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HomeMy WebLinkAboutPLUMBING RISERAccu6lendConcrefe Vest n Architectural Specification General Scope of Work: 1. MATERIALS AND METHODS OF CONSTRUCTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF FT. PIERCE FLORIDA, AND THE FLORIDA RESIDENTIAL BUILDING CODE 2020, 7TH EDITION. 2. SCOPE OF WORK INCLUDES: REMOVE A PORTION AS SHOWN OF EXISTING COVERED WOOD FRAME PATIO PREPARE FOUNDATION FOOTING AS SHOWN WITH CONCRETE BLOCKS. CONSTRUCT 2x10 FLOOR SYSTEM FRAME AS SHOWN CONSTRUCT DRAINAGE AND PLUMBING FIXTURES ERECT EXTERIOR AND INTERIOR WALLS, CONVENTIONAL FRAME ROOF JOISTS WINDOWS / DOORS / ELECTRICAL / SHEET ROCK / METAL ROOF / SIDING/PAINT `'HOOD 1. PLYWOOD: APA EXP-1, CDX. ROOF SHEATHING SELF ADHESIVE WATERPROOF ROLL: 3/4" PLYWOOD 2. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. MOISTURE CONTENT. USE PRESSURE TREATED WHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FBC 2303.1.8.1. PLAYROOM / LAUNDRY/ DE51GN STATEMENT: TH15 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD INDIVIDUAL DESIGN DRAWING5 5HOW SPECIAL LOADING CONDITION5: DE51GN PARAMETER: 2020 FLORIDA RE51DENTIAL BUILDING CODE, 7th EDITION BUILDING DE51GN: FRAMED ADDITION 3. FRAMING ANCHORS: SIMPSON GALVANIZED, W/ALL NAILS, SCREWS AS ULTIMATE WIND5PEED: 160 MPH 5 5ECOND GU5T SCHEDULED, DE51GN CODE: WIND CODE: A5CE -1-10 {ALL HEIGHT} WIND 5PEED: 160 MPH 4. ANCHOR ADHESIVE: SIMPSON AT ACRYLIC -TIE, 2 COMPONENT, CAT. PA. 69 ROOF LOAD: 40.0P5F FLOOR LOAD: N/AP5F R15K CATEGORY: II oNl INTERNAL PRE55URE COEFFICIENT: +/- 0.18 ROOF ROOF TOYER ><30 FELT BUILDING MEAN HEIGHT: N/A PAPER ON 5/8" 05B SNA HING ROOF OVERHANG: N/A WITH "H" CLIPS 8 ANGHD TO J� CONVENTIONAL ROOF MING ® �4(AROOF PITCH: 2:12 24"O.G. MAX. W/ 8d GUILS ®roll O.G. TOP OF PLATE Ln U6 OF 5OFFIT TOP OF WINDOM 51 A4 1 1/2" xb" SILL TRIM W/PANEL TO MATCH EXISTING RE51DENCE 44 FINISH GRADE _o 5" CONCRETE BLOC tV OF FOOTING O FIN15H PIERS ON GRADE U INSULATION BAFFLE BETWEEN .-. r. EACH JOIST PROVIDE MIN. R38 BATT IN5UL. E �" DRYWALL CEILING DOUBLE 2Xro VENTED SOFFIT INSTALLED PER MANUFACTURERS SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS 8 INSTALLATION IN5TRUGTION5 PER C_ FB-RE5 R613.6 4 R613.1.5 SEE ADDITIONAL WINDOW FLASHING DETAILS THI5 SET PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW GROUND FLOOR J" PAINTED DRYWALL 1�"x3#" STUDS a 16" O.G. (SEE 5TRUCT. ENGINEER'S ENGINEERS DRAWINGS) BATT IN5UL. FILLED (R-15) 5/8" 05B EXTERIOR SHEATHING FIN15HED WALL PANELS PER BUILDER TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" 3/4" T4G PLYWD W/ "A" SIDE UP U/ 1/16 JOINTS, GLUED 4 SCREWED OR NAILED W/ RING-SHANKED FASTENERS a roll O. C. OVER 2XI0 JOIST STAGGERED (MIN) TO FLOOR JOIST 2"XIO" FLOOR J015T WITH 3/4" PLYWOOD \SHEATHING 51MPSON-STR_0N -TIE OR EQUAL JOIST HANGER HUS210 - 2XIO CONCEALED FLANGE HEAVY FACE MOUNT HANGER-G"30 GALVANIZED U/SIMPSON 16D5HDG-R 16cl X 3-1/2" (SIDING) NOTE: Depending on your joist spacing, for lro" O.0 joist spacing you would use 20' of that bead of glue and a tube would do just over 3 sheets. GONSTRUGTION: LAUNDRY/PLAYROOM/ BATHROOM AREA TABULATIONS ADDITION AREA: 595 50. FT. TOTAL: 595 50. FT. REFERENCE SYMBOLS 2X FRAME WALL 2X FRAME WALL WITH INSULATION 2X BEARING WALL WITH STUDS AT 16"O.C. CONCRETE BLOCK WALL BRICK VENEER ED W1 R01 DOOR NUMBER LYE I'llI1Z16PJmato] ul.1a REMODELING NUMBER DETAIL NUMBER I BUILDING SECTION TAG SHEET NUMBER 4 DETAIL NUMBER - SHEET NUMBER 4 DETAIL KEY MC MEDICINE CABINET ELEVATION INTERIOR ELEVATION KEY NUMBER VIEW ORIENTATION BATHROOM 9okn Pau[ ar 5512 Pine 7�ree five rFt Pierce �'�os^i�a, 34982-7569 A-1 PROJECT INDEX IN FORMATION, SPEC,PROD,APPROVAL A-2 PARTIAL OF COVERED PATIO REMOVAL / FLOOR FRAME A-3 FLOOR PLAN / ELEVATION A-4 FLOOR FRAMING / ELECTRICAL LAYOUT A-5 DETAILS M-1 HVAC LAYOUT SQUARE FOOTAGE NEW ADDITION 595 SQ.FT TOTAL RENOVATED 595 SQ.FT PRODUCT APPROVAL WIND SPEED 150ult or 116 asd mph (T-R301.2.13) Building Product Opening Design Design Product Model # Manufacturer Glass Description Size, Spacing Embedment ID Pressure Pressure sf sf MASONITE MASONITE EXTERIOR WOOD EDGE STEEL INTERNATIONAL ONE #10 WOOD SCREWS OR 1/4" TOPCON 2-112 " 1 3068 Impact Resistant SIDE HINGED DOOR TAMPA CITY CENTER 201 N/A MIN, EMBEDMENT 2 1/2" MIN. EDGE N/A +70/-70 Opaque Panels Door UNIT NORTH FRANKLINST SUITE 300 TAMPA, FL. FL. DISTANCE 314" MAX SHIM SPACE FL# 22513.6 43164" O.AI.G. LAMINATED GLASS CONSISTING OF 1 SEE ATTACHED AMERICAN CRAFTSMAN ANNEALED GLASS /3 APPROVAL DETAILS NOTES WINDOWS AND AMERICAN CRAFTSMAN AMERICAN AMERICAN CRAFTSMAN STEEL SPACER 32.. DOORS ASSEMBLES SHALL CONFORM TO ZONE 4, 30 SF ±50.0 PSF 2 SINGLE HUNG WHITE CRAFTSMAN HOME DEPOT ANNEALED GLASSSS FBC-R-2017. ALL CONNECTIONS BY OTHERS + 50/-50 ±70.0 PSF VINYL IMPACT WINDOW 70 SERIES FL# 14911.5 0SAFLEX PVB SHALL BE CAPABLE OF RESISTING -43.7 INTE NTEER BY PSF/+37.5 PSF EASTMAN CHEMICAL COMPANY 3132 THK ANNEALED GLASS Extreme Metal Fabricators Fastner 1 (Method 1 Attachment): #10 x 1-1/2" 3 5V Crimp 26GA Steel Roof FPA# 17022.1 , Inc. 2160 SW Poma Drive N/A Hex -Washer Head wood screw* to penetrate N/A -101 psf Panel 5-V Crimp Palm City, FL 34990 3116" min. thru deck or 5/8" embedment into wood plank. x nal s may a use w er 0.148" x 3" nails are specified with no SIMPSON HUS210 HUS210 SIMPSON STRONG -TIE reduction in load. Where 0.162" x 3 1/2" 4 FL# 1065 2151 SOUTH AIRPORT N/A N/A N/A SIMPSON MUS26 MUS26 FL# 1053 0531.19 DRIVE McKINNEY, TX 75069 nails are specified, 0.148" x 3" or 0.148" 3 1/4" nails may be used at 0.85 of the table JAMES HARDIE BUILDING PRODUCT THICKNESS 5/16" SIDING 5 HARDIE BOARD SIDING FL# 13192-R6 PRODUCTS 10901 ELM AVEN/A 0.093" SHANK X 0.222" HD X 2.0" 8 DESIGN LOAD NOA 20-0730.06 FONTANA, CA. 92337 909-641-0498 LONG GALV. SIDING NAIL (PSF) _47.9 HE SOFFIT SHALL BE INSTALLED OVER 2"x4' S-P-F WOOD STUDS SPACED A MAXIMUM OF JAMES HARDIE BUILDING 16" O.C. THE SOFFIT FASTENER SHALL BE A PRODUCTS 10901 ELM AVE2" 1, 901CA. ELM LONG, 0.223" HEAD DIAMETER, 0.092" 6 HARDIE BOARD SOFFIT FL# 13192-R6 FDUCTS N/A HANK DIAMETER, CORROSION RESISTANCE NOA 20-0730.06 909-641-0498 SIDING NAIL, SPACED AT 4" O.C. DRIVEN INTO WOOD STUDS AT 16" O.C.W/ MIN. EDGE DISTANCE OF 3/8" AND A MIN. CLEARANCE OF 2" FROM CORNERS. Joseph Simmons, III P,E Digitally signed by Joseph Simmons, III RE Date: 2021.03.10 22:17:44-05'00' Date: Joseph Simmons P.E. # 52101 Engineer of Record This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. 18.9 X N Wood / o� Ster s °� Ze/6/k/ 4100' One Story Residence 5512 Pine Tree Drive Finished Floor El. 21.15 � 1109' 3/4" T46s PLYWD W/ "A" SIDE UP W/ 1/16 JOINTS, CLUED d SCREWED OR NAILED W/ RING-SHANKED FASTENERS e 6" O. C. OVER 2XIO JOIST STAGGERED (MIN) TO FLOOR JOIST R-30 GATT INSULATION 2x10 SOUTHERN YELLOW PINE "2 BEAM AS REQ'D SEE STRUCTURAL PLANS FOR SIZE ANCHOR PLATE d BEAM TO PIER 2 x 6 P.T. SILL GAL V. METAL TERMITE SHIELD CONCRETE BLOCKS VAPOR RETARDER 4"xl6 "x12 "D d 4 GONG. FTC. ° If � 2 "4 BARS CONT. "' ... \—UNDISTURBED 'I SOIL 1 Cf;R,4UJL ef,4CE FIEF DETAL �2sCALE: 1 /4" = V-0" 6' Plastic Fence Ledger Board Fastener Spacing Schedule Joist span Fastener Spacing, On Center 1/2" Lag Bolt SDWS Timber Screws Thru/Carriage bolts 0'-6' 30" 12" 36" ro'-8' 23" 9" 36" 8'-10' IS" l" 34" 10'-12' 15" 6" 29" 12'-14' 13" 5" 24" 14'-16' II" NA 21" 16'-18' 10" NA 19" 3-- INSTALL 12"x12"x24" DEEP CONCRETE FOOTING (13 places) (3) 2"xlO" RIM JOIST NEW FLOOR BEAM 4 1 A2 INSTALL 12 `x12 "x16" DEEP CONCRETE FOOTING (13 plac(ss) SAID -CUT AND REMOVE CONCRETE SLAB IN AREAS WHERE ADDITION FOUNDATION TO BE INSTALLED 6= ,. ,. - _ IIIM_,�~1I�� I II!.OI��� MAN E. I IIIM=II /I rm i NOW. Iai� '�► IIE�— Illi �L`, !II L �- AW . _ 'A!R ��. I� L�WO�- ilk 1 t- --■■�r�//�� ' _�. I INSTALL 2 "X 10" LEDGER BOARD WITH 1/2" BOLT OR LAG EXISTING FRAME PATIO SCREWS 07NO5 1pill — N INSTALL 2 "X 10" 2"X 10" LEDGER BOARD LEDGER BOARD WITH 1/2" BOLT OR LAG WITH 1/2" BOLT OR LAG SCREWS C 1 PLACES) SCREWS LIDS 504F�E) [DTA L SOLE: 1/411-1-011 / �(3) 2"xl(IJ" RIM JOIST 2 'xIO" BEAM SIMPSON JOIST HANGER Jose h Digitally signed Simmo by Joseph Simmons, III RE n s III 22021.03.10 P.E 22:18:22-051001 INSTALL SIMPSON HUS210-2 DOUBLE 2 X Im FACE MOUNT HANGER - G9m GALVANIZED JOIST HANGER OR EQUAL NAILED W/SIMPSON 16D5HDG-R 16d X 3-1/2" NAIL (S) PLACES INSTALL SIMPSON HU5210 SINGLE 2 X lm HANGER - GeO GALVANIZED JOIST HANGER OR EQUAL NAILED W/SIMPSON 1roD5HDG-R I/od X 3-1/2" NAIL (ro) PLACES X13TIN 2 3T0 L0001D FfRA� IE F�3f DNC Simpson Strong -tie THIS AREA OF EXISTING FRAME COVERED PATIO TO BE REMOVED TO ADD NEW FRAME ADDITION This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. No.52101 �® STATE OF Date: Joseph Simmons P.E. # 52101 Engineer of Record 222021 AE)DITION STp. 5"35 SQ. ET, EXISTING 1 STORY WOOD FRAME RESIDENCE dl CA Joseph Simmons, III P.E Digitally signed by Joseph Simmons, III P.E Date: 2021.03.10 22:20:24-05'00' 3" ------------------- PROPOSED BREEZEWAY �0 inloF,'-4"-10" 5'-6" 3'-2" ;n 30 5 3'-10" X 1'-8" of \� 3066 M 4'- 3'_g t0 4' 3 -.4— r fr BATHROOM - �R024 B3 m 4 Post , m 33062112 _ ---ATTIC --- N - ACCESilv_ `per" rc N w (V M 22.5" x 5 HAFRONT 4'-8" XTO �DOOR 5 L BE QWNERS HOCa ANTRYI 1 PLAYROOM 11'-5" X 14'-2" v, 4 -5" X 11'-roll 4'-8" 3065 31 HALL LAUNDRY 5-1" X 5-6" 11'-4" X 11'-6" I l I J e N HA 5' -1" X 6'- UNDERLAYMENT 5H 3640 4'_2" 3'-0" , 6'Ll" EX15TING WOOD FR,4ME COVERED PATIO --------------- SCALE: 1/411 _ 1 LI Q U oZ ZOp N VV X' LLI N REAR DOOR 5TYLE TO BE OWNER5 CHOICE EXISTING 1 STORY WOOD FRAME RESIDENCE METAL ROOF TO MATCH EXISTING RESIDENCE 2'-4" F fRCNT ELEVATION SCALE: 1/411 _ 1-011 SIMPSON PCZro WITH 10 Imd TO BEAM 5 lmd TO POST (2-PLACES) PROPOSED BREEZEWAY SIMPSON ABU66 12-16d NAILS EWITH ANCHOR BOLTS CONCRETE SLAB — EXISTING C2 PLACES) 2 STORY WOOD MATCH NEW SIDING FRAME RESIDENCE TO EXISTING RESIDENCE SIDING IF POSSIBLE SIMPSON HANGER \ OR EQUAL FRAME RESIDENCE 12 O 2 e fRAfR ELEVATION SCALE- 1/411_1_011 NEW AHU TO BE INSTALLED IN ATTIC _- FRONT DOOR 5TYLE TO BE O1^1NER5 CHOICE VINYL VERANDA LATTICE TO PREVENT RODENTS FROM LIVING UNDER CELLAR HOME DEPOT MODEL # 13004144 METAL ROOF TO MATCH EXISTING RESIDENCE BREEZEWAY POST BOTTOM BRACKET Washer Installation: Required- ' Not Supplied ® • ABA, ABU - for pre -pour installed anchors. For Simpson Strong -Tie epoxy or mechanical anchors, select and install in t accordance with www.strongtie.com. • Products require washers 'w between the nut and the base. Washers are supplied with the ABU but not the ABA, ABA44Z ABU44Z Typical ABA Installation which requires a standard cut washer. (ABU Similar) Model No. Post Size Dimensions (in.) Anchor Dia. Post Fasteners W L H HB Nails SD Screws Machine Bolts Qty. Dia. ABA44Z 44 3 9/16 31/8 3 1/16 - 1/2 6-1 Old 6-SD #9x1'/2 - - ABU44Z 4x4 3 9/16 3 51/2 1 314 5/8 12-16d 12-SD #10x1'/2 2 1/2 ABA46Z 46 3 9/16 5 3/16 31/8 - 5/8 8-16d 8-SD #10x1'/2 - - ABU46Z 46 3 9/16 5 7 2 5/8 518 12-16d - 2 1/2 ABA66Z I 6x6 51/2 51/4 31/8 - 518 8-16d 8-SD #10x1'/2 - - ABU66Z 6x6 51/2 5 61/16 13/4 5/8 12-16d - 2 1/2 ABU88Z 8x8 71/2 7 7 - 2 -5/8 18-16d - 1. p indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. NEW AHU TO BE INSTALLED IN ATTIC lr- ------- ---- --- r--- --- r--T --- --- --,---- r------ lllllllllllilili i This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. l l l l l l 1 1 EXISTING F- 2 STORY WOOD l I FRAME RESIDENCE I -------- -------------- ";va`''", �� � � �- -- --- ----- , , EXISTING COVERED ®, ? PATIO X l0 I a la 4-2 8 EA ER ;� -- _ ----- -z �,:s,:;-s �> OV IR FIRE I O ; " ' "<' MATCH NEW SIDIN TO EXISTING RESIDENCE SIDING L A/C CONDEt` IF POSSIBLE �ANDOUTLETDEFTELEVATION &CALE. 1/411 _ 1 _011 EXISTING 1 STORY WOOD FRAME RESIDENCE VINYL VERANDA LATTICE TO PREVENT RODENTS FROM LIVING UNDER CELLAR (OR SIMULAR) HOME DEPOT MODEL # 13004144 PROPOSED WOOD \ VINYL VERANDA LATTICE TO PREVENT RODENTS FROM LIVING UNDER CELLAR (OR SIMULAR) HOME DEPOT MODEL # 13004144 BREEZEWAY POST TOP BRACKET 7" FRAME ADDITION Model No 4 W (in.) Fasteners2,3 Post Size Beam Post PC6Z 51/2 (10)10d (8)10d 46 6x6 6x8 1. Post and beam may consist of multiple members provided they are connected independently of the post cap fasteners. 2. 10d x 2Y" (0.148" dia. x 2Y" long) nails may be used with no load reduction for uplift and 0.85 of the table loads for lateral. 3. Strong -Drive® SD9 x 1Y2" Connector screws may be substituted for table fasteners with no load reduction. 4. Models available for rough size lumber, specify RZ suffix. Ex. PC4RZ. 1%" Stro g 0 m m 0 ® I w 2Y8" Post flange- PCZ CONTRACTOR TO VERIFY EXISTING BUILDING FINISHED FLOOR ELEVATION AND MATCH NEW ADDITION TO SAME ELEVATION 0 w j 222021 0 3" ADIDITION i STD. 595 SQ. PT. Pilot holes for manufacturing purposes (Do not install bolts) (typ.) �� •°VCEN3F°•.°��y �� No. 52101 a STATE OF Date: Joseph Simmons P.E. # 52101 Engineer of Record EXHAUST FAN SCHEDULE FAN No. MANUFACTURE MODEL TAPE CFM LOCATION FI PANASONIC WHISPER CEILING 40 BATHROOM 4" MTL DUCT THROUGH WALL FOR DRYER EXHAUST W/BACKDRAFT DAMPER L05 U FI \\ BATH IOC " GFI 3068 � -------------- m PULL 5TRING ( m i ATTI i LIGHT IN ATTIC / A60E5 ' i � 22.5" x � % CL65ET 4'-8" X 5'-10" NSA PLAYROOM 11'-5" X 14'-2" LAUNDRY 11'-4" X 11'-6" �dR110dD L CTF;� f CAL L A'rOJT SCALE. 1/ '1 _ 1 -011 10d Staggared 16"o.c. (2) 16d R PANTRY 44" X 8'-0" i 1 �, 3068 HALL 5'-111 X 5'-61, I I NSA J EXISTING WOOD FRAME COVERED PATIO I J 1"x4" Min. or 1/4" wide 16 Ga. Steel Strap Brace @ 45d , Wood panel will also suffice. 10d Nailing Metal Brace ( Simpson RCWB) Sole Plate 8d Toe Nails $ 2 WAY 51,1ITCH (50' HIGH TO CA.) (^` $3 3 WAY SWTCH \ \ (BO' HIGH TO CA.) N STD. LIGHT FIXNRE 4 WAY SWITCH BRACE dUNPREVURED (50' HIGH TO CACA-)/ \ FOR FRE CEILING FAN DDIIMMMER S"T H l V, / \ � 11 OUTLET O- HIGH TO C/L WALL-MdMTED) O CAPPED ROWIFIN CEILING MOUNTED LIGHT NOV SPLIT OIIRET-SYIITG NG' HIGH TO C/L WALL-MaWrED) LIGHT FIXTURE (CEILING MOUNTED) NOV R OVET OVER COUNTERS rLQG RILL CHAIN LIGHT FIXTURE (42' HIGH W/°LL-MOUNTED) �Tr (CEILING MOUNTED) p NOV OUTLET WATERPROOF `P WAT6WROOF (SHOVER RECESSED LIGHT) WALL -MOUNTED) p V(< IIw IND FA J,v ypppz PROOF GRgND CIRCUIT {'(} (BA,TIRM. CEILING MOUNTED) INTERRUPTER IIw 51N5LE OUTLET DEDICATED RECESSED CANED LIGHT FOR DISHWASHER OR DISPOSER (CEILING MOUNTED) OR MICROWAVE ® 22w C HEAVY DUTY OUTLET FLRESGENT LIGHT NO BOX • ELOCK WALL �W(CEILINS MOUNTED) HIGH TO CA.) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) . 02' HIGH) EXNNI5T FAN. GABLE T.V. JACK E) 02' HIGH) CEILING MOUMED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN o- THERMOrTAT 8 JAR LAW PUSH EIU TON SWITCH (EXTERIOR WALL MOLM®) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) O SPEAKER WIRE FLOOD LIGHT PRE -WIRE (EXTERIOR WALL MONNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FELL 20b. R313.1 N5A PROVIDE I SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM. ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF I SOUNDS. SMOKE ALARM WIC TO COMPLY WTH NFPA T2. U ALL FAMILY ROOMS, DINNING ROOMS, LIVING ROOMS, PARLORS, LIBRARIE5, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLHAY5, OR 5IMILAR ROOMS OR AREAS SHALL HAVE AFCI CIRCUITS, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRAWN CIRCUIT. 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. 4) THE ELECTRICAL COORACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE NEC. AS ADOPTED BY THE FLORIDA BUILDING CODE. METAL ROOF OVER 15 LB. FELT ON 15/32" PLYWD. OR -1/16" O.S.B. SHEATHING — FASTENERS MUST BE CORROSION RESISTANT, GALVANIZED, OR STAINLESS STEEL DRIP EDGE FLASHING 6" HARDITRIM FASCIA — 2X6 SUB -FASCIA SOFFIT — oseph Digitally signed TOP PLATE AND BRACING by Joseph NOTE: One toenail thru studs to sole plate Simmons, Simmons, III P.E sufficient if diagonal sheathing used I I I P E Date: 2021.03.10 • 22:21:12-05'00' NSTALL HALF OF FASTENERS @ EAC END OF STRAP / 14-10d \� (TOTAL) / TYPICAL MTS12 INSTALLATION AT EACH ROOF FRAME I5/32" C-D PLYWOOD OR 1/16" O.S.B. SHEATHING W/ ALL EDGES BLOCKED AND 86 RING SHANK NAILS 0 4" O.G. AT EDGES 4 6" O.G. ® THE SHEATHING INTERIOR MATCH EXISTING MANUFACTURE SIDINGS ANCHOR EA. STUD TO FLOOR SYSTEM W/ STRUCTURAL SHEATHING (ABVd OR USE SIMPSON LSTA 24 EA. STUD TO FLOOR SYSTEM ANCHOR FLOOR SYS. TO GONG. LINTEL W/ SIMPSON META 16 ® EA. FLOOR JOIST. (24" O.C. MAX.) SOIL TO BE TREATED W/ TERMITICIDE COMPACTED SOIL 2 12 I/ EXISTING 1 STORY WOOD FRAME --,�_»_ RESIDENC I, -I SIMPSON TOP POST PCZ (SEE SHEET A-3) SIMPSON POST BASE 45A6&Z _ , ,_011 �_m11 �_ml �_mll �_�11 �_�11 �_�11 �_�11 'E =::A (SEE SHEET A-3) (2 PLACES) ALL ROOF FRAMING TO BE 2" x b" (FIELD FRAMING) TYPICAL Y _ ---- [tFJ 2" x 6" FIELD FRAIMIN& ----- 9 2" x 6" FIELD FRAMING 2" x b" FIELD FRAMING 61 2" x b" FIELD FRAMING 2" x 6" FIELD FRAMING 2" x b" FIELD FRAMING 0 2" x b" FIELD FRAMING I I 0 2" x b" FIELD FRAMING II 0 (4 - 2" x b" FIELD FRAMING 2" x b" FIELD FRAMING e 2" x b" FIELD FRAMING 0 NEW CONVENTIONAL FRAME ROOF NEW CONVENTIONAL FRAME ROOF FRAME (SEEELEVJ n fROOF JOIST LA"'�OIJT ROOF FRAME BEAR W. SCALE. 1 / ii 1 I _ 1 _ 0 11 1/2" DRYWALL DELL. 2X4 TOP PLATE SHEATHING FASTENED TO BOTH TOP PLATES a 4" O.G. W/ 8D RING SHANK NAILS 1/2" DRYWALL OVER 6 MIL POLY VAPOR BARRIER 2X4 WD. STUDS 6 16" O.C. W/ R-II FRICTION FIT INSUL. (31/2" BATTS.) 2X4 SOLE PLATE 3/4" TEG PLYWD W/ "A" SIDE UP W/ 1/16 JOINTS, fGLUED a SCREWED OR NAILED W/ RING -SWANKED FASTENERS m 6" O. C. OVER 2X10 JOIST STAGGERED (MIN) TO FLOOR JOIST P.T. SILL PLATE ANCHOR BOLTS ® 6'-011 O.C. IN GROUT - 04 REINF. CONCRETE FOOTING (OPTION)WALL SECTION 2 AO SOUTHERN YELLOW 02 PINE FLOOR JOISTS SIMPSON MU526 JOIST HANGER (TYP) EXISTING 2 STORY WOOD FRAME RESIDENCE Simpson Strong —Tie \MUS26 I I I This item has been I I Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. HIP END y� I 1 ROOF 0 031 T OI I© L---------------- J RIDGE 4' © I I I \L(D NAILING PATTERN: ZONE #I = 8d (o I2" O.G. FIELD 8 6'' O.G. EDGE. iv - ZONE #2 = Sd (D 6" O.G. EDGE & FIELD. ZONE #5 = 8d a 4'' O.G. SABLE 6'' O.G. FIELD & EDGE. PNEUMATIC NAILS: PNEUMATIC OR MECHANICALLY DRIVEN NAILS WILL BE ACCEPTED UNDER THE FOLLOWING CONDITIONS: A. MINIMUM NAIL SIZE: &d OR LARGER SPIRAL SHANK WITH: o MINIMUM SHANK DIAMETER - .O-Iq o MINIMUM LENGTH - 2.I/4'' O MINIMUM HEAD DIAMETER - 15/64'' GABLE END ROOFEDGE No. 52101 gr STATE OF '4Q Date: Joseph Simmons P.E. # 52101 Engineer of Record 222021 STD. E595 5Q. PT. JrY Simpson Strong -Tie RSP4 Top Plate to Stud For Rou( Opening Size --Se Window Specs. 2"x"6 Sill INSTALL HALF OF FASTENERS W EAC END OF STRAP / CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS 2" X 4" Cripple PANEL SHEATHING USED AS CORNER Header BRACING W/ LONG DIMENSION (Size For Span) PARALLEL TO STUDS Double 2" x 6 " Studs 2" X 6" Cripple Header (Size For Span) For Rough Opening S See Door Specs. Cut out Sole Plate After Erection or Before (Optional) DOOR & WINDOW HEADER DETAIL Double 2" x 4" Studs CCLUt-IN SECTION SCALE: 1 /2" = 1'-0" 14-1Od J (TOTAL) TYPICAL MTS12 INSTALLATION (2) D O� DO 6' , OD o o O JT. FULL HGT. 1D TO HEADER STUD 16d N @ 6" O.C. PLATE BEARING WALL DOOR FRAME SCALE: 1 2 = 1 —0 WALL FRAMING SPF #2/HEADED #2 LEAVE 1/4" GAP @ EDGES & 1/8' GAP @ ENDS UNLESS OTHERWISE REC— OMMENDED BY MANUFACTURER WALL FRAMING 10d NAILS @ 6" O.C. AT EDGES & SEAMS AND 10d NAILS @ 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE PANEL FINISHTO MATCH EXISTING HOME WALL SHEATHING AT NOItlELLRAP AT AS DEG ANW.E I MODFIED'I• CUT N I I LI1E OF u.roau I I I � I APPROVED Hd18EWRAP \ OVER SNEATNING OVER wD sTUD wALL STEP 1 FRAMING NOTES 1. ALL EXIERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X12 HEADERS UNLESS OTHERWISE INDICATED. 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV. 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS OVER PROVIDED FIREBLOCKING, DRAFTSTOPS & FIRESTOPS AS PER THE U.B.0 SEC. 2516F. 4. LUMBER SPECIES: A. POST, BEAMS, HEADERS, JOISTS & RAFTERS. B. SILLS, PLATES, BLOCKING, BRIDGING ETC. C. STUDS D. POST & BEAM DECKING E. PLYWOOD SHEATHING F. GLU—LAM BEAMS ILD NOUBEWRAP OUl1 I TAPE IAACNAL LIIT I � MEAD OF NDOW WOOD FRAME — WINDOW FLASHING INSTALLATION DETAILS SCALE: NTS Joseph Simmons, III P.E Digitally signed by Joseph Simmons, III P.E Date: 2021.03.10 22:21:43-05'00' GFPLT 9 :ONTNJ( A I e AHBB A n AFPL' >ACK Oi LAILNCs 1 IDLES O D 52 SP4Z SDWC15450 (SPH4 similar) SP1Z D H2.5AZ 52 �o Simpson Strong -Tie Bottom Plate to Stud I. W = INSTALLATION AND 0..ASNNG DETAILS ARE CONSISTENT WI AB Jltl METHOD A -I EXCEPT SELF-ADIffRING MEFBRNE FLA8HNG8 ARE USED ]. IT 18 THE INSTALLATION /.xITAG 5 REBP ISLTT TO VERIFY THE COMPATIBILITY 6 ALL PRODIlCTB NCLIIDNG H sEWRAP. SEALANT_ I SELF-ADIffRING FLABNNG MATERIAL8118ED DARING CONBTRIICTION d INSTALL ALL MATERIALS FER MA ACTLIWF® YA2IT 8FECI1"LATI-6 VIA@JING- SEALANTSFLASNINGS MAY IffACT ADVERSELY REAL WNDOW FRAME - MM - RO.. SEALANT AT SILL AND A MN lV - GOTH JA TO POR'1 A 6 DAM. SEAL BALANCE OF FRAME WITI BEALANt OI¢ NON-ExPANDNG FOAM (PROVIDE BACKER ROD IugRE REau1RED) INTERIOR VIEW STEP 9 �OENS�°°.,Uri No. 52101 °• 0•.° STATE OF • �: TSPZ This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. Date: Joseph Simmons P.E. # 52101 Engineer of Record Two H4Z _ SSPZ 222021 ADDITION &TD. 595 50. FT. Job #: John Paul Edgar Performed by Jimmy Evans for: John Paul Edgar 5512 Pine Tree Drive Ft. Pierce, FL 34982 Sheet 1 Ace Air Conditioning 2985 Enterprise Rd. Debary, FL 32713 Phone: 386-668-8651 Fax: 386-668-7758 www.aceac.com jevans@aceac.com Scale: 1 : 107 Page 1 Right -Suite® Universal 2018 18.0.16 RS000268 2020-Nov-20 11:17:27 .tailed Enterprises\John Paul.rup MECHANICAL NOTES ml- ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD BUILDING CODE AND APPLICABLE STATE AND LOCAL ORDINANCES. 02 - CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FORA PERIOD OF ONE YEAR AFTER ACCEPTANCE OF PROJECT. 03- PROVIDE ALL THE NECESSARY INSTRUCTIONS TO THE OWNER, INCLUDING ALL REQUIRED PRINTED MATERIALS, IN THE OPERATION OF THE MECHANICAL SYSTEMS. 04- PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS, ETC. TO THE OWNER 05- SUBMIT EQUIPMENT, ACCESORIES, CONTROLS, DUCTWORK, ETC. SHOP DRAWINGS BEFORE PROCEEDING WITH THE PURCHASE OR INSTALLATION OF SAME. 06- BALANCE ALL AIR SYSTEMS TO WITHIN lmio OF QUANTITIES SHOWN ON PLANS. 0-1- ALL WORK MUST BE COORDINATED WITH ALL OTHER TRADES PRIOR TO EXECUTION 06- A/C CONTRACTOR MUST OBTAIN HIS OWN PERMIT AND PAY FOR ALL REQUIRED FEES. LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY I INSULATED FLEX. DUCT. 11/2" F/GWITH POLYETHELENE JACKETAND STEEL WIRE REINFORCING y AIR FLOW - ADJUSTABLE VOLUME DAMPER SEAL JOINT WITH EPDXY 4 DUCT TAPE PERFORATED DIFFUSER SEAL JOINT WITH EPDXY 6 DUCT TAPE a AIR FLOW NOTE: FMC 40110 OPENING SCREENED WITH NON CORROSION RESISTANT MATERIAL HAVING MESH NOT LESS THAN 1/4" SIZE AND NOT LARGER THAN 1/2 " SIZE INSTALL FLASHING AND STORM COLLAR AT BASE OF STACK. EXHAUST TERMINATION POINT ALL NEW EXHAUSTS FANS FBCM BCM-10-1.3.5 D . FBC-M CH 15 PROVIDE 100 CFM MIN. FAN ATTACH TO SEPARATE LIGHT CIRCUIT IN RESTROOM 24 GA. CzALV ROOF MEMBRANE MTL FLASINING VENT STAG< OVER EXTERIOR PT. PLYWOOD ROOFING CEMENT AROUND FULL PERIMETER 1/4" SLOPE VI RLAP, WOOF-) J ROOF FIR!", 4" DIA. RIGIDUCT DUCT 26 GA. GALVANIZED/T FIN VENT EXHINSULATION AUST FAN n n n n n GRILLE � DRYWALL T''FICAL EXHAUST FAN VENT DETAIL Joseph Digitally signed by Joseph Simmon Simmons, III P.E Date: s, III P.E 1-1/2" MIN. 2C GA GALV STEEL STRAP HANGER (00" O.G. FLEX DUCT W/ R-/0 INSUL MAX. /00"� SADDLE SEAL JOINT WITH STRAP HANGER EPDXY 8 DUCT TAPE INSULATED TOP PANEL CEILING DIFFUSER 2021.03.10 23:16:56-05'00' 2 T'I'FIGAL DIFFLJ&EfR / DUCT CONNECTION DETAIL& "°°vCEN3F°°.��®� No. 52101 ° ® STATE OF Date: Joseph Simmons P.E. # 52101 Engineer of Record This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp Shown using a digital Signature. Printed copies Of this document are not Considered signed and Sealed and the signature Must be verified on any Electronic copies. 222021 HV14C STD. 595 50. PT, PERMIT# 2102-0198 PARCEL # 3402-602-0283-000/8 2/22/2021 Comment: 10) NO PLUMBING RISER PROVIDED.([A]107.2.1) RESPONSE: PLUMBING RISER LAYOUT AND ISOMETRIC IS NOW PROVIDED. 2' VENT EXI0D I MRAM WATER CLOSET ftE81DQJGE ® �. a HOT WATER LINE 1/2' COLD WATER LINE K PLAYROOM PANTRY �t f "HOT \TER LINE ji zoee i I LAUNDRY HALL 112' SEWER SHOWER 10HOT WATER LINE CONNECT TO EXISTING RESIDENCE HOT WATER SOURCE T\ WASHER 1/2' COLD WATER LINE CONNECTTO EXISTING RESIDENCE COLD WATER SOURCE u i - _ I I � w I 3'SEWERLINE EXISTING 3' SEWER LINE TO I SEPTIC TANK — EXISTING'NOOD FROM EXING u FRAME COVERED RESIDENCISTE PATIO EXISTING S' SEWER LINE TO I SEPTIC TANK PLUMBING LAYOUT SINK John Paul Edgar 5512 Pine Tree Drive Ft. Pierce Florida, 34982-7569 SEWER LINE INSTALLED UNDER CELLAR 3 / EXISTING 3' SEWER LINE TO SEPTIC TANK FROM EXISTING RESIDENCE EXISTING 7 —� SEWER LINE TO SEPTIC TANK PLUMBING RISER ISOMETRIC `S This item has been Electronically signed and Sealed by Joe Simmons, On the date/time stamp gyy,� Shown using a digital eietp •. I(y Joseph Digitally signed Signature. mPrintarented ies g y g Of this document are not b Jose h Considered signed and y p Sealed and the signature r0E0F Must be verified on any .p"""� ` Sim m on Simmons, III P.E Electronic copies. II I Date: 2021.04.01 S, III P.E 21:09:10-04'00' Date: Joseph Simmons P.E. # 52101 Engineer of Record