NAILS 1,2 GRB 1607 94 WD BRN'G WALL SIMPSON LGT2 1 16 lOd X 3-1/4" NAILS 1,2 11 12 46 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 13 140 75 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 15C 103 75 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 35P 175 106 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 37P 214 136 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 KJ8 443 122 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 KIP 296 135 WD BRN'G WALL SIMPSON MTS 20 1 14 lOd X 3" NAILS 1,2 NOTES: 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. BEAM SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED TOP OF BEAM COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT B-1 PERIMETER 6113 2000 2724 1000 10'-0" 8F16-1B/1T B-2 PERIMETER _ _ _ - 10'-0" (3) 2X12 @ PORCHES W/ 1/2" PLY. BETWEEN EACH 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. See reinforcement notes sheet S1.1. 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 C� O C 4-;N }' � a) N L L C v ca N � U ana sealed by NICpLE NORTON, RA LEEb AP using a Digital Stnat3rrearid Date. Printed C4Rie5 are not Cpn_s�red sorted and sealed and the signature must be vefil5ed an any elef#roniC copies- Zi J n) W U a- Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet Roof Framing Plan PLYWOOD EDGE I e I e e I• I I• • • • •I I I •• • • • • • • e e • e o e e e • • • • • • • • • • • eo •I 19/32" THK EXT. •I •I • PLYWOOD SHEATHING • • EXPOSURE 'B' - 160 MPH WIND SPEED •• • •I FASTENERS (RING SHANK NAILS): • ASTM F1667 RSRS-03 (2-1/2" X 0.131") EDGE OF WALL I 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. •I •I . .. . . . . . . . . . . . . . . . . . . . . . . . EDGE OF ROOF @ OVER HANG 1 - ROOF PLYWOOD SHEATHING NAILING PATTERN 2" 36" HIGH BY 2" DIAMETER STEEL CRASH POST FLOOR FLANGE W/ (4) 3/8" EXPANSION BOLTS INTO SLAB O M 4" 2 - CRASH POST DETAIL / / 20 sqft - + 17.8/-32.8 z 50 sqft - +14.0/-27.2 / / O/ / \ O \ \ �� 100 sqft - +11.2/-22.9 / / / � \ \ \ J O 20 sgft - + 17.8/-45.6 O 50 sgft - +14.0/-38.4 z 100 sqft - +11.2/-33.3 U 5 - WIND LOADING DIAGRAM STUCCO RETURN 2X8 P.T. AT HEIGHT OF DOO SET 1/2" INTO OPENING GARAGE DOOR HARDWARE — C +20.6/-51.0 Nunn 8" CMU WALL •• VERTICAL STEEL REINFORCING •' HORIZONTAL STEEL REINFORCING SCALE: 1" = V-0" SCALE: 1-1/2" = V-0" SCALE: NTS EXTERIOR FACE OF WALL 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. 6 - GARAGE DOOR ATTACHMENT SCALE: 1/2" = V-0" R-20 SPRAY FOAM INSULATION 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 d WINDOW SILL 8" CMU WALL— VERTICAL STEEL_ I Ia REINFORCING JAMB 5/8" GYP BD CEILING 8" X 16" BOND BEAM @ ALL PERIMETER WALLS - PROVIDE (1) #5 TOP AND BOT COURSE CONTINUOUS 1/2" GYP BD WALLS OVER 1X P.T. FURRING STRIPS & 1" THK RIGID INSULATION BD. FINISHED BASE FLOOR FINISH 6 MIL VAPOR BARRIER WINDOW AS PER SCHEDULE 8" CMU WALL VERTICAL STEEL REINFORCING WINDOW 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 3 - WINDOW H-S-1 DETAIL 71) -J� po SCALE: 1-1/2" = 1'-0" 5V-CRIMP METAL ROOF OVER PEEL-N-STICK ROOF UNDERLAYMENT OVER 19/32' EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIES_ TRUSS BRG* 2X6 WOOD FASCIA WITH LEVEL STUCCO RETURN 8" CMU W/ TEXTURED STUCCO FINISH (1) #5 VERT AT 48" O.C. MAX JOINT REINF. BETWEEN TOP (2) COURSES AND AT ALTERNATING COURSES BELOW SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS 0'-0" 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. 7 - TYPICAL WALL SECTIONS 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 DOOR AND WINDOW ATTACHMENTS SINGLE -HUNG SINGLE -HUNG FRONT ENTRY S.G.D. WINDOW 36x62 WINDOW 54x62 DOOR IMPACT 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# 5823.1 into 1X P.T. wood buck FL# 16177.1 into 1X P.T. wood buck on Sheet 8 of 11 FL# 11103.1 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' s @ 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: HeHeadad 4" max from corners Attachment: Head/Sill - 6" max from corners Head/Sill - 12" max O.C. Head - 17" max O.C. Jamb - 4" max from corners Head/Sill - 12-7/8" max O.C. Jamb - 6" max from corners Sill - Not Required Jamb 13.00" max O.C. Head/Sill - 4" either side from center Jamb - 10" max O.C. Jamb - 6" max from top corners Jamb - 6" max from corners Jamb - 4" either side from center Jamb - (2) at 4" O.C. from bot corners Frame Attachment: Head - 6" max from corners Jamb - 15-3/4" max O.C. 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. Embedment: 1-1/4" min into concrete Use 3/16" dia. Elco Ultracon Anchors Use 3/16" dia. ITW Tapcons Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors Embedment: 1-3/8" min into 2X Use #10 wood screw anchors Nunn 1AMR SILL � aaa EXTERIOR DOOR SLIDER 4 — DOOR H—S-1 DETAILS 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 STL DBL 2X4 STUDS 3-1/2" X 3-1/2" P.T. COLUMN SIMPSON HTT16 (1) 5/8" ANCHOR/( 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 R-20 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 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 2X4 STUDS @ 16" O.C. — 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 6" 1AMR SILL a 4 a EXTERIOR DOOR x; P.T. WOOD BUCK W/ LIQUID aSHING PER FBC STENER AS PER D.A./PRODUCT APPROVAL E NOTES TNTERIOR 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" SIMPSON CONNECTOR, SEE CONNECTOR SCHED. VARIES TRUSS BRG* 2X6 WOOD FASCIA WITH LEVEL STUCCO RETURN SIMPSON SPH4 - (12) 10d X 1-1/2" TOP & BOT PER STUD 8" CMU W/ TEXTURED STUCCO FINISH P.T. WOOD STUD SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS 0' -0" T.O. SLAB 'r CLEAN COMPACTED, TERMITE TREATED FILL SCALE: 1/2" = V-0" C O C 4-; a) } Ln t o C O C O Q 13 C L J L Y 0 C-Nt Ow a) L - o m 3 � V) 6 7 O. O to N O_ U O f6 �6 U 3 L C L C O-o, Q C O O U a... LL T O E L �1 0) CL r 3 a a�i v .L C O y, 2 L O (n �� -C Ln 3 �u Y 0— C Y u� 3 Z, U 3� u C U C C U O U Q u -6 EaQ c7 O (n LL N N > t� N CU L C ICUv ca .CN F OHO .� >` W O U) 70 E — E O + O N U L- 0 0 — L(10 ,r EVE L NORr a rn — � —' : • ; ' Q AR91827XXI �12 signed and sealed by NiCOLE NORTON, RA, LFED AP using a Digital Signatere and Date. Printed Copies are not consederN signed and sealed and she signature must be verified on any electronic ropies_ W U U �' L 00 W 0 (� •(n (10 70 �L 0 0 O N 4--J 0) E: N N 4-J L V (h ,N 00 Q) U) a 4-1 N r� UJ =�u— Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet S 2 Structural Details H.B. 1 - PLUMBING PLAN H.B. F3 SF SCALE: 1/4" = V-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, BATH #3 BY OWNER P-3 TOILET TO BE SELECTED MASTER BATH - - BY OWNER BATH #2, BATH #3 - P-4 TUB TO BE SELECTED BATH #2 TO BE SELECTED - BY OWNER - BY OWNER P-5 WASHER MACHINE TO BE SELECTED LAUNDRY - - BY OWNER - P-y SHOWER HEAD AND CONTROLS TO BE SELECTED MASTER BATH _ - BY OWNER BATH #3 - 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 - - PLUMBING SCHEDULE GENERAL NOTES: 1. Contractor to provide electric and water per specifications. 2. - 2 - PLUMBING RISER _+2" VTR I I I I TUB SCALE: N.T.S. )WER BATH a-; y 0 LA -C O �p .� _ C � O C O� Q O C fC 3 N L ' O N i O w N L cn i -O a.-. C Ul 6 L 7 Q 0 C C O f6 = 3 1 L L '-°' a O O '0' L T C > L � C 3 �� �2� .L C L C O y, 'Ofu +� � L ����LLno 0� (0Y 3 0- fO u� 3�u•` 2U O � +� Q)CL L L - _0 En m C U C C V U Q eQ_6 EaQ c7 O C (n LL N > N L 73 L v + M M N Ta o a) U) _0 E E o + O N U W U E�CU L '�o I p� L NO Q ARL)1H2.'7 CJ signed ano seared by NKOLE NORTON, PA LEER AP using a DieitaiSignattrreand Date. Printed Copies are ncrt camWered signed and staled and the signature must be verified on any electronic Copies_ C_ U L Q) O E O U Q) E O 2 T--I 00 rn iu _O p U_ N Q) I rn 4�-+ L N (n �_ co .� L N J UAL Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet P 1 Plumbing Plan �a M RISER DIAGRAM 3 X 4/0 ALUM OR 3 X 2/0 C.U. 2" GALV/IMC 1-1 200 AMP 0 MAIN BRKR TYPICAL 200 AMP METER 40 SPACE MAIN 1/2" SCH 80 PVC BREAKER PNL GB-5 GROUND BRIDGE PER NEC #4 BARE C.U. TO ROD AND STEEL ACORN G CLAMP BACK TO BACK 200 AMP SERVICE SCALE: N.T.S. LOAD CALCULATIONS 200 amD PANEL Load Calculations: 2,051.5 sqft. @ 3.0 VA/sqft. = 6,153 VA Appliance Circuits = 4,500 VA Refrigerator = 1,200 VA Dishwasher = 1,500 VA Range = 12,000 VA Washer/Dryer = 5,000 VA Water Heater = 4,500 VA AC # 1 = 7,500 VA Sub -Total: = 42,354.5 VA Total Panel Load: 1st 10,000 VA @ 100% = 10,000 VA Remaining VA @ 40% = 9,942 VA Heat @ 100% = 7,500 VA Total: = 27,442 VA 27,442 VA = 114.34 amps 240 V Total Amps required: = 114.34 VA Summary: Use a 200 amp 40 circuit panel, coordinate meter with local utility company. 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 non-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) XX' a 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) CO 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' :::QXXX 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 mirriors, cabinets, builts-ins, trim, etc. 7. All switches shall be A.D.A. compliant. ELECTRICAL LIGHTING LEGEND $ Switch Single Pole R Door bell 3$ Switch 3-way 4 ® Door bell chimes $ Switch 4-way O Thermostat eN Recessed can ceiling light F1_—l1 Electric meter G Vapor Proof recessed can ceiling light ❑ Exhaust fan Wall mounted light r[ a Exhaust fan and light - exhaust thru roof Wall mounted light 1X4 or 2X4 Wall mounted bathroom light Surface mounted fluorescent light Ceiling fan a-; y LA -C O •L O-Ni Ow N L O. O to Q u C O f6 = �� ° 3 L C L O O N y L T 7 L ", _ > Q N C N .L � L C O y, O 0 -C Ln C1 3 u� 3 u `—' 3 L u O fu L L — C U O C C U U Q ouQ_6 EaQ U (n LL N �; N L L C v ca + (6 N Co o am n _0 E- Eo + O N U W U G�CU U L o EGG. L.RO 1bi _ :. AR91827 signed anck sealed by Ni[QLE NORTON, K LEED AP using a Digital Signature and Date. Printed Copies are not consxefed stgned and sewed and The signature most be verified on any eiemonic Copies_ Q) U V _ 00 - , cy-) V / n W W clL E 0 O _ O 2 _W LL , ^ L � V (n N 00 Q) >) a N r� W J 2 LL Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet El Electrical N otes �a 1 - ELECTRICAL PLAN SCALE: 1/4" = V-0" C O C U N} LA L O �p .� t _ C 0 L E i Q O C O � a -O C 6 3 O O L O N i O w N L fl o m 3 cn i -O a.-i O Ul 6 to N u 7 O- O W O N O U C � +' -0U3 L C: L Q C O -o +13) C O O O T C >L L C > Q N )�.� -O C O — fu O O � -C Ln 0� (UY 3 0- fO u� `U u 3 � u 3 0 CL L L D — 10 C U C C U O U Q Q-6 uuEaQ c7 O (n LL N N L co R ~ L C ` M + nJ 0 •� a) C EC C O O N U � 4-1 U G�CU U L signed ana sealed by NCOLE NOMN, K LFED AP using a DiaitalSignatureasdDate. Panted Copies are not Considered signed and scaled and the signature must be verified on any 6ectronic Copies. ^r W � U V — 00 -0 �L W ,�/ L.L O O N C:) — w w 4+�- L rn _ V (n N CO Q) U) a N r� L LU > L =JU- Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet E 2 Electrical Plan