Loading...
HomeMy WebLinkAbout116 Queen Christina_ permit set R1_ 10-6-20_ signedGSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 BR A N D E N B U R G RE S I D E N C E SI N G L E FA M I L Y RE S RE N O V A T I O N 11 6 Qu e e n Ch r i s t i n a Ct , Ft Pi e r c e , FL 34 9 4 9 A-1 extg floor plan 7/9/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T E-PANEL EXTG REAR PORCH SHUTTERS FL 13757.3 SK S K SK SK S K S K SK SK SK DINING KITCHEN UTILITY BR.1 BA.1 BR.2 BA.2 BA.3 BR.3 BA.4 BA.5 CLST LIVING PORCH GARAGE BAR SK FRONT PORCH HWH SK D1 W1W2 W 3 W5 D4 D2 D 6 D 5 W6 W 7 W 8 W 9 W 1 0 W 1 1 W 1 2 W 1 3 W 1 4 W 1 5 D 3 W 1 0 W 2 .1 W4 REF 36Wx24D SWR SWR TUB AHU A H U DW DR WA NEW OPENING IN EXTG CMU WALL DETAIL SCALE: NTS NON BRG CMU CRIPPLE NEW JAMBS: FILL CELL OR FORM & POUR 8"x8" MIN W/ (1) #5, EPOXY EMBED 6" INTO EXTG BOND BEAM & FOOTING, LAP BARS 30". EXTG CMU WALL EXTG BOND BEAM EXTG FOOTING NEW OPENING NEW SILL PER OPENING/BUCK DETAIL SCALE: NTS EXISTING SLAB #3 REBAR 4" EMBED @ 18" oc #3 REBAR 18" OC EW, OMIT IF WWF OR FIBERMESH USED CONC OVER 6 MIL VB OVER COMPACTED & TERMITE TREATED FILL SLAB INFILL DETAIL SCALE: 1"= 1'-0" EXT INT SCALE: 1"= 1'-0" 4"6" DOOR & WINDOW BUCK AS PER GEN NOTE 26.2 WINDOW FRAME W/ FLANGE, ATTACH TO MASONRY /CONC AS PER MFR SPECS LINTEL AS PER WINDOW/DOOR SCHEDULE HiWind MASONRY SILL BY CASTCRETE OR GEN NOTE 16.12 PVC LINER CEMENT BOARD .25"/12" CEMENT PRESLOPE TILE OVER.25"/12" CEMENT SLOPE 2" DRAIN (3) 2x4 PT CURB TYP OPENING/BUCK DETAIL FLASHING AND SEALING AS PER GEN NOTE 26.7 TYP SHOWER PAN DETAIL WALL LEGEND EXTG REINFORCED CMU WALL DEMO NON BRG INT WALL DESCRIPTIONID SPECS NEW NON BRG INT WALL THICKNESS ON FLOOR PLAN 9" 4.5" 4.5" EXTG NON BRG INT WALL 4.5" 5/8" OR 1/2" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. MODIFIED DOOR 1 OPENING DETAIL SCALE: NTS 6'-2" 8' 3' - 6 " EXTG TP EXTG 2x4 END STUD NEW 1/2" x 6" WEDGE ANCHOR NEW DBL WALL: STUCCO OVER WRB OVER 1/2" PLY 2x4 @ 16" OC, (2) 12 FACE NAIL NEW (2) 2x8 NEW BUCK: 2x8 W/ .25"x2.75" TAPCON @ 16" OC SLAB EXTG FLOOR/DEMO PLAN SCALE: 1/4"= 1'-0" 1 1 SCOPE OF WORK -INTERIOR WALL LAYOUT MODIFICATIONS -REMODEL SHOWER BA.1 -NEW WINDOWS/DOORS, ALTER OPENINGS AS NEEDED PER DETAIL -RELOCATE KITCHEN -DELETE BA.5 -REPLACE PORCH BEAM & POSTS 1 10 /6 /20 fi e l d re v PROJECT DESCRIPTION RENOVATION OF A 1 STORY SF RESIDENCE. ZONING INFORMATION: parcel id: 1414-702-0008-000-5 RS-4 (unincorporated St Lucie County) flood zone: X UTILITY INFORMATION: gas: none sewage: sewer potable water: public DocuSign Envelope ID: F6855950-24F5-401E-A519-684768EDE36F 10/6/2020 GSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 BR A N D E N B U R G RE S I D E N C E SI N G L E FA M I L Y RE S RE N O V A T I O N 11 6 Qu e e n Ch r i s t i n a Ct , Ft Pi e r c e , FL 34 9 4 9 A-2 new floor plan 7/9/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T 2-8x6-8 3-0x6-8 3'-10" 11 ' - 4 1/ 2 " 13 ' - 1 1/ 2 " 9' - 2 " 3'-6"3'-6" 8' - 6 1/ 2 " 9'-11" 8'- 7 " 4'- 1 1 " 14'-11" 5' - 7 1/ 2 " 10'-11" 11'-4 1/2" 9'-11" TV E-PANEL EXTG REAR PORCH SHUTTERS FL 13757.3 TEE 1.5" DRAIN AAV FROM DEMO'D BAR SK SWR: MOVE EXTG 2" DRAIN +/- 3', NEW VALVES, FIXTURES REPLACE PER GEN NOTE 26.6 REPLACE PORCH BEAM & POSTS PER SECTION ON A-2 SK S K SK SK S K S K SK SK SK DINING NE W KI T C H E N NEW BUTLER'S PANTRY UTILITY BR.1 BA.1 BR.2 BA.2 BA.3 BR.3 BA.4 CLST LIVING PORCH GARAGE FRONT PORCH HWH SK D1 W1W2 W 3 W4.1 D4 D2 D 5 W 7 W 8 W 1 0 W 9 . 1 W 1 1 W 1 2 W 1 3 W 1 4 W5.1 D 3 W 1 0 W 2 .1 A -2 SWR SWR RE F 36 Wx 24 D D W AHU A H U RE F 36 Wx 24 D WINE COOL DR WA CA B ID ACTUAL  PRESSURES W H LINTEL  JAMB RENO  STATUS DOOR RENO  STATUS SWING PANEL NOTES D1 +35.7, ‐38.7 3‐0 8‐0 EXTG EXTG REPLACE S. SWING 1 LITE  (2) 14" SL D2 EXTG EXTG EXTG TO REMAIN D3 +34.1, ‐36.1 3‐0 6‐8 EXTG EXTG REPLACE S. SWING SOLID D4 +34.1, ‐36.1 14‐9 6‐8 EXTG EXTG REPLACE H. SLIDER 3 PANEL GLASS D5 +34.1, ‐36.1 8‐0 6‐8 EXTG EXTG REPLACE H. SLIDER 2 PANEL GLASS D6 2‐6 6‐8 EXTG EXTG DEMO INFILL OPENING PER DETAIL DOOR/ LINTEL SCHEDULE SEE GEN NOTE 26.  CC: CAST CRETE.  ID ACTUAL  PRESSURES W H B.O.  LINTEL  LINTEL JAMB RENO STATUS WINDOW RENO  STATUS TYPE GLASS TYPE NOTES W1 +35.7, ‐38.7 3‐0 3‐0 6‐8 EXTG  EXTG REPLACE S. HUNG IMPACT REMOVE  NON STRUCT WOOD  ARCH W2 +35.7, ‐38.7 3‐0 3‐0 6‐8 EXTG  EXTG REPLACE S. HUNG IMPACT REMOVE  NON STRUCT WOOD  ARCH W2.1 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W3 6‐0 5‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W4 +35.7, ‐38.7 8‐0 3‐0 6‐8 EXTG  DEMO W4.1 +35.7, ‐38.7 6‐5 3‐0 6‐8 EXTG  MODIFY PER DETAIL REPLACE H. SLIDER NON IMPACT USE EXTG REAR PORCH  SHUTERS FL 13757.3 W5 5‐0 6‐8 6‐8 EXTG  EXTG DEMO W5.1 +35.7, ‐38.7 5‐0 3‐0 6‐8 EXTG  EXTG JAMB, NEW SILL &  NON BRG CMU INFILL NEW PICTURE NON IMPACT USE EXTG REAR PORCH  SHUTERS FL 13757.3 W6 2‐2 3‐2 6‐8 EXTG  INFILL OPENING PER DETAIL DEMO W7 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W8 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W9 3‐0 4‐2 6‐8 EXTG  DEMO W9.1 +35.7, ‐38.7 3‐0 1‐6 6‐8 EXTG BOND BM EXTG JAMB, NEW SILL &  NON BRG CMU INFILL NEW AWNING NON IMPACT USE EXTG REAR PORCH  SHUTERS FL 13757.3 W10 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W11 3‐0 3‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W12 2‐2 3‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W13 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W14 (2) 3‐0 4‐2 6‐8 EXTG  EXTG EXTG TO REMAIN W15 3‐0 3‐1 6‐8 EXTG  INFILL OPENING PER DETAIL DEMO WINDOW/ LINTEL SCHEDULE SEE GEN NOTE 26.  ITEM TYPE ID 1 BUILDING DP 2 PRODUCT DP GLASS  TYPE 5 MFR MODEL APPROVAL # FASTNERS 6 DOOR S. SWING, GLAZED D1 50,‐50 IMPACT ThermaTru any FL 20468.11 DOOR S. SWING, NONGLAZED D3 65,‐65 N/A Plastpro a. FL 15213.1 DOOR SGD ALL 60,‐60 NI PGT 5470 NOA 17‐0420.07 WINDOW PICTURE ALL 50,‐50 NI PGT PW‐5440 FL 5012.4 WINDOW H. SLIDER ALL 65,‐94 NI PGT HR‐5410 NOA 17‐0411.09 WINDOW S. HUNG ALL 65,‐70 IMPACT PGT SH‐5500 NOA 17‐0630.05 WINDOW AWNING ALL 65,‐70 IMPACT PGT AW‐5540 FL 29701.1 FRANK LIEBLER, ARCHITECT (AR97108) PRODUCT APPROVAL AFFIDAVIT 1. 'ID' as per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank‐ see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code  provisions. WALL LEGEND EXTG REINFORCED CMU WALL DEMO NON BRG INT WALL DESCRIPTIONID SPECS NEW NON BRG INT WALL THICKNESS ON FLOOR PLAN 9" 4.5" 4.5" EXTG NON BRG INT WALL 4.5" 5/8" OR 1/2" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. E-PANEL EXTG REAR PORCH SHUTTERS FL 13757.3 SK S K SK SK S K S K SK SK SK DINING KITCHEN UTILITY BR.1 BA.1 BR.2 BA.2 BA.3 BR.3 BA.4 BA.5 CLST LIVING PORCH GARAGE BAR SK FRONT PORCH HWH SK D1 W1W2 W 3 W5 D4 D2 D 6 D 5 W6 W 7 W 8 W 9 W 1 0 W 1 1 W 1 2 W 1 3 W 1 4 W 1 5 D 3 W 1 0 W 2 .1 W4 REF36Wx24D SWR SWR TUB AHU A H U DW DR WA 8'-9" EXTG CONC PORCH SLAB/FTGEXTG CONC POOL DECK DEMO EXTG 4x4 POSTW/ NEW POST: 6x6 PT REPLACE EXTG ROTTEN 4x10 BEAM W/ NEW BEAM: 5.25"x9.25" LVL 1.9E EXTG ROOF: MOD BIT OVER 5/8" PLY OVER 2x6 @ 24" OC LOADS: RAFTERS +480#, -465# POST +2040#, -1980# CONNECTORS: RAFTER TO NEW BEAM: H2.5A POST TO EXTG FTG: ABU66Z REATTACH EXTG STORM SHUTTER TME & REPLACE 2x6 SUBFASCIA AS NEEDED ATTACH W/ (2) 16D SHORE & REATTACH EXTG ALUM SCREEN ENCLOSURE TME EXTG FLOOR PLAN SCALE: 1/4"= 1'-0" EXTG FLOOR/DEMO PLAN SCALE: 1/16"= 1'-0" REAR PORCH BEAM/POST REPAIR SECTION SCALE: NTS 1 1 1 1 FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE FLOOR PLAN KEYNOTES: 1. WOOD FRAME WALLS AROUND D1, W4.1,W5.1,D4 TO HAVE R19 BATT INSULATION 1 10 /6 /20 fi e l d re v DocuSign Envelope ID: F6855950-24F5-401E-A519-684768EDE36F 10/6/2020 GSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 BR A N D E N B U R G RE S I D E N C E SI N G L E FA M I L Y RE S RE N O V A T I O N 11 6 Qu e e n Ch r i s t i n a Ct , Ft Pi e r c e , FL 34 9 4 9 A-3 elect plan 7/9/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T RELOCATED SWITCH BANK SK S K SK SK S K S K SK SK SK HWH SK RE F 36 Wx 24 D D W AHU A H U RE F 36 Wx 24 D WINE COOL DR WA E 1 E2 E2 E 2 E 1 FA S SS L6 L6 L1 L1 L1 SS E-REF E-REFEXTGE-PANEL E-GDE-DWE-HWH CA B E-MW FL FL S S FL S S L12 S E 1E3 L2 L2 S G-RGE-HOOD S L8 TV & DA T A ELECT PLAN LEGEND E1 E2 E3 E4 E5 E6 E7 E- L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 S EX EXL FL FA JB SD TV 120V DUPLEX RECEPTACLE 120V GFCI DUPLEX RECEPTACLE 120V RECEPTACLE recessed for tv 240V RECEPTACLE 120V GFCI DUPLEX RECEPTACLE w/ water protected box 240V RECEPTACLE- gene backfeed w/ panel lockout 120V RECEPTACLE- floor ELECTRIC FOR LABLED APPLIANCE RECESSED CAN LIGHT FLUSH MOUNT CLG LIGHT FLUSH LED STRIP LIGHT VANITY WALL LIGHT SHOP LIGHT CHANDELIER LIGHT PENDANT LIGHT UNDER CABINET LIGHT EXTERIOR WALL SCONCE WALL MOUNT READING LIGHT EXTERIOR MOTION DETECTOR/FLOOD LIGHT RECESSED CAN LIGHT- wet location RECESSED CAN LIGHT- exterior soffit LIGHT SWITCH EXHAUST FAN- vent to roof if vented soffit, soffit if unvented EXHAUST FAN WITH LIGHT- vent to roof if vented soffit, soffit if unvented FAN/ LIGHT COMBO FAN W/O LIGHT JUNCTION BOX SMOKE/CO2 DETECTOR- interconnected, hardwired w/battery TELEVISION CABLE ELECT PLAN SCALE: 3/16"= 1'-0" ELECT PLAN NOTES: 1. ONLY NEW FIXTURES ADDED OR MODIFIED IN THE SCOPE OF WORK ARE SHOWN. 1. SEE GENERAL NOTES 27 ON GN-1. 2. GFI PER PLAN & GEN NOTE 27.4. INCLUDING ALL RECEPTACLES IN LAUNDRY ROOM, WASHER, DISHWASHER, GARAGE DOOR OPENER. 3. PROVIDE DISCONNECTS FOR WATER HEATER, CU, AHU 4. ALL 120 VOLT BRANCH CIRCUITS SUPPLYING RECEPTACLES INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER , COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(B)). DocuSign Envelope ID: F6855950-24F5-401E-A519-684768EDE36F 10/6/2020 GSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 BR A N D E N B U R G RE S I D E N C E SI N G L E FA M I L Y RE S RE N O V A T I O N 11 6 Qu e e n Ch r i s t i n a Ct , Ft Pi e r c e , FL 34 9 4 9 GN-1 general notes 7/9/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T COMPONENT AND CLADDING LOADS… FROM TABLE FBC R301.2(2) EFFECTIVE WIND AREA (SF) 1 10.0 14.4 ‐34.8 1 20.0 13.7 ‐33.5 1 50.0 12.9 ‐33.5 1 100.0 12.9 ‐32.3 2 10.0 14.4 ‐59.3 2 20.0 13.7 ‐52.9 2 50.0 12.9 ‐43.9 2 100.0 12.9 ‐38.7 3 10.0 14.4 ‐89.0 3 20.0 13.7 ‐73.5 3 50.0 12.9 ‐52.9 3 100.0 12.9 ‐38.7 4 10.0 35.7 ‐38.7 4 20.0 34.1 ‐36.1 4 50.0 31.9 ‐34.8 4 100.0 30.3 ‐32.3 4 500.0 26.6 ‐28.4 5 10.0 35.7 ‐47.7 5 20.0 34.1 ‐43.9 5 50.0 31.9 ‐40.0 5 100.0 30.3 ‐36.1 5 500.0 26.6 ‐28.4 16'x7'30.1 ‐33.5 1.29 adjustment factor used Garage  Door Wall Roof > 0  to 7  degrees ZONE 160 WIND PRESSURES (asd) BASIS OF STRUCTURAL DESIGN:GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ed 2017 FBC: ENERGY CONSERVATION, 6th ed 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS , SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE A REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAY ARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR’S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT , CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT . IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK : 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. __" OR "EL. __" OR "AFF. __”) ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL __" OR "__ NAVD" OR " +X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT . 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLE AT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES /TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST-IN-PLACE CONCRETE 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH: -OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO -COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO -FOOTINGS AND SLAB-ON-GRADE TO BE 3000 PSI CONCRETE MIN UNO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON-GRADE WHICH SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10, ACI 318-14, ACI-315 15.5. ALL REINF SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINF STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL AND THE CONCRETE REINF STEEL INSTITUTE . DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT 15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINF STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN THAT REQUIRED BY ACI318: -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3" -CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2" 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY KEYED, DOWELED OR SAW-CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260 SQUARE FEET. POST-TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON-EXTRUDED PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) 15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS , ETC.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLY ASH CONTENT . 15.12. VERT AND HORIZ REINF SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERT REINF BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. VERT WALL REINF BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. -TIES/STIRRUPS TO START AT A DISTANCE FROM SUPPORT OF 1/2 TIE SPACING 15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. 23. PE TRUSSES: 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY FROM THE ENGINEER AND ARCHITECT. 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUT ARE TO BE DETERMINED BY THE MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS-TO- TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THAT ARE OF INSUFFICIENT CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS 'RAT RUN ' LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. 23.7. PREFABRICATED WOOD TRUSSES , JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR SELF-WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. 23.8. FABRICATOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER ). SPECIALTY ENGINEER MAY SUBMIT PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR APPROVAL. 24. CONNECTORS/FASTENERS: 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION . 24.2. UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH ≥ THE DOCUMENTED UPLIFT VALUE IS ≥ SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EITHER UNLESS SPECIFIED BY ARCHITECT. 26. EXTERIOR DOORS AND WINDOWS: 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S SPECIFICATION/ PRODUCT APPROVAL. 26.2. PT 1x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/3" END. ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"/4" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM ENDS. WEDGE ANCHOR TO BE 1/2" x 6" W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 1/4" x 2.75" TAPCONS STAG @ 24" OC. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS PER FBC R 302.5.1. 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR ≤ 0.4, SHGC ≤ 0.25 26.9. SIZES ARE NOMINAL AND CAN VERY +/- 2" IN SIZE IF EGRESS IS NOT EFFECTED. 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. 27.2. ALL 120V 15A AND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT TYPE. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314. 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. 27.8. PROVIDE POWER RECEPTACLE & LIGHT, WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BY A LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALL/CLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. 33.2. GUARDRAILS AS PER FBC R312. 33.3. STAIRWAY AS PER FBC R311.7. 33.4. MEP SYSTEMS 1'+ BFE, AS PER FBC R322.1.6. 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF ½” PLY OR GWB TO FLOOR-CEILING ASSEMBLIES GREATER THAN 1,000SF AS PER FBC R302.12. 34. FINISHES: 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE 5/8” TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE . GARAGE SEPARATION WALL TO HAVE A MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALL AS PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATH AS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8" STUCCO ON RIBBED LATH. ATTACH TO BOTTOM OF WOOD FRAMING W/ 11GA NAILS W/ 3/8" HEAD @ 6" OC W/ 1-3/4" EMBED INTO WOOD. TYP TRANSITION FROM WOOD TO CONC (I.E. @ GABLE END) TO HAVE A VINYL CONTROL JOINT IN STUCCO. 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER /JOIST/BC. TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER /JOIST/BC W/ (2)16D NAIL. ABBREVIATIONS: AB ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM BC BOTTOM CHORD BLK BLOCK BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL (CONSTRUCTION) JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS CU CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DRYER DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GALV GALVANIZED GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE HDG HOT DIPPED GALVANIZED HORIZ HORIZONTAL HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MEP MECH/ELECT/PLUMB MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MW MICROWAVE NIC NOT IN CONTRACT NTS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL #1 LF LINEAL FOOT OA OVERALL OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLY VINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED R/W RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF SQUARE FOOT SIM SIMILAR SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOP CHORD TME TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VERT VERTICAL VTR VENT THRU ROOF W/ WITH WA WASHER MACHINE WP WATER PROOF WD WOOD WWF WELDED WIRE FABRIC/MESH # POUND OR NUMBER 16. CONCRETE MASONRY: 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530-13/ASCE 5-13/TMS 402-13, "BUILDING CODE REQ FOR MASONRY STRUCTURES", "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES". 16.2. MASONRY STRENGTH (f'm DESIGN) UNO: -BLOCK STRENGTH = 1900, ASTM C90 -MORTAR STRENGTH = 1800, TYPE S -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINF SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. 16.5. REINF BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE, AND TIED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. 16.8. WALL REINFORCEMENT : VERT AND HORIZ REINF SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERT REINF BARS AT CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48” OC. WALL REINF BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 16.9. REINF MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS . USE #6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4” MINIMUM BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, OA LINTEL LENGTH IS +/- AS LONG AS MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER. 16.10. UNO HORIZ JOINT REINF @ 16” OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL CRACKING. 16.11. BOND/TIE BEAMS/LINTELS- CONTINUE REINF BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS, OVER OPENINGS, ACROSS WALL INTERSECTIONS , THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN BOND BEAM ELEVATION. 16.12. ALTERNATE WINDOW SILL: 4"H MIN x 8"W CAST CONC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.2. DOWEL VERT REINF BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME SIZE AND SPACING OF WALL ABOVE. THERE SHALL BE A DOWEL FOR EACH VERT REINF BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINF NOTE 16.8 ABOVE. FOR MISSED EMBEDDED VERT DOWEL, EPOXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE. 17.3. BUILDING SLABS-ON-GRADE TO BE REINF WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6-MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR AT ALL INSIDE 'REENTRANT' CORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINF CONTINUOUS, WITH LAPS AS PER STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS-ON-GRADE. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAY APRON , PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 17.10. RECESS SGD & GARAGE DOOR THRESHOLDS 3/4"- VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 17.11. COLUMN/WALL AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 17.12. SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX. 18. STRUCTURAL STEEL: 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35 KSI). 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE". USE E70XX ELECTRODES UNO. 18.3. ALL STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCHUP COAT OF APPROVED PAINT. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD). 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK GROUT 5000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING : 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS . ALL WALL TRACKS SHALL BE 25 GA. 20. HVAC: 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC, SHALL BE DETERMINED BY A HVAC LICENSED CONTRACTOR . IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY. 20.2. PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S SPECIFICATIONS. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KD 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON-LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. SPLICING FOR MULTI-PLY HEADERS /BEAMS/COLUMNS: -2x4- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x12- 5 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.4. LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS, ETC.: -FABRICATOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER ) -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM-ENDS TO RESIST ROTATION.) 21.5. GLUE-LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE LATEST AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL) CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATED ABOVE. 21.6. LAMINATED LUMBER AND "I" JOISTS AND RAFTERS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC WALL W/ .25” x 3.25” TAPCON @ 16” OC/8" ENDS. FOR INTERIOR BRG WALLS USE 1/4" x 2.75" TAPCON @ 32" OC/8" ENDS. 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. 22. PLYWOOD SHEATHING: 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. 22.2. UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR WALLS AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE. 22.4. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF EAVES/RIDGES/GABLES. 22.5. FOR SUBFLOOR USE 3/4" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE. SPACE FASTENERS 6" FIELD, 6" EDGE. 22.6. FOR ATTIC FLOOR USE 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE. ONLY ALLOWED WHERE TRUSS ENGINEERING SPECIFIES. SOIL BEARING: 2500 psf (assumed) WIND: 160mph (ult), risk cat 2, exp C, wind borne debri region, .18 enclosed design FROST DEPTH: 12" - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHT WEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS ARE AS FOLLOWS: ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 10 PSF TC ROOF WIND LOAD (SEE DRAWINGS) CEILING DEAD LOAD 10 PSF BC WALL WIND LOADS (SEE DRAWINGS) FLOOR DEAD LOADS 15 PSF TC, 5 PSF BC FLOOR LIVE LOADS SEE BELOW FLOOR LIVE LOADS: Uninhabitable attics without storage 10 psf Uninhabitable attics with limited storage 20 psf Habitable attics and attics served with fixed stairs 30 psf Balconies (exterior) and decks 40 psf Fire escapes 40 psf Guardrails and handrails 200 lb Guardrail in-fill components 50 plf Passenger vehicle garages 50 psf Rooms other than sleeping room 40 psf Sleeping rooms 30 psf Stairs 40 psf DocuSign Envelope ID: F6855950-24F5-401E-A519-684768EDE36F 10/6/2020