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HomeMy WebLinkAboutApproved PlansCONCEALED FASTENERS OR ATTACHMEiTa ALL MANUFACTURES LABLES SHOWING ARE pTHE TRESPONSIBILITY OFTHE U NTHPBC NERGYYCODE MUSRS AND SHGC TCE File Copy CONTRACTOR OF REOORD REMAIN ON ALL DOORS AND WINDOWS Copy -R H F F h T I UNTIL INSPECTIONS ARE APPROVED H ri _ I I ®l CMU WALL TO BE REMOVED KITCHEN EXISTING SLIDING GLASS DOOR TO BE i REPLACED SCREEN AND PO EXISTING PORCH FL( go — CMU WALLS, TYP. NG ROOM EXISTING STEP DOWN FROM INTERIOR FINISHED FLOOR ELEVATION - EXISTING SLIDING GLASS DOOR TO BE REMOVED �rJ lot ' ,W y,. ■ EXISTING BATH KIM.. EXISTING STEP DOWN FROM INTERIOR FINISHED FLOOR ELEVATION EXISTING SLIDING GLASS DOOR TO BE REM EXISTING PORCH WI N HALL TO EXISTING BEDROOM EXISTING FLOOR PLAN SCALE: 3/8°= V-0" r �i< / EXISTING FIXED WINDOW TO BE REPLACED SCREENED PORCH AND POOL AREA EXISTING SLIDING GLASS DOOR TO BE REPLACED -,IwS AND ALL PROPOSED WORK ��. �.rc =� _ o� . � uTnINVNION ARE SUBJECT TO ANY CORRECTIONS RFVIFNN �D FOR INIPI,�,acE REPUIRED BY. FIELD INSPECTORS THAT DaTE'' �L GENERAL NOTES: w 'AY BE NECESSARY IN ORDER TO PLa�s `D PERIN11T n1uST BE KEPT ON JOB COMPLYWTiH 411L APPLICOLE CODES.'' c n'® sPECTT®n wu a BE n E. 1. TO BE CONSTRUCTED IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 5TH EDITION, 2014 & ASCE 7-10 2. CONTRACTOR TOVERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH WORK 3. CONTRACTOR TOSTRICTLY ENFORCE ALL OSHA REQUIREMENTS 4. NO DISSIMILAR METALS TO TOUCH 5. ALL WALL DIMENSIONS ARE NOMINAL AND NOT FINISHED WALL OR STUD DIMENSIONS 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 7. ALL LUMBER TO BE USED AS BEAM, RAFTERS, ETC... TO HAVE A MINIMUM 1,400 PSI FIBER STRESS, NO. 1 GRADE OR BETTER — 8. ALL CONCRETE USED FOR SLABS AND FOOTINGS SHALL BE 3000 PSI CONCRETE MIN. WITH FIBER REINFORCEMENT. 9. ALL STEEL TO BE A36, Fu = 58ksi MINIMUM 10. DRYWALL AT CEILINGS SHALL BE LEVELED AND ATTACHED TO BOTTOM CORD OF TRUSSES OR FLOOR JOISTS WITH SCREWS. 11. ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION 12. LICENSED ELECTRICIAN TO PROVIDE PLANS TO ALTER ANY ELECTRICAL ELEMENTS 13. LICENSED HV/AC CONTRACTOR TO PROVIDE PLANS TO ALTER ANY HV/AC ELEMENTS 14. LICENSED PLUMBER TO PROVIDE PLANS TO ALTER ANY PLUMBING ELEMENTS iD 15. ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET OR EXCEED CLASS-C DESIGNATION IN ACCORDANCE WITH ASTM E 84 OR UL 723 PER FLORIDA BUILDING CODE, 5TH EDITION, 2014, CHAPTER 8 "INTERIOR FINISHES" FOR OCCUPANCY GROUP R-2. 16. DRYWALL FASTENERS TO METAL FRAMING SHALL BE NO.6, TYPE S, FINE THREAD DRYWALL BUGLE HEAD SCREWS CONFORMING TO ASTM C1002. SPACING 12" OC MAX TO STUDS AND 16" OC MAX TO STUDS (TYP.) EXISTING SLIDING GLASS DOOR TO BE REMOVED KITCHEN EXISTING INTERIOR FLOOR ELEVATION EXISTING INTERIOR SLAT EXISTING INTERIOR FLOOR ELEVATION EXISTING PORCH FLOOR ELEVATION EXISTING POR /ED EXISTING ELEVATION B-B 001 SCALE: 3/8"= 1'-0" NO DRWN. CHKD. (APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD, DATE REVISION DESCRIPTION www.davisce.com DAVIS CONSULTING & ENGINEERING, LLC D BPD BPD BPD 5/5/17 ISSUED FOR CONSTRUCTION RESIDENCE 801 NE TOWN TERRACE (772) 444-6323 1466 NW SWEETBAY CIR. JENSEN BEACH, FLORIDA 34957 FLORIDACAl 31680 PALM CITY FLORIDA, 34990 REMODELJOB NO. 17054 ------- ---- -- — cFo vo.[ rIai�E: EXISTING PLAN AND ELEVATION M. No. aw. oaawwc suAre 1 0 RECEIVED 0`4 08 7017 R Tl file Copy II 8 nIIIIIIIIIII ®IIIIIIIIIII CMU WALLS, TYP TIE NEW OUTLET INTO EXISTING % OUTLET �— POUR FIBER REINFORCED SLAB (4" 11 IN, I El: -=- EX-ISTING-BATkI MINIMUM) OVER EXISTING 4 2 STEEL PLATE WITH 2x "XI13" A36 S BACKING 1 THRE IDED BTS WI TH I'\ U tIASHERRI AND NITS 3'-1 XI —_ — — -- — — — ` — NEW PGT ALUMINUM IMPACT FIXED II rl- WINDOW, ANCHOR PER PRODUCT RELOCATE EXISTING PAN , l I I I - APPROVAL II -- -- - -_- __j--- T / II FI it II II II II I I'I II II I IC I� --___--__-- --- — II� — REMOVE SLIDING GLASS DOORS IT AND WALLS ABOVE EXISTING SLAB ` 0 II ? II z U ¢ z NEW FAN 00 Q — - LLI it II I g = II J 51 KITCHEN LL I I I'�"� _.- <no 11 co Mo-II D 6 1 Lu- II , — ' '- QI I11 _ - _ -- $ qDo TC.0 I � I TIE IN NEW DOWN LIGHTS TO EXISTING CAN WIRING I d II��I� TIE NEW OUTLET INTO EXISTING OUTLET II LI O9 11 11 CT FALL TO XISTIN IBEDRO6M IT NEW FLOOR PLAN 1 EXISTING HIP AND JACK TRUSSES --- 4 TO REMAIN - --------- NEW PGT ALUMINUM IMPACT SLIDING GLASS DOOR ANCHOR PER PRODUCT APPROVAL SCREENED PORCH AND POOL AREA POUR PORCH FLOOR UP TO MATCH EXISTING INTERIOR FLOOR ELEVATION Of O O cl U) Oof OQ Q Z< LUO 0Of LLIwo_ �°' Q �Q Q U + a ::) 20 ACV Of 00 z_ �w J Q X �O C7 = aU z Q F- W z GENERAL NOTES: ELEC LEGEND DUPLEX RECPT ® 220V RECPT SPLIT RECEIPT SINGLE POLE SWITCH t3 THREE WAY SWITCH t4 FOUR WAY SWITCH NL UNSWITCHED NIGHT LIGHT d TELEPHONE SMOKE DETECTOR ®CO SMOKE/CO DETECTOR ® RECESSED CAN LIGHT PENDANT LIGHT WALL MOUNTED SCONCE COMBO EXIT LIGHT & EMERG LIGHT ® EXHAUST FAN �] LOCAL DISCONNECT ❑S SPEAKER © TELEVISION ANTENNA CONNECTION UNDER CABINET LIGHTING CABINET LIGHTS WITH LOW VOLTAGE STUB OUTS 2' x 4' LAY 2 TUBE FLUOR FIXTURE CEILING FAN WITH LIGHT OAC COND EXISTING TRUSSES/BEAM TO REMAIN 1 7- - FIELD FIT 2x BACKING M \ EXISTING HIP AND �I JACK TRUSSES TO ip REMAIN a"X13" A36 STEEL PLATE WITH 2x BACKING 2' ITHREADED BOLTS WITH WASHERS AND NUTS, BOLTS LONG ENOUGH TO REACH FAR SIDE OFI EXISTING BEAM/TIRUSS I I II II II II II II II II II I II NEW ELEVATION C-C - - REMOVE SLIDING GLASS DOORS AND WALLS KITCHEN EXISTING INTERIOR FLOOR ELEVATION HA. x FIELD VERIFY LENGTH DUITED, A 307 (601 1 BEADED BOLTS PER PATTERN DWN WITH WASHERS AND NUTS WALL TO BE REMOVED POUR PORCH FLOOR UP TO MATCH EXISTING INTERIOR FLOOR ELEVATI( EXISTING PORCH FLOOR ELEVATION EXISTING PORCH SLAB � 1. TO BE CONSTRUCTED IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 5TH EDITION, 2014 & ASCE 7-10 2. CONTRACTOR TO VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH WORK 3. CONTRACTOR TO STRICTLY ENFORCE ALL OSHA REQUIREMENTS 4. NO DISSIMILAR METALS TO TOUCH 5. ALL WALL DIMENSIONS ARE NOMINAL AND NOT FINISHED WALL OR STUD DIMENSIONS 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 7. ALL LUMBER TO BE USED AS BEAM, RAFTERS, ETC... TO HAVE A MINIMUM 1,400 PSI FIBER STRESS, NO. 1 GRADE OR BETTER 8. ALL CONCRETE USED FOR SLABS AND FOOTINGS SHALL BE 3000 PSI CONCRETE MIN. WITH FIBER REINFORCEMENT. 9. STEEL REINFORCEMENT TO BE GRADE 60 MIN. WITH 3" MIN. EDGE DISTANCE TYP. 10. ALL STEEL PLATE TO BE A36, I = 58l MINIMUM 11. DRYWALL AT CEILINGS SHALL BE LEVELED AND ATTACHED TO BOTTOM CORD OF TRUSSES OR FLOOR JOISTS WITH SCREWS. 12. ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION 13. LICENSED ELECTRICIAN TO PROVIDE PLANS TO ALTER ANY ELECTRICAL ELEMENTS 14. LICENSED HVIAC CONTRACTOR TO PROVIDE PLANS TO ALTER ANY HVIAC ELEMENTS 15. LICENSED PLUMBER TO PROVIDE PLANS TO ALTER ANY PLUMBING ELEMENTS 16. ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET OR EXCEED CLASS-C DESIGNATION IN ACCORDANCE WITH ASTM 184 OR UL 723 PER FLORIDA BUILDING CODE, 5TH EDITION, 2014, CHAPTER 8 "INTERIOR FINISHES" FOR OCCUPANCY GROUP R-2. 17. DRYWALL FASTENERS TO METAL FRAMING SHALL BE N0.6, TYPE S, FINE THREAD DRYWALL BUGLE HEAD SCREWS CONFORMING TO ASTM C1002. SPACING 12" OC MAX TO STUDS AND 16" OC MAX TO STUDS (TYP.) NEW ELEVATION D-D 0. E OF i �'"S, SAO N A �NG``�� 0 0 f,�IU No.' DRWN. CHKD, APPVD.1 DATE REVISION DESCRIPTION NO. DR'eVN.i CHKD. APPVD, DATE REVISION DESCRIPTION % — DRWN. CHKD, APPVD. DATE REVISION DESCRIPTION - -_— T ------ ------ SAMETH RESIDENCE 1466 NWSWEETBAY CIR. PALM CITY FLORIDA, 34990 www.davisce.com DAVIS CONSULTING & ENGINEERING, LLC 801 NE TOWN TERRACE 772444-637.3 c A 1 JEIKEN BENCH, FLORIDA 3495; FLORIDA „A# 31680 BN 17055 REMODEL NEW PLAN AND ELEVATION ''"'C N0 002 1 1 BPD BPD BPD BPD BPD BPD 5/5/17 5J171Y7 ISSUEDPORCONSTRUCTION REVISED PER COMMENTS FOR CLARITY - ---- -- -- -- l - - - UDIUMIt DRA619 SCALE'.. File COPY _ N � H GENERAL NOTES: 1. TO BE CONSTRUCTED IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 5TH EDITION, 2014 & ASCE 7-10 2. CONTRACTOR TO VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH WORK 3. CONTRACTOR TO STRICTLY ENFORCE ALL OSHA REQUIREMENTS - F.B.C. WIND LOAD: FLORIDA BUILDING CODE RESIDENTIAL: 5TH EDITION AND ASCE 7-10 FOR WIND LOADING BUILDING DESIGN IS: ENCLOSED RISK CATEGORY: II WIND SPEED: 160 ULTIMATE A\ MEAN ROOF HEIGHT: 19'-0" ROOF PITCH: 5:12 INTERNAL PRESSURE COEFFICIENT: +/- 0.18 SUBJECTIVITY TO DAMAGE FROM WEATHERING: MEDIUM TERMITES: N/A WIDTH OF ROOF END ZONE: 3' WIND EXPOSURE CLASSIFICATION: C ADJUSTMENT FACTOR FOR EXPOSURE HEIGHT USING ALLOWABLE STRESS DESIGN AND LOAD COMBINATION PER ASCE 7-10 SECTION 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL EXPOSURE HEIGHT ADJUSTMENT FACTOR: 1.25 X LOAD COMBO FACTOR 0.6 = 0.77 APPLIED BELOW COMPONENTS AND CLADDING WIND PRESSURE (NET): - ROOF ZONE: 1. +20.5 / -32.6 PSF - ROOF ZONE: 2. +20.5 / -56.8 PSF - ROOF ZONE: 3. +20.5 / -84.0 PSF COMPONENTS AND CLADDING WALL END ZONE WIDTH: 3'-0" COMPONENTS AND CLADDING WIND PRESSURE (NET): - WALL ZONE: 4. +35.7 / -38.7 PSF - WALL ZONE: 5. +35.7 / -47.76 PSF COMPONENTS AND CLADDING WIND PRESSURE (NET) ON GARAGE DOOR: N/A SHEAR WALLS CONSIDERED FOR STRUCTURE: N/A CONTINUOUS LOAD PATH PROVIDED: YES ARE COMPONENTS AND CLADDING DETAILS PROVIDED: YES MINIMUM SOIL BEARING PRESSURE: 2500 PSF. PRESUMPTIVE: YES THIS BUILDING SHALL HAVE THE FOLLOWING: APPROVED SHUTTERS: IMPACT GLASS:X BOTH: NEITHER: .*I a _ I M11111157aff—M] may, AIM It y! 1 i . Hir) RI 0 f (" 70' Eind r . Roofs - Zone 2 / Walls - Zone 5 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING NOA/FL TEST MAXIMUM DESIGN TYPE NUMBER PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD EXPIRATION PRESSURE OF DATE/STATUS APPROVED TESTS #14 410 SS SCREW INTO ALUMINUM CLOLUMN 3/8"/0,063" NOA 16- FIXED 1-1/16" EDGE DISTANCE/EMBEDMENT MIN./ 1/4" STEEL ULTRACON WINDOW 0629.14 WINDOW PW720 PGT LAM/LOW E INTO CONCRETE 1"/ 1 -3/4" EDGE DISTANCE/EMBEDMENT 2/19/19 +/- 80 MIN., SPACING PER PRODUCT APPROVAL #12 410 SS SCREW INTO ALUMINUM CLOLUMN 3/8"/0.063" EDGE DISTANCE/EMBEDMENT MIND 1/4" ELCO 410 S.S. DOOR NOA 16- SLIDING SGD770 PGT 1" LIG/LOW E CRETEFLEX INTO CONCRETE/CMU V/1-3/4" EDGE 2/17/20 +46.7/-60.0 0629.06 GLASS DOOR DISTANCE/EMBEDMENT MIN., SPACING PER PRODUCT APPROVAL ALL PRODUCT TESTING BY: MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE / PRODUCT CONTROL DIVISION I HAVE REVIEWED THE ABOVE AND APPROVED IT BY MY SEAL BELOW. (ENGINEER OF RECORD) e, ° -ATE REVISION DESCRIPTION N0, DR0. CRKl APPVD. DATE REVISION DESCRIPTION ww^w.dcvisce.corn o IIBPD BPID \ PD °5„`7 ISSUED FOR CONSTRUCTION REVISION D s,.RIPTIov o DRw .l DAVIS CONSULTING & ENGINEERING, LLC cF�� rP - - - - ----- - SAMETH RESIDENCE 801 NE town TERRACE (/iz) da4 612; - - - - - - - -- -__ -_ _- - -_ _---- - -- -- ----- - PALM CITY WEETBAY CIR. JC*asEri o1�cl'' WIND LOAD9AND noPID I:A# 5 080 1466 NW - - - - - FLORID 17055 - --- � PRODUCT APPROVAL 003 0