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HomeMy WebLinkAboutPLANSGENERAL NOTES SUMMARY OF WORK: 1. Project Description: New 1-story residence. 2. Work Involved: a. Roof: Asphalt shingles, #30 felt, exterior sheathing, pre-engineered trusses, R-30 Blown Insulation for A/C space. b. Walls: i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk Rigid Board Insulation, IX 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 preformed. 6. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work preformed. 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 preformed. 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 (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Code (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017) Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code 2012 Florida Accessibility Code (6th Edition, 2017) Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (6th 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) 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 IDAIVrV. R3 One -Family Residence CONSTRUCTION: Enclosed 160 mph 3 second gust 124 mph II 1.0 +/-0.18 15'-6" 1,-4" 5/12 Int. Zone (+26.3/-29.3) Ext. Zone (+30.0/-36.7) Int. Zone (+31.6/-34.6) Ext. Zone (+31.6/-39.8) Int. Zone (+33.7/-36.7) Ext. Zone (+33.7/-44.0) C Roof Dead Load/Live Load Floor Dead Load/Live Load Hurricane Shutters 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: 1,852 gross sqft. Garage: 469 gross sqft. Covered Patio: 144.5 gross sqft. Front Entry 56 gross sqft. Total New Bldg. Area: 2,521.5 gross sqft. 15/40 psf 15/30 psf Product Approval Submittal Affidavit Bldg Address: 8682 Lonesome Pine Trail 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# 17234.1 SINGLE -HUNG 610 Custom Windows Non -Impact Rated Installation shall stricty adhere to product approval See Cover Sheet +50 / -50 WINDOW Aria and Doors Low E 270 FL# 17234.1 into 1X P.T. wood buck Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head - 6" max from corners (1) at midpoint Jamb - 6" max from corners Jamb - 14.5" max O.C. Jamb - 3" either side from center Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors FL# 12856.2 HURRICANE Safety Town & Country Installation shall stricty adhere to product approval See Cover Sheet +54.0 / -54.0 SHUTTERS Edge Industries FL# 12856.2. 1/4" all points solid set anchor x 7/8" embed 2" min. edge distance - max spacing of 12" O.C. 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. Embedment: 1-1/2" min into concrete FL# 20834.2 S.G.D. 880 Custom Windows Non -Impact Rated Installation shall stricty adhere to product approval See Cover Sheet +65.0 / -65.0 NON - IMPACT SGD and Doors Low E 270 FL# 20834.2 into 2X P.T. wood buck Anchors: 1/4" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) mid -span of door panel Head/Sill - (2) @ 3" O.C. sides at center Jamb - 6" max from corners Jamb - 21' max O.C. Embedment: 1-1/4" min into concrete Use 1/4" dia. ITW Tapcons Embedment: 1-3/8" min into 2X Use #12 wood screw anchors FL# 16546.5 GARAGE DOOR CLOPAY CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 MODEL 73 W6 Supplement Guide - Attach Buck W/ 5/8" 0 x 6" sleeve anchors @ 18" O.C. 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 Heritage Tamko 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 (4) nails per shingle, placed in nail line 7-3/8" & 7-1/2" FL # 18355.1 in field and (1) each side 1" from edge Siding Stucco - 5/8" Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A Soffit Universal Plygem Siding Group Attach with 16 gauge x 1" staples into min 3/4" See Cover Sheet N/A Vinyl 12" Mastic Soffits spruce -pine -fir FL # 23352.1 Refer to Florida Product Approval for additional information 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 Q- C1 Cover Sheet, General Information + Notes ■ Al Floor Plan, Details + Notes ■ A2 Foundation Plan Details + Notes ■ A3 Building Elevations ■ S1 Roof Framing Plan ■ S2 Structural Details ■ P1 Plumbing Plan, Schedules + Notes ■ E1 Electrical Plan Schedules + Notes ■ SYM BO LS O Window AX.X Detail ## Door ## Keyed Note Ex] Room Name XX.X Interior Elevation Wall Type XX.X Exterior Elevation AX.X Wall Section AX.X Building Section 0 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 Nicole LOCATION MAP 10 1 0 w PROJECT LOCATION f J' \ •. y Fdr,V J ' I Rine al r � 1 r 7 F *r« t ,•V Ott r _. xx ry 'u.' 4 :ice. .•'C'i �tAl C t O C U O} N w T } U U) L O L 0 - i O- O � o`er �Q-a c a 3 � N -O OL CL 0 O L to i "O a-+ O cn rp -0 ra In N '_U a' C O L L 4-% L C O C O to _T E L 2 � � O_L 3 L o i� in C: U U 3 U U O L � D N .2 C U C C U U Q °u< EaQ M 13 U Qi M O = (n 04 LJL N C v crs L m� Lu U) E� E o + O N U U N U i (6 This item teas beer, elertronicaily signed and sewed by NICOLE NORTON, RA, LEED RP using a Digital Signaturre and Date. Printed copies are rout considered signed and sealed and the signature must D! Verified on ony electronic copies. Digitally signed by Nicole Norton Date: 2020.06.29 08:56:52-04'00' W U N = Lf) U L 1 N M W V (n E 0 'L N LL ,^ V / a-' N 0 V L M L U _J ,� DO N N 00 L N M� W Z W U_ Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet C 1 Cover Sheet 55'-6" 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. 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 0 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 3'-0" 6'-8" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 102A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 102B 5'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - 103A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 103B 5'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - 104 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 105 6'-0" 6'-8" 1.75 VIN FAC - SLIDER - - VIN FAC AL 1,2 106 6'-0" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - 108A 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 108B 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 108C 2'-6" 6'-8" 1.00 HCW PTD - BI-FOLD - - - - 109 2'-8" 6'-8" 1.375 HCW PTD - POCKET - WD PTD 4 110 2'-8" 6'-8" 1.375 HCW PTD - POCKET - - WD PTD 4 111 2'-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - WD PTD 4 112A 2'-8" 6'-8" 1.375 HCW PTD 3 6-PANEL - - WD PTD 4 112B 2'-8" 6'-8" 1.375 SCW PTD 1 6-PANEL - WD PTD 4,5 112C 2'-6" 6'-8" 1.00 HCW PTD - BI-FOLD - - - 113 16'-0" 7'-0" 1.75 AL FAC - SECTIONAL - AL FAC 2 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 6-0" 5'-4" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS 610 ARIA SINGLE 1, 2, 3, 4, 5 AND DOORS HUNG B 3'-0" 5'-4" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS AND DOORS 610 ARIA SINGLE HUNG 11, 2, 3, 4,5 C T-0" T-0" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS AND DOORS 610 ARIA SINGLE HUNG 1, 2, 3, 4, 5, 6, 7 D 3'-0" 4'-0" VERIFY VERIFY - WHITE WHITE CUSTOM WINDOWS AND DOORS 610 ARIA 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 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. En FU 2 - WINDOW TYPES En TEMP GLASS TEMP GLASS O SCALE: 1/4" = V-0" C t O C U O} W w T } U L O L E i O_ O � o`er �Q� c L O N L O w O L O- O u t0 -0 M u7 N U 'L n L L � O a Q C to _T O i E >L �r��0 U i..L c f6 u �' U U 3 U U fl-OJ JO OL"JO C U c -0C C U U Q uuQ-6 EaQ 4i= U Qi M O (n 04 LJL N U) + C v co Ca W(V O Ow U O U) E E p O N U U U This item has beefo electronimily sinned and sewed Oy NICOLE NORTON, RA, 1.EEa RP using a Digital Signature and Bate. Printed conies bre nut considered sided and sealed and the signature must Ge verifked On my llenrOnic copies. W U U L l N M .� a E �•00 W = O a-' U M L L U O J •N 00 00 L M� W = 00 LL_ Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet Al Floor Plan 15'-4" 55'-6" 9'-8" 2G 2A A2 A2 > 14'-8" ----ram 15'-10" T-0" X T-0" X 16"D CONCRETE FOOTING WITH #5'S @ 8" O.C. EACH WAY (TYP.) @ EA. COLUMN (TYP.) p I I I I N I I I I I I F------------------------ - - - - - 2G ii i A2 0 I I I I I I 2B 2A I L A2 I I A2 I I I I I I I I I I L------------------------------------------------------------------------------- I I I I I I � 2A I I I I I I A2 I I I I I I I I I I I 2A A2 I ii I 00 I 0 I M 2F I i ii A2 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR 6X6 -10/10 WMM WITH MIN. 1" COVER ON 6 MIL. POLY VAPOR BARRIER OVER COMPACTED CLEAN o a, FILL. Ln FOUNDATION SHALL BE TERMITE TREATED IN I ACCORDANCE WITH FBC 1816.1 - 1816.2. II j FOUNDATION SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR, IN ACCORDANCE WITH ASTM D1557 AND COMPACTED IN LIFTS NOT TO I I I EXCEED EIGHT INCHES IN DEPTH. I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I - I 2H A2 2A o I I I I io I I ___ — I I I A2 I I I I I I I I I I I I 2D I I A2 SLOPE 2" 2C o I �o � I I I I A2 I I I I I I I I - I I I I I I � � ^2E I I I I I A2 I I I I I I I I I I I I --------------------------------------------------- I I N 22'-4" 1 - FOUNDATION P LA N 2C A2 9'-10" 14'-0" 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 'I #5 REBAR @ EVERY 4'-0" o.c. aQ @ BOTH SIDES OF ALL I� MASONRE SEE PLANYSOPENINGS - w MM O �I CONC SLAB FIN FLR I� X° � FIN GR 00 00 (2) #5 CONT �� X 3" MIN. COV. M BEARING FOOTING A CONC SLAB FIN FLR v EXT STP ' aXa as ° MIN. MIN. (2) #5 CONT 1'-6" 3" MIN. COV. PER PLAN D FRONT ENTRY V) w �CONC SLAB FIN FLR FIN GR o XX �g, 3" MIN. COV. MIN. 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). 'I #5 REBAR @ EVERY 4'-0" o.c. E ag I� @ BOTH SIDES OF ALL MASONRY OPENINGS E SEE PLANS w 04 O - �I CONC SLAB N FIN FLR M I� EXT STP � x �� 00 z \ r ,1 u' \/ • (2) #5 CONT 3" MIN. COV. -6" B BEARING FOOTING @ EXT STEP SCALE. 1/2 = 1 -0 CONC SLAB FIN FLR 7—, ° 11 • \ (2) #5 CONT • 3" MIN. COV. MIN. 1'-6" E FOOTING @ GARAGE OPENING SCALE: 1/2 = 1 -0 CONC SLAB FIN FLR X M) / i • Y�; (2) #5 CONT % 3 3" MIN. COV. MIN. 4" V-4" 4" H FOOTING AT GARAGE STEP SCALE: 1/2" = 1'-0" I� #5 REBAR @ EVERY 4'-0" o.c. a 11 @ BOTH SIDES OF ALL MASONRY OPENINGS E SEE PLANS w >O �l RECESS FTG 4" CONC SLAB FIN FLR FIN GR o o� 2 #5 CONT ( ) MIN. 3" MIN. COV. C BEARING FOOTING @ GARAGE SCALE: 1/2 = 1 -0 I I #5 REBAR UK @ EVERY 4'-0" o.c. @ BOTH SIDES OF ALL Q MASONRY OPENINGS E SEE PLANS - w p N l� RECESS FTG 5-1/2" ir CONC SLAB `^ FIN FLR FIN GR 00 � X a - (1) #5 CONT 3' 3" MIN. COV. (2) #5 CONT MIN. 3" MIN. COV. 1'-6" F BEARING FOOTING @ SHOWER SCALE: 1/2 = 1 -0 STUCCO RETURN 2X8 P.T. AT HEIGHT OF DOO SET 1/2" INTO OPENING GARAGE DOOR HARDWARE 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. 3 - GARAGE DOOR ATTACHMENT SCALE: 1/2" = V-0" C N a� U) y+ C W C N T } U C 0 t O M .C— L = C L E - i - O C O a OO C a 3 � N O L L O CL N L 0 N L to i "O a-+ C cn '0 O 'n '.M,U ao 0� l 4-% N fo N � E L > Q -O C o:,� �, „ Ma; +, 3 ^ i..L }' U U 3 u U O aw. C U C C U U Q uuQ_6 EaQ t U (n LJL N U) N L CIO W C v Ow U E_ E o + O N U U i U :his item has been electronicaitw signed and sewed " NICOLE NORTON, RA, LEER AP using a Digital Signature and Date. Printed copses are root considered signed and sealed and the signature must tie verified on any electronic copies. U U L � N M .� a -0 E �.00 0 = LL 'N^ 10 a-' N C:U V M L L U O _J 00 0 � L � 2 00 U_ Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet A2 Foundation Plan LL t� a a) O Q Q M M 00 O N O N \ N pi 0 N O r) U M M O O N C E U O 0 C O U O U I M O O C ro t� U 0 L 0_ �I O 0) c rs L I N O N U C N L ED r� U 2 M M O 0 N O N O N r0 c a� N I N O U N O I N O 12 5 1 - FRONT ELEVATION 12 5 2 - REAR ELEVATION 3 - RIGHT SIDE ELEVATION 10'-8" T.O. BEAM T.O. BEAM HEAD EAD HT. 0'-0" T.O. SLAB 6 SCALE: 1/4" = V-0" T.O. BEAM 11 EA HD HT. 1'-4" O.H. 0'-0" T.O. SLAB 0 SCALE: 1/4" = V-01' I I SCALE: 1/4" = V-01' 8'-0"_ T_0- RFAM Y 6'-8" — — HEAD O.H. 0'-0" T.O. SLAB - — — — — — — — — — — — — — — EGRESS EGRESS D O — — — — — — — — — — — — — — TEMP. —co — El El El 4 - LEFT SIDE ELEVATION SCALE: 1/4" = V-01' C N+ T i N 1; aL-+ 0 i c L O c OIL ESQ O O c O w U p N L L a..i L a••1 CL L O. L yt.� O O u0i 3 � 41 (Ua D v •caomcW a c T M O L L © @ 7 U O U L L c 4—J c c o-a 2 (V (U >, 3 L��;j3a= 3 'Cn � '3 -d L (U ( L \ f0a)oao=o ,n t c t cn c o m m .� U - U U) C— O7 (0 L U C L C L Q U -0 E d- � � U M O C (n LL N N -0 -0 m C13 U C v @ r� + M N V� v w O O .� �� E o + O N U U N U C6 OF aL W?T 'A AR91827 0 This item has beers electronically signed and sealed W NICOLE NORTON, RA, L€ED AP using a Digital Siiature and Date. Printed Copies are not cafi-s 1dered sled and sealed and the signature must be verified ofk isny electronic espies. U L L LL V Q (1) (M 71 Z71N •Ln C- a -0 E .O tn aJ U I� L U^, _J ./W C0 /L W W E N co P1 e\ M� W = CO LL Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet A 3 Building Elevations Ln SOFFIT VENT CALCULATION HOUSE 2,521.5 SQFT X 1/150 = 16.81 SQFT REQUIRED 346.5 SQFT X 5.2% = 18.02 SQFT PROVIDED 5.2% OF OPEN SPACE PROVIDED IN THE PERFORATED SOFFIT CALCULATION BASED ON FBC RESIDENTIAL 2017 SECTION R806.2 MINIMUM VENT AREA I B-1 I I B-1 I .--� M Ln Ln LPI Ln NOM/ J1 I J1 M 4 U Q' U I U I Q' ^ �� C7■ I I --- (Do--- �2S ------ - ■ 31----�---- I ---- — J1 J3 O I © JC3 ---------1-----I-----t--- ■ Q` J2 F M M EL M M I I I I JC5 I- - ■ I I ■ ----1-----1-----L---- --- U) �` JC7 I I I I I I I- -- ■ � � I■ II I I I I I II L �`�y- -- JC7 i �4;l i I----$—-------�---- --Lt �o �o V-4 1 I COFFERED ■ I R� I■ I I I MV2 01 JC7 i CEILING ■ I i■ I I I i I I I �� I I I I I I I I I ■ I I I■ I1 I I I I I JC7 j ■ I I j■ I I I I I I I I MV2 _T ® I J7 �_ ----_ _--- :-----I- I I1 JQ' J7 I I II 11 ■ 111 II I C� 11 I I I I I I I I I I I II II I I I � I I I I J7 T 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 J7 IDGE nl . I nl J7 __ ■ 1 1 I ■ I I I I I I zil I I RIDG Ir------------ I - ---- I T i — — ■ I I ■ { I I I I PROIVIDE VAOLTED C(ILING VER GR AT ROO I OP OF VAU T HAL BEAT 12' 0" A. F. J7 I I I I I I I I -- —rt>—i I I ■ I I ■ I I ■ I I I I I I I I - - - C---- - ------------ J7 I I I m � � II II ■ I I ■ II I I I 11 � I I I I I II ��V J7 I I I I ■ I I ---� ---� �_-=--I I I II I II_ I I I I J7 _- __ ■ I I ■ MV4 I `_ J7 ■ I I ■MV6 I I I I I I I I I 1 I I I I I J7 I I I 0I J3 CIO V-4" GRK �t.So —_— K — I I MV8 I I I I I I I I ■ I I- - --■ -- ---- I I I 6 I I I I GRB�----------------- -- I. .. .. .. .. .. .. .. .. ---- --T r I I I I I I I I I I --1—�-- -- -- -- --�—I— TTIC i ATB i CCESS i I I I I — — — — — Lrx _ —--------J — — I —j — I I I I ATB I LU j I � I I ATB IO 10 ATA j I I I I I rx I I A m7`7`7- I I 1/0 I � � I , m I I I I I I I I I I I J5 _ _I _ i J5 tiO�v ��OC I I J3 Q- I I I I I I I I J3 — —r I I I I I I I I I I I I 31 `�, ® ® , �J� I 31 ---- -----i —-----t-----r— i-----r---- .-I M Ln n n n n n Ln ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ I B-1 I 1 - ROOF FRAMING PLAN I /`'' I "CAST-CRETE" LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED COMPOSITE LENGTH GRAVITY GRAVITY UPLIFT UPLIFT M2'-10" 6113 2000 4460 1000 811`16-113 M T-6" 6113 2000 3547 1000 811`16-113 �3 4'-0" 6113 2000 3079 1000 811`16-113 ® 4'-6" 6113 2000 2724 1000 811`16-113 ® 4'-6" 6113 2000 2724 1000 8F12-1B/1T �5 5'-10" 4360 2000 2093 1000 811`16-113 © 8'-0" 2661 2000 1634 1000 811`16-113 © 8'-0" 2661 2000 1634 1000 81`12-113/13 �7 9'-4" 1843 1500 1133 750 811`16-113 ® 10'-8" 1533 1500 914 500 8F16-1B/1T M 14'-0" 1002 800 559 400 8F16-1B/1T 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 8F16 - 113/1T NOMINAL WIDTH � QUANTITY OF #5 REBAR @BOTTOM NOMINAL HEIGHT I B-1 I K1 Ln M •--� C7 C9 z C7 -- r----fi—-----r----i---- ----- — I I I A ` I � I I I I ■ � O�V - � � 1 1 J5 � 1I I I I ■ - - - 1I I I I ■ II III J7 L--I--� I I I ■ � �--I---J I I ■ 1 J7 I I I I I I ■ I I I I ■ J7 I F- -I- ■ L J J7 r �— I I I I I I I I LJ J7 -- -- 37 — I I I I I I I I I L 17 ---------r-----� J7 I II I I I ■ I I V I 11I 1 J7 ,,III �--I---� I I ■ I I V8 � r--I--� I I I ■ I I J7 W 0 1 I 11 -- -- i� VC III ■ J5 VB I . �� — J3 I I I I I I �J I ®VAI I 11I ® , J 1 I I E rx GRE B - 1 I B-2 I 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 B-2 PERIMETER 6113 2000 2724 1000 10'-8" 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. See reinforcement notes sheet A2 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 /3 / QUANTITY OF #5 REBAR @BOTTOM NOMINAL HEIGHT 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 541 136 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 ATA 497 163 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 ATB 497 164 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 C 881 257 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 C1 873 302 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D 673 222 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D1 774 267 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D4 772 265 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D5 772 265 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D6 605 234 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D6A 607 218 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 D7 607 216 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 E 465 79 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 G 706 147 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 G1 706 176 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 G2 706 204 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 GRA 1236 110 BOND BEAM SIMPSON HHETAI6 1 10 10d X 1-1/2" NAILS 1,2 GRB 4371 163 BOND BEAM SIMPSON VGT 1 16 1/4" X 3 SIDS 1,2 GRC 1914 212 BOND BEAM SIMPSON VGT 1 16 1/4" X 3 SIDS 1,2 GRID 865 217 BOND BEAM SIMPSON HHETAI6 1 10 10d X 1-1/2" NAILS 1,2 GRE 524 57 BOND BEAM SIMPSON HHETAI6 1 10 10d X 1-1/2" NAILS 1,2 GRG 1701 119 BOND BEAM SIMPSON HHETAI6 1 10 10d X 1-1/2" NAILS 1,2 GRK 1067 84 BOND BEAM SIMPSON HHETAI6 1 10 10d X 1-1/2" NAILS 1,2 31 191 68 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 32 167 94 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 33 226 112 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 35 284 157 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 37 214 202 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 JC3 169 112 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 JC5 188 157 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 JC7 214 202 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 K 679 110 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 K1 679 112 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 KJ2 184 94 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 KJ3 254 111 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 KJ5 331 156 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 KJ7 370 201 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2 KJC7 293 201 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" 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. 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 2 - WIND LOADING DIAGRAM Q 20 sqft - + 13.4/-34.4 50 sqft - + 12.3/-33.2 100 sqft - + 11.4/-32.2 20 sqft - +13.4/-52.9 50 sqft - + 12.3/-44.5 100 sqft - + 11.4/-38.2 0 +13.4/-73.8 SCALE : NTS C t O C U O} N T } U 0 t O =o!�„Q�c a 3 � w O L a N L OCL a' C C .vUi o L L U 3 L 4--J E L C C o o C O D _T >- E L fu M > a > _21 .� fa u 3? U U 3 u O�Da)av CU C U C C U U Q oU Q a E a Q Qi M O (n 64 LJL N U) C v C) •� 0 U Q) LU U) E o + O U U L o SOLE L. Npq 0 •_ This item II beers electronically signed and sealed In NICOLE NORTON, RA, LEED AP using a Digital Skpawre and Date. Printed Copies are not considered signed and sealed and the signature must be verified on any electronic copies. C= U n, a-J L VW -0•(0 mo�o// _ �} V LL V � N M .� Qa-0 4� E �.00 o = L� a-' N V L M I� L L U O _J .N 00 Q) N 00 L N 20000U� Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet S 1 Roof Framing Plan LL 0 d N O Q 5 n N O 00 O N O N N kD pi 3 O N �o O U M M O O O N Ln N E O U O r) C: 0 U O L c O U I M O i Ln 0) c .3 0 U a) 0 a I O i Ln 0) c .3 0 I N O i a) U c N Q) ry L N m 2 U 2 M M t0 O i O N i O N O N ro c a) Ln N I N O In U 0) O a I N 0 5/8" STRUCT. PLYWOOD EDGE NAIL 8d RING SHANK NAILS @ 6" o.c. ON INTERIOR EDGES •I I •I �..� NAIL 8d RING SHANK NAILS @ 6" o.c. AT INTERMEDIATE BRACING • • • • • • • • •• • • • • • •I 5/8" THK EXT. • PLYWOOD SHEATHING • _TF_ T_ EDGE OF WALL ' • BELOW • • •I •.I •�@ 04 Joc. • • . .. . . . . . . . . . . . . . . . . . . . . EDGE OF ROOF NAIL 8d RING SHANK NAILS @ OVER HANG @ 4" o.c. AT ALL EDGES 1 — ROOF PLYWOOD SHEATHING NAILING PATTERN 2 — ARCH DETAIL #5 CORNER BAR WITH 15" MINIMUM OVERLAP SCALE: 1" = V-0" SCALE: 3/4" = V-0" #5 VERTICAL REINF. (TYP) #5 HORIZONTAL REINF. (TYP) iWIM 1 1 „ CORNER BAR 3 — BLOCK TRANSITION DETAIL 2" o k 4 —CRASH POST DETAIL 36" HIGH BY 2" DIAMETER STEEL CRASH POST FLOOR FLANGE W/ (4) 3/8" EXPANSION BOLTS INTO SLAB ►� SCALE: 1-1/2" = 1'-0" SCALE: 3/4" = V-0" STUCCO FINISH - SEE NOTE BELOW CONC. SLAB 6 MIL VAPOR BARRIER 8" CMU WALL VERTICAL STEEL REINFORCING HORIZONTAL STEEL REINFORCING WINDOW AS PER SCHEDULE WINDOW 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 PRE -CAST CONCRETE WINDOW SILL 8" CMU WALL VERTICAL STEEL REINFORCING WINDOW AS PER SCHEDULE 8" CMU WALL VERTICAL STEEL REINFORCING _1Will .1 SILL WINDOW )OD BUCK W/ LIQUID AS PER FBC AS PER DDUCT APPROVAL 3 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 5 — WINDOW H—S-1 DETAIL SCALE: 1-1/2" = V-0" DOOR AND WINDOW ATTACHMENTS SINGLE -HUNG SHUTTERS 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# 17234.1 into 1X P.T. wood buck FL# 12856.2. on Sheet 8 of 11 FL# 20834.2 into 2X P.T. wood buck Anchors: 3/16" anchors @ Head, Sill and Jamb 1/4" all points solid set anchor x 7/8" embed Anchors: 1/4" X 3" Tapcons @Head and Jamb Anchors: 1/4" anchors @ Head, Sill and Jamb Attachment: Head - 6" max from corners (1) at midpoint 2" min. edge distance - max spacing of 12" O.C. Buck Attachment: Head - 4" max from corners Attachment: Head/Sill - 6" max from corners Jamb - 4" max from corners Head/Sill - (1) mid -span of door panel Jamb - 6" max from corners Jamb - 13.00" max O.C. Head/Sill - (2) @ 3" O.C. sides at center Jamb - 14.5' max O.C. Jamb - 6" max from corners Jamb - 3" either side from center Frame Attachment: Head - 6" max from corners Jamb - 21" max O.C. Jamb - 6" max from corners Embedment: 1-1/4" min into concrete thru 1X Jamb-14.00" max O.C. Embedment: 1-1/4" min into concrete Use 3/16" dia. Elco Ultracon Anchors Use 1/4" dia. ITW Tapcons Embedment: 1-1/2" min into concrete Embedment: 1-3/8" min into 2X Use #12 wood screw anchors NFnn 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 SILL DOOR AS PER SCHEDULE 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 ASPHALT SHINGLES (TAMKO HERITAGE SERIES) (TAMKO HERITAGE SERIES) OVER 30# FELT ATTACHED TO OVER 30# FELT ATTACHED TO 19/32" EXT. PLYWOOD SHEATHING 19/32" EXT. PLYWOOD SHEATHING SIMPSON CONNECTOR, SIMPSON CONNECTOR, SEE CONNECTOR SCHED. R-30 BLOWN IN SEE CONNECTOR SCHED. INSULATION (NOT GARAGE) VARIES VARIES TRUSS B TRUSS B 5/8" GYP BD OVERHANG CEILING VERHANG 2X6 SPRUCE WITH 8" X 16" BOND BEAM @ ALL �^ 2X6 SPRUCE WITH ALUMINUM FASCIA PERIMETER WALLS -PROVIDE ALUMINUM FASCIA AND VINYL SOFFIT (1) #5 TOP AND BOT COURSE l AND VINYL SOFFIT CONTINUOUS BEAM - REFER 1/2" GYP BD WALLS OVER ::A TO BEAM 1X P.T. FURRING STRIPS & SCHEDULE 1" THK RIGID BOARD INSULATION 8" CMU W/ FINISHED BASE TEXTURED STUCCO FINISH (1) #5 VERT AT 48" O.C. FLOOR FINISH MAX JOINT REINF. BETWEEN ' TOP (2) COURSES AND AT ALTERNATING COURSES BELOW SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR REINFORCEMENT FOR REINFORCEMENT REQUIREMENTS REQUIREMENTS T.O.T.O. SLAB '-0 SLAB Y prle _ 0'" x x ° \/ \\//\ / 6 MIL VAPOR BARRIER i/i\\�/i\/\/i\\/\/\\/i\\/\/\\!\�/ \�/i /\i !\\/✓ CLEAN COMPACTED, \ \ \ \ \ \ \\\\//\\\�\\ ' CLEAN COMPACTED, i\\i\\�i;\i;\�i\\i\\i i //` •1/' TERMITE TREATED FILL 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 — WALL SECTION AT PATIO SCALE: 1/2" = V-0" 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. 8 — TYPICAL WALL SECTION SCALE: 1/2" = V-0" 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 BOND BEAMS AS PER SCHEDULE J% 10'-8" 4' TRUSS BRG HORIZONTAL REINFORCING SHALL BEND AND TURN INTO BEAMS AS SHOWN 6A 8'-0" TRUSS BRG PRECAST LINTEL AS PER SCHEDULE STUCCO CEILING FINISH SEE NOTE BELOW #5 BARS AT 24" O.C. HOOKED TOP & BOT. BOND BEAMS AS PER SCHEDULE PRECAST LINTEL AS PER SCHEDULE 8" CMU WALL #5 VERTICAL REINFORCING SHALL HOOK INTO FOUNDATION BELOW AND BEAM ABOVE �0 -0' TOP OF SLAB 8" CMU WALL VERTICAL STEEL REINFORCING DOOR AS PER SCHEDULE -----T-------- NFnn SILL 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 SCALE: 1-1/2" = V-0" • 7i- --— — — — — — � ---- ---_.3--- -.7 _1------ io0 Bo / r \ -------------/ `/'' 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. 9 — SECTION AT FRONT ENTRY SCALE: 1/2" = V-0" C t O C U O} L O ,p L C L -0 C 3 0 N O L L O N L O 5 O L (n -O a-+ O (n rp O 0 N •L 7 fl- C C N a c e LnO t J= O to fu u 3 L 4—% L c c c o � � Q >L _� L ,0 E > O- i 321 `6 3 . L -a _ a a; O ul 3 � C, ,� „ +, 0- c fu u a U U 3 u U O LAY dOLu a=+ U C U C C U Q ouQ_6 Eaw (D U Q) 'S M O (n LL N If � _> cv c v cq 0) •LU O U) E — E O + O N U N 0 :tf U G� L This item has beer. eleCtrcmcairw signed and sealed try NICOLE NORTON, K LEED AP Using a Digital Stature and Date. Pnn#ed Copies are not con5idered signed and sealed and the signature must be verified on any electronic codes. U n , a-J U L N M .� a -0 E �.0 0 = 0 a—' V M L L v O J-00 N N � L. N � M� W 0 = 00 LL Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet S2 Structural Details H.B. 1 - PLUMBING PLAN SCALE: 1/4" = V-0" L/ 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 TUB TO BE SELECTED BATH #2 TO BE SELECTED - BY OWNER BY OWNER P-5 WASHER MACHINE TO BE SELECTED LAUNDRY - - BY OWNER - P-( SHOWER HEAD AND CONTROLS TO BE SELECTED MASTER BATH _ - BY OWNER BATH #2 - P-7 WATER HEATER TO BE SELECTED GARAGE _ 50 GALLON 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. -JIL2" VTR SHWR TIE INTO EXISTING CITY SEWER 2 - PLUMBING RISER TUB SCALE: N.T.S. C t O C U N} t O L E i O_ O C O � a O C 0 a3�=t +� c, N L O w N L -0 t0 O N U .L a M C N n 0 T +' C n O L L �% E L C C. '' ¢_ �E'--a L M > Q O -0 (6 L a) -0 �U_ 0, „ ^ Uf6 ' U 3 Uu L O C U C C U U Q ° UQ� Eaw Qi M O (n 64 LJL N U) > N /� L W cu � L + C v (B N O . Ow U m U) E� E o + O N U U U (6 This item has been electronically signed and sealed " NICOLE NORTON, K LEED AP using a digital Soature and dace. Printed copies are nut considered signed and sealed and the signature must 0e verified on any elemonlc copies. U L Q� O Ul 0) E U N E 2 Liz N M 0--o _ O OLLN O U M J 00 .� N � k.0 O 00 LL Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet P 1 Plumbing Plan 1 - ELECTRICAL PLAN LOAD CALCULATIONS Load Calculations: 1,852 sqft. @ 3.0 VA/sqft Appliance Circuits Refrigerator Dishwasher Range Washer/Dryer Water Heater Sub -Total: 200 amp PANEL Total Panel Load: = 5,556 VA 1st 10,000 VA @ 100% = 10,000 VA = 4,500 VA Remaining VA @ 40% = 6,702 VA = 1,200 VA Heat @ 100% = 7,500 VA = 1,500 VA = 12,000 VA Total: 24,202 = 5,000 VA = 4,500 VA = 34,256 VA 24,202 VA 240 V Total Amps required: = 100.85 VA Summary: Use a 200 amp 40 circuit panel, coordinate meter with local utility company. = 100.85 amps RISER DIAGRAM 3 X 4/0 ALUM OR 3 X 2/0 C.U. 2" GALV/IMC 200 AMP 0 TYPICAL 200 AMP MAIN BRKR 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. SCALE: 1/4" = V-0" 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' 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) co Carbon Monoxide Detector wP XX" (mount on ceiling, unless noted otherwise) nFn Dedicated outlet D, 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 � Door bell 3$ Switch 3-way 4 ® Door bell chimes $ Switch 4-way O Thermostat T ORecessed can ceiling light Electric meter G Vapor Proof recessed can ceiling light ❑® Exhaust fan Wall mounted light ❑i Exhaust fan and light - exhaust thru roof Wall mounted light 1X4 or 2X4 Wall mounted bathroom light Surface mounted fluorescent light Ceiling fan C t O C U O} L O L i O O C O Q O C a 3 0 �t +� O L 0,-0 CL t O u7 N U _� rW (6E Li L c M n 3 a 3.� W M.3 N C (6 L 3u� U U 3 U U O L1D L +� }' 7 C C U C C U U Q uuQ-a EaQ 13 U (n LJL N au)) > C nv cq oo Lw m� E� Eo + O N U U N U d , o AR9182'' This item nas been electronically signed and sewed W NICOLE NORTON, RA, LfEa AP using a Digital Soature and Date. Printed Copies are not considered signed and sealed and the signature must be veri6ed On any electronic espies. N U U � �' � N M .� 11 -0 E O O L.L = 0 a-' U M L L U O _J .N 00 00 L = 00 O LL Rev. # Date Project Number 20-0633 Status CD Issue date 23-Jun-20 Sheet El Electrical Plan