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HomeMy WebLinkAboutPLANS 12904 >> S U M M I T DESIGN & FORENSICS, INC. 69 69 78 725 SE PORT SAINT LUCIE BLVD. ----------------------------------- I ----- ---------------------- ---------------------_—_—__— SUITE203 1 DEMO NOTES O PORT SAINT LUCIE FL 34984 (772) 285-0572 1 REMOVE EXISTING FRONT DOUBLE DOOR AND ASSOCIATED HARDWARE BRIAN J. MASKOL 45 REMOVE EXISTING ATRIUM COLUMNS (SUPPORT AS REQUIRED) -- \` - i FL PE #66080 -/-- -\\ O REMOVE EXISTING ARCH WINDOW AND CASING ABOVE ENTRY REMOVE EXISTING CLOSETS AND DOORS IN DEN/ BEDROOM 3 40 ; 3 REMOVE EXISTING WINDOW, SIDELIGHTS AND CASING O . ( 65 I I O 47 REMOVE EXISTING FRENCH DOUBLE DOORS IN DEN/BEDROOM #3 34 ,�;��---------------->,iT`� 37 S U N ROO M I -,.' Q,� O EXISTING HARDWARE AND FRAME 4O REMOVE EXISTING ARCHED WINDOW AND CASING ABOVE / NOTE : POOL TO BE 40 REMOVE CIRCULAR ENTRY AS SHOWN\ I \�\� BATH 3r 48 REMOVE EXISTING PARTIAL WALL AS SHOWN ON PLAN 1i i i ���'� �`� REMOVED BY ''_TJ ' " 74 ' 79 , / i i i i 38 �'� 'I(66�10` O REMOVE DOUBLE DOOR AND ASSOCIATED HARDWARE TO MASTER 49 REMOVE EXISTING TUB AND ASSOCIATED HARDWARE IN BATH #2 OTHERS � iOl � 33 I I i i i 64 i�'�. i`� ;,� AND WALL SECTION AS SHOWN BREAKFAST i i i II �` I 50 REMOVE EXISTING SINK, VALVES AND ASSOCIATED HARDWARE IN 80 39 t====== I� �� i 67 BATH #2 NOOK ------- I 7 REMOVE WALL SECTION IN FRONT ENTRY TO PROVIDE FOR A 3068 DOOR i _______}_______ _____�____= O OPENING INTO THE EXISTING DINING ROOM I 401 I ----------------------- I 51 REMOVE EXISTING VANITY IN BATH #2 �' i i I I i 63 -------------------- i I I I i 8O REMOVE EXISTING GYP BOARD TO STUD 52 REMOVE EXISTING TOILET AND VALVE IN BATH #2 REMOVE EXISTING CORNICE AND RECESSED LIGHTING OVER -------------------------� REMOVE SINK VALVES AND ASSOCIATED HARDWARE IN 1/2 BATH Digitally signed i i i 40 42 i i BATHROOM SINKS. REMOVE LIGHTING WIRING AND SWITCH Brian 9 y 9 ---------------------- by Brian Maskol, REMOVE EXISTING VANITY IN 1/2 BATH _ ___________� I 10 REMOVE EXISTING (2) SINKS, VALVES AND ASSOCIATED HARDWARE Maskol, P.E. i --------- ��------- ^� 23 i 21 ;uilli \ � i 55 REMOVE EXISTING TOILET AND VALVE IN 1/2 BATH Date: 2020.09.23 i 41 ;�\\ i i I i ;_� i 11 REMOVE EXISTING VANITY BEDROOM 2 P.E. 14:37:43 -04 00 I 56 REMOVE EXISTING WASHER AND DRYER REMOVE EXISTING 45 DEGREE WALL BEHIND VANITY 70 i � ��,% 25 ❑5 I i i 57 REMOVE EXISTING LAUNDRY SINK KITCHEN i i i 43 13 REMOVE EXISTING TOILET AND VALVE I 22 i i GREAT I --- 14 REMOVE EXISTING SOAK TUB AND ASSOCIATED HARDWARE. 58 REMOVE EXISTING CLOSET BI-FOLD DOORS AND FRAME IN -__�-- BEDROOM #2 ----Jn 74 IL 20 ; ROOM i 15 REMOVE EXISTING WINDOW IN MASTER BATH & MASONRY WALL BELOW L--------------J 74 i O 59 REMOVE PARTIAL CLOSET WALL AS SHOWN ON PLAN IN II 23 II ® i 62 16 NOT USED BEDROOM #2 II 22 42 i 61 17 REMOVE EXISTING SHOWER AND ASSOCIATED HARDWARE 60 REMOVE EXISTING BLOCK WALL IN BEDROOM #2 PREPARE WALL O OPENING TO ACCEPT A SH25 WINDOW ---- 26 ' 59 ��� 58 ��� II II I II ` Z 29 I I I I I II REMOVE EXISTING WINDOW IN TOILET ROOM o� 28 i 1 27 1 1 28 I iI �I 61 REMOVE EXISTING WINDOW IN BEDROOM #2 I I 19 REMOVE EXISTING WINDOW AND FRAME S REMOVE EXISTING BLOCK AS NEEDED AT REMOVED WINDOW IN LIVING 45 LJ 30 LJ REMOVE EXISTING KITCHEN ISLAND W.I.C. 75 BEDROOM #2 TO ACCEPT A SH25 WINDOW 45 20 63 REMOVE EXISTING SLIDING GLASS DOOR FRAME AND ASSOCIATED ROOM 48 21 REMOVE EXISTING KITCHEN COUNTER O HARDWARE ATRIUM ..............�..............� 22 REMOVE EXISTING KITCHEN UPPER AND LOWER CABINETS "I ii °\ ii ,� 64 REMOVE EXISTING EXTERIOR DOOR, HARDWARE AND FRAME PREPARE w 11 " ,� `� �I II II o W OPENING TO BE IN-FILLED WITH BLOCK _ ---- _u K° 23 REMOVE EXISTING KITCHEN APPLIANCES 8 �\� 46 U 24 REMOVE TO SOURCE EXISTING 220A KITCHEN OVEN CIRCUIT 65 REMOVE EXISTING TOILET AND VALVE IN BATH #3 45 LJ r 1 45 74 H 2 /�\\` �____ 25 REMOVE KITCHEN SINK, VALVES AND ASSOCIATED HARDWARE 66 REMOVE EXISTING SINK, VALVES AND ASSOCIATED HARDWARE o' \ 67 �'— i i i 26 REMOVE EXISTING KITCHEN WET BAR VALVES AND ASSOCIATED HARDWARE REMOVE EXISTING VANITY AND HARDWARE M. i C CAP ALL WATER LINES BELOW SLAB. REMOVE SANITARY TO JUNCTION POINT BEDROOM 75 © �\ 49 i i DEN/BEDROOM 3 � 73 68 REMOVE EXISTING TILED SHOWER, MIXING VALVE AND ASSOCIATED w J I i 27 REMOVE EXISTING WET BAR AND ASSOCIATED HARDWARE HARDWARE Q 75 i 0 ------- ------- i� 53 ;i S54 r-6= �J ----- 69 REMOVE EXISTING WINDOWS, WINDOW FRAMES AND ASSOCIATED 75 i iO 28 REMOVE EXISTING KITCHEN WALL I r----- HARDWARE IN SUNROOM C LO I I O O 74 -\-=------� 15�5 )/ z / J � (w c�.\ - � 74 ❑9 ` '" / 46/,, W 29 REMOVE EXISTING PANTRY AND DOOR 70 REMOVE EXISTING SLIDING GLASS DOOR, FRAME ANDLml o 5 5 Cn 0 \�� 1/2 BATH �`�\ 0 30 REMOVE EXISTING POCKET DOOR AND SURROUNDING WALL ASSOCIATED HARDWARE IN LIVING ROOM FE F. U U 31 REMOVE EXISTING WALL AS NOTED FOYER 71 REMOVE EXISTING SLIDING GLASS DOOR, FRAME AND ASSOCIATED ----a HARDWARE IN MASTER BEDROOM 74 i i ii i `��' � 32 REMOVE EXISTING KITCHEN WINDOW AND FRAME DINING I' �� 57� I I� S REMOVE EXISTING WINDOW, WINDOW FRAME AND ASSOCIATED 33 REMOVE EXISTING EXTERIOR DOOR �y HARDWARE IN GARAGE ROOM 74 r----- ii- T i 73 REMOVE EXISTING WINDOW, WINDOW FRAME AND ASSOCIATED LAUNDRY i GOLF CART 34 REMOVE EXISTING EXTERIOR WINDOW AND FRAME HARDWARE IN BEDROOM #3 O li /' R -� 56 r------ r--- 35 REMOVE EXISTING EXTERIOR WINDOW AND FRAME w Q REMOVE EXISTING TILE FLOORING THRU OUT HOME. REMOVE EXISTING FRENCH DOOR ASSOCIATED HARDWARE AND FRAME U J O O it i 75 REMOVE EXISTING CARPETING AND UNDERLAYMENT z W.I.C. 75 W% .I.C. ---- ----------- ---- 37 REMOVE EXISTING EXTERIOR WINDOW AND FRAME J 76 REMOVE EXISTING ARCHED WINDOWS, FRAMES AND HARDWARE W W LL ° 38 REMOVE EXISTING EXTERIOR WINDOW AND FRAME IN ATRIUM Q (D z I--I .............................. 39 REMOVE EXISTING SLIDING GLASS DOOR AND FRAME. BEAM TO REMAIN. 77 REMOVE EXISTING IN-FILLED AT ARCH TO BOTTOM OF SILL V l Flo LuI `�\ 12 40 REMOVE EXTERIOR MASONRY/CONCRETE WALL & TIE BEAM. SHORE ROOF AS REMOVE EXISTING EXTERIOR KNEE WALL AS SHOWN QUIRED. 79 SAW CUT & REMOVE SLAB FOR NEW FOOTING Q U O REMOVE EXISTING KITCHEN WINDOW z EXISTING COLUMN TO REMAIN co 5w J ui M . BATH ----------------------- TO DEMO 42 REMOVE EXISTING BOOK SHELVES IN GREAT ROOM g1 REMOVE EXISTING PLASTER CEILING FINISH Z Q ------ O ❑2 i i 43 REMOVE EXISTING GAS FIRE PLACE Z a / 74 il( 10ip�i TO REMAIN i 82 REMOVE EXISTING BEAM. SHORE ROOF AS REQUIRED. UJ GARAGE i 72 44 REMOVE EXISTING FIRE PLACE HEARTH L N 0) ELECTRICA NOTES p REMOVE EXISTING SOFFIT FINISH W N REMOVE EXISTING CHANDLER IN FOYER rl 17 i ii ��_,\� 2❑ REMOVE ALL LIGHTING WIRING AND SWITCHES IN MASTER BATH 13 ❑3 REMOVE ALL OUTLETS IN KITCHEN ® REMOVE ALL LIGHTING IN KITCHEN 45 5❑ REMOVE CEILING FAN WIRING AND SWITCH IN GREAT ROOM DATE 77 DESIGNED 76 OPEN TO 76 © REMOVE EXISTING CAN LIGHTING IN CEILING BETWEEN DINING GMW 05-28-20 BELOW 77 ROOM AND ATRIUM DRAWN 05-28-20 GMW DEMO PLAN �7 REMOVE FOR RELOCATION ALL OUTLETS AND SWITCHES CHECKED LOCATED IN FOYER 4"=1' SCALE ® REMOVE ALL LIGHTING, OUTLETS AND SWITCHES IN BATH #2 76 77 76 77 76 77 JOB NO. FRONT �9 REMOVE ALL LIGHTING, OUTLETS AND SWITCHES IN 1/2 BATH 2020- 1 19 10 REMOVE HANGING LIGHT, WIRING AND SWITCH TO SOURCE IN DINING ROOM DEMO PLAN ATRIUM 4"=1' SCALE „>> S U M M I T NEW WORK NOTES DESIGN & FORENSICS, INC. 4g 14 21 50 21 14 50 21 13 50 ❑1 NEW FRONT DOOR, SIDELITES AND ASSOCIATED HARDWARE 725 SE PORT SAINT LUCIE BLVD. 000 000 EIIEIIEII 110 0 SUITE 203 6'-3” ❑2 NEW TRANSOM WINDOW ABOVE ENTRY Scope Of Work PORT SAINT LUCIE FL 34984 (772) 285-0572 G 3❑ NEW FIXED WINDOW IN EXISTING OPENING Single level CBS single family residence BRIAN J. MASKOL A FL PE #66080 ® INFILL EXISTING ARCHED WINDOW OPENING MATCH EXISTING EXTERIOR Building Cod e 21 0 RE-FRAME AND RE-GYPBOARD FOYER AS SHOWN 2017 Florida Building Code: Residential GREAT 29 NEW 0 2014 National Electric Code PANTRY ,� © NEW 3068 SWING DOOR INFILL WALL AS REQUIRED AND SHOWN ON PLAN ROOM BATH 3 154 ❑ NEW 3068 SWING DOOR, FRAME AND HARDWARE Design Loads 0 48 0 ® NEW WET BAR IN DINING ROOM Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. 0 PATCH CEILING AT REMOVED CORNICE IN MASTER BATH Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 10 (2) NEW SINKS VALVES AND ASSOCIATED HARDWARE IN MASTER BATH Building Category: II H WINE 21 11 NEW VANITY IN MASTER BATH Wind Exposure: B COOLER Internal Pressure Coefficent: .18 A-5 11 12 NEW GYP BOARD WALL BEHIND BEHIND VANITY MATCH EXISTING Structure Designed: Enclosed Brian Digitally signed 13 NEW TOILET AND VALVE IN MASTER BATHROOM Soil bearing capacity: 2000 p.s.f. by Brian Maskol, 33 M a s ko I, P.E. 34 33 14 NEW FREE STANDING TUB AND FAUCET IN MASTER BEDROOM Date: 2020.09.23 35 P.E. 14:37:30 -04'00' 47 BEDROOM 2 15 NEW CONCRETE SLAB. SEE FOUNDATION PLAN. I 36 I„ 39 O 21 CW lii o 0 Qr 16 NEW NON-BEARING STUD WALL INFILL IN MASTER BATHROOM --- Y 0 0 0 0 26 0 0 17 NEW 2868 DOOR, FRAME AND HARDWARE FOR NEW STORAGE ROOM 25 25 29 40 IN MASTER BATH Area Tabulation KITCHEN 18 NEW SHOWER PAN IN MASTER BATHROOM Existing Living 3340 21 Added Living 203 19 NEW TILED SHOWER WALLS AND FLOOR IN MASTER BATHROOM Garage 618 11 37 38 20 NEW TEMPERED GLASS SHOWER WALL AND DOOR IN MASTER BATHROOM Total 42 Entry 56 & 17 VEN REF 36 33 21 NEW EXTERIOR WINDOWS MICRO 33 41 41 22 NEW MASTER WALK-IN CLOSET DOORS 21 © LIVING 31 ° 32 32 43 ROOM 29 W.I.C. W.I.C. 23 NEW LINEN CLOSET DOOR 24 O 24 NEW 96" X 60" FIXED WINDOW IN MASTER BEDROOM a 32 25 NEW 8" MASONRY INFILL TO ACCOMMODATE A 6080 FRENCH DOOR. SEE STRUCTURAL NOTE: FIELD VERIFY U' LU 29 O 30 DLRAWINGS. ALL MASONRYin M 26 NEW 6080 FRENCH OUT SWING DOOR, FRAME AND ASSOCIATED HARDWARE OPENINGS PRIOR TO o ORDERING WINDOWS 32 29 BATH 2 27 NEW FLOOR IN LAUNDRY AREA AND DOORS 28 NEW WASHER, DRYER, LAUNDRY SINK, VALVES AND ASSOCIATED HARDWARE NOTE: WITH THE M . DEN BEDROOM 3 10 © NEW TILE FLOORING THRU-OUT HOME EXCEPT IN BEDROOMS (BEDROOMS TO BE EXCEPTION OF THE BEDROOM / CARPETED) ADDITIONS AND AT Q 21 � 32 42 0 30 EXTEND EXISTING WALL AND INSTALL NEW 3068 INTERIOR DOOR, DOOR FRAME AND MASTER BEDROOM AND LIVING ROOM ALL ASSOCIATED HARDWARE SHELVING SHELVING O WINDOWS AND DOORS z LU 29 31 NEW COLUMN BOX OUT. ARE INSTALLED IN o 23 U7 29 EXISTING OPENINGS. ❑ 0 1/2 BATH 32 NEW COLUMN. SEE STRUCTURAL DRAWINGS. LU U FOYER 29 33 NEW KITCHEN UPPER AND LOWER CABINETS O 34 NEW KITCHEN ISLAND DINING 2 NEW DOOR SCHEDULE 21 rEE 29 ROOM ❑ 35 NEW KITCHEN SINK, VALVES AND ASSOCIATED HARDWARE 27 Exterior Doors E] Interior Doors REMARKS LAUNDRY 36 NEW KITCHEN APPLIANCES AND HARDWARE Size Type 2s - z ❑� 37 NEW KITCHEN WALL OVEN 76"x96" With Sidoth Finish Single Pane w DB Impact w 0 U Q d 38 NEW KITCHEN WALL MICROWAVE �j 144"x96" Sliding Glass Exterior Pocker Door Impact J W.I.C. 22 22 z m W.I.C. � ® 28 J O 21 3 4 ® NEW KITCHEN COOK TOP w W ❑ ❑ LL ® NEW KITCHEN EXHAUST HOOD 0 (3 � O NEW WINDOW SCHEDULE /� � 41 NEW WALK-IN CLOSETS, DOORS AND ASSOCIATED HARDWARE (/ ) ~ ` O 0 12 MARK WINDOW SIZE TYPE REMARKS W � 10 11 42 NEW STUD BEARING WALL INFILL. SEE STRUCTURAL DRAWINGS. O 36" x 32" Fixed Glass Impact L.L DC U U— 14 ❑9 43 NEW NON-LOAD BEARING STUD WALL. 36" x 56" Fixed Glass Impact CO 0 21 ° ° 12 03 48" x 63" Fixed Glass Impact ® NEW MASONRY WALL, INSULATION, FURRING & FINISHES ® 60" X 60" Fixed Glass Impact w Q cl� J U l M <U�j . BATH 29 11 ® NEW WALL FINISH, FURRING & INSULATION �5 36"X74-1/4" Fixed Glass Impact 7z = © 96" x 60" Fixed Glass Impact z O 10 0 ® NEW GYP. CEILING FINISH & INSULATION 7 �..j 0- GARAGE Q) 76" x 32" Fixed Glass Impact O 2-0 47 NEW 8" MASONRY INFILL. SEE STRUCTURAL DRAWINGS. ® 76"X24" Fixed Glass Impact 18 16 16 21 48" X 72" Single Hung Impact N 48 NEW EXTERIOR POCKET SLIDER. 10 48" X 63" Single Hung Impact 49 NEW CONCRETE COLUMN. 11 27" X 63" Single Hung Impact 19 17 13 50 NEW MASONRY WALL. 12 27" X 50-1/2" Single Hung Impact 29 13 132 X 72 Horizontal Impact Rollpr 45 154 45 O O 0 14 82" X 72" Horizontal Impact C L Rnllpr DATE DESIGNED NOTE: WINDOW SIZES SHOWN ARE NOMINAL. FIELD VERIFY GMW 05-28-20 EXACT WINDOW SIZE. DRAWN 7 -0 0 0 PROPOSED FLOOR PLAN GMW 05-28-20 OPEN TO CHECKED 4"=1' SCALE BELOW F A-5 JOB NO. 2020- 119 O O O FRONT PROPOSED ATRIUM PLANA-2 4"=1' SCALE „>> S U M M I T DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 6 BRIAN J. MASKOL FL PE #66080 O O O x 2 36” x 32 x .32 6 6 6 Brian Digitally signed X by Brian Maskol, Maskol PE i Date: 2020.09.23 P• 14:37:19 -04'00' NEW WORK NOTES FRONT ELEVATION 2 1 NEW ENTRY DOOR W/ SIDELITES 2 NEW 2060 TRANSOM ABOVE ENTRY O3 3 NEW FIXED WINDOW IN EXISTING OPENING O4 O 4 INFILLED WALL AT MASTERBATH ° 60" X 60" 5 NEW FIXED WINDOWS AT CUPOLA 6 NEW METAL ROOF z O a U FRONT ELEVATION in w 0 4"=1' SCALE w Q 0 z O w w o U j O O O wmJ o �Lu LL 7 36 x 56 x 5 6 36 x 56 0 � z vJ ~ � O Lu O Q z co 2: > 6 6 LLI Q J J z = Q w Lfl 2: 10- LH w � NEW WORK NOTES REAR ELEVATION o m N 76" x 32" 1 NEW FIXED WINDOW MASTER BEDROOM 2 NEW FRENCH DOOR AT LIVING ROOM OO O O O O 1O 3 NEW WINDOW IN EXISTING AND NEW OPENING O4 NEW 3'-0" X 6'-0" TRANSOM WINDOW DATE 96" x 60" 5 NEW FIXED WINDOWS AT CUPOLA DESIGNED GMW 05-28-20 1.31 X 72 82" X 72" 82 X 72 // 6 NEW METAL ROOF DRAWN GMW 05-28 20 CHECKED REAR ELEVATION JOB NO. "'=1' SCALE 2020- 119 „>> S U M M I T 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 6 O x 32 Brian Digitally signed by Brian Maskol, 6 Maskol, P.E. Date: 2020.09.23 6 P.E. 14:37:07 -04'00' LR LtL[ 1� I NEW WORK NOTES RIGHT ELEVATION 1 NEW SINGLE HUNG WINDOW IN EXISTING OPENING AT BATH #3 O O O 1 2 NEW SINGLE HUNG WINDOW IN NEW OPENING AT BEDROOM #2 O 3 NEW SINGLE HUNG WINDOW IN EXPANDED OPENING AT BEDROOM #2 48” x 63" 4 NEW SINGLE HUNG WINDOW IN EXISTING OPENING AT BEDROOM #3 48" X 63" 27" X 6: 27" X 63" 50-1/2" 5 NEW FIXED WINDOWS AT CUPOLA 6 NEW METAL ROOF z0 0 7 NEW FIXED WINDOW IN EXISTING OPENING AT GARAGE U w 0 RIGHT ELEVATION 4"=1' SCALE w Q 0 z O w fj wo U > O zm 36 x 32 w w LL o � z cn C O w oC � cl� U O Q z oo > 6 � wQJ J zQ w 6 = z � — r 0� O m N 6 NEW WORK NOTES LEFT ELEVATION O / 1 NEW 8'-0"X12'-0" SLIDING GLASS POCKET DOOR 4 O 2 NOT USED DATE 36"X74-1 4 DESIGNED 3 NEW FIXED WINDOW IN EXISTING OPENING 05-28-20 GMW 4 NEW SINGLE HUNG 3'-OX5'-0 WINDOW DRAWN 48" X 72" GMW 5- - // 5 NEW FIXED WINDOWS AT CUPOLA CHECKED 6 NEW METAL ROOF LEFT ELEVATION JOB NO. 2020- 119 4"=1' SCALE >> S U M M I T DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 EXISTING EXISTING BRIAN J. MASKOL NEW METAL ROOF PRE-ENGINEERED PRE-ENGINEERED FL PE #66080 AND UNDERLAYMENT ROOF TRUSS ROOF TRUSS NEW METAL ROOF EXISTING PRE-ENGINEERED ROOF NEW 2X FRAMING SPA. @ 1'-4" O.C. FASTEN TOP NEW BEAM. SEE STRUCTURAL AND UNDERLAYMENT NEW TRUSS TRUSS W/ (4)-16d & BOTTOM W/ SIMPSON HGA10 W/ DRAWINGS. CONNECTOR NEW R30 BATT (8)-4"x 11". PROVIDE 1" PLYWOOD FASTENED W/ 8d NEW R30 BATT EXISTING ROOF NEW R30 BATT INSULATION SPA. @ 6"O.C. INSULATION SHEATHING INSULATION EXISTING ROOF EXISTING MASONRY SHEATHING WALL a NEW 1/2" GYP BOARD NEW TRUSS CONNECTOR NEW 1/2" GYP BOARD NEW Z" GYP. °.•.a. EXISTING STUCCO EXISTING STUCCO (TYP.) 1 x 4 P.T. BOARD FIRESTOP SOFFIT NEW 1/2" GYP BOARD SOFFIT #5 x 2'-6" LNG. EX. HEADER NEW STUCCO TO MATCH NEW CONCRETE TIE BEAM W/ (2)-#5 DOWEL EPDXIED 6" yi+, EXISTING BEAM NEW STUCCO, LATH & EXISTING (TYP.) TOP & BOTTOM. MATCH EX. SUNROOM INTO EXISTING AT WATER BARRIER TO TIE BEAM DEPTH (12" MIN. DEPTH) VERTICAL Brian Digitally signed MATCH EXISTING (TYP.) NOTE: REMOVE EX. REINFORCING NEW 8 MASONRY. NON-STRUCTURAL TRUSS GROUT SOLID AT REINFORCING. by Brian Maskol, NEW (4)-14"X14" LVL. FASTEN UNDERFRAMING. NEW HORIZONTAL SLIDING NEW 1 x 2 P.T. FURRING V-4" O.C. Maskol, P.E. TOGETHER W/ (3)-z" THRD. WINDOW `�'. Date: 2020.09.23 ROD WITH WASHERS & NUTS NEW STUCCO FINISH NEW R4.1 FOIL INSULATION SPA. @ 1'-0" O.C. TO MATCH EXISTING NEW #5 DOWEL & VERTICAL. 14:36:56-04'00' P.E. COUNTERSUNK. NEW 4 PANEL EXTERIOR SEE PLAN. POCKET SLIDER NEW 1X2 P.T. FURRING SPA. @ V-4" NEW 1/2" GYP. 4- O.C. W/ R4.1 FOIL INSULATION 1 x 4 P.T. FIRESTOP NEW #5 DOWEL SPA. @ 4'-0" O.C. & ^' „'• AS SHOWN NEW CONCRETE SLAB. �., SEE FOUNDATION PLAN. NEW 8" MASONRY. GROUT SOLID AT NEW 8"x8" CONCRETE i.. ;(< . NEW CONCRETE SLAB INFILL W/ FIBERMESH REINFORCING. ll=1_ 11=�f1= TO MATCH TOP OF SLAB AT HOME. RECESS AS SILL WITH (2)-#5 r EPDXIED 6" INTO i NEW CONCRETE SLAB INFILL W/ FIBERMESH =III-q z REQUIRED AT SLIDER. PROVIDE VAPOR BARRIER. i:. _RE Q JAMBS. TO MATCH TOP OF SLAB AT HOME. PROVIDE VAPOR ,r M �:. BARRIER.EXISTING POOL cl�J — �� #5 A. ,. ° u _III- NEW CONCRETE DECK ° a ° . ai a M V-4" FOOTING : ° ° "I I�I I I _ � ° a ICJ_ ° < O z I <' . �_ ll _ — — =II�I I-' a"--•' .. . / =III-, EXISTING CONCRETE III a� (2) #5 EXISTING CONCRETE �11=III=d (2) #5 SLAB o _III-' SLABNEW CONCRETE �, V-4" NEW CONCRETE M i-4 FOOTING FOOTING SECT ON U w 0 2"= 1 ' SCALE SECT Off H SECT Off G �» 2"= 1 ' SCALE 2 = 1 SCALE w Q 0 z 0 w EXISTING PRE-MANUFACTURED ROOF TRUSSES 2'-0" O.C. 1,,4 EXISTING R-30 MIN. #5 DOWEL X V-0" LNG. w 0 U) SPA. @ V-4" O.C. U J J EPDXIED 6" INTO 1 z m Q NEW SLAB INFILL. CONCRETE SLAB (TYP.) J MATCH EX. EXISTING EXISTING /z DRYWALL W Lu LL THICKNESS. CONCRETE SLAB CIELING ( W 2x4 GALVANIZED METAL I--I 0 d TRACK OR 2x4 TOP PLATE W a e 06 00 COMPACTED FILL 1 „ � U SAWCUT EXISTI HOT & COLD WATER LINES /2 DRYWALL BOTH SIDES m CONCRETE SLAB INSULATED w Z FULL DEPTH NEW SANITARY SEWER PIPE im J O TO MATCH ELEVATION & = Q GRADE FOR TIE-IN TO 7 I--I EXISTING SEWER LINE 2x4 METAL STUDS OR 2x4 Z a WOOD STUDS SPACED @ 24" w M U SLAB TRENCHING � o w DETAIL NOT TO SCALE BASEBOARD (TYP.) 2x4 GALVANIZED TRACK OR NOTE: TRENCH AS REQUIRED FOR NEW 2x4 WOOD P.T. BOTTOM KITCHEN SINK IN NEW LOCATION SEE RISER PLATE DIAGRAM FOR NEW UNITS 1.: DATE .* DESIGNED GMW 05-28-20 EXISTING CONCRETE SLAB DRAWN GMW 05-28-20 CHECKED JOB NO. TYP INTER OR NON LOAD- 2020- 119 BEARNG WALL SECTIOU 2"= 1 ' SCALE A�5 >> S U M M I T I3" VTR DESIGN & FORENSICS, INC. 3"V 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 2"V (772) 285-0572 BRIAN J. MASKOL FL PE #66080 PRODUCT APPROVAL ,-, Approval Glass Building Rated Product Rated 1-1/4"V Number Product Model Number Manufacturer Type Attachment Method Design Pressures Design Pressures 2" 2" LAV SERIES 130 1/4" x 1 1/4" min embedment Tapcons @ Head & Sill SHWR NOA# 19-0603.02 Fixed Window FIXED WINDOW CGI Impact & Jambs SERIES 120 we See Sht. A-3 +/- 61.3 1-,/2" J 2 PANEL CGI 1/4" x 1 1/4" min embedment Tapcons @Head & Sill See Sht. A-3 +/-65 3.. 13" VTR NOA# 17-0918.09 Roller HORIZONTAL ROLLERImpact & Jambs �� 3" 3"V SERIES 110 1/4" x 1 1/4" min embedment Tapcons @ Head & Sill NOA# 17-1018.08 SINGLE HUNG SINGLE HUNG CGI Impact & Jambs See Sht. A-3 +/- 75 2" O Aluminum ,> i VENT 2"V NOA# 18-0926.06 Outswing Door Series 450 WinDoor Inc. Impact 1/4 x 1 1/4 min embedment Tapcons at 19 o.c. max. See Sht. A-3 +/-70.0 3" KIT 1-1/4"V hi SINK 2 Digitally signed " 1-1/2"V Brian by Brian Maskol, 4" 2„ LAV M a s ko l P.E. 1-1/2" 1 Date: 1-1/4" 1-1/2"V F 2020.09.23 P.E. 14:36:44 -04'00' 4" J 3" VTR 3" 3" WC LAV 1-1/2" 3 3.. 4" 1-1/4..V WC 2`7 3" 2 WSHR "V 1-1/4"V 4" 2" 1-1/4"V 4" 1-1/2" LAV LAV 1-1/2"V 1-1/2"V 2" 3„ 4" z O Tua a 2" 3" 2" U (A W WC 0 2" SHWR PLUMBER RISER DIAGRAM S SANITARY SYSTEM NOT TO SCALE * PLUMBER TO LOCATE SEWER AND WATER CONNECTIONS W Q 3- 2 3- - - - - - - - - - - - - - - - - - - - - - 7 -� z \ / o \ / w 5.75/12 I I 2 12 1 \\ 2\ 2 LJJ / 1 ' -1L - - � \\2 \\ // // 1 2 m 5.75 12 Allowable Wind Pressures LJJ � Q / 3 2 \\ \ / 1 I End Wind Trib. U � W Zones - PSF - - - \\ \\ // I Zone Speed Area 1 2 3 4 5 z 5.75/12 I \\ \\ 2 \ 1 I I +33.5 +33.5 J U) � \ \ \\ 1 2 I 1 j <10 s.f. -30.6 -53.8 -78.8 -36.3 -44.8 w W LL z ----------- 5.75/12 � - --------- 2 1 \\ \\ 1 \\ 2 \\\l I // I 16 0 +31 .9 +31 .9 H � Q 20 s.f. -29.8 -49.0 -73.6 _ J I � 3 3 , 2 2 1 \\ 2 \\ \\ 2 � // I 4 ft. mph 34.8 -41 .8 w oC � � z \ 2 \ \ / +29.9 +29.9 H H I \ \ \\ 1 \ \\ \\ I / 50 s.f. -28.6 -43.3 -66.9 5.75 12 -32.7 -37.8 � � U LL m ' 5.75/12 2 I +28.5 +28.5 0 / ����' I i\ 2\\ \\ 2 \> 2 // i 100 s.f. -27.7 -39.1 -61 .8 _31 .3 -34.8 z O � I +24.9 +24.9 w Q J � J 2 2 2 \\ // 2 z 1 \ / / 500 s.f. XXX 5.75/12 i 2 1 1 > 2 2 /� - - - - - - - - - - -�\ \. 2 / I I -27.7 -27.7 = 1 z a o 5.75/12 I I I // // 1 \\ \ 2 // I I w O z 2 2 1 \\\ <\ 1 I I Gross pressures are for windows, doors, framing, O z roofing, and other building components and cladding. Q h 5.75/12 I V 2 // \� \\ 1 1 \� - \\ I Roof Zones: 1 thru 3 ,N-� Q 5.75/12 ---- / / \ I \ \ 2 \ 1 2 5.75/12 2 / / \ I \ \ 2 \ Wall Zones: 4 and 5 2 \\ 1 2 \\ 1 \ J z 5.75/12 2 n \ I \ \ 5.75/12 // / 2 // \\ 2 � - � 12 --- / 2 I I 1 \\ 2 2 33 / 2 z - - - - � ---� I I I \\ DATE 5.75/12 5.75/12 I 1 1 2 3 3 I I 2 1 \\ GMWGNED 05-28-20 ---� 5.75 12 II � 2r1 2 I Ii A5 1II; 1I; �5 o DRAWN 1 GMW 05-28-2 0 2 4 4 1 CHECKED 2 255/12 2 1 1 2 oy 2 2 2 \ 5 5 JOB NO. V5.75112 23 L3 2 / 2020- 1192 L- - - - 3 / \ L-----------J L2---� 3 /-- - - - 2- - - - - 3� Wind Zones - Walls ----- 3 3 Roof Pan scale: 1/8" = 1'-0" Wind Zone - Roof Pan A_6 NEW #5 DOWEL FIELD VERIFY EXISTING >> S U MM I T SPA. @ 4'-0" O.C. FOOTING IS 16 MIN. WIDTH #3 x V-0" LNG. DOWEL SPA. & AS SHOWN. BY 1 -0 MIN. BELOW GRADE. GENERAL STRUCTURAL NOTES: DESIGN & FORENSICS INC. EPDXY 8 INTO CONTACT ENGINEER IF IT COORD. W/ TRACK @ V-4" O.C. EPDXIED 6" INTO EXISTING DOESN'T EXIST. EXISTING (TYP.) FOOTING OR WITH #3 x V-0" LNG. DOWEL SPA. GENERAL: @ 1'-4" O.C. EPDXIED 6" INTO 725 SE PORT SAINT LUCIE BLVD.SUITE 203 STANDARD HOOK PORT SAINT LUCIE FL 34984 NEW CONCRETE COLUMN AT NEW (TYP.) EXISTING (TYP.) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (772) 285-0572 WITH (6)-#5 VERTICAL & _ RESIDENTIAL ALONG WITH AMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR #3 TIES SPA. @ 8" O.C. SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. BRIAN J. MASKOL EPDXY VERTICALS 8" 0 E E 0 FL PE #66080 INTO EX. FOOTING. ---- _ THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND RESTRICTIONS. G NEW OR EX. 8 A-5 ---- MASONRY. PRIOR TO CONSTRUCTION, FIELD VERIFY ALL DIMENSIONS. GROUT SOLID AT --- REINFORCING. FOR DIMENSIONS AND DETAILS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. EX. COL. � EXISTING NEW FOOTING FOOTING INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. (TYP.) _ f LOADINGS: NEW CONCRETE SLAB INFILL WITH I ROOF LOADS: FIBERMESH OVER H EXISTING SLAB. LIVE LOAD: 20 PSF A-5 TOP OF SLAB TO ____ MATCH HOME. DEAD LOAD: 25 PSF Digitally signed Brian WIND LOADS: by Brian Maskol, #4x1'-0" LNG. DOWEL SPA. @ EXISTING (2)-#5 x 2'-6" LNG. DOWEL _- 1'-4" O.C. EPDXIED 6" INTO COLUMN Mas O , P.E. EPDXIED 6 INTO EXISTING - LAPPED WITH FOOTING EXISTING (TYP.) BUILDING CATEGORY: II C Date: 2020.09.23 EXPOSURE CATEGORY: B P.C. 14:36:31 -04'00' REINFORCING (TYP. WHERE NEW MEETS EXISTING) INTERNAL PRESSURE COEFFICIENT: +/-0.18 FOUNDATIONS: O & ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH FOUNDATIONS, SLAB AND SITE PREPARATION SHALL SHALL CONFORM TO THE RECOMMENDATIONS OF A 0 0 F±1 li F±1 I 0 IRETAINED GEOTECHNICAL ENGINEER LICENSED IN FLORIDA. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITY NEW 8" MASONRY LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS INFILL AT EXISTING AND NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT EXISTS. THE CONTRACTOR IS OPENING. SEE INFILL NEW FOOTING RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. DETAIL. 1'-6" 1'-6" A SOILS REPORT WAS NOT AVAILABLE DURING THE DESIGN OF THE FOUNDATIONS FOR THE SUBJECT NEW HSS BUILDING. FOUNDATION DESIGN HAS BEEN PREPARED USING AN ASSUMED ALLOWABLE BEARING 32 x 32 x 4 PRESSURE OF 2,500 PSF. PRIOR TO CONSTRUCTION A GEOTECHNICAL ENGINEER SHALL VERIFY THIS L EXISTING COLUMN ASSUMPTION, PERFORM COMPACTION TESTING, MAKE SLAB AND SITE RECOMMENDATIONS AND PROVIDE z fFOOTING i A SIGNED AND SEALED COMPLIANCE LETTER STATING THE SITE SOILS WILL PROVIDE A MINIMUM BEARING o 0 (TYP.) PRESSURE OF 2,500 PSF. U NEW HSS J PROVIDE PIPE SLEEVES FOR PIPES PASSING THROUGH FOUNDATIONS AND PASSING BELOW w FOUNDATIONS. SEE PLUMBING SPECS. FOR DETAILS. 4'-0"+/- 3Z x 32 x 4 I '� Ilk Ilk COLUMN CONCRETE: NEW HSS 32 x x 4 I CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION. COLUMN REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION. NEW HSS _ NEW FOOTING. w 32 x 32 x 4 SEE DETAIL 4 CAST-IN-PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. COLUMN SIMILAR. -- - - — REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. �o ALL REINFORCING BAR SPLICE LENGTHS SHALL BE CALCULATED IN ACCORDANCE WITH ACI UNLESS NOTED z OTHERWISE. SPLICES SHALL BE CLASS "B" AS DEFINED BY ACI UNLESS NOTED OTHERWISE. o F-1 > _ PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY AS MAIN REINFORCING AT ALL LOCATIONS WHERE � EXISTING REINFORCEMENT CHANGES DIRECTIONS. FOOTING �o (TYP.) PRIOR TO PLACING CONCRETE COORDINATE LOCATION OF ALL SLAB PENETRATIONS WITH C MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. S-3 Li STRUCTURAL STEEL: Vl NEW FOOTING. w SEE DETAIL 4. STRUCTURAL STEEL SHALL CONFORM TO AISC, LATEST EDITION. w Q ALL STEEL SHALL BE SHOP PRIMED U > O PLATES & ANGLES: ASTM A36 (FY = 36 KSI) zm zJ A� HSS SHAPES: ASTM A500 GRADE B (FY = 46KSI) w Lu LL W FFBOLTS: ASTM A307 Q V RODS: ASTM A36 (FY = 36 KSI) 'I--I Q � z ALL WELDING SHALL CONFORM TO AWS, LATEST EDITION. v J ~ MASONRY: m z z MASONRY SHALL CONFORM TO ACI, LATEST EDITION. w C O Q 7 I--I MASONRY SHALL DEVELOP A NET AREA COMPRESSIVE STRENGTH OF 2,500 PSI z = Q z IN 28 DAYS. Q GROUT SHALL CONFORM TO ASTM C476, WITH A MINIMUM COMPRESSIVE 0 EXISTING MASONRY WALL STRENGTH OF 2500 PSI IN 28 DAYS. � 0 z (TYP. TOP OF SLAB REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. O TO MATCH HOME VERTICAL REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS. u— MAXIMUM GROUT POUR SHALL BE 5 FEET. CONSOLIDATE BY MECHANICAL #4x1'-0" LNG. DOWEL SPA. @ i VIBRATION. EPDXI EXISTING O.C. (TYP.) Q NTO EXISTING FOOTING ALL CORNERS ARE TO BE TIED BY MASONRY BOND. DATE EXISTING (TYP.) � _ (TYP.) L --- --- L PROVIDE JOINT REINFORCEMENT SPACED AT 16" O.C. VERTICALLY. DESIGNED 05-28-20 --- F REINFORCING SHALL BE CENTERED IN CMU. PROVIDE REINFORCING STEEL AS DRAWN GMW 05-28-20 NEW FOOTING�:T NOTED ON THE PLANS. PROVIDE A STANDARD HOOK AT VERTICALS INTO -- -- CONCRETE TIE BEAMS AND FOOTINGS. GROUT MASONRY SOLID AT CHECKED NEW 4" CONCRETE SLAB WITH REINFORCING STEEL ONLY UNLESS NOTED OTHERWISE. PROVIDE DOWEL INTO — — — — — COMPACTED TERMITE TREATED SOIL FIBE ON VAPOR BARRIER ON FOOTING OF THE SAME SIZE, SPACING AND LOCATION AS VERTICAL REINFORCING ABOVE. JOB NO. (2)-#5 x 2'-6" LNG. DOWEL #3 x V-0" LNG. DOWEL SPA. WOOD FRAMING: EPDXIED 6 INTO EXISTING & @ 1 -4 O.C. EPDXIED 6 INTO 2020- 1 19 LAPPED WITH FOOTING F EXISTING (TYP.) ALL WOOD FRAMING SHALL BE SOUTHERN PINE NO. 2 OR BETTER. REINFORCING (TYP.) A-5 #5 DOWEL (TYP.) NEW 8" MASONRY WALL. LVL'S SHALL BE WEYERHAEUSER 2.0E MICROLLAM. GROUT SOLID AT FOUNDATION PLAN S � l REINFORCING. CONNECTORS SHALL HAVE A Z-MAX FINISH. 4"=1' SCALE S U M M I T DOWEL NEW TIE BEAM TO DESIGN & FORENSICS, INC. EXISTING W/ P. W/ 8 725 SE PORT SAINT LUCIE BLVD. SUITE 203 NEW SIMPSON HTSM16 W/ EMBEDMENT (T DOWEL NEW TIE BEAM TO (8)-10d x 11" & (4)-4"x24" PORT (A72�285I057234984 EXISTING COL. W/ TO BEAM (TYP.) NEW CONCRETE TIE NEW #5 VERTICAL FULL FIELD VERIFY EX. (2)-#5x1'-4" LNG. W/ 8" BEAM W/ (2)-#5 TOP HEIGHT SPA. @ 4'-0" O.C. CONCRETE TIE BRIAN J. MASKOL EMBEDMENT (TYP.) & BOTTOM. MATCH & AS SHOWN. EPDXY 8" BEAM EXISTS. FL PE #66080 EX. SUNROOM TIE INTO EXISTING TIE BEAM. NOTIFY ENGINEER BEAM DEPTH (12" AT NEW BEAM PROVIDE IF DIFFERENT. #3 x V-0" LNG. DOWEL SPA. FASTEN BEAM TO COL. W/ (2)-3/4" ADHESIVE MIN. DEPTH) STANDARD HOOK. (TYP.) 1' O.C. EPDXIED 6" INTO E ANCHORS EPDXIED 7" INTO CONCRETE WITH EXISTTING (TYP.) NUT & PLATE WASHER COUNTERSUNK NEW CONCRETE COLUMN WITH (6)-#5 VERTICAL & #3 TIES SPA. @ 8" O.C. 22 1 El El FRAMING NOTES: O# EX. HEADER G j 7 NEW CIR EX. O1 FASTEN NEW LVL TO EX. TRUSS BOTTOM CHORD A J MASO IRY. AN Y W/ (2)-16d SPA. @ 6" O.C. & @ EACH EXISTING 5 4 TYP. 5 GROU SOLI AT TRUSS WEB MEMBER W/ (4)-16d REINF RCIN . 8 Mr-I O2 SIMPSON MTS12 W/ (14)-10d X 12" FROM NEW Brian Digitally signed NEW 2 1-"x11-" LVL by Brian Maskol, NEW (4)-14"x14" LVL O 4 4 6 RAFTER TO EXISTING BEAM N W 14"x 114" LVL W EX. P -ENG NEER M a s ko I, P.E. 19 ROOF RUSS (TYP.) Date: 2020.09.23 2 1 3 O PROVIDE 4X4 POST. FASTEN BOTTOM W/ (2) P.E, 14:28:15 -04'00' NEW 14"x 14" LVL O SIMPSON HGA10KT W/ (8)-4" X 3" SDS. AT TOP bLET NEW RAFTER INTO 4X4 & FASTEN W/ (2) H NEW 14"x114" L 7 MSTA15 W/ (12)-10d 2 1 NEW 14"x114" L L E CH SIDE 10 O SIMPSON LUS28 W/ (10)-10d FROM EXISTING REMOVE NON-STRUCTURAL TRUSSES TO NEW BEAM NEW SIMPSON HGUM W/ 10 TRUSS UNDERFRAMING NEW ; "x114" L L EACH SIDE EX. WOOD FRAMED ONE CONCEALED FLANGE & (8)-5/8"x5" TITEN HD 10 9 o O CUT TRUSS END. PROVIDE NEW 2X6 END 11 & (24)-1/4"x22" SDS -0 1 GREAT BEDROOM 2 VERTICAL W/ z PLYWOOD EACH SIDE FOR 3 0 ROOM I FROM END FASTENED W/ (2)-8d SPA. @ 4" O.C. -- EACH SIDE i u 00 I --- Y o i 0 I o� O SIMPSON HUS412 W/ (20)-16d z 0 NEW 8" MASONRY I O7 SIMPSON VGT W/ (16)-4" X 3" SDS & (1)-8" ROD OPENING. SEE INFILL I KITCHEN EPDXIED 6" INTO TIE BEAM Ln DETAIL. I 1 ® (2) SIMPSON MTS12 W/ (14)-10d X 12" FROM S-3 I NEW RAFTER TO EXISTING BEAM EX. ATRIUMN`�7 WALL I 9 SEE DETAIL 5 G.T. L IN NEW HSS 10x6x1/4 a MOW, _ B W. (2)_3,,.C. W. .C. 10 (2) $"X6"X6" X 3" LNG. BENT PLATE W/ X ui x ~ x w S-3 4" LAGS INTO WALL/BEAM & (2)-4" THRU BOLTS o x x z THRU BEAM EN.ATRIL11. 0 0 WA Ln Ln e z ATRIU = O o w w wz z NEW HSS 10x6x1/4 2 DE N/B OM 3 DET I EX. ATRIUM NE HSS 2x32x 7 (TY WALL CO UMN P.) OOF RUSS P.) Z ET IL 1 NEW STUD EARIN (TY / \ INFIL WALLEX. �EARIPIG WAL o J W p � NEW SS REM E EXISTING W U J r n :AY 3-1/2 3- 2 1/4 COLUMN A NEW O �J STUD N F lu J Uj W J H 3 WALLAS RE 'D Fr 1/ BAH Q L.L I--I 0 � F L 0 � Q DIN] G W QC oC 7 WRE 00 �U LL U N Y z L.L W oC J O Q 0 d z 2 Q DC �O Q mm m N PROVIDE SOLID BLOCKING (TYP.) 12 4" THRU BOLT W/ NUT 4" PLATE EACH SIDE ATH EX. PRE-ENGINEERED ROOF GARAGE DATE TRUSS BOTTOM CHORD �o � DESIGNED �� o o GMW 05-28-20 DRAWN 05-28-20 o o GMW CHECKED PARTIAL ROOF JOB NO. FRAMING PLAN NEW (2)- 14" X 114 LVL 2020- 1 19 4"=1' SCALE DETAIL 5 1"=1' SCALE >> S U M M I T DESIGN & FORENSICS, INC. SIMPSON SPH4 W/(10) 10d X SIMPSON SPH4 WJ(10) 10d X EXISTING ATRIUM 1-1/2" NAILS EACH STUD (TYP.) EXISTING ATRIUM 725 SE PORT SAINT LUCIE BLVD. 1-1/2" NAILS EACH STUD (TYP-) WALL FRAMING (TYP.) WALL FRAMING (TYP.) 2" STUD SPA. @ 1'-0" O.C. SUITE 203 2" STUD SPA. @ V-0" O.C. W/ NUT & PLATE WASHER (TYP.) PORT SAINT LUCIE FL 34984 W/ NUT & PLATE WASHER (TYP.) (772) 285-0572 NEW BRIAN J. MASKOL NEW 2X4 (TYP.) FL PE #66080 2X4 (TYP.) NEW NEW 11 HSS10x6 (TYP.) HSS10x6 (TYP.) EXISTING PRE-ENGINEERED EXISTING PRE-ENGINEERED ROOF TRUSS (TYP.) ROOF TRUSS EXISTING PRE-ENGINEERED SECTION B SECTION A ROOF TRUSS 1"=1' SCALE 1"=1' SCALE EXISTING SIMPSON MSTA18 W/(14) 10d HEADER NAILS EACH SIDE OF EACH STUD Brian Digitally signed by Brian Maskol, M a s ko I, P.E. Date: 2020.09.23 NEW 2X4 P.E. 14:27:42 -04'00' HSS 10 X 6 HSS 3zx 31 COLUMN 6„� 2" MAX 1/2" X 4"x 10" 3/4" EXPANSION ANCHOR W/NUT AND BASEPLATE 6" EMBEDMENT (TYP.) 1/4 N HSS 10x6 t° N CD SIMPSON SPH4 W/(10) 10d X NEW 2X4 STUDS - a 1-1/2" NAILS EACH STUD SPACED @ 1'-4" O.C. ---- ------ N 32" 32" L4x4x$ x 6"LONG EACH SIDE 1/4 �i I HSS 3101 COLUMN EXISTING CONCRETE NEW 2X4 P.T. i i SLAB I I 1/4 0 � � a v v d a a : d BEAM TO BEAM TYPICAL COLUMN TYPICAL B TYPICAL COLUMN TO BEAM w 0 a ® d a 3/4" EXPANSION DETAIL 2 BAS E P LATE DETAIL 3 EXISTING FOOTING ANCHOR SPA. @ 2 $ CONNECTION DETAIL 1 CO N N E CTI O N O.C. W/NUT AND 1"=1' SCALE SECTION C PLATE WASHER AND 6" 1"=1' SCALE 1"=1' SCALE EMBEDMENT 1"=1' SCALE w Q 0 NEW FOOTING #5 DOWEL EPDXIED 8" (TYP.) 1'-6" INTO EX. FOOTING(TYP.) #5@6" O.C. EX. FOOTING o #4 X 1'-0" LNG. SPA. (TYP.) @ 8" O.C. EPDXIED > 4LA 6" INTO EXISTING ° �, #4 X 1 -0 LNG. SPA. EX. FOOTING c° ° w ° Q d• ° n c° • e• 4 ° @ 8" O.C. EPDXIED I NEW FOOTING _ ° a u 6" INTO EXISTING w ° (TYP.) — — — — d � _ � 4. •a a (TYP.) =III—III-� d F a III—I 1= U �- • ° EXISTING TIE BEAM � — — T =III=1 IT -1 I=1 1= — —=m=Tf I- _I I—III= Cn —III— —III— —III— EXISTING CONCRETE 3 CLR. . w 0 1° ) EX SLAB (TYP. COLUMN OR FILLED CELL F—I �. SE CTION D 1"-1' SCALE 8" MASONRY INFILL. GROUT w S-3 SOLID AT REINFORCING. W V-- W 0 0 � � , 0 #3XV-0" LONG DOWELS r ^ 0 >_ SPACED @ 16" O.C. DRILL AND #5 V 1 Q @ 6" O.C. EPDXY MINIMUM 6" INTO w (TYP.) NEW HSS 31 x 31 COLUMN z z EXISTING FILLED CELL OR r CONCRETE COLUMN O V Q — — 4" DOWEL x V-0" LONG 7 , ^ SPA. @ 8" O.C. EXISTING CONCRETE SLAB EPDXIED 6" INTO w Q '-6" TYP. EXISTING TYPICAL ALL DRILL & EPDXY #5 DOWELS z Q SIDES) 1 SPA. @ 4'-0" O.C. MAX. &AS NEW HSS 31 X 3 d d v d. . d v d SHOWN MINIMUM 6" INTO ° °� °a a ° F--I COLUMN z 2 a — a d d — — — — _ — — _ EXISTING SILL OR TIE BEAM W F- 7T T `T�`T� • . •• • • a •: •� / '// '/� & LAP MINIMUM 30" (TYP.) #5 DOWEL EPDXIED 8" \� . d ": d d v a . \�\ \Nam\ ' 1 1 J \ Q 4 d d W INTO EX. FOOTING U a . a d. (TYP.) ,� „ g' EXISTING WINDOW SILL �i COMPACTED EARTH DETAIL 4 VAPOR BARRIER 1"=1' SCALE 3" CLR. COLUM1-6„ (3) #5 EACH WAY EXISTING MASONRY 11 -6" WALL EXISTING MASONRY OPENING- NEW FOOTING DATE INFILL DETAIL DESIGNED GMW 05-28-20 SECTION E 4"=1' SCALE GMW N 05-28-20 CHECKED JOB NO. 2020- 119 >> S U M M I T 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 PANTRY ,0'G ALL EXISTING OUTLETS ARE I TO REMAIN UNLESS NOTED 4C GREAT ROOM « BATH 3 I I I ELECTRICAL LEGEND , GFI i — _ SYMBOL WINE B r i a n Digitally signed COOLER 4" RECESSED "LED" CAN LIGHT by Brian Maskol, M a s ko I P.E. GFl I --__-�-/' PENDANT LIGHT i Date: I I 2020.09.23 I P•`• 14:27:33 -04'00' I BEDROOM 2 I UNDER COUNTER "LED" LIGHTING 1 1 �` ac GFl I I I I 110V RECEPTACLE GFl I I III � I G I 111- O p I O /�O I GROUND FAULT INTERRUPT O� 220V RECEPTACLE I KITCHEN I GFl I / I $ SINGLE POLE SWITCH I I $ 3 WAY SWITCH I j 4C I 4C BATHROOM EXHAUST FAN W/LIGHT OVEN I & REF \ MICRO 0 O z a LIVING =0= CIELING FAN W/O LIGHTS U ROOM W.I.C. W.I.C. 0 CF w 0 SMOKE DETECTOR ILI C CARBON/SMOKE DETECTOR NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. / ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING /M . OUTLETS THAT ARE NOT GFCI MUST BE AFCI. w / BEDROOM BATH 2 I TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE p PHASE 15 & 20 AMP BRANCH CIRCUITS OC=3r z � cF II o F e I 1 1 \ \ w SHELVING M _ - - SHELVING DEN/BEDROOM 3 4" MINISJN II Lu 1 OUTSIDE TRAY - _--- � O --- --- U 1/2 BATH FOYER ---- I Electrical Load Calculations DINING 4C ROOM , 3543 Living S.F. at 3 VA 10,629 VA W � --- ,� (2) 20 Amp Appliance Ckts. 3,000 VA I GFI Laundry 1 ,500 VA U J EIN: LAUNDRY z I Dryer 5,000 VA z m J Dishwasher 1 ,200 VA W W L.L Q Cook Top 7,200 VA Oven 8,000 VA Q 0 Q � d. W.I.C. WIC Ref. Circuit 1 ,200 VA C) Wine Cooler 1 ,200 VA W ce Q (2)Garage Door Opener 1 ,800 VA DC U U Disposal 800 VA i- 4 Microwave 1 ,200 VA z m Water Heater 4,500 VA W 0C Total 40,143 VA z Q Q U � z = a First 10 KVA at 100% 10,000 VA LW,Remainder at 44% 12,057 VA W � -J 0 / 4C � M. BATH p\ � W DEN/BEDROOM 3 Total 22,057 VA 0 l � AC Heat at 100% 26,300 VA '-1 Total 48,352 VA 48,352 VA / 240 V = 201 Amps 200 Amp Existing Service \ Smoke detectors wired to 120V Bathroom lights DATE Non Switchable, Non GFI DESIGNED 05-28-20 GMW Electrical contractor to verify all equipment loads prior to DRAWN start of construction. Electrical contractor to recalculate GMW 05-28-20 electrical schedule if loads are to be modified CHECKED CL NEW ELECTRICAL PLAN JOB NO. 4"=1' SCALE 2020- 119