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HomeMy WebLinkAboutPLANS16 Fig. COpY mw �t D. z� REMOVE AND REPLACE ALL m EXISTING GUTTERS AND a DOWNSPOUTS w3 � Z rD �0 NZ �O 2 to 11-- ZQ �a \\qa� 0 \OO�g O 0 D WOO zz ww Qw �wwwu)0 Z w N 5 EXISTING DRIVEWAY UNPAVED DRIVEWAY GARAGE 15 0�: 3�� o0 10 aw�w� 13 19 5 PORCH �a� TYP 20'-0" 1 1 1 < 12 m ;,a y 9 ` 18 TYP 4 w CIO wN 1 iETZ0�0, W D TYP 5 sn 1 1 gc 1 EXISTING P TYP 2 3 8' 0' a� ELECTRIC o s =g cr METER m " OOO s ' s z 0 2 3 8 00 LAUNDRY o DINING N� � 1 KITCHEN 2 3 ROOM 4 Q s c�i W ,Q 6'-10" 5 SHEET KEYNOTES: ® z 0 11 -10 13 6 " Oi REMOVE EXISTING WALLS,WALL FINISHES, /� TYP AND TRIM, O2 REMOVE EXISTING FLOOR FINISH. /O--�� REMOVE EXISTING CEILING FINISH. \4/ REMOVE EXISTING WINDOW AND PANEL ABOVE AT ENCLOSED PORCH. O5 REMOVE EXISTING DOOR. © REMOVE ALL REMAINING SINKS, VANITIES, TOILETS AND TUBS. O REMOVE ENTIRE CHIMNEY. SEE STRUCTURAL DRAWINGS. ® REMOVE ALL REMAINING CABINETS, COUNTERTOPS, AND APPLIANCES. O9 REMOVE EXISTING ELECTRICAL PANEL & METER. 10 REMOVE ENTIRE ROOF COVERING & FRAMING AT PORCH. SEE SHEET A-6, 11 EXISTING DOOR TO REMAIN. REFINISH WHERE POSSIBLE. 1© REMOVE EXISTING WATER HEATER. 13 REMOVE EXISTING ROOF SYSTEM. 14 REMOVE INTERIOR AND EXTERIOR WALL FINISHES AND ALL WALL FRAMING AT PORCH. 15 REMOVE BLOCK AT REAR OF GARAGE TO ACHIEVE A SECOND 9 x 7 GARAGE DOOR OPENING 16 REMOVE EXISTING WINDOW 17 EXISTING CONCRETE SLAB TO REMAIN 18 EXISTING WOOD COLUMN TO REMAIN REMOVE EXISTING DETERIORATED OUTLOOKERS, SOFFIT AND FASCIA. SEE SHEET A-6. 20 REMOVE DETERIORATED PERIMETER FRAMING SHEATHING & STUCCO EXISTING FIRST FLOOR PLAN DEMO A"S,,SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 AI 1 N %%\\ z 0 a a u w q d q z 0 S W a .N QI I --I U� U 0' z I --I L/1 W DATE DESIGNED GMW 05- 1 2- 17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 3/8" =1' SCALE Aml LD (D4-/ 1 1 1 P 10'-10" BATH np CLO 13'-64" io 1 io cl TYP BEDROOM 5 1 BEDROOM 2 2 3 2 3 0 O CLO TMP 1 1 /7�pl 1 4 3'-9" TYP CLO in CLO LO 9'-118" 4'-4" d1 HALLWAY 1131 1 14LJ- TYP 13'-61" ❑ li 1 1 TYP N BEDROOM 1 0 2 3 2 3 Xi 00 BEDROOM 4 1 1 1 TYP TYP TYP TYP 1 13'-0" 5'-1" TYP 1 �o EXISTING SEC DEMO 3/811=1' SCALE NOTE: ALL DIMENSI❑NS ARE SHEET KEYNOTES: O1 REMOVE EXISTING WALL FINISHES AND TRIM. 0 REMOVE EXISTING FLOOR FINISH. O3 REMOVE EXISTING CEILING FINISH. ® REMOVE EXISTING WINDOW AND PANEL ABOVE AT ENCLOSED PORCH. OS REMOVE EXISTING DOOR. © REMOVE ALL REMAINING SINKS, VANITIES, TOILETS AND TUBS. O REMOVE ENTIRE CHIMNEY. SEE STRUCTURAL DRAWINGS. ® REMOVE ALL REMAINING CABINETS, COUNTERTOPS, AND APPLIANCES. O9 REMOVE EXISTING ELECTRICAL PANEL 1® REMOVE DETERIORATED ROOF FRAMING. SEE STRUCTURAL DRAWINGS. 1© EXISTING DOOR TO REMAIN. REFINISH WHERE POSSIBLE. Q REMOVE EXISTING WATER HEATER. 1® REMOVE EXISTING ROOF SYSTEM ABOVE GARAGE. 1� REMOVE PORTION OF EXISTING WALL. PRIOR TO REMOVAL FIELD VEFIRY THIS WALL IS NON -LOAD BEARING. 15 EXISTING WOOD COLUMN TO REMAIN 16 REMOVE WALL BELOW WINDOWS FOR NEW FRENCH DOORS. i akhm.SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE # 66080 / _ Y z 0 F u w q ca z 0 5 W a /Aa .N 00 a U� U U FW-, N V� DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 "wo SUMMIT DESIGN & FORENSICS, INC. DOOR SCHEDULE MARK STYLE DOOR NOTES WD HGT 1❑ OVERHEAD 7' -0' x9' -0' 2❑ SINGLE 3068 Match Existing Weatherstripping and Threshold 03 SINGLE 2868 HOLLOW CORE-6 PNL. ® POCKET 2868 HOLLOW CORE-6 PNL. 5❑ BI FOLD 3068 HOLLOW CORE-6 PNL © POCKET 5068 HOLLOW CORE-6 PNL 7❑ FRENCH 3068 FROSTED GLASS ® SINGLE 1868 HOLLOW CORE-6 PNL ® FRENCH 3068 SOLID CORE -GLASS PNL. i6 \ B''0" 31 ENCLOSED ti�N PORCH100 o) 4 18 \ /10 19 16 16 31 17 TYP)01 ARE +- PROPOSED FIRST FLOOR PLAN 8"=1' SCALE m GENERAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO 2017 FLORIDA BUILDING CODE RESIDENTIAL ALONG WITH AMENDMENTS AND LOCAL CODES. ALL ELECTRICAL TO CONFORM TO 2014 NEC. 2. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ORDERING MATERIALS. 3. INSTALL ALL MATERIALS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 4. REMOVE HAZARDOUS MATERIALS IF THEY EXIST PER LOCAL, OSHA AND EPA STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE WHICH, IF ANY MATERIALS ARE HAZARDOUS PROIR TO REMOVAL. 5. INSTALL REPLACEMENT DOORS AND WINDOWS PER PRODUCT NOA OR FLORIDA PRODUCT APPROVAL. SHEET KEYNOTES Ol NEW REPLACEMENT WINDOW IN EXISTING OPENING. SEE SCHEDULE. O NEW REPLACEMENT DOOR IN EXISTING OR NEW OPENING. SEE SCHEDULE. O NEW R19 FIBERGLASS BATT INSULATION AT EXTERIOR WALLS W/NEW 1/2" GYP BOARD AND TRIM. PROVIDE WATER RESISTANT WALL BOARD AND CEMENT BOARD BEHIND TILE WALL FINISH IN BATHROOMS. TEXTURE WALLS AS REQUIRED (BY OWNER). ® NEW FLOOR FINISH. O NEW R30 FIBERGLASS FACED BATT INSULATION AT ATTIC AND 5/8" GYPSUM BOARD CEILING. TEXTURE CEILING 21 AS REQUIRED (BY OWNER). © NEW CONDENSING UNITS. SEE MECHANICAL DRAWINGS FOR DETAILS. PROVIDE NEW 4" THICK CONCRETE PAD. O NEW ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR DETAILS. ® NEW HOT WATER HEATER (ELECTRIC). 9O NEW BOLLARD. 10 NEW ROOF FRAMING. SEE SHEET A-6. 11 NEW PLYWOOD ROOF SHEATHING (THICKNESS TO MATCH EXISTING. 5/8" MIN.) 12 NEW VANITY, SINK, TOILET, FIXTURES AND SHOWER (PROVIDE CURB W/SHOWER PAN), TILE FINISH OR TUB. O3 NEW CABINET, COUNTER AND APPLIANCES. ® NEW 2 x WALL FRAMING SPACED @ 1'-4" O.C. Q5 NEW 2 x FLOOR FRAMING INFILL AT REMOVED CHIMNEY. O6 NEW SCREEN AND ALUMINUM FRAME. Q NEW PLASTER WALL FINISH TO MATCH EXISTING. 0 NEW PLASTER CEILING FINISH ON HIGH RIB LATH TO MATCH EXISTING. 19 NEW ROOFING SYSTEM ABOVE. 20 REFINISHED EX. DOOR. ©1 NEW WALL FRAMING. SEE SHEET A-5. 0 NEW STUCCO EXTERIOR FINISH TO MATCH EXISTING 0 NEW FASCIA, SOFFIT AND OUTLOOKERS. SEE SHEET A-6. 24 NEW 8X16 MASONRY W/(2) #5 25 NEW 4" THICK GARAGE ENTRY SLAB WITH 6X6/1.4X1.4 WWF © NEW GARAGE DOOR OPENERS 20 NEW MODIFIED BITUMEN ROOF SYSTEM OVER TAPERED INSULATION 2® NEW 8" THICK X 8" WIDE THICKENED EDGE W/(1) #5 29 EXISTING WOOD COLUMN 30 NEW P.T. WOOD FRAMING, SHEATHING AND STUCCO/LATH FINISH AT DETERIORATED AREAS TO MATCH EXISTING. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 ���J�>dIIII Ik14 i+,5t z 0 a z U W q Q z 0 5 w a .N 00 QI U U U Fw-I Q i-� 0 L/1 w DATE DESIGNED GMW 05- 12- 1 7 DRAWN GMW 05-12-17 CHECKED JOB NO, 2017-094 A=3 0 NEW DOWNSPOUT 32 NEW FLOOR OUTLETS POSITION TO BE DETERMINED BY OWNER. POSITION AT OUTSIDE OF DESK. „�'A,SUMMIT DESIGN & FORENSICS, INC. u \v- O 2'-104” 0 22 3 10'-10� TYP 13'-61" TYP BEDROOM ® CLO 5,-1" ol 4 2 a td -u'D B THROOM �i 3 21- TYP4 5 2 ART ROOM 1 O � 4 5 4 8 2 4 5 ❑ ❑3 3 2 3 3 ❑TYP zo `-� 20 14 21 3 ❑ _ TYP 3 WASH/ W.I.C. N ' � DRYER 9'-3" ch 2 o 4 5 21 EEEEHEJ ON HALLWAY a 2 20 MASTER BEDROOM 0 13'-6 11 `T \)Zl 31 — 0 iv �9 i 3 7 4 5 N 3 00 23 14 20 4 5 TY 4 5 12 O MASTER BATHROOM O ® 97 ® O O 1 0 TYP 1 2 TYP NOTE: ALL DIMENSI❑NS ARE PROPOSED SECOND FLOOR PLAN "=1' SCALE SHEET KEYNOTES Oi NEW FRENCH DOOR IN EXISTING WINDOW OPENING. SEE SCHEDULE. O2 NEW REPLACEMENT DOOR IN EXISTING OPENING. SEE SCHEDULE. O3 NEW R19 FIBERGLASS BATT INSULATION AT EXTERIOR WALLS W/NEW 1/2" GYP BOARD AND TRIM. PROVIDE WATER RESISTANT WALL BOARD AND CEMENT BOARD BEHIND TILE WALL FINISH IN BATHROOMS. TEXTURE WALLS AS REQUIRED (BY OWNER). ® NEW FLOOR FINISH. O NEW R30 FIBERGLASS FACED BATT INSULATION AT ATTIC AND 5/8" GYPSUM BOARD CEILING. TEXTURE CEILING AS REQUIRED (BY OWNER). © NEW CONDENSING UNIT. SEE MECHANICAL DRAWINGS FOR DETAILS. PROVIDE NEW 4" THICK CONCRETE PAD. O NEW ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR DETAILS. © NEW HOT WATER HEATER (ELECTRIC). O9 NEW BOLLARD. 10 NEW ROOF FRAMING. SEE STRUCTURAL DRAWINGS. 11 NEW SOFFIT FOR MECHANICAL DUCTS. 12 NEW VANITY, SINK, TOILET, FIXTURES AND SHOWER (PROVIDE CURB W/SHOWER PAN), TILE FINISH OR TUB. 1© NEW CABINET, COUNTER AND APPLIANCES. Q4 NEW 2 x WALL FRAMING SPACED @ l'-4" O.C. ® NEW SCREEN AND ALUMINUM FRAME. e7 NEW PLASTER WALL FINISH. ® NEW PLASTER CEILING FINISH. O9 NEW ROOFING SYSTEM ABOVE. ®0 REFINISHED EX. DOOR. 21 WALL TO BE RELOCATED TO ALLOW FOR A STACK WASHER/DRYER SET TO BE PLACED INSIDE 2Z EXISTING WOOD COLUMN NEW TILE SURROUND WITH CURB AND SHOWER PAN 24 NEW WATERPROOF BALCONY W/TILE FLOOR 25 NEW PARAPET WALL © NEW RAILING (STYLE BY OWNER) 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 H z 0 � o W V u z w Q e w Q z z Q co N a N N z 0 w a .N oc � 0 M QI U U U o� DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017094- A-4 II PORCH ROOF FRAMING PLAN Z"=1' SCALE NEW (2) LEDGER (2) NO. 12X3" WOOD' SCREWS SPACED @ 4" O.C. NO. 12X3" WOOD SCREWS - SPACED @ EACH STUD DETAIL C. 1"=1' SCALE (3) NO. 12X3" WOOD SCREWS SPACED @ 4" O.C. 2x10 JOIST SPACED @ V-4" O.C. SIMPSON LUS210 W/(8) 10D TO LEDGER & (4) 10D TO JOIST }" PLYWOOD FASTENED WITH 8d SPA. @ 4" O.C. NEW 2X6 STUDS SPACED @ i'-4" O.C. NEW 3/4" T&G PLYWOOD FASTENED W/10d RING SHANK NAILS SPACED AT 4" O.C. & GLUED TERMINATION B` COUNTER FLASK 2x10 JOIS @ 1'-4" O. EXISTING WALL FRAMING as=s�ea�P SIMPSON META18 W/(14) 10d NAILS LL (3)2x8 HEADER EACH SIDE (TYP) WITH PLYWOOD FILLERS FASTEN TO EXISTING WITH (2)-NO. 12 x 3" LNG, WOOD SCREWS SPA. @ 8" O.C. '(2)2x6 JACK & EXISTING KING STUDS WALL (TYP.) FRAMING T.O. PARAPET h +J- (2)-2x6 TOP PLATE 2X10 JOIST SPA. @ V-4" O.C. BEYOND FASTENED TO EACH STUD WITH (6)-NO. 12x3" WOOD SCREWS. (TYP) 2x6 BLOCKING MID -HEIGHT 2x6 SPA. @ V-4" O.C. (TYP) 1/2" PLYWOOD SHEATHING. FASTEN W/ 8d NAILS SPA. @ 4" O.C. 2x6 P.T. BOTTOM PLATE • . ..I d 4. n �4' • 4 d ° 04. EXPANS-fON ANCHOR. ° < • '° < 4 4 ��ACEb'@. 2'4"' Q!C4. (6" A. a a SIP]PSON'S%' •EMBEDM@IWT).W/N T•Aa'D ..4 " ' 4 W/(� 10�X1='Ita PLATE WASHER P) d. ° M • 4 4 • 4 a 4 • °, 4 a .. Q• 4 d 4 a. VIEW A 4"=1' SCALE "TUCCO CAP (2) 2X6 X6 BLOCKING 9) 16D NAILS GENERAL STRUCTURAL NOTES: EX. FOOTING H GR/ 1/2" CEMENT BOARD — FASTENED #10 x 3" SCREWS SPA. @ 4" O.C. 3/4" T&G PLYWOOD FASTENED W/10D RING SHANK NAILS SPACED @ 4" O.C. & GLUED NEW (BY OWNER) SECOND — FLOOR RAILING MIN. HEIGHT 42" FROM TOP OF NEW DECK SIKALASTIC-624 WP WATERPROOFING SYSTEM, p INSTALL PER MANUFACTURER'S A - SPECIFICATIONS TO ACHIEVE A 20 YEAR WARRANTY. T.O. PARAPET RUN ROOF - COATING SYSTEM UP PARAPET CANT STRIP 1 +11'-4" +/- \— (2)-2x6 TOP PLATE WALL FLASHING TILE FLOOR FLASHING SYSTEM 1 A-5 2x10 JOIST L J SPACED @ NEW (2) PLASTER 1'-4" O.C. 2X10 CEILING FINISH LEDGER ON HIGH RIB 2x RIPPED TO CREATE LATH SLOPE. FASTEN TO 2X10 W/ #10 SCREWS SPA. @ SIMPSON LUS210 W/(8) 4" O.C. (2" MIN. 10D TO LEDGER & (4) 10D EMBEDMENT) TO JOIST STUCCO/LATH OVER(2)LAYERS BUILDING PAPER (TEXTURE AND ACCENTS TO MATCH EXISTING) 2X6 BLOCKING @ MID HEIGHT EXISTING WALL FRAMING EX. CRAWL SPACE GENERAL: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE ALONG WITH AMMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND RESTRICTIONS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SHORE EXISTING STRUCTURE AS REQUIRED. SHORING DESIGN BY OTHERS. LOADINGS: L/2" PLYWOOD SHEATHING :ASTENED W/8D NAILS ROOF LOADS: SPACED AT 4" O.C. LIVE LOAD: 20 PSF !X6 STUDS @ 16" O.C. DEAD LOAD: 20 PSF BALCONY LOADS: LIVE LOAD: 40 PSF DEAD LOAD: 30 PSF WIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18 5/8" EXPANSION ANCHOR SPACED @ 2'-8" Q.C. (6" EMBEDMENT) W/NUT AND PLATE WASHER (TYP) NEW FLOORING SECTION B 4" =1' SCALE 2X6 STUDS @ 16' O.C. 1/2" PLYWOOD SHEATHING FASTENED W/8D NAILS SPACED AT 4" O.C. 2X6 P.T. T.O. SLAB + - EX. FOOTING GRADE CONCRETE/MASONRY: CONCRETE & MASONRY SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION. REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION. CAST -IN -PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. GROUT & MASONRY SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. REINFORCING BARS SHALL LAP A MINIMUM OF 48 BAR DIAMETERS. WOOD: FRAMING SHALL BE SOUTHERN PINE NO. 2 OR BETTER. SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD_ SUITE 203 PORT SAINT LUCIE FL'34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 gY 4 Gam,. z 0 a U w Q Q z 0 5 W F4 .N Cn M w U� _U � x DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 A=5 DETAIL D. 1"=1' SCALE NEW MODIFIED BITUMEN ROOF SYSTEM ON TAPERED EXISTING BOND BEAM NEW FASCIA NEW DRIP INSULATION ON EXISTING ROOF EDGE DECKING OR NEW SHEATHING NEW CAST-CRET-CRETE LINTEL I I I I I I NEW OPENING I I I I I I 4 NEW 8"X V-4" MASONRY ^ I I I I EXISTING PAINTED MASONRY WALL W/(2) #5 FULL HEIGHT CENTERED IN WALL (EACH SIDE). TOOTH i I I I I I NEW MASONRY INTO EXISTING. I I I I 91-0" I I d d d a d d..a d n d d' d e d G d d V d d d' C EPDXY REINFORCING INTO EXISTING FOOTING AND BOND BEAM EXISTING FOOTING 1 VIEW A -( i"=1' SCALE ----------- =rrTr n=rr-_rT=T - __ - __-- _ — _� - __ -- __-_� II III II II II II II II II II III it II II II II II II IF=====____� I I I I I I I I I I I I I I II II III II II II II II II II I I I — 2 A-6 II NEW 8"X16" MASONRY II W/(2) #5 (TYP) I�—=-- I I I I DEMO EXTERIOR WALL IC ---- FOR NEW 7'x9' GARAGE II DOOR OPENING NEW 8F16-lT/iB— CAST-CRETE LINTEL I I I I I I I I I I I I I I I I I I IF==== I I REMOVE DETERIORATED FRAMING AND INSTALL NEW 2X6 OUTLOOKER I SPACED @ V-4" O.C. II I I REMOVE DETERIORATED RAFTERS AND INSTALL NEW 2X6 SPACED AT 8" I D.C. (TYP.) II I I IC --- I I I I REMOVE AND — REPLACE DETERIORATED II FASCIA & SOFFIT II AS REQUIRED TO _--- MATCH EXISTING I I II ---- II II II II II II II II II II II III II II II II II ==�11 II II II II II III II II II II II III II II II II II — II II II II I II III II I II II II III I I I I I I I I I III II II II II II II III II II II II II II =_�II II II II II II II — II II II II II II II III II II II II II II III II II II II II II ==�11 II II II II II II III II II II II II II III II II II II II II III II II II II II II ==�11 II II II II II II III II II II II II II III II II II II II II ==�11 II II II II II II III II II II II II II III II II II II II II III II II II II II II ==�11 II II II II II II III II II II II II II III II II II II II II NEW ( 2x6 EXISTI REMAIf ARACE 4 BEAM I O EX. 2X6 SPACE O.C. (TO u.N.o.) FTER 1'-4" REMAI ISTIN R EMAIN COLUMN — 0 _ —_ _ O III II II II II II I III II II II II II I III II II II II II II III II II II II II II _ II II II II II II II --�II II II II II II II II II II II II II III II II II II II III II II II II II II III II II II II II II =_�II II II II II II II — II II II II II II II III II II II II II II III II I II II II II ( I PSON P.) Q.5 RE -NAIL DECKIP113 SPA. @ ALL WITH " O.C. _ III II II II II II II II III I II II II II II II III II II II II II II II _ III II II II II II II LLJ1_JLL �_JJ--LL ----==----- --=-------------- ---- REMOVE DETERIORATED ' DECKING AND INSTALL NEW PLYWOOD (THICKNESS TO MACCH EXISTING 5/8" MIN.) NAILS SPACED H 8d RING SHANK GARAGE ROOF FRAMING PLAN NAILS SPACED AT 4" O.C. z"=1' SCALE I I II I I u I I I l I II I I I it I I I I I I I I II II I EXISTING HOME NOTE: SHORE EXISTING STRUCTURE AS REQUIRED PRIOR TO REMOVAL, SHORING DESIGN BY OTHERS. NEW DRIP NEW FASCIA NEW 2X6 OUTLOOKEI SPACED @ V-4" O.C. NEW SOFFIT—,' SYSTEM TO MATCH EXISTING SIMPSON HTSM16 —/ W/(8) 10d X 1-1/2" TO RAFTER & (4) 1/4" X 2-1/4" TITEN 2 TO MASONRY EXISTING CONCRETE SLAB NEW TAPERED INSULATION (1-1/2" MIN. THICKNESS) NEW MODIFIED BITUMEN ROOF SYSTEM NEW PLYWOOOD TO MATCH EXISTING 2X6 RAFTER NEW 2X4 SECTIO N1 1"=1' SCALE NEW DRIP EDGE ti NEW FASCIA TO MATCH EXISTING NEW SOFFIT TO MATCH EXISTING EXISTING 2X8 WOOD PLATE (SHIM RAFTER AS REQUIRED) EXISTING MASONRY WALL EXISTING FOUNDATION NEW MODIFIED BITUMEN NEW TAPERED INSULATION ROOF SYSTEM NEW 2X NEW PLYWOOD (THICKNESS (MIN. THICKNESS 1-1/2") TO MATCH EXISTING) / NEW (RI 2X6 NEW 2X8 SIMPSON LUS28 W/(6) 10d WOOD PLATE TO RAFTER & (4) 10d TO OUTLOOKER SIMPSON HTSM16 W/(8) EX. MASONRY l0dXl-1/2" TO RAFTER & WALL (4) 1/4"X2-1/4" TITEN 2 TO MASONRY TO OUTLOOKER SECTION 2 1"=1' SCALE 2X6 RAFTER ,,46UMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 z 0 a u w Q a Q z 0 w x .N wH� I --I U 0 x 41 DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 A=6 ,,46UMMIT DESIGN & FORENSICS, INC. PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures FL 17499.2 S.H. Windows 185 SH MI Windows and Doors Impact 3/16" x 1 1/4" min embedment Tapcons at 3"/ 8"o.c. SEE ELEV. +/— 55.0 FL#: 15225.3 Double or Swing Single Door W/ Fiberclassic Thermo Tru Impact „ „ 1 /4 x 1 1 /4 min embedment Q 6 /14 O.C. See Wind Pressure +/— 47.0 Glazed Panels Table FL#: 5684.1 Overhead Door W8 09 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Wind Pressure Table +54 / —60 Polyglass SIBS and APP FL#: 1654.1 Roofing System Above Garage Modified Bitumen Roof Polyglass See attached product approval and installation instruction +N/A/— 622.5 Systems fasten lath to mtl w/ (2)11 gauge roofing nails, 1-1/2" NOA# 14-1204.05 STUCCO SOFFIT 3 8"HIGH—RIB LATH / WORTHINGTON length, 7/16" head nails each side of rib each wood f75.OPSF ARMSTRONG structural member & (1) between each rib © max. 6 o.c. into supporting wood structure. Waterproofing Sikalastic-624 NOA# 15-0113.01 System Above WP Water Proofing SIKA Fully Anchored —495 PSF Balcony System EXISTING ROOF COVERING EXISTING STUCCO FINISH NEW RAILING MIN. 42" OFF DECK FLOOR TYPE AND DESIGN (BY OWNER) NEW PAINTED STUCCO FINISH (TEXTURE AND ACCENTS TO MATCH EXISTING) NEW ALUMINUM FRAME AND SCREENING NEW FRENCH DOORS TO FIT IN EXISTING WINDOW OPENING 6X6 DOWNSPOUT r `EXISTING STUCCO- / FINISH 6X8 SCUPPER AND DOWNSPOUT (TYP) NEW PORCH ELEVATION WITH FRENCH DOORS 8"=1' SCALE s EXISTING ROOF COVERING NEW FRENCH DOORS TO FIT IN EXISTING WINDOW OPENING NEW RAILING MIN. 42" OFF DECK FLOOR TYPE AND DESIGN (BY OWNER) NEW PAINTED STUCCO FINISH (TEXTURE AND ACCENTS TO MATCH EXISTING) NEW ALUMINUM FRAME AND SCREENING I I DOWNSPOUT EXISTING ROOF COVERING NEW RAILING MIN. 42' OFF DECK FLOOR TYPE AND DESIGN (BY OWNER) i] I I IIII I[ P 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL EL PE # 66080 z 0 a a u w Q Q z 0 5 w a .N 00 Fil ll U� U U E"I 9I DATE DESIGNED GMW 05- 1 2- 17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 A"*,,SUMM1T DESIGN & FORENSICS, INC. Allowable Wind Pressures End Wind Trib. Zones — PSF Zone Speed Area 1 2 3 1 4 5 +33.5 +33.5-36.3 C10 s.f. —30.6 —53.8 —78.8 —44.8 20 s.f. —29.8 —49.0 —73.6 +31.9 _34. +31.9✓3 —41.8 160 4 ft. mph 50 s.f. —28.6 —43.3 —66.9 +29.9 +29.9-32.7 —37.8 +28.5 +28.5-31.3 100 s.f. —27.7 —39.1 —61.8 —34.8 500 s.f. XX>< +24.9 +24.9 —27 7 —27 7 Gross pressures are for windows, doors, framing, roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 Wind Zones — Walls 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FLEE # 66080 kw,'P ^�la //B f l l 91111 0 z 0 a u w q Q z 5 w a . 00 FBI ll U U �H O x N 2-67j DATE DESIGNED GIIIW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 A=8 NEW METER EXISTING UNPAVED DRIVEWAY FGI CAB 0 0 GFI GFI GI O FGFI BATH P OFFICE V �a z ITCHEN W VI HALLWAY TO IGH E �a DINING ROOM REGFI GFI PANT3W V w2FIR P ECO 3WF IIIIIIIIII IIIIIIIIIII 3W MILY ROOM NOTE: ALL ELECTRICAL SHOWN IS NEW PROPOSED FIRST FLOOR ELECTRICAL PLAN WPGFI WPGFI ELECTRICAL LEGEND y ELF EXTERIOR WALL MOUNTED LIGHT FIXTURE 2 WALL MOUNTED LIGHT FIXTURE OVP VAPOR PROOF LIGHT FIXTURE �E) -I SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ORECESSED CEILING LIGHT CEILING FAN WITH LIGHT OPTION EXHAUST FAN WITH LIGHT EXHAUST FAN NO LIGHT a JUNCTION BOX SMOKE DETECTOR CO/SMOKE DETECTOR C 5 • PUSH BUTTON FLOOD LIGHT SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FLP/E # 66080 z 0 a a u w Q Q z 0 e- U a 00 r FLL�I M--I U U � x DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 3/811=1' SCALE Eml ,,\\, SUMMIT DESIGN & FORENSICS, INC. GENERAL ELECTRICAL NOTES ALL BEDROOM, FAMILY ROOM, DENS,DINING ROOM LIVING ROOM CLOSETS HALLWAYS CLOSETS CIRCUITS TO BE ON ARC FAULT BREAKERS PROVIDE PHONE AND TV OUTLETS. VERIFY LOCATIONS. RUN HVAC WIRES AS REQUIRED. ALL BATH AND KITCHEN OUTLETS WHERE NOTED TO HAVE GROUND FAULT INTERRUPT SMOKE DETECTORS TO BE HARD WIRED TO MAIN HOUSE WITH BATTERY BACK UP MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUITS PROVIDE LEGIBLE DIRECTORY @ PANEL INDICATING INDIVIDUAL CIRCUITS DO NOT SCALE DRAWNGS REFER TO FLOOR PLAN ALL WORK DONE SHALL COMPLY W/ ALL LOCAL STATE AND NATIONAL CODES ELECTRICAL LEGEND ELF EXTERIOR WALL MOUNTED LIGHT FIXTURE QWALL MOUNTED LIGHT FIXTURE OVID VAPOR PROOF LIGHT FIXTURE �--E) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE Electrical Load Calculations TOTAL DEMAND LOAD EXISTING PANEL "A" ELECTRICAL LOAD CALCULATIONS PER E3602.2 HOUSE sgft =1932 General Receptacle/Li hting Loads (3VA* sgft); Small Appliance/Laundry Circuits Range/Oven Refrfdgerator Dishwasher Disposal Clothes Dryer Water Heater Irrigation Pump Microwave Appliance & Branch Ckts TOTAL: Appliance & Branch Ckts DEMAND: HVAC Electric Heat ® 65%: Total Demand Load Minimum Service Size Provide 200A service. Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI 5796VA 4500VA 12000VA 500VA 1200VA 900VA 5000VA 4500VA 1800VA 1200VA 39328VA 21723VA 8500VA 30231 VA 126 AMPS Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified (3) #2 0 (THW) cop er and (1 #4 ground pTHW) copper in 2' galy. conduit (3) #2/0 (THW) copper in 2" galy. conduit Wall I F.P.L. service Panel: 200 A.M.C.B. 200 1 �, 3W 40 Circuit Panel q 120/240 Volt 0 a RECESSED CEILING LIGHT PROPOSED SECOND FLOOR ELECTRICAL PLAN long ground >< ro _D long ground rod CEILING FAN WITH LIGHT OPTION g" =1' SCALE NOTE: ALL ELECTRICAL EXHAUST FAN WITH LIGHT SHOWN IS NEW 3/41. copper water pipe f ) EXHAUST FAN NO LIGHT ❑ JUNCTION BOX SMOKE DETECTOR O CO/SMOKE DETECTOR c s © PUSH BUTTON tie ground wire to footing rebars Electrical Riser Diagram 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 z 0 a a u w a q z 0 w a .N 00 F+I rA I� y�J, 1l U� U Q N F� l--I O U Cn DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 FLOOD LIGHT E=2 STUB AND CAP FOR FUTURE LINE TO OUTBUILDING ,,46UMMIT DESIGN & FORENSICS, INC. 0 ir----------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GARAGE j I I I I I I I ---------------- I NEW 50 GAL. — 1/2" CW WATER HEATER 1/2" HW ON 2'-0" HIGH \ / STAND D VV / '0] 3/4„ CW—,, ------ ---------- ----- 1/2" CW NEW WATER—� METER I I I I 1" COLD WATERS I LINE I I I I I I I RUN NEW WATER--, I LINE TO CITY •,� WATER SERVICE I i NOTE: ALL SHOWER HEADS TO BE AT 7'-0" 3/4" CW 3/4" H W 3/4" H W 3/4" CW 3/4" HOT AND COLD WATER LINES UP TO SECOND FLOOR NOTE: CONTRACTOR TO VERIFY ALL WINDOW OPENINGS BEFORE BEGINNING WORK. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECT/ENGINEER. EXISTING UNPAVED DRIVEWAY P RCH 3/4" CW 3 "HW—,- I I- I 1 l ® CABINETS ® 3/4"HOT AND WATERCOLD I DW LINES UP TO I I SECOND FLOOR ix I 11 DINING ROOM I I I I j 1 I KITCHEN I I I I � I I I II REF PANTRY L I 11 I� 0 I � EO 0 I li------------- — — — — — — — — — — I� I I I I TI E I 11 I I I IR P E I II I HALLWAY I I I 1 BATH I I I I I I I I I L 74I � I I I I I I FAMILY ROOM I I I I I I I I I I I I I I I I OFFICE I I I I I I I I I I I I FIRST FLOOR PLUMBING PLAN WATER SUPPLY IHB PLUMBING LEGEND —W—W— HOT WATER LINE _----- COLD WATER LINE x SHUT OFF VALVE PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti —Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 7. 0 a u w q Q Q 0 w a O�M W 1 U� U U Fw-, o� I DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 s"=1' SCALE P=1 „���SUMMIT DESIGN & FORENSICS, INC. 3/4” HOT AND COLD WATER LINES FROM FIRST FLOOR 1/2" CW I =A(EOOM hI BEDROOM 3 1/2" HW I' �I I B�1 I ro I tl LJ BEDROOM 2 as I �I ri I I �I �I I BALCONY II LJ I :DRYER ASH/ J W.I.C. ❑ ❑ HALLWAY 1/2" CW MASTER BEDROOM 1/2" HW I 3/4" HOT AND I COLD WATER LINES FROM FIRST FLOOR 1/2" CW I .. 1/2" HW 3" v. t. r. N� I� 00 MASTER BATHROOM I� i I� PLUMBING LEGEND I I I I I j — — — — — ——�—�— HOT WATER LINE I 3' ------- COLD WATER LINE 13 WC 04 SHUT OFF VALVE I ''1 I` » Showerl ON! r/ 13 SINK I I I I NOTE: ALL PLUMBING SHOWN I IS NEW. NOTE: ALL HOT AND SINK I COLD WATER LINES TO 1 2" 1 FIXTURES ARE TO BE I I 1/2"f1i 7 3„ `�s�'• sir SINK 2" I 1 I1 4„ I NI DW 1-1 /2" I )SIN I jI 2 4» STUB OUT FOR 3" - 1 �I 4 E SEPTIC OR SANITARY C• I 3 WC PROPOSED SCOND FLOOR SEWER CONNECTION washerjl 4 2 Shower uu PLUMBING PLAN WATER SUPPLY 8"=1' SCALE Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser 3" v.t.r. I i I .I I II I I 1 I I I I N I I I I 1 I II T.. L • I r. 11 � 2" 3" \ C.O. Diagram 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 a� 11111111011 I610O0�1' z 0 a a U W Ca Q z 0 5 w a U� U � �l v 7 50 DATE DESIGNED GMW 05-12-17 DRAWN GMW 05-12-17 CHECKED JOB NO. 2017-094 n.t.s. P=2