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HomeMy WebLinkAboutApproved Plans4 0 u 0 0 1 O" 0 MARINE PT POST BACKPORCH 4 INCHES BELOW INTERIOR FINISHED SLAB STEP 39' SLIDE VEHICLE ALLOWANCE IA VAULTED C 1LIN( I I I I 3,5: 12 P11 CH I I I I 15 -6" FAMILY ROOM I I I VAULT CEILING PEAK I I CARPORT I N I MAX@ 12 FT- 10IN AI I I 14 INCHES PORCH SLAB BELOW I 12' VAULTED 3.5 : 12 H CU Ww 0z � o WU NN 6' MECH.RM 200 CFM 1 18 SUPPLY ERTICAL m 20X16 BOTTOM (-----------! LJ In L O I 3'X4" I DINING O Q MOVEABLE I CEILING 8 FT '�� M ? i TABLE I N� 2868 M D JBILE o N 2' T I o I � EN 13' 4050 NINDO" EGRESS —12'— MASTER BEDROOM CEILING 8 FT °O M 2868 ENTIRE W LL O1I DER I WASHER IIJI OII11 SOLAR ap LIGHT I TUBE 2�� 00 ATTIC N [ACCESS 8 00 N 51�11 REFRIG PANTRY wasH DOG AREA �I WATER 31-411 CONNECT r c- I Dl cP I I 4 w i INCHES LU I BELOW F RONT ti INTERIOR PORCH FINISHED SLAB ��I 0 -- 200 AMP ELECT. METER MAIN WITH CIRCUITS 2 0 Oz O� X (i 2868 r 3'-101, GFI o p MASTER I N z IATHROO E IILING 8 /\ as 2 rNCL9SL - 4'-611 �THROOM :EILING 8 F 2868 w N„ o BEDRCOM #21 4 CEILING 8 FT O z =N r Oi I , ro f� -t L EGRESS 4050 STEP_ I WINDOW — 25'-6" 50'-6" — 0 13' ti v File Copy GENERAL NOTES 1. FIELD VERIFY ALL FIELD DIMENSIONS AND UTILITIES PRIOR TO CONSTRUCTION. 2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSE TO INSIDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING 4. CABINETRY AND FINISHES SHALL BE SELECTED BY THE OWNER 5. PLACE EXTRA FURRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS WALL LEGEND 2XG EXTERIOR WALLS 0 2X4 FIR STUDS @ I G" OC. 2" DRYWALL BOTH SIDES AND PAINTED. MIN RI I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOK SOUND. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILfTY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BL NECESSARY IN ORDER TO * ` �9PAPLY_1N1 rH t-tLLfhPPLIC1g4'-c CODES, � l9u�l - oa4(< y, i (Tc r0r,o T•, pI ILn N IVYSYON i F�'iF\1 i'Li ru t� 'CD;V3Pl Ltir'CE �1r qhl SQUARE FOOTAGE: C! N r"SVLC>LOJ!TVILL , lAlrl:. JOB (" \`1`::PL:T!�:::NiFI.LrAl.1,LE. LIVING H/C AREA 1327 SQ. FT. BACK PORCH 421 SQ. FT. FRONT PORCH 255 SQ. FT. CARPORT 396 SQ. FT. TOTAL AREA 2399 SQ. FT. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5L .W- /-15oy-l2 & Well # Date: 4 y ( 9 Revie r: SCALE: 1 /4" = 1'-0" Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. coo perentl Ic. construction 6 MAR 2017 R. E APR 12 2017 PER,1AI77iR1G St. Lucie County, FL } W W < ' y0 ^ r ry 0 0 LL.I = I CL LL W y / ON U �y V M W (� n on U N v) 0. L. � r L- d' U. FILE # SHEET # 0 V) N v S9_ 8"0 MARINE PT POST 37'-6" BACK PORCH 4 INCHES BELOW INTERIOR FINISHED SLAB 7'-6" ►� Itr 13' CU w U Uj L)z >z �O w U) f� 61-6" o O P H.B. FIFIT 1011 EGRESS �°F t Wat F FREEZER i 12'— H.R.N. J �w z EXHAUST® VENT THRU ROOF d ' M C1.1 I 1 _1 WA R W E —19'-6" 11 11 2668 O8 MASTER BEDROOM '----- ------' CEILING 8 FT TX4 I DINING $D MOVEABLE I CEILING 8 FT O` 0 1 TABLE roz (0 1 i � tO2A STEP I } $ SOLAR - - LIGHT 4 TU E O NLI VEHICLEALLOWANC E © VAULTED CEILING 2' I-►- 3.5: 12 PITCH — 42" hGT I $ 1 36" HGT. -- -LF I 240 V G -NAIR VENT I I I I STOVE FOP I I I I E W KIT N I I I I FAMILY ROOM 15'-6" I CARPORT I N I 14 INCHES BELOW PORCH SLAB I I 10' I VAULT CEILING AK MAX@ 12 FT- 1 O AFF IN -FLOOR I REPT a w X F X VAULTED CEILING 3.5 : 12 PITCH T O 6'-3" --- �� j-13'-3" — 4 INCHES BELOW INTERIOR FINISHED SLAB 3'-3" 10, '306 8 STEP — 25'-6" 50'-6" — 'F ABIN TS� OVE ENTIRE L CLOSET DLING 81 CARPET — 6' — DRYER 11 WASHER LINEN CO M 88toa 2111 f 3 -10 MASTER GFI IAT H ROO EILING 8 as 2 SOLAR Ill OC) WI LIGHT TUBE O OD ATTIC 6" OD GLANCLNCLSSL 2g N ACCESS - (0 68 10 _ 000 tJ, o _ 4'-6" L171 IGWASHPANT DOG AREA R BATHROOM 24' ER� 31 ^11 SIECT -Y CEILING 8 F c 2868 tosLi �� w 'IOIA O So N, 0 12 5111 BEDROOM #2 F — CEILING 8 FT w N O j C) I ' LO �- — EGRESS O H.B. 6'-6" — 10' 2'-3" 13' HOUSE FRONT FACING ROAD FLOOR PLAN SCA E: 1 /4" = 1'-011 ►V�I SY- 200 AMP ELECT. METER MAIN WTH CIRCUITS v GENERAL NOTES Fii,e Copy 1. FIELD VERIFY ALL FIELD DIMENSIONS AND UTILITIES PRIOR TO CONSTRUCTION. 2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSE TO INSIDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING 4. CABINETRY AND FINISHES SHALL BE SELECTED BY THE OWNER 5. PLACE EXTRA FURRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS WALL LEGEND 2XG SPRUCE EXTERIOR WALLS. EXTERIOR WILL HAVE LAPPED HARDI BOARD. INTERIOR OF WALLS SHALL HAVE K- 19 INSULATION AND I/2" DRYWALL. DRYWALL WILL BE SMOOTH FINISHED PAINTED, GYPSUM BOARD MATERIALS TO BE IN ACCORDANCE WITH R702.3. I OF THE 2014 FLORIDA RESIDENTIAL CODE. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR: WALL AND CEILING FINISHES (SECTION 302.9) Sheetrock Gyspum Panel Flame Spread 15, Smoke -Developed 0 INSULATION (SECTION 302. 10) Owens Corrnng K-1 9 Flame Spread 25, Smoke -Developed 50 PORCH AND CARPORT HAVE 8" 0 MARINE P.T. COLUMNS AND BEAMS. 2X4 SPRUCE STUDS @ I G" OC INTERIOR WALLS. 1/2" DRYWALL BOTH SIDES AND PAINTED. MIN R-I I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. SQUARE FOOTAGE: LIVING H/C AREA BACK PORCH FRONT PORCH CARPORT TOTAL AREA 1 327 SQ. FT. 421 SQ. FT. 255 SQ. FT. 396 SQ. FT. 2399 SQ. FT. SCALE: 1 /4" = 1'-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 f,www.cooperentllc.constructio,nI iH CEILING H SIDES OF 2X) NC. SLAB a• V) U wQ z U _�7_ 4d ~ Q (� Ld Q- 0 OI.- z z W p O fn p W p J W z Q 3: p O W o } w^ LLJr 0LO 0 I- �— z � a Ua w 0 O O J U_ LLJ _ = I (n LL fV 00 C •� M N ^, W .N 0. U. V ^ on U cu Ill cn Vi '0) a L aCS . 'IT ° FILE # SHEET # FP-1 17 MAY 2017 W 12 3.5 1--- 4 CARPORT 0 1 0 12 a 3.5 0 L. 50'-6" _ I FRONT SIDE OF HOUSE .l . BACK SIDE OF HOUSE coiLO (Dw in T ,o U Lu O J a Q 47' RIGHT SIDE OF HOUSE 47' LEFT SIDE OF HOUSE SCALE: 1 /4" = 1'-0" Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. cooperentllc. construction File COPY O U) O U) } MW W Q 0 711 (n z z O O a IL J w Uw to O W 0 � x w W W� to w N � _> .L M C N .N d LL v on V) Ln 4J 4--) r L CL d' LL FILE # SHEET # 3 APR 2017 WINDOW SCHEDULE WIN TYPE SIZE ROUGH OPENING MUNTINS FININSH MANU- FACTURE MODEL # SERIES TYPE NOTES WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW MATERIAL A 4'-411 51-2" 52-3/811 62-1/411 WHITE A WHITE VINYL PGT 5500 B 3-01, 5'-2" 36-1/4" 62-1/41" WHITE B WHITE VINYL PGT 5500 1,2,3 C 21-0" 21-011 25-3/4`° 25-1/4" WHITE C WHITE VINYL PGT 5500 JH1,2,3 1,3,D 6' 0"1'-0"TBD TBD WHITE D WHITE VINYL PGT 5500 FI1,3 NOTES: 1. IMPACT WINDOWS SEE NOA TEST REPORT, PROVIDED BY MANUFACTURER 2. R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF 3. VERIFY OPENING SIZES WITH MANUFACTURER PRIORTO CONSTRUCTION 4. ALL WINDOW BUCKS WILL BE 2X4 PRESSURE TREATED MATERIAL Q WINDOW TYPES SCALE: = I'-0" EXTERIOR ALL FINISH NOTES: 1 . ALL EXTERIOR WALLS WILL BE 6" LAPPED CEMENT BOARD SIDING 2. TOP OF WALLS WHERE IT MEETS SOFFITS OR CEILINGS WILL HAVE 4" TRIM BOARD 3. ALL WINDOWS WILL HAVE 4" CEMENT TRIM BOARDS 4. BACK PORCH, FAMILY ROOM, EXTERIOR SLIDING DOORS WILL HAVE 4" CEMENT TRIM BOARD 5. FRONT DOOR WILL HAVE 6" CEMENT TRIM BOARD 6. ALL SOFFITS WILL BE CEMENT BOARD, NON VENTED 7. ALL EXTERIOR CORNERS WILL HAVE 4" CEMENT TRIM BOARD 8. WOOD COLUMNS WILL BE EXPOSED ROUND PRESSURE TREATED El Product Model Number Manufacturer Evaluation Agency Product Approval # Expiration Date FL/NOA or Miami Dade SH-5500 HR-710 FENESTRATION TESTING 16-0714.03 16-0714.13 3/26/21 1 12/21/21 Windows PGT INDUSTIES, INC. LABORATORY, INC PW-701/720/820 PGT 16-0629.14 1 16-0218.03 2/19/19 1 5/26/21 NATIONAL ACCREDITATION& Exit Doors FIBER -CLASSIC THERMA TRU MANAGEMENT INSTITUTE 7630.1 17630.5 12/31/18 FENESTRATION TESTING Exterior Sliding Doors SGD-5570 PGT INDUINC. LABORATORY, INC LABORATORY, 15-1210.01 4/14/21 CREEK TECHNICAL Roofing Materials HERITAGE TAMCO SERVICES, LLC 18355.1 1/7/19 FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR WALLS FINISH WINDOWCASING BASE CEILINGS NOTES: SEE BELOW TYPE N S E W SIZE TYPE SIZE TYPE TYPE HEIGHTAFF 1 FRONTPORCH BFC CWB CWB CWB CWB VC 8-1 2 BACK PORCH BFC CWB CWB CWB CWB VC 8'-1" 101A CLOSET SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 81-111 4 101 BEDROOM 2 SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 4 102A CLOSET SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 4 102 MASTER BEDROOM SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8111" 4 103 BATH ROOM 2 CT PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 1,2,3,4 104 MASTER BATHROOM CT PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 1,2,3,4 105 FAMILY ROOM SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW VARIES 4 106 KITCHEN SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 3,4 107 DINING SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8111" 4 108 MECHANICAL SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 4 109 LAUNDRY SC 5-1/4" PWD KDTPGW 8'-1" 4 110 PANTRY SC PGW PGW PGW PGW 5-1/4" PWD KDTPGW 8'-1" 4 FINISH LEGEND BFC: BROOM FINISHED CONCRETE PWD: PAINTEDWOOD VC: VINYL BEADED CEILING CT: CERAMICTILE PGW: PAINTED GYPSUM WALLBOARD CWB: CEMENT WALL BOARD KDTPGW: KNOCK DOWN TEXTURE PAINTED GYPSUM WALLBOARD WD: WOOD/ LAMINATE SC: STAINED CONCRETE NOTES 1 PROVIDE MOISTURE RESISTANT DRYWALL 2 PROVIDE DUROCK OR EQUIVALENT BEHIND WALLTILE IN SHOWERS 3 TILE BACKSPLASH ABOVE COUNTERTOPS 4 PRIME ALL DRYWALL AND APPLY 2 COATS OF PAINT (COLOR SELECTED BY OTHERS) DOOR SCH EDU LE SIZE DOOR FRAME NOTES: DOOR # WIDTH HEIGHT THICK MAT FINISH HDWARE TYPE ELEV. MDL# MAT. FINISH THOLD 101A 2'-811 6'-8" ` 1.375" HCW PAINT ORB PH- A WD PAINT N/A 101 21-8'1 61-8" 1.3751. HCW PAINT ORB PH B WD PAINT N/A 102 2'-81P 61-811 1.37510 HCW PAINT ORB PH C WD PAINT N/A 102A 2'-8'" 6'-811 1.375" HCW PAINT ORB PKT B WD PAINT N/A 103 2`-811 6'-811 1.375" HCW PAINT ORB PKT C WD PAINT N/A 104 2'-811 6-8f1 1.375" HCW PAINT ORB PH B WD PAINT N/A 105 2'-6" 6`-8'"` 1.375'" HCW PAINT ORB PKT B WD PAINT N/A 108 2'-6'° 6'-8" 1.3751, HCW PAINT ORB PKT B WD PAINT N/A 109 2'-811' 6141 1.375" HCW PAINT ORB PKT B WD PAINT N/A 110 2'-811 6'-81' 1.75" HCW PAINT ORB PH D WD PAINT N/A 111 8'-0f1 6-8" AL SGD DOOR LEGEND AL: ALUMINUM HCM: HOLLOW CORE METAL PKT: POCKET SGD: SLIDING GLASS DOOR BF: BIFOLD HCW: HOLLOW CORE WOOD SCM: SOLID CORE METAL FG: FIBERGLASS ORB:OILRUBBED BRONZE SCW: SOLIDCORE WOOD FR: FRENCH PH: PREHUNG WD: WOOD NOTES 1. DOOR HARDWARE TO BE SELECTED BY HOME OWNER 2. INTERIOR DOOR STYLES TO BE SELECTED BY HOME OWNER 3. DOOR CASINGS TO BE SELECTED BY HOME OWNERS 4. PREHUNG DOOR ROUGH OPENINGS ADD 2"TO NOMINALWIDTH AND 2-1/2" TO NOMINAL HEIGHT DIMENSIONS 5. POCKET DOOR ROUGH OPENING DOUBLE NOMINALSIZE OF DOOR AND ADD 2", ADD4-1/2" TO NOMINAL HEIGHT DIMENSIONS 6. VERIFY EXTERIOR DOOR ROUGH OPENINGS WITH MANUFACTURERS SPECIFICATION SHEETS SCALE: 1 /411 = 1'-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, A. 34997 772-600-5300 www.cooperentllc.construction I, 111e coy_ 0 W _ z 0 } W W Q � O kY N(gd In to zZ O I 0- o Pr w U I WOD 0 Z_= F- W W tV Z I U) w N U •� r_ M U_ on u r f� L (j) In +-) r L_ a) ON 0 CL 'IT U- FILE # - SHEET # EVm2 3 APR 2017 SF_ 8" 0 MARINE PT POST, SIMPSON CAST IN PLACE POST BASE, CUT FLATS ON POST, (2) 5/8" BOLTS HORIZONTAL THROUGH POST AND POST BASE IS STEP CARPORT 14 INCHES BELOW PORCH SLAB L S9_ BACKPORCH 4 INCHES BELOW INTERIOR FINISHED SLAB OUTDOORHP UNIT Lq �i II n MECHI" 1000 CFM ROOM' K12 SUPPL 40 CFM L ® M13ti H.B. 110 CFM 12X6 6"fd AFL 3 0.. - 200 AMP ELECT. METER MAIN WITH CIRCUITS N ::1 A 1ax1s VERTICAL/ O BOTTOM RETUR�J U FROM ATTIC :. � O 18X16 > RET RN DUCT IN J I" ATTIC DINING 440CFM MASTER BEDROOM FILING 8 FT IOX10RETUR m CEILING 8 FT 8060 © so RETRACTING 560 CFM 110 CFM SLIDER _ _ 802X6M RETURN 8 8X10 6„� CEILING C RETURN 12X10 SUPPLY DUCT 6"0 VAULTED CEILING - 6, 0 6„0 _ (IF]3.5:12PITCH --- — _ 75 CFM 6"0 MASTER 12X6 BATHROOM ­ 50 CFM KITCHEN CEILING 8 FT 6"0 110 CFM o EXHAUST 12X6 110 CFM STOVETOP 12X6 I ' EXHAUST VENT FAMILY ROOM BATHRObM #2 VAULT CEILING PEAK s MAX @ 12 FT- 10 IN AFF - CEILING,8 FT/ E AB T50 CFM KEPT s oE ' LAUNDRY RM XHAUST ;� f 4 SOLAR, 110 CFM LIGHT 70CFM 12X6 TUBE 12X6 AT _ ® ACCESS 6„0 �t 110 CF[01 0 12X6 ryN ryry�rn 75 CFM J 31J\3 F �l d:'.'R P Et RIG v Y 12? i a ,6 t „ o VAULTED CEILING 3.5 : 12 PITCH T ►0 4 a INCHES LU I BELOW FRONT N INTERIOR PORCH FINISHED SLAB -.4 It STEP Im % HOUSE FRONT FACING ROAD MECHANICAL HVAC }+' ' 8" 0 DUCT 3 110 CFM 8X10 SD RETURN i, 6"0 BEDROOM #2 CEILING 8 FT 110 CFM 12X6 0 H.B.1 v S i31. File Copy SQUARE FOOTAGE: LIVING H/C AREA BACK PORCH FRONT PORCH CARPORT TOTAL AREA NOTES - MECHANICAL 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2014) 5th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2014) 5th EDITION / BUILDING 107.2.1. HEAT PUMP SYSTEM CONSISTS OF: 1 2.5 TON-16.00 SEER YHE301321 1 AE42CX21 1 327 SQ. FT. 421 SQ. FT. 255 SQ. FT. 396 SQ. FT. 2399 SQ. FT. 2.5 TON YORK LX SERIES HP CONDENSING UNIT R-410A,SINGLE CIRCUIT COOLING / HEATING WITH SCROLL COMPRESSOR, 208/230-1-60 ARI #8915647 3.5 TON YORK AIR HANDLER WITH PROGRAMMABLE VARIABLE SPEED ECM MOTOR, 21" WIDE CABINET,TXV TO BE FIELD INSTALLED, VERTICAL DRAIN PAN INSTALLED,208/230-1-60 1 S1-1TVMBB1 R-410A BOLT -ON TXV KIT 1 W6K0802B 8KW Electric Strip Heater COOLING OA DB / WB 90 OF / 78 OF, 127 Gr/lb, T-STAT 75.0 OF, 50% RH, 66 Gr/lb, 61 Gr/Ib diff. HEATING OA DB / WB 42 OF / 35 OF, T-STAT 70.0 OF FLORIDA BUILDING CODE 5th EDITION (2014) RESIDENTIAL TABLE M1507.4 MINIMUM BATHROOM EXHAUST = 50 CFM INTERMITTENT DESIGN COOLING LOAD AND HEATING LOADS PER ASHRAE Std 90.1-2007 : DESIGN COOLING LOAD = 24,707 Btuh (20,936 Btuh Sensible, 3,771 Btuh Latent WITH VENTILATION) DESIGN HEATING LOAD = 7,322 Btuh (7,322 Btuh Sensible) 2399 SQ FT UNDER ROOF 1327 SQ FT HEAT/COOL SCALE: 1 /4"=V-0" Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net 3 APR 2017 �L 0 y, 3, Zol7 0 U) T_ 0 LO >Ld wF- TU O_y a _l � U� fl a Z � Lv I-� W LLl (� m cV ^' W ` / _Os Lm N an U can c(i ,Q) C- L � Ln r i CL IV U. FILE # SHEET mmi L H.B. X STEP SLS CARPORT 14 INCHES BELOW PORCH SLAB SLS BACKPORCH 4 INCHES BELOW _ INTERIOR FINISHED �q SLAB F CU W W UZ >Z WO NO N D W.P. P �.�H.B. F a_ VP W 0.: twat y r � �i Clkr i J 4 AFF�PI __MEQH.RM `3 I S XHAUST® E U �ROOF II and I 6 2 AFF :I 4D F� w r x OHO fI w _ ...__.. .. Q z I_ 1/Iry DOI_ m g MASTER BEDROOM S yF' L3 yX4 ' v,� '. CEILING 8 FT DINING TABLE CEILING 8 FT S0 NCO �7 3 I y� S S S L LSL3SF3 044"AFF 044"AFF '6 S SD r 1 Rh;. < D BLE'�Csr`,? 5 053"AFF 053"AFF SFB O T O N S I S T8 OVER - UN ER ._.. ,.., i j 42" HGT„ HGT. CABINET LIG TIN MASTER S - BATHROOM SF S I GFI 17 S : CEILING 8 FT 240 V ENAIR VENT I 'FII 240/120 V I STOVE TOP I 0- IF I STOV &V NT / ---- -- LOW SsH FAMILY ROOM A-PLUGI i O�OIKIITgHEN i o D S ' 00 -- 1 10'�I IIon _ `>lAGJLT CELL -INN EAt . I " ......- _L_r ...' DRYER WASHER MAX{ t 2 F"T- i�N 4if IN -FLOOR S / REPT # X FF F SF 053"AFF F ,J_, S..$S S_.5ftAA"sec �' CA N ENTIWA lB VE P 51T - i IF ,. t K 0 �} t ATHROOM DOG AREA a $; (CEILING S A L F ' w rn , O U VPP- 'R 3 _ _ --W 200AMPELECT. METER MAIN WITH CIRCUITS 3/4" UNDERGROUND FEED FOR PHONE & TV I I W.P. STOVETOP EXHAUSTVENT NOTES - ELECTRICAL 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2014) 5th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2014) 5th EDITION / BUILDING 107.2.1. NATIONAL ELECTRICAL CODE (NEC), 2011. 2. FOR 20AMP CIRCUIT USE #1 2, # 12G CU CrHHN-THWN) WIRE 1.8 KVA LOAD PER 20 AMP CIRCUIT 1 /2" METALLIC OR FLEXIBLE METAL CONDUIT PANEL CALCULATION PANEL CALCULATION (EXAMPLE) KVA DEMAND LOAD 14.4 KVA DEMAND LOAD TIMES 1000 TIMES 1000 DIVIDED BY 240 V DIVIDED BY 240 V XX AMPS 60AMPS ELECTRICAL PANEL 200A 120/240 VAC 10 AIC 10,000 GENERAL LIGHTING & POWER (2399 SF AT 3 VA/SF) 7.2 KVA WASHER 1.5 KVA DRYER 4.0 KVA REFRIGERATOR 0.4 KVA FREEZER (ALLOWANCE) 0.4 KVA RANGE 8.0 KVA DISHWASHER 1.2 KVA DISPOSAL 0.9 KVA SMALL APPLIANCE OUTLETS (2X 1500 VA) 3.0 KVA MICROWAVE 1.5 KVA WATER HEATER 4.5 KVA 32.6 KVA 1st 10,000VA 10.0 KVA 10.0 KVA BALANCE AT 40% 0.4 X 22.6 KVA 9.1 KVA AC UNITS (1) (1-HEAT STRIP) 8 KVA X 65% 5.2 KVA [AC 3 KVA OUTDOOR UNIT; HEAT STRIP 5 KVA FOR LOAD] 24.3 KVA 24.3 KVA X 1,0001240 V = 102 A ALLOW FOR 65% EXTRA CAPACITY USE 200 AMP METER UTILITY CO. UNDERGROUND 200 AMAIN BREAKER MAIN METER (3) #2/0 THHN CU & 0(1) #4 THHN CU GROUND IN 2" CONDUIT ELECTRIC PANEL METER (1) #10 CU GROUNDING ELECTRODE LIFER GROUND TO FOUNDATION STEEL P'ii Coe py ELECTRICAL FIXTURE LEGEND STANDARD 110 V. OUTLET SWITCHED OUTLET WEATHER-PROOF OUTLET ❑-- CABLE TELEVISION OUTLET ► PHONE OUTLET GE 220 V. OUTLET GARAGE DOOR OPENER -(}» STANDARD LIGHT FIXTURE HIGH EFFICIENCY FLUORESCENT LIGHT Y UNDER CABINET LIGHTS LED CLOSET LIGHT 0 WALL SCONCE -(tI- EYEBALL CAN LIGHT -`�}- RECESSED CAN LIGHT -{�/- EXAUSTN FAN W/ LIGHT FIXTURE p EXAUST FAN ZDOUBLE FLOOD LIGHT g SWITCH SD DIMMER SWITCH $3 3 - WAY SWITCH SMOKE DETECTOR �i CARBON MONOXIDE DETECTOR CEILING FAN W/ OR W/OUT LIGHT FIXTURE PER PLAN 4T__1 C1, U Q WO ),I_I cy' ® H V LJ J LL I LIJ LL1 Ld BEDROOM #2 CEILING 8 FT �7 SLLU FRONT SL? cn h) PORCH E 41NCHES + - BELOW .. SL5 SLS SQUARE FOOTAGE: U 'i M INTERIOR 0 FINISHED € ryry,, _ SLAB - �` W.P.LIVING H/C AREA 1327 SQ. FT. ;� N —� U. sF STEP H.B. s BACK PORCH 421 SQ. FT. FRONT PORCH 255 SQ. FT. tY z- 1 _ CARPORT 396 SQ . FT. on � Ql . , )5'-6'-. ___._._ ___ __. _, _..._..._.___,------ .._____, ' TOTAL AREA 2399 SQ. FT. N Cn S- •^ � I'll C1 ' U. FILE # - ELECTRICAL LAYOUT SCALE: 1 /4" = 1 T-0TT Design By Cooper Enterprises 4.0, LLC 2,111 SW Regency Rd. Stuart, FI. 34997 772-600-5300 I\Www cooperentllc.construction 3 APR 2017 Eml 13 NOTES - PLUMBING 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2014) 5th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2014) 5th EDITION / BUILDING 107.2.1. C.o HP OUTDOOR w w ._., . I . --- - - - - - - - 2DLt-I IC.. bYbl t]VI 200 AMP ELECT. METER MAIN WITH CIRCUITS UNDERGROUND FEED FOR PHONE & TV STOVETOP :XHAUST VENT NDERGROUND SINK V.T.R. ,/' rr Y2' n.o. H C SEWAGE 0-,H - . Y° I YZ' SYSTEM SHOWER BATHROOM #2 < 1 i \ \ Y2 W/C�Yz" PLUMBING WASTE RISER NTS KITCHEN \ C� Y H � C SINK -SUPPLY: �H y^ y" HOT (DHW HEATER) COLD (UTILITY MAIN WATER SUPPLY) Y2" W/C C HwY2° MASTER "LA BATHROOM I av y" /2 H y" REFRIG DISHWASHER j^ KITCHEN SINK LAUNDRY WASHER MECH. ROOM DHW PLUMBING SUPPLY RISER NTS WALL LEGEND I y„ WATER CONNECTION y BACK PORCH Y2" y„ WASH SINK File Copy OOM #2 W i O c) >w wl �o 0 D_ l� Ui LLI 0 Z m S J W W_ � I Q_ fV dJ 00 2XG EXTERIOR WALLS. SQUARE FOOTAGE: V •y � EXTERIOR WILL HAVE LAPPED HARDI BOARD. M INTERIOR OF WALLS SHALL HAVE K- 19 INSULATION AND 112" DRYWALL. LIVING H/C AREA 127 SQ. FT. 321 C DRYWALL WILL BE SMOOTH FINISHED PAINTED. BACK PORCH SQ. FT. N —' �"�- FRONT PORCH 255 SQ. FT. Vf C PORCH AND CARPORT HAVE 6" 0 MARINE P.T. COLUMNS AND BEAMS. CARPORT 396 SQ. FT. on TOTAL AREA 2399 SQ. FT. fC3 i 2X4 FIR STUDS @ I G" OC INTERIOR WALLS. O- 112" DRYWALL BOTH SIDES AND PAINTED. ,-J MIN K- I I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. SCALE: 1 /4' = 1'-0" Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. cooperentlic. construction FILE # - SHEET # 3 APR 2017 N 31'-6" 19, FOCI "B" I FOOTER "A" - — - I o m 19'-6" I o BACK PORCH O O PORCH SLAB To nave PORT BROOM HAVE AND -0'-4" Tor Of Slab 4 ' SLOPED PER POOT Lz I � I I + I FOOTER"C"1 1 1 I I Q I 8060 in I U I w FOOTER"B" RETRACTING I — — SLIDER n otol Joint I" Deep po ' O Minimum � I I i I •s.. I FOOTER "C" I 1 � I I 1 I BEARING FOOTING AT 5HOWER RECE55 "M[Y Shower 1 Recess A" Control Joint I" DWRMITE TREATIMENT REQUIRED I i ' I I Minimum 50 I CARPORT I I 5'-4" I OL- I'-G" Top Of Slab I 10, OL 0'-0" Finish Floor Slab T—PT I S wer Re0 5 - -- a IN -FLOOR w REPT BEARING FOOTING AT 3,�„� = p II SHOWER RE E55 "HB" I I w 411, 3000 F51 CONCKAff WITh GG 1010 W o CARPORT SLAB TO HAVE '1,. i I W.W.M. OVER G MIL V FOR BARRIER OVER LIGHT GROOMFN15HAND SLOPEDPER FOOT CLEAN COMPACTED TE MITE TREATED 501L 2,500 PSF MAX. 501L (LOADING 1 I I I wI O 1 Control Joint I" Deep Minimum 1 •, . I FOCI I 1 I I I s..--------'-- FOOTER ICI I , 1 Control Joint I "Deep 1 I Minimum ' UJ SLABHAVE PORCw LIGHT BROOM FINISH AND-0'-�}" To Of Slab 1 O LIGHT fI I O I I I ELOPED �PER FOOT I w � i O O w FRONT PORCH L FOOTER "D" J L CEILING 8 FT-4IN I FOOTER"A" - —I - ------ - — — _ ------------ - -� ------ FOOTER'IBII i 12' 1 STEP 7 T-3" 10, 10, 2'-3' — 25'-6" 50'-6" — HOUSE FRONT FACING ROAD STEMWALL 1 MONOLITHIC SLAB LAYOUT SCALE: 1 /4" = V-0" 13' I JI - 200 AMP ELECT. METER MAIN fl f WITH CIRCUITS I I UNDERGROUND FEED PC R PHONE 8 TV I I r` v STRUCTURAL GENERAL NOTES STRUCTURAL DESIGN WORK IS IN ACCORDANCE WITH THE 2014, 5th EDITION OF THE FLORIDA BUILDING CODE AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES. DESIGN DATA AND CRITERIA 2.1. LIVE LOADS (PSF) 2.1.1. 20 TCLL 0 BCLL 2.2. DEAD LOADS (PSF) 2.2.1. 7 TCDL 10 BCDL DURATION FACTOR 1.25, SPACING 24" O.C. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PRE-ENGINEERED TRUSSES 2.3. WIND LOADS (CHAPTER 16, SECTION 1609 FBC 2014, 5th EDITION) 2.3.1. CODE: ASCE 7-10 2.3.2. WIND VELOCITY 170 MPH (ULTIMATE) 2.3.3. WIND VELOCITY 132 MPH (Vasd, NOMINAL) 2.3.4. BUILDING CATEGORY II 2.3.5. EXPOSURE C 2.3.6. ENCLOSURE FACTOR PARTIALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT GCPi = +/-0.55 2.4. DESIGN SOIL PRESSURE 2500 PSF (2000 PSF MINIMUM) BUILDING DESIGN REQUIREMENT, NOT ACTUAL SITE CONCRETE AND REINFORCING (DESIGNED PER ACI 318-08) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PER TABLE R301.2(1) WEATHERING (NEGLIGIBLE), TERMITE (VERY HIGH) MEAN ROOF HEIGHT 30 FT MAX. (11 FT. - 7 IN. AS DESIGNED) DESIGN WIND PRESSURE 72.3 psf WIND PERP. TO BLDG. SIDES WALLS COMPONENTS AND CLADDING PRESSURES CONVERTED TO Vasd ACCORDING TO R301.2.1.3 ZONE 4 +31.2, -35.7 psf ZONE 5 +37.7, -45.6 psf I' X 245 REBAR HOOK @ 4' O.0 4 4"T 24"D 3 BLOCK 4 (1) #5 REBAR CONTINUOUS 12D (3) #5 REBAR CONTINUOUS MOTER "A" SCALE: 1 /2" = V-0" (1) #5 REBAR HOOK @ 4' O.0 20"D 2 BLOCK ED , A, (1) #5 REBAR CONTINUOUS (3) #5 REBAR CONTINUOUS FOOTER "B" SCALE: 1/2" = V-0" COO . a. . FOOTER "C" SCALE: 1 /2" = V-0" I' X 245 REBAR HOOK @ 4' O.C. 4"T (1) #5 REBAR CONTINUOUS L (3) #5 REBAR CONTINUOUS --/ BEARING FOOTING AT SHOWER RECESS "HB11 SCALE: 1 /2" = V-0" 20"D , , I BLOCK 1. ,, FORM FOUR STEP I' X 245 REBAR HOOK @ 4' O.C. 4"T (1) #5 REBAR CONTINUOUS 18"W X 20"D MONOLYTHIC STEPDOWN FOOTER SHOWN WITH (3) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER. ... , . 47 4;:.... - 16"W X 20"D MONOLYTHIC FOOTER SHOWN WITH (3) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER. —� 11-611 FOOTER T" SCALE: 1 /2" = V-0" a 1. tj FOOTER TO File Copy 24"D 3 BLOCK (1) #5 REBAR HOOK @ 4' O.C. 4"T - (3) #5 REBAR CONTINUOUS (3) #5 REBAR CONTINUOUS SCALE: 1 /2" = V-0" (1) #5 REBAR CONTINUOUS AROUND RECESS WITH 6" WIDE THICKENED EDGE 4. BEARING FOOTING AT JI IUVVLF\ I\LULJJ IVIC) SCALE: 1 /2" = V-0" SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net I.IL�-nl'N a w F- U Z Z Q U U W Q � 0 J= U Q I'- CO LLJ U 00 0 w Z Q (� 0 OCV (n Ld.- 17 m J N Z O_j _U = FO [L Z X � W J In W i— V) Ld Ld 2 '— (f) v1 CV �00 O� •L M •N rLon LL L_ C (U ta)/1 l/'1 2- L Lf) a-J 4-J N— L_ CL IL° FILE # SHEET # smi 17 MAY 2017 +3T7, -45.6 psf 0 0 +37.7, -45.6 psf +31.2, -35.7 psf 0 +37.7, -45.6 psf 0 +37.7, -45.6 psf SLIDER +31.2, -35.7 psf ME ME 11 mom WINDOW AND DOOR OPENING DESIGN PRESSURES, HEADER SIZE DESIGNATION 12' 3'-3" ••L 31'-6" � 6-6" 10, 25'-6" 50'-6" 10, 2'-3" HOUSE FRONT FACING ROAD 13' 2X6 BEARING WALL, HEADER, BEAM LAYOUT SCALE: 1 /4" = V-011 0 (n Oz _ Q OF W X W OO O � 0zz } ti File Copy EADER 2X 12 HEADER SYP NO. 2D WITH 1 /2"CDX PLYWOOD EN 2X. CONSTRUCT HEADER WITH LIQUID NAIL GLUE AND ULS, 3 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. 7N H 1 OA TRUSS ANCHORS, ) X 1 Y2 " EACH TRUSS AND TOP FASTENERS, 10 15# UPLIFT, 4L F 1 505#, F2 285# 3 TO SPF. DOUBLE H 1 OA .LATION SHOWN FOR DOUBLE AND LATERAL RESISTANCE AS D. -E 2X6 TOP PLATE NUOUS SPRUCE -E 2X 12 HEADER SYP NO. 2D WITH 1 /2"CDX PLYWOOD EN 2X. CONSTRUCT HEADER WITH LIQUID NAIL GLUE AND u LS, 2 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. DTTOM HEADER PLATE SPRUCE )W OR DOOR Z-FLASHING ABOVE TRIM ) PER PRODUCT APPROVAL FL# 1 31 92. 1 )W OR DOOR OPENING .L WITH PEEL AND SEALING TAPE 'RUCE STUDS @ 1611 O.C. FOR WINDOW. USED AND OPEN FOR DOOR / DOOR HEADER. O"L ANCHOR BOLTS W/ 3"X3"X6" WASHER, C. MAX. SPACING WITHIN 4" OF JAMB POST. TUDS TOP & BOTTOM W/ SIMPSON SP6 STRAP @ 32" O.C., ) X 1 Y2 "STUD FASTENERS, 760# UPLIFT RATING T. BASE PLATE IN ACT WITH CONCRETE HEADER DESIGN FOR WINDOW OR DOOR OPENING. USE AS 2X6 HEADER FOR ALL LOCATIONS NOTED. UNDER MAXIMUM LOADING, USAGE IS 1 /3 MAXIMUM LOAD CAPACITY AT FRONT DOOR AND 8 FT SLIDER. DOOR AND WINDOW HEADER SCALE: 1 /2" = V-0" ARCHITECTURAL SHINGLE ROOF, APPROVED ROOF COVERING, — MANUFACTU RER TO PROVIDE APPROVAL DOCUMENTS AND INSTALLATION INSTRUCTIONS SELF -ADHERING POLYMER MODIFIED BITUMEN SHEETCOMPLYING WITH ASTM D 1970 OVERLAYMENT ON 5/8" CDX PLYWOOD 4' X 8' ROOF DECK SHEATHING. FASTEN SHEATHING WITH 8D RING SHANK NAILS PER ROOF SHEATHING NAILING SCHEDULE. SIMPSON H 1 OA / H 1 OA-2 TRUSS ANCHORS, — (9)1 OD X 1 Y2 " EACH, TRUSS AND TOP PLATE FASTENERS, 1 1 40# UPLIFT, LATERAL F 1 590#, F2 285# RATING. SIMPSON H 1 6/ H 1 6-2 TRUSS ANCHOR FOR ADDITIONAL 1470# UPLIFT AS NEEDED, 1' 6" (2) 1 OD X 1 Y2" TRUSS, (1 0) 1 OD X 1 Y2" PLATES FASTENERS TI ON 8'-1 " A.F.F. 4-3/4" BEARING CUT DEPTH ALUMN. DRIP EDGE SIMPSON COLUMN BASE CB88 WITH (2) 3/4" MACHINE BOLTS THROUGH 8" COLUMN POST FION 0'-0" F.F. COLUMN CROSS SECTION N , BOTTOM COLUMN BASE 8"0 MARINE PT POST, , n (1) #5 BAR VERTICAL @ 48" O.C. MAX, 4" THICK, 3000 PSI CONCRETE SLAB 4„ WITH 661010 W.W.M. OVER 6 MIL X&Y DIST. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING 12 3.5 PRE-ENGINEERED TRUSS / AT 24" ON CENTER, PORCH SEE TRUSS LAYOUT AND ENGINEERING 3-3/4" 5-3/4" 2-PLY 2X 14 HEADER SYP No. 2D WITH 1 /2" THK. CDX PLYWOOD 1 OD NAILS, 2 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. 8" EMBEDMENT COLUMN BASE 20"D 2 BLOCK SIMPSON CAST IN PLACE COLUMN BASE, 3 GA STRAP WITH 7 GA BASE, HDG, 1 /2 CUT 2 FLATS ON POST, 7-1 /2" WIDTH CENTERED, (2) 3/4" BOLTS HORIZONTALTHROUGH POST AND POST BASE -0'-4" TOP OF PORCH SLAB • 47 -V-6" TOP OF CARPORT SLAB (MONOLITHIC SLAB) (1) #5 REBAP CONTINUOUS (3) #5 REBAR CONTINUOUS POST AND BEAM DESIGN, FRONT PORCH, BACK PORCH, CARPORT SCALE: 1 /2" = V-0" Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net WINDOW AND DOOR OPENING DESIGN PRESSURES, HEADER SIZE DESIGNATION 12' 3'-3" ••L 31'-6" � 6-6" 10, 25'-6" 50'-6" 10, 2'-3" HOUSE FRONT FACING ROAD 13' 2X6 BEARING WALL, HEADER, BEAM LAYOUT SCALE: 1 /4" = V-011 0 (n Oz _ Q OF W X W OO O � 0zz } ti File Copy EADER 2X 12 HEADER SYP NO. 2D WITH 1 /2"CDX PLYWOOD EN 2X. CONSTRUCT HEADER WITH LIQUID NAIL GLUE AND ULS, 3 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. 7N H 1 OA TRUSS ANCHORS, ) X 1 Y2 " EACH TRUSS AND TOP FASTENERS, 10 15# UPLIFT, 4L F 1 505#, F2 285# 3 TO SPF. DOUBLE H 1 OA .LATION SHOWN FOR DOUBLE AND LATERAL RESISTANCE AS D. -E 2X6 TOP PLATE NUOUS SPRUCE -E 2X 12 HEADER SYP NO. 2D WITH 1 /2"CDX PLYWOOD EN 2X. CONSTRUCT HEADER WITH LIQUID NAIL GLUE AND u LS, 2 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. DTTOM HEADER PLATE SPRUCE )W OR DOOR Z-FLASHING ABOVE TRIM ) PER PRODUCT APPROVAL FL# 1 31 92. 1 )W OR DOOR OPENING .L WITH PEEL AND SEALING TAPE 'RUCE STUDS @ 1611 O.C. FOR WINDOW. USED AND OPEN FOR DOOR / DOOR HEADER. O"L ANCHOR BOLTS W/ 3"X3"X6" WASHER, C. MAX. SPACING WITHIN 4" OF JAMB POST. TUDS TOP & BOTTOM W/ SIMPSON SP6 STRAP @ 32" O.C., ) X 1 Y2 "STUD FASTENERS, 760# UPLIFT RATING T. BASE PLATE IN ACT WITH CONCRETE HEADER DESIGN FOR WINDOW OR DOOR OPENING. USE AS 2X6 HEADER FOR ALL LOCATIONS NOTED. UNDER MAXIMUM LOADING, USAGE IS 1 /3 MAXIMUM LOAD CAPACITY AT FRONT DOOR AND 8 FT SLIDER. DOOR AND WINDOW HEADER SCALE: 1 /2" = V-0" ARCHITECTURAL SHINGLE ROOF, APPROVED ROOF COVERING, — MANUFACTU RER TO PROVIDE APPROVAL DOCUMENTS AND INSTALLATION INSTRUCTIONS SELF -ADHERING POLYMER MODIFIED BITUMEN SHEETCOMPLYING WITH ASTM D 1970 OVERLAYMENT ON 5/8" CDX PLYWOOD 4' X 8' ROOF DECK SHEATHING. FASTEN SHEATHING WITH 8D RING SHANK NAILS PER ROOF SHEATHING NAILING SCHEDULE. SIMPSON H 1 OA / H 1 OA-2 TRUSS ANCHORS, — (9)1 OD X 1 Y2 " EACH, TRUSS AND TOP PLATE FASTENERS, 1 1 40# UPLIFT, LATERAL F 1 590#, F2 285# RATING. SIMPSON H 1 6/ H 1 6-2 TRUSS ANCHOR FOR ADDITIONAL 1470# UPLIFT AS NEEDED, 1' 6" (2) 1 OD X 1 Y2" TRUSS, (1 0) 1 OD X 1 Y2" PLATES FASTENERS TI ON 8'-1 " A.F.F. 4-3/4" BEARING CUT DEPTH ALUMN. DRIP EDGE SIMPSON COLUMN BASE CB88 WITH (2) 3/4" MACHINE BOLTS THROUGH 8" COLUMN POST FION 0'-0" F.F. COLUMN CROSS SECTION N , BOTTOM COLUMN BASE 8"0 MARINE PT POST, , n (1) #5 BAR VERTICAL @ 48" O.C. MAX, 4" THICK, 3000 PSI CONCRETE SLAB 4„ WITH 661010 W.W.M. OVER 6 MIL X&Y DIST. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING 12 3.5 PRE-ENGINEERED TRUSS / AT 24" ON CENTER, PORCH SEE TRUSS LAYOUT AND ENGINEERING 3-3/4" 5-3/4" 2-PLY 2X 14 HEADER SYP No. 2D WITH 1 /2" THK. CDX PLYWOOD 1 OD NAILS, 2 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. 8" EMBEDMENT COLUMN BASE 20"D 2 BLOCK SIMPSON CAST IN PLACE COLUMN BASE, 3 GA STRAP WITH 7 GA BASE, HDG, 1 /2 CUT 2 FLATS ON POST, 7-1 /2" WIDTH CENTERED, (2) 3/4" BOLTS HORIZONTALTHROUGH POST AND POST BASE -0'-4" TOP OF PORCH SLAB • 47 -V-6" TOP OF CARPORT SLAB (MONOLITHIC SLAB) (1) #5 REBAP CONTINUOUS (3) #5 REBAR CONTINUOUS POST AND BEAM DESIGN, FRONT PORCH, BACK PORCH, CARPORT SCALE: 1 /2" = V-0" Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net c� Z = fN f/) X a J I,, Z W W ON L, Q 11 �yLLJ 11. H— C O c� Z Z U, CL = WCL oa � H z a N O v l O Ld r� r Q � # •— N Cn �' IS? O J Z z J 0 N 0 Q W I"" O z a W uj 0 W 0] W' W0 CD Q X W N 2 W WN U? V) N ^, W > ON V •L p M W .. 0 •N Q L_ mn V � L Ln 4-J a-J V­ L ICL 'IT L. FILE # - SHEET # Sm2 17 MAY 2017 GENERAL NOTES 1. FIELD VERIFY ALL FIELD DIMENSIONS AND UTILITIE-5 PRIOR TO CONSTRUCTION. 2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSE TO INSIDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING 4. CABIN ETRYAND FINISHES SHALL BE SELECTED BY THE OWNER 5. PLACE EXTRA FURRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS WALL LEGEND 2XG EXTERIOR WALLS 2X4 SPRUCE STUDS @ I G" OC -L" DRYWALL BOTH SIDES AND PAINTED. MIN RI I BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION WALLS FOR SOUND. 37-6 1 SINGLE SIMPSON H10A SINGLE SIMPSON SINGLE SIMPSON H10A SEE STRAPPING TRUSS CU w u f— ...... ......-. 1 IQT kl I =Q AI I �I TRUSS ANCHOR @ ENDS, �— „w H10A F Cb ELECT. MAIN RCUITS ROMAC TRUSS ENGINEERING LAYOUT AND TRUSS DETAIL LIST FRONT OF HOUSE FACING ROAD SCALE: 1 /4" = V-011 NOTE: ROMAC MANUFACTURES TRUSSES USING MITEK TRUSS ENGINEERING TRUSS LAYOUT AND TRUSS ENGINEERING SHOWN ARE FROM ROMAC / MITEK --------- N Truss List ARCHITECTURAL SHINGLE ROOF, APPROVED ROOF COVERING, — MANUFACTURER TO PROVIDE APPROVAL DOCUMENTS AND INSTALLATION INSTRUCTIONS SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET COMPLYING WITH ASTM D 1970 OVERLAYMENT ON 5/8" CDX PLYWOOD 4' X 8' ROOF DECK SHEATHING. FASTEN SHEATHING WITH 8D RING SHANK NAILS PER ROOF SHEATHING NAILING SCHEDULE. SIMPSON H 1 OA / H 1 OA-2 TRUSS ANCHORS, — (9) 1 OD X 1 Y2 " EACH, TRUSS AND TOP PLATE FASTENERS, 1 140# UPLIFT, LATERAL F 1 590#, F2 285# RATING. SIMPSON H 16 / H 1 6-2 TRUSS ANCHOR FOR ADDITIONAL 1470# UPLIFT AS NEEDED, y 1 66„ (2) 1 OD X 1 Y2" TRUSS, (1 0) 1 OD X 1 Y2" PLATES 1 FASTENERS ALUMN. DRIP EDGE � HEADER TO JACK CONNECTION WITH__X SIMPSON LSTA24, 1 .25" W X 24'' LG. STRAPS, 1 235# TENSION (SEE SHEET S-2 HEADER) z" CDX PLYWOOD SHEATHING WITH NAIL AND SPACING - BID AT 8" O.C. FIELD, 8D AT 4"O.C. EDGE. COVERED WITH TYVEK OR EQUIVALENT 12 3.5 F,_,� C1 2021b-3451b 1061b-421b ' �✓/ 741b-81 Ib LAPPED SIDING, CUT BACK TO ALLOW C3 224 Ib-3161b 471b -91b 1 X CEDAR TRIM AROUND DOOR. TRIM WILL BE SEALED AND PAINTED 138 Ib-174 Ib C5 288 1b-368 1b 851b -14 1b 5/8" 0 X 1 O"L. ANCHOR BOLTS 200Ib-261 Ib W/ 3"X3"X1 /8" WASHER, 32" O.C. MAX. SPACING C7 358 Ib -431 Ib 123 Ib -24 Ib 7" MIN. EMBEDMENT 200Ib-261 Ib ELEVATION 0'-0" F.F. ANCHOR BOLT J7 357 lb-431 lb 123 lb-24 lb 109 Ib-174 Ib a J9 4381b-497lb 2751b-203lb 3 B 135 Ib -210 Ib K7 672 Ib -784 Ib 419 Ib -341 Ib 8041b-891 Ib STRAPPING TRUSS K9 914 Ib-1004 Ib 90 Ib -10 Ib LIST NOTES229 Ib -199 Ib @12 File Copy X I PRE-ENGINEERED TRUSS AT 24" ON CENTER SEE TRUSS LAYOUT AND ENGINEERING —ICYNENE SPRAY FOAM (OPEN -CELL, R=3.7/INCH) INSULATION, EQUAL TO R-30. ATTIC NOT VENTILATED WITH ICYNENE. ALTERNATE IS R38 (R30 MIN.) FIBERGLASS BATT INSULATION 1 /2" DRYWALL DOUBLE 2X 12 #2 SO. PINE HEADER WITH J" CDX PLYWOOD FILLER IN BETWEEN 2X6 FRAME WALL DOOR OPENING WITH (2) JACKS AND (2) KING STUDS, SINGLE, PRESSURE TREATED BOTTOM PLATE_ AND DOUBLE TOP PLATE. /STANDARD WALL STUDS AT 1 6" O.C. WITH SINGLE PRESSURE TREATED BOTTOM PLATE AND SPRUCE DOUBLE TOP PLATE THROUGHOUT ELSEWHERE. �— INSULATION, EQUALTO R-19 CLIP STUDS TOP AND BOTTOM WITH SIMPSON SP6 @32" O.C., (6) 1 OD X 1 Y2" STUD FASTENERS, 760# UPLIFT RATING PER STRAP SEALANT SHALL BE APPLIED UNDER PRESSURE TREATED BOTTOM PLATE (1) #5 BAR VERTICAL @ 48" O.C. MAX. 4" THICK, 3000 PSI CONCRETE SLAB WITH 661010 W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING 0'-0" TOP OF SLAB 411T (1) #5 REBAR CONTINUOUS 2522 Ib -2354 Ib @11 T001 16751b-1662lb 251 Ib-395lb SIMPSON DOUBLE IT 1 OA TRUSS ANCHORS �— (3) #5 REBAR CONTINUOUS 12 ii LATRALDS TOO #, F228 ,STR UPLIFT, FOOTER TTAI'T LATERAL F 1 500#, F2 285#, STRAP AT MID T002 2063Ib-20351b 20631b-2035lb POINTST001 EXTERIOR WALL SECTION T003 49761b-5203 lb 49761b-52041b SIMPSON HGT-4 TRUSS (4-PLY) ANCHORS 9250# UPLIFT FOR T003 SCALE: 1 /2" _ 1 -011 T01 4861b-5951b 19601b-17371b 9021b-845 lb ARCHITECTURAL SHINGLE ROOF, APPROVED ROOF COVERING, MANUFACTURER TO PROVIDE APPROVAL OT02 5191b-632 lb 19041b-1679 lb 9121b-866 lb DOCUMENTS AND INSTALLATION INSTRUCTIONS = SELF -ADHERING POLYMER MODIFIED U BITUMEN SHEET COMPLYING WITH Z T03 5171b-6131b 19241b-17081b 901 Ib-8561b ASTM D 1970 OVERLAYMENT ON Q 5/8" CDX PLYWOOD [n 148 Ib -98 Ib @17 SIMPSON SINGLE 4' X 8' ROOF DECK SHEATHING. CO T04 4681b-5941b 18121b-16221b 9091b-6651b FASTEN SHEATHING WITH BID IL RING SHANK NAS D H 7OA TRUSS PER ROOF SHEATHING NAILING SCHEDULE. �.� ANCHORS OH END, ~ T05 1741b-265 lb 24301b-2153 lb 1011 Ib-969 lb DOUBLE FRONT SIMPSON H 1 OA / H 1 OA-2 TRUSS ANCHORS, Q 10 1 5# UPLIFT, (9) 1 OD X 1 Y2 " EACH, TRUSS AND TOP PLATE O LATERAL FI 500#, FASTENERS, 1140#UPLIFT, = 242 Ib -151 Ib @17 F2 285# STRAP AT LATERAL F 1 590#, F2 285# RATING. Z T06 374 Ib-402 Ib 2329 Ib-21561b 1075 Ib-1024 Ib MID POINTS T06 SIMPSON H 16 / H 1 6-2 TRUSS ANCHOR FOR 0 iv SIMPSON HIOA-2 ADDITIONAL 1470# UPLIFT AS NEEDED, 1'-6"O.H. Tn TRUSS (2-PLY) (2) 1 OD X 1 Y2" TRUSS, (10) 1 OD X 1 Y2" PLATES a- T07 1702 lb-1692 lb 1594 lb-14861b FASTENERS cd ANCHORS1070# UPLIFT, LATERAL ELEVATION 8'-1"A.F.F. IIIIJ Lu TOB 1708 Ib -1692 Ib 1593 Ib -1485 Ib F i 700#, F2 225# J PLUSH 1 6-2 1 265# UI UPLIFT RATING FOR Z T09 279 Ib-360 Ib 2385 Ib-2113 Ib 755 Ib-704 Ib T07 AND T08 (q SIMPSON SINGLE 4-3/4" BEARING- H 1 OA TRUSS CUT DEPTH T10 2461b-3491b 23891b-2131 Ib 7491b-6981b ANCHORS BOTH ALUMN. DRIP EDGE ENDS, DOUBLE AT MIDPOINT 101 5# UPLIFT, LATERAL T11 2461b-3551b 23551b-21161b 7601b-7061b F1 500#, F2 285# T09, T 1 O, T 1 1 T12 8401b-785lb 8401b-7851b COLUMN CROSS SECTION N T 352 IbBOTTOM COLUMN BASE h 48lb Ib-452 Ib Ib T13 268 Ib-417 lb 272 Ib -417 Ib T14 9461b-10451b 11471b-11911b SIMPSON COLUMN BASE CB88 WITH 3/4" MACHINE BOLTS THROUGH 8" COLUMN POST T15 6291b-7021b 4831b-4701b 4" X&Y DIST. T16 5961b-667lb 5161b-4801b ELEVATION 0'-0" F.F. 8"EMBEDMENT T17 5971b-6671b 5161b-4791b COLUMN BASE 51 Ib-35lb 20 D T18 651 Ib-721 Ib 511 Ib-516lb 2 BLOCK T19 9981b-10971b 11431b-1194 lb ui5 T24 15191b-16931b 21801b-2267 lb SIMPSON DOUBLE H 1 OA TRUSS ANCHORS BOTH ENDS, 1015#UPLIFT, LATERALFI T26 500# F2 285# T24 T26 12 3.5 E__� 3-3/4" 5-3/4" PRE-ENGINEERED TRUSS AT 24" ON CENTER, PORCH SEE TRUSS LAYOUTAND ENGINEERING 2-PLY 2X 14 HEADER SYP NO. 2D WITH 1 /2" THK. CDX PLYWOOD 1 OD NAILS, 2 SETS, 3 ROWS STAGGERED AS SHOWN @ 8" O.C. 8"0 MARINE PT POST, SIMPSON CAST IN PLACE COLUMN BASE, 3 GA STRAP WITH 7 GA BASE, HDG, CUT 2 FLATS ON POST, 7-1/2" WIDTH CENTERED, (2) 3/4" BOLTS HORIZONTAL THROUGH POST AND POST BASE (1) #5 BAR VERTICAL @ 48" O.C. MAX. 4" THICK, 3000 PSI CONCRETE SLAB WITH 661010 W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. SOIL LOADING -0'-4" TOP OF FOR SLAB 4"T -1'-6" TOP OF CARPORT SLAB _ (MONOLITHIC SLAB) (1) #5 REBAR CONTINUOUS 2213 Ib -2374 Ib 1702 Ib-1707 Ib (3) #5 REBAR CONTINUOUS T27 4561b-5431b 401 Ib-361 Ib SIMPSON SINGLE H 1 OA TRUSS FO OTE R T T B' T ANCHORS BOTH ENDS, 1015# UPLIFT, LATERAL F1 500#, F2 SCALE: 1 /2" = V-011 T28 717 Ib-850 Ib 1196 Ib-1259 Ib 285# T27, T28 OH, DOUBLE SQUARE FOOTAGE: LIVING H/C AREA BACKPORCH FRONTPORCH CARPORT TOTAL AREA 1327 SQ. FT. 421 SQ. FT. 255 SQ. FT. 396 SQ. FT. 2399 SQ. FT. T28 ENTRY WALL END SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PC) Box 562 Alachua„ FI. 32616-0562 352-214-7300 tomaudit@windstream.net 17 MAY 2017 4c"'� 17 5--17-2oO Cl) W N (N � W �Z H W H 0 N Od 0; � U QL OZ r• Z � U) p O 0 U 0 Z z QQ OT M O Ld k -NC�d U7 Z 0 fN W 0 z OLd Q I'— M IL = H 0 U_j O CL Q U-) U Q:f O ♦— a- W = M U) N CV ^, W _> W U. Q) CIO U Q) cn t/1 a ^� I� � ^^W C1. v U. FILE # SHEET # Sm3 ENGINEERED ROOF TRUSSES @ 2'-0" O.C. TYPICAL ROOFING S SCALE : 3/16" = V-0 RIDGE SHADED AREA INDICATES 48" FROM RIDGE Q w o_ 5/8" X 4' X 8' CDX PLYWOOD SHEATHING SEE NAILING SCHEDULE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET COMPLYING WITH ASTM D 1970 APPROVED ROOF COVERING, MANUFACTURER TO PROVIDE APPROVAL DOCUMENTS AND • INSTALLATION INSTRUCTIONS \ ZONE 5 5'-0" WALLS COMPONENTS AND CLADDING SCALE : NTS NOTE: ROOF SHEATHING NAILING SCHEDULE, 8D RING SHANK NAILS WITHIN 48" OF HIP EAVE —6" O.C. @ EDGE, 6" @ FIELD WITHIN 48" OF RIDGE 6" O.C. @ EDGE, 6" @ FIELD WITHIN 60" OF GABLE EAVE-4" O.C. @ EDGE, 4" @ FIELD ROOF ZONE 3 — 4" O.C. @ EDGE, 6" @ FIELD ALL OTHER AREAS 6" O.C. @ EDGE, 8" @ FIELD RIDGE SHADED AREA INDICATES 48" LL FROM EAVE TRUSSES @ 2'-0" O.C. TYP. HIP EAVE HIP 21 HAVE ROOF SHEATHING PLAN H I P ROOF SCALE : 3/8" = V-0" TRUSSES @ ................................. 2'-0" O.C. TYP. if ) SHADED AREA 4,, .. . , . INDICATES 60" —.►I FROM GABLE .......: END EAVE ORA 4'-0 ZO] 4'-0 ZO] 3'-0" ZONE STRUCTURAL GENERAL NOTES STRUCTURAL DESIGN WORK IS IN ACCORDANCE WITH THE 2014, 5th EDITION OF THE FLORIDA BUILDING CODE AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES. DESIGN DATA AND CRITERIA 2.1. LIVE LOADS (PSF) 2.1.1. 20 TCLL 0 BCLL 2.2. DEAD LOADS (PSF) 2.2.1. 7 TCDL 10 BCDL DURATION FACTOR 1.25, SPACING 24" O.C. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PRE-ENGINEERED TRUSSES 2.3. WIND LOADS (CHAPTER 16, SECTION 1609 FBC 2014, 5th EDITION) 2.3.1. CODE: ASCE 7-10 2.3.2. WIND VELOCITY 170 MPH (ULTIMATE) 2.3.3. WIND VELOCITY 132 MPH (Vasd, NOMINAL) 2.3.4. BUILDING CATEGORY II 2.3.5. EXPOSURE C 2.3.6. ENCLOSURE FACTOR PARTIALLY ENCLOSED, INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.55 2.4. DESIGN SOIL PRESSURE 2500 PSF (2000 PSF MINIMUM) CONCRETE AND REINFORCING (DESIGNED PER ACI 318-08) MEAN ROOF HEIGHT 30 FT MAX. (11 FT. - 7 IN. AS DESIGNED) DESIGN WIND PRESSURE 72.3 psf WIND PERP. TO BLDG. SIDES WALLS COMPONENTS AND CLADDING PRESSURES CONVERTED TO Vasd ACCORDING TO R301.2.1.3 ZONE 4 +31.2, -35.7 psf ZONE 5 +37.7, -45.6 psf At nn 4'-0" ZONE ZONE 4'-0" ZONE ZONE ROOF SHEATHING NAILING ZONES SCALE : NTS 20 sgft - +13.4/-34.4 50 sgft - +12.3/-33.2 1.00 sgft - +11.4/-32.2 2.0 sgft - +13.4/-52.9 50 sgft - +12.3/-44.5 1.00 Sgft - +11.4/-38. +13.4/-73.8 5'-0" ZONE 5'-0" ZONE SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net L0 17 File COPY Ozz U) =w Q ZrK O U) } WQ LI (Y p z _O F- IL X U Ld 0 I- W W 0 z a F_ c� w z z .F 00 O F < o w O a = 0 a (n z J (/) U 00 -j o 0 0 a 3a 0 N O� _> •L M � N •N �- LL N on U cn Ln � L � Lr) � L_ a_ IV LL. FILE # - SHEET # S=4 3 APR 2017