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HomeMy WebLinkAbout20-0633 - REV 1 S&S - 08-25-20GENERAL 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 Insulatiion, 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. 5/8r' 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: I. 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. 011 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 scift. Door Design Pressure: 50 scift. Window Design Pressure: 20 scift. 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 scift. Garage: 469 gross scift. Covered Patio: 144.5 gross scift. Front Entry 56 gross scift. Total New Bldg. Area: 2,521.5 gross scift. 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 A2 Foundation Plan Details + Notes ■ Issue date + vco (V s T Anchors: 3/16" anchors @ Head, Sill and Jamb A3 Building Elevations ■ L t0 >_ c, L L_ m� uJ U) _0 Attachment: Head - 6" max from corners (1) at midpoint S1 Roof Framing Plan ■ E o + a, „ 'o �, 3 ^T Jamb - 6" max fromcorners S2 Structural Details ■ ■ C U C C U U Q ou Q 6 E a Q .L 00N Jamb - 14.5" max O.C. Pi Plumbing Plan Schedules + Notes ■ (D 4-J Jamb - 3" either side from center E1 Electrical Plan Schedules + Notes ■ L L0 U i .� CO Embedment: 1-1/4" min into concrete thru 1X O NN oo L N M� W Z W Use 3/16" dia. Elco Ultracon Anchors \J 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 P id mi u f 1- 4" be en Roof Cambridge IKO Industries Attach Shingles with (Zinc Coated) Roofing Nails 12 Gauge, See Cover Sheet N/A Asphalt with 3/8" dia. heads, long enough to penetrate through plywood Shingles 1/4". use (6) nails per shingle, refer to "6 inch nail" FL # 30310.1 pattern in product approval Iding 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 D Revised 25 -Aug -20 ��J�JJ J J• J� Sheet Sheet Title 4j,P+,++,++,++,+ C1 Cover Sheet, General Information + Notes ■ ■ L O C i O O L !0 -'s, Al Floor Plan, Details + Notes ■ ■ OL O- N L o o °- cn i -O 4, O cn U 70 10 u7 w U A2 Foundation Plan Details + Notes ■ Issue date + vco (V s T LC A3 Building Elevations ■ L t0 >_ c, L L_ m� uJ U) _0 E- S1 Roof Framing Plan ■ E o + a, „ 'o �, 3 ^T M }' U U 3 U S2 Structural Details ■ ■ C U C C U U Q ou Q 6 E a Q .L 00N IIS Pi Plumbing Plan Schedules + Notes ■ (D 4-J E1 Electrical Plan Schedules + Notes ■ L L0 U i .� CO (li O NN oo L N M� W Z W LL \J SYMBOLS ,.. O Window AX.X Detail Norton ## Door ## Keyed Note Ex] Room Name XX.X Interior Elevation 0 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 ►114 elizzL Date: 2020 13:41:13 -0 -,-is item has been eledtronicailly 5ved and, sealed 0y NICOLE NORTON, RA, LFED AP using a Dlighal Signature and Date. Printed Copies are not co-midered sided and sealed and the signiinure must be verifted on isny elearoni, copies. 0)- > �0 C U'C A25 V) L O C i O O L !0 -'s, tt :3c) O N -O OL O- N L o o °- cn i -O 4, O cn U 70 10 u7 w U Status •i C a o u� C N Issue date + vco (V s T LC � U) o (6 0 103, � L L t0 >_ c, L L_ m� uJ U) _0 E- .L O � C }, 'O E o + a, „ 'o �, 3 ^T M }' U U 3 U Oa) CL � C U C C U U Q ou Q 6 E a Q -,-is item has been eledtronicailly 5ved and, sealed 0y NICOLE NORTON, RA, LFED AP using a Dlighal Signature and Date. Printed Copies are not co-midered sided and sealed and the signiinure must be verifted on isny elearoni, copies. Date A25 -Aug -20 Client + Bldg. Dept. Revisions M :31 U tt :3c) O W (n LLL N U) U 20-0633 Status CD Issue date + vco (V C 1 Cover Sheet c�i O 0 � U) L_ m� uJ U) _0 E- E o + O N U � nV/ C .L 00N IIS U 2 (D 4-J U M L L0 U i .� CO (li -,-is item has been eledtronicailly 5ved and, sealed 0y NICOLE NORTON, RA, LFED AP using a Dlighal Signature and Date. Printed Copies are not co-midered sided and sealed and the signiinure must be verifted on isny elearoni, copies. Rev. # Date A25 -Aug -20 Client + Bldg. Dept. Revisions W U 20-0633 Status CD Issue date N =U) C 1 Cover Sheet U0*1 C N M nV/ C .L 00N IIS W00 2 LL 4-J U M L L0 U J .� CO O NN oo L N M� W Z W LL \J Rev. # Date A25 -Aug -20 Client + Bldg. Dept. Revisions Project Number 20-0633 Status CD Issue date 23 -)un -20 Sheet C 1 Cover Sheet 15'-4" 7'-8" 7'-8" 9M V-4" 55'-6" 14'-8" 12'-0" V-4" 15'-10" a WINDOW SCHEDULE A25 O DOOR SCHEDULE A DOOR NO. SIZE NOTES: TYPE DOOR y FRAME (SEE NOTES BELOW) NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH HDW. TYPE ELEV. MDL# MAT. FINISH T'HOLD 101 T-0" 6-8" _ bof FBR FAC 1 6 -PANEL - - FBR FAC AL 2,3,4 102A N 6-8" 1.375 HCW PTD EGRESS 6 -PANEL - - WD PTD WHITE 4 102B 5'-0" 6-8" 1.00 HCW PTD - BI -FOLD x � - x - CUSTOM WINDOWS - 103A COVERED 6-8" 1.375 HCW PTD 2 6 -PANEL - - WD PTD 4 D - 4'-0" VERIFY I VERIFY - WHITE WHITE CUSTOM WINDOWS AND DOORS PATIO SINGLE HUNG - 104 2'-8" 6-8" 1.375 HCW PTD 2 6 -PANEL - - WD PTD 4 O? 6-0" 6-8" 1.75 002 FAC - SLIDER - - VIN FAC AL 1,2 106 rh 6-8" 1.00 HCW PTD - BI -FOLD - in - - - 108A 2'-8" 6-8" 1.375 HCW - O 2 6 -PANEL - - WD PTD 14'-0" 4 1088 2'-8" 6'-8" 6'-8" 7'-4" PTD 2 6 -PANEL - - WD B o •� 4 O00 B 2'-6" 6-8" EGRESS HCW � MASTER SUITE BI -FOLD u u x x - - 109 2'-8" 6-8" 1.375 HCW PTD - POCKET - - WD PTD 111 110 = SHELVES 6'-8" v HCW PTD - POCKET - - WD PTD 4 111 2'-8" 6-8" 1.375 HCW PTD 2 6 -PANEL - - M PTD 4 112A 2'-8" 6-8" 1.375 HCW PTD 3 6 -PANEL - - WD PTD 4 112B PANTRY 6-8" 1.375 SCW 105 1 6 -PANEL HB - WD PTD 4,5 112C 2'-6" 6-8" 1.00 HCW PTD - BI -FOLD 106 - - - 113 1.75 AL FAC - SECTIONAL - - AL FAC 2 o IL 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 106 NO. 1 NO. 2 EXT. DEADBOLT LOCKSET LEVER HANDLES LEVER/PULL HANDLES THUMB LOCK WEATHER STRIP BB HINGES NO. 3 LEVER HANDLES BB HINGES I 103 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. Qi< O d I rx,>, U ULLJ = to o On I m I I 1 1 016 I I 36" HIGH 21J,1011 11'-0" `Q © -- J COUNTERTOP —i t BEDROOM #3 EGRESS 0 lO RANGE / N ii 103 MICRO ABV o EGRESS _ /DOIS R&S — ----R&S -- I� °P J Ln = GREAT ROOM xx x W.I.C. W.I.C. i QUI Q KITCHEN �Ii ` ,' 105 110 110 109 109 I U w 107 =IU �� '_` II 103 co SII x 5'-0" 3'-4" ; T-0" I O ED 2' 0" 5' 0" 3'-0'I 1 16'-2" T-4" 7'-2" CO I I 1 1 L V I WC =I rn L------- - ---------J-oo REF 1It T co O UB - O? o a, R&S SEAT R&S LINE OF VAULTED N '.n in 1 4 BAH #2 04 Ln TEMP. - OP o CEILING ABOVE - o� 5'-0" 5'-8' 111 2'-6" 6" 2'-0" in 102 r> — N f PROVIDE 12" X 16" w HU iO NICHE IN LOW WALL747 1 8 -- 0 > 112 112 U) w n1 = -1 in 6.. x �t 108 -- 1028 En TEMPERED DINING ROOM GLASS PANE UNDRY101 � MASTER BAH 1b86 p 112 a, BEDROOM #2 102 00 CD 0 TEMP. 10'-6" 3'- 6'-8"_ 19'-2" 2'aC n 11'-0" �LL o O Lo O WC W O x i�lLU � F 1 ELEC. PNL W. H. ,--CRASH POST 1128 101 x B EGRESS , HB LUJ� 22X54 ATTIC ACCESS 9 IT �D ih COVERED IT ih o ZD L ENTRY 001 GARAGE 113 x o r4 N O OP 21'-0" 113 � 0 N 1.9 6'-8" 9'-0" 6'-8" 1 4'-11" 4'-11" 1 2'-4" 1 4'-8" 22'-4" 1 9'-10"1 9'-4" 55'-6" 1 - FLOOR PLAN 2'-4" 1 7'-10" 14'-0" 6'-2" SCALE: 1/4" = 1'-0" Al 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 f En 6'-0" 3'-0" 3'-0" Fal 2 - WINDOW TYPES TEMP GLASS TEMP GLASS (P) SCALE: 1/4" = 1'-0" WINDOW SCHEDULE A25 O DOOR SCHEDULE SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER DOOR NO. SIZE NOTES: TYPE DOOR y FRAME (SEE NOTES BELOW) NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH HDW. TYPE ELEV. MDL# MAT. FINISH T'HOLD 101 T-0" 6-8" 1.75 FBR FAC 1 6 -PANEL - - FBR FAC AL 2,3,4 102A 2'-8" 6-8" 1.375 HCW PTD 2 6 -PANEL - - WD PTD WHITE 4 102B 5'-0" 6-8" 1.00 HCW PTD - BI -FOLD - - WHITE - CUSTOM WINDOWS - 103A 2'-8" 6-8" 1.375 HCW PTD 2 6 -PANEL - - WD PTD 4 D T-0" 4'-0" VERIFY I VERIFY - WHITE WHITE CUSTOM WINDOWS AND DOORS 610 ARIA SINGLE HUNG - 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 1088 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 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. f En 6'-0" 3'-0" 3'-0" Fal 2 - WINDOW TYPES TEMP GLASS TEMP GLASS (P) SCALE: 1/4" = 1'-0" WINDOW SCHEDULE A25 N WIN SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL #/SERIES TYPE NOTES: TYPE (STYLE) y (SEE NOTES BELOW) O WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWAR U t0 -0 M n N U Status A 6-0" 5'-4" VERIFY VERIFY CU - WHITE WHITE CUSTOM WINDOWS 610 ARIA SINGLE 1, 2, 3, 4,5 _ 0 E .L 0�_ O — E O to L + O N AND DOORS O(aa..' HUNG � B 3'-0" 5'-4" VERIFY VERIFY LZ - WHITE WHITE AND DOORS CUSTOM WINDOWS 610 ARIA HUNG SINGLE 1, 2, 3, 4,5 C 3'-0" 3'-0" VERIFY VERIFY .� - WHITE WHITE CUSTOM WINDOWS 610 ARIA SINGLE 1, 2, 3, 4, 5, 6, 7 O 2 00 LL AND DOORS HUNG D T-0" 4'-0" VERIFY I 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. f En 6'-0" 3'-0" 3'-0" Fal 2 - WINDOW TYPES TEMP GLASS TEMP GLASS (P) SCALE: 1/4" = 1'-0" -his item has been elec#r€anacaaVy signed an4 sealed by NICOLE NORTON, RA, LEED AP using a Digital Skgnature and Date. Primed Collies are root trarusidered signed and sealed and the 4nature must be verif *d an any electronic copies. C t O C U O C A25 N L O f6 L _ C E- L Q O Ol i o� �Q_ L � 3 c ct C') O C y CL N L O +1- o u 3 � In U t0 -0 M n N U Status L C CL O o C N W + Ou a..' C C 2 O ,c = M C fo :a U 3 U CU L OL C � U) o fa o ! >L L fO > a) M _ 0 E .L 0�_ O — E O to L + O N }'U U 3 uU O(aa..' N CL Q).= Q) � c U C C U U Q ouQ_6 Eacu -his item has been elec#r€anacaaVy signed an4 sealed by NICOLE NORTON, RA, LEED AP using a Digital Skgnature and Date. Primed Collies are root trarusidered signed and sealed and the 4nature must be verif *d an any electronic copies. Date A25 -Aug -20 Client + Bldg. Dept. Revisions (D C') O C (n LLL N U) U 20-0633 Status CD W + cv Cz W(V U) CU 0 O 1 O � U) L a) w _ 0 E — E o + O N U � V/ ^ , 0 0 LZ 0 lO N V L M r, L L U_J U L .� 00 Q) -his item has been elec#r€anacaaVy signed an4 sealed by NICOLE NORTON, RA, LEED AP using a Digital Skgnature and Date. Primed Collies are root trarusidered signed and sealed and the 4nature must be verif *d an any electronic copies. Rev. # Date A25 -Aug -20 Client + Bldg. Dept. Revisions U 20-0633 Status CD W L. — U) V L a N M V/ ^ , 0 0 LZ 0 lO N V L M r, L L U_J O .� 00 Q) N 0 N � O N M� W O 2 00 LL Rev. # Date A25 -Aug -20 Client + Bldg. Dept. Revisions Project Number 20-0633 Status CD Issue date 23 -Jun -20 Sheet A 1 Floor Plan LL 0 a a� O Q a N N co M 0 N 0 N t N 0 pi 3 0 N Ln N O O > W M M ko O 0 N Ln C 0 aJ tY I 0 i c .3 r) U N 0 a I 0 i to rs c .3 ro r) I N O i U C a� Q) rY L c0 2 U 2 M M O O N O N 0 N i io C a� Ln N I N O U Q) O a I N O 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 7 • • • • • • • • •• • • • • • •I 5/8" THK EXT. • PLYWOOD SHEATHING • • •I EDGE OF WALL • BELOW ..I ROOF JOISTS . .. . . . . . . • • . . . . . . . . . . . . EDGE OF ROOF \ NAIL 8d RING SHANK NAILS @ OVER HANG @ 4" o.c. AT ALL EDGES 1 - ROOF PLYWOOD SHEATHING NAILING PATTERN • SCALE: 1" = 1'-0" 2 - ARCH DETAIL #5 CORNER BAR WITH 15" MINIMUM OVERLAP SCALE: 3/4" = 1'-0" 2" 4" 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" = 1'-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 N1=nn SILL 1 � ° la JAMB WINDOW )OD BUCK W/ LIQUID AS PER FBC AS PER DDUCT APPROVAL 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 -J DETAIL SCALE: 1-1/2" = 1'-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 11 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 1 #5 VERTICAL REINF. (TYP) Anchors: 1/4" anchors @ Head, Sill and Jamb #5 HORIZONTAL REINF. (TYP) 2" min. edge distance -max spacing of 12" O.C. Buck Attachment: Headead - 4" max from corners Attachment: Head/Sill - 6" max from corners 1 -�(0Nzl_ o Jamb - 4" max from corners Head/Sill - (1) mid -span of door panel Jamb - 6" max fromcorners 1� Jamb - 13.00" max O.C. Head/Sill - (2) @ 3" O.C. sides at center Jamb - 14.5" max O.C. MIME: 111111111 � 1 Frame Attachment: Head - 6" max from corners Jamb - 21" max O.C. EZ a Jamb - 6" max from corners 1 E . Embedment: 1-1/4" min into concrete Use 3/16" dia. Elco Ultracon Anchors = Use 1/4" dia. ITW Tapcons 11 Embedment: 1-1/2" min into concrete 4-J N U L M I�_' Embedment: 1-3/8" min into 2X L_ UJ O CORNER BAR 0 0 4-10 M� W = 11 U_ 11 3 - BLOCK TRANSITION DETAIL 2" 4" 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" = 1'-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 N1=nn SILL 1 � ° la JAMB WINDOW )OD BUCK W/ LIQUID AS PER FBC AS PER DDUCT APPROVAL 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 -J DETAIL SCALE: 1-1/2" = 1'-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" embedAnchors: 1/4" X 3" s @ 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: Headead - 4" max from corners Attachment: Head/Sill - 6" max from corners V -�(0Nzl_ o Jamb - 4" max from corners Head/Sill - (1) mid -span of door panel Jamb - 6" max fromcorners 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 M Frame Attachment: Head - 6" max from corners Jamb - 21" max O.C. EZ a Jamb - 6" max from corners Embedment: 1-1/4" min into concrete thru 1X E 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 4-J N U L M I�_' Embedment: 1-3/8" min into 2X L_ UJ O Use #12 wood screw anchors 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. Nt=nn 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 rr•T►nom 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES INTERIOR SILL 1 4i EXTERIOR DOOR SLIDER 6- DOOR H -S -J DETAILS 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 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. Nt=nn 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 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES INTERIOR SILL FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES 2X P.T. WOOD BUCK W/ LIQUID FLASHING PER FBC DOOR AS PER INSTALL THRESHOLD SCHEDULE__ AS PER N.O.A./PRODUCT APPROVAL - SEE NOTES FASTENER AS PER N.O.A./PRODUCT APPROVAL SEE NOTES ° m EXTERIOR DOOR SCALE: 1-1/2" = 1'-0" Al Al BOND BEAMS AS PER SCHEDULE ASPHALT SHINGLES ASPHALT SHINGLES (IKO CAMBRIDGE SERIES) (IKO CAMBRIDGE SERIES) ,` 10'-8" OVER 30# FELT ATTACHED TO OVER 30# FELT ATTACHED TO TRUSS BRG 19/32" EXT. PLYWOOD SHEATHING 19/32" EXT. PLYWOOD SHEATHING =­�G=G-----= �ll- I SIMPSON CONNECTOR, SIMPSON CONNECTOR, ° SEE CONNECTOR SCHED. R-30 BLOWN IN SEE CONNECTOR SCHED. ' g --T ---------- r-- INSULATION HORIZONTAL REINFORCING SHALL ! (NOT GARAGE) BEND AND TURN INTO BEAMS m AS SHOWN VARIE 81-01, TRUSS BRG TRUSS BRG 'I' TRUSS B J1111 —G ----' PRECAST LINTEL 1'-4" 5/8" GYP BD 1._4.. AS PER SCHEDULE CEILING OVERHANGI I IVERHANG 8" X 16" BOND BEAM @ALL STUCCO CEILING FINISH 2X6 SPRUCE WITH 2X6 SPRUCE WITH SEE NOTE BELOW ALUMINUM FASCIA PERIMETER WALLS - PROVIDE ALUMINUM FASCIA i AND VINYL SOFFIT (1) #5 TOP AND BOT COURSE I AND VINYL SOFFIT #5 BARS AT 24" O.C. CONTINUOUS HOOKED TOP & BOT. BEAM - REFER 1/2" GYP BD WALLS OVER i TO BEAM `.�, BOND BEAMS AS 1X P.T. FURRING STRIPS & PER SCHEDULE SCHEDULE 1" THK RIGID BOARD X X iio INSULATION PRECAST LINTEL o� 8" CMU W/ AS PER SCHEDULE FINISHED BASE XTEXTURED STUCCO FINISH X 41 (1) #5 VERT AT 48" O.C. FLOOR FINISH X MAX 8" CMU WALL t� JOINT REINF. BETWEEN TOP (2) COURSES AND #5 VERTICAL REINFORCING X AT K BELOWERNATING COURSES SHALL HOOK INTO FOUNDATION SEE FOUNDATION PLAN SEE FOUNDATION PLAN BELOW AND BEAM ABOVE FOR REINFORCEMENT FOR REINFORCEMENT REQUIREMENTS REQUIREMENTS 0 T.O. SLAB 'r It — T.O..0. SLAB 'r �' OP OF SLAB LAB x° x 707777/ 6 M I L VAPOR BARRIER CLEAN COMPACTED, \/ < COMPACTED, \ ° s a a °°///\\�/i/\\\�/i�\\�/i/\\\�/i�\\//i/�i\\�✓/i�\i\�. /i�. �/i��i/\\\/i,�\\\//�\\\/�i�\\\.//i/�\/\\/��/\\\\/��/\\\\// \\/j\\//\/\//\/ TREATED FILLvv�v vv v�` v v v v v v v ----------- ------ v v v v vv w/v TERMITE TREATED FILL �� ///i / / /v/�,�;i�/�/a'ir` ✓iei/w�i!i� v /i (i - 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" = 1'-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" = 1'-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. 9 - SECTION AT FRONT ENTRY SCALE: 1/2" = 1'-0" C t O C U U L1 }' � t O ,p L C ;' Q o o�'n M 3 aoi -.c y N -O O- N L O Q r +� o u 3 cn +� "O O cn r0 n C fl- O 0 N � 'i C u) C N a..' C C cn O.0 :E 4 -JE a L c Q (6 (V L L 2!- L fu E - O- L 3 .21 -n 3 ` = '6 -O 'C m O w 3 o U +� U U 3 U Ot3L0 i a) UQ C U C C U ouQ_6 EaQ (D U -5 ce) O (n LL LN U) + caC v ccs 0) �� .F 0 i W 0 U) E — E 00 0 c1l U N U G� L oL L NOR .• .4 o z _j AR91827 This item has beer) electronically signed and pealed by NICOLE NORTON, Rll,,. ILEED AP u5ing a Digital Silgnatltrre and Date. Printed Copies are not considered signed and sealed and the signature must be verified an any elearoni€ copies.. Rev. # Date 25 -Aug -20 Client + Bldg. Dept. Revisions W U 20-0633 Status CD n , W 4—J W Sheet ^ L 1 V -�(0Nzl_ o � N M •r^ EZ a E 0 •O = 4-J N U L M I�_' L L_ UJ O 00 0 0 4-10 M� W = 00 U_ Rev. # Date 25 -Aug -20 Client + Bldg. Dept. Revisions Project Number 20-0633 Status CD Issue date 23 -Jun -20 Sheet S2 Structural Details