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HomeMy WebLinkAboutBuilding PlansU 50' -0' Z CO �'o � L,J q-- � o (y) . U1 Ln o W QY 1 0 QP-J L� o, 1 00 15'-0' X 10'-0' CONCRETE SLAB EJ F�" EJ O Ld �10 \ 0CU LLJ = LO Ln 9' -9 3/4' 2' -4 1/2' 13' -6' 14' -3 3/4' -1 J I ('') Q o Q -r- 25 SH H B 25 SH Q F- CO 0(4 Planning & Development Services Department EGR SS i `0 EG ESS L-I Q 5 ❑0 ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �❑ gaol cu Building &Code Regulations Division !.. - ®_ �' 2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-1553 1 i 6' -3 1/2' di CO O � a (2) 3068 FRENCH DRS. 2' 1' cf) r-- J Certification for Design Load Compliance Li r Project Name:: SEE PLAN 12' -1`-0 Vol KITCHEN ! DINING Project Address: SEE PLAN 9'-4" FLAT CLC3 . 9'-4" FLAT CLG. 50 BF I ❑ Permit#: Occupancy Type: R Construction Type: V 1 I INSTRUCTIONS FOR USE: RANGE W/ HOOD N I ! I ) v • This certification must be completed, signed, and sealed by the design professional of record. ° r7 I N I I ro • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:: ❑ co '~ 1 I MAC"t'ER BEDROOM I , o New Residences (single or multi -family) ID BEDROOM 3 17 4 3/4 I 12" DEEP COFFERED CLG.co 1 ❑' o Residential Additio 9'-4" FLAT CLG. I N COUNTER & OVERHANG O I a o Any accessory structure requiring abuilding permit < •-' SAME HEIGHT LEVEL o Any non-residential structure. 3' -7' 1 5 BF 1 I -� • Note: Form not required for interior renovations provided that no exterior structural. elements are affected and ( I I Co00 (') certain minor building permits at the discretion of the local building official. Contact the #. above for questions... ❑ 3 -7 D I W DW DESIGN PARAMETERS AND ASSUMPTIONS USED• (complete all that aouly) � I'l 0 2' -0' I . I ❑ LJ. O . I . 1. DESIGN CODE: Florida Building Code 2017 6TH Edition with. 20_supplements using ASCE 7-10 - I i 2 BFJE 07 I _ In (p e9� 12' OVERHANG I I L W in ❑ -J N 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open may- g. li " 3. Risk Category: I X II III IV .Exposure Category: X 8 C D O "-' 0" — — — - I Cn J 4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 ft ❑ (u $' 0' 2868. N VJ �-..' Ld Ld N 5. Mean Roof Height: 15 ft Roof Pitch: s ,:12 Parapet: N/A ft.. 5 BF 6. Components &Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openin W -I CJ (U W 16.0 16.0 16.0 24.2 24.2 N/A Z W W # Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:UU 2868 3' -2" ❑ H 3 3 3 -i v CLOSET LINEN ! M. BATH w L7 •22.1 -38.5 -57.0 26.2 -32.4 N/A '' 1 _ _ - 7. Design Loads: Floor N/A PSF Roof/Dead: 7 PSFRoof/Live: 20 Balcony: _ N/A PSF - - 7' -Q' - - - - 2' -.1 " 9'-4" FLAT CLG. z Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED ❑ 20 BF i IDN L1I Q Q d- Z -- ;0' VANITY a- 0- 00 8. Were Shear Walls Considered For Structure?fit _•Yes Not Applicable Explain Why Not: 22 1/2' X 22 1,2 LAUNDR)no vim, L„_1 G� i- X o 2868 ATTIC ACCESS FLAT CLG. (( �-' = Q CD I� 0 ti ❑�< 9. Is AContinuous Load Path Provided? X Yes _Not Applicable Explain Why Not: ❑ BATH 2 6' -11 / 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Ye 0 � in 42' VANI � DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 3'-7" 2868 _ 42' HIGH 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to ❑ O o WH HB .. GREAT ROOM S' C' 6' WALL WALL W/ O PUMP comply with the applicable structural portions of the budding codes currently adopted and enforced by St. HOUSE _ - County. I also certify that structural elements depicted on these plans provide adequate resistance to the design ti GLASS ABOVE 9' 4° FLAT CLG. N ❑ forces specified: Paul Welch P.E. 29945 / 5115 WS - Print Name Cert # & Co. Cert Auth. BEARING WALL C ACCE r ti Paul Welch Inc. ❑ D to ON PLAN 2/24/20 6 BF Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name &Address PROTECT IV SLccuv corm o uzu-iz Revised 3/15/12 psi POST ❑ ❑ Ll. GARAGE ''_ r 4 I qr 110 5, 4" FLAT CLG. 9 U o BEDROOMG 16,''',-2 s/13' � � ( 4an1#trI rcrcf=s5� `� fl ❑ ❑ ' o ❑ o ❑ L-1 ❑ ❑ UJ 4' -9'-�i (1 ENTR PERMHE x O 35 SH 1 tY� FLAT CLG 13' -3 3/4' , ❑-- BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT, BUILDING ADDRESS; CONTRACTOR: OPENING SCHEDULE _SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS, OPENING FL OR NOA # PRODUCT MODEL # MANUFACTURER GLASS DESCRIPTIO ATTACHMENT METHOD TYPE, SIZE, SPACING & EMBEDMENT (DISTANCE FROM BUILDIN DESIGN PRODUCT DESIGN ID CORNER/DISTANCE O.0 ) PRESSURE PRESSURE 3ile"Xl'I4" I11tI �wtaL? Tc'S �j 2"�ItQ" ta.(• (o��L�V, �!-�`S S 4 INNI,� Fi. *("1491,t St4 WM>W 1&S" S1-I 'Mt WItJD0VJS �M PAGT U lit J A t14 "X It/tl" / .r-12.uF1"i voesiz t<t k 204 2.I Sc T✓ Yz 4^1UaTµSTAGZ i"64E1trv14"t 'RA(,V- CAL.A-Zl9.D 'aV�oO1 F15TAR-r14P-y7-MA-rvt,.1 �wAFAeT 114o)4 11/41, MIr'3 F-mao. TG5 i 4'/ lei"D.0 �a�vr}cL�'V, 4 4-71-5-0 map is FLA2rr�1(0s.q L>H-i P �1®A#EY7-tat$.I2 Ea1-{-r7 Z�11&rr -PA13 Slla`xI /s"t�tfa r4 p4ac. � o cac> s t v, +31��-jy PRODUCT MODEL -# MANUFACTURER TYPE, SIZE, SPACING, EMBEDMENT & STIFFENER ETC, MULLION NIA ROOF FL#I#IcIGpi�l•l IS141n1 1 S bk1gN1S CottN1k), OAKA%t�t �N1riCLPc FAs-0?'91ZS +�- 1'L.AhJ (7 Fern TA V VU9 SIDING {.IlA t29 4 F1c11.1 SOFFIT 112N1 I , t i IAS11 VI-'Y cnF- Y`'t '5� ' 7?E I AJ 1�'-L rJ HURRICANE 'f4IA� I have reviewed the above product approval information and approve It, Name, Paul Welch RE. Certification Numloeri 29945 ALL GLAZED EXTERIOR WINDOWS AND DOORSSHALL HAVE A U—FACTOR LESS THAN OR EQUAL TO 0.65 AND A SHGC LESS THAN '0 E UAL TO 0,25 ` CLOSET V I 8" X 16" COL, v ❑ U- ❑ -1D ❑ ❑ W/ (2) #5 REBAR ❑ _ _ HB �'"° L_-1t 35 S EGRESS L� 3 ❑ L ° 7'-3 1/2' 7'-3 1/2' 18' --8 3/4' LIJ (h (U 4�1 ❑❑❑ ❑❑❑ 16'-0' X 7'-0' GARAGE DOOR 6' -0' 2'-0' _ 16' -0' 2' 0' 7P REVIEWED FOR CODE COMPLIANCE0 ST. LUCIE COUNT 00 14' -7' 15' -5' 20' -0' BOCC /'J? / 2e FILE COPY AREA SCHEDULE r..,. A/C AREA 1614 AP 15 ��2a a ii GARAGE 410 Permitting Department 0. \ ENTRY 28 St. Lucie County, FL �y r �O TOTAL 2052 LINTEL SCUEDULE LINTEL LENGTH TYPE SAFE APPLIED. SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ..ADDRESSED BY THE ENGINE+Ett AS CONSTRUCTIOJY PROGRESST;S. . I GS TARE PRECEDENCE OVER 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS SCALED DIMENSIONS 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE B 2017 RESIDENTIAL FBC 2017 PLUMBING CODE, FBC 20J7 FBC 2 017 F C , , , ( y CODE FBC 20L'7 ENERGY CONSERVATION AND THE, NEC iNFPA CO , MECHANICAL JAN, 14, 2020 q 70 20I4 EDITION.NOTE: % ;,. ) WHEN IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN ` 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERI HEAVY TERMITE INFESTATION AREA PER FRC 30L _ NOI'M PROVIDE "CASTCRETE" PRE -CAST VONCREE LINTEL AS NOTED ON PLANS. L-1 4'-0" 48" U-LINTELS 8107 1930 SF32 OB-1T L-2 4'-6" 54"U-LINTELS 6133 aco 8F161B-1T L-3 6'-6" 78"U-LINTELS 3480 c a 8F16IB-1T L-4 5'-10" 70" U-LDVTELS 8328 1' M3508)41 8F32 1B-1T L-5 T-6" 90" U-LINTELS 6472 ') 8F32 IB-1T L-6 IT-4" 208" PRESTRESSED 2047 s 00 8F32 1B-IT RIGHT SIDE ELEVATION SCALE, 1/4' 1' -0' CALCULATE ATTIC VENTILATION: CEILING = 2052 SF 2052 SF / 300 = 6.84 SF REQUIRED VENTILATION 188 LF OF 1 FT X 13.10% VENTED SOFFIT = 24.6 SF / 2 12.3 SF AVAILABLE FOR CROSS VENTILATION 12.3 SF > 6.84 SF SOFFIT VENTILATION OK PROVIDE CONTINUOUS FULL VENTED ALUMINUM SOFFIT DURABILT-TRIPLE 4 RIDGE VENT REQUIRED = 40%TO 50% 6.84 x 50% = 3.4 SF 6.84 x 40% = 2.7 SF PROVIDE 12 LF OF 3" RIDGE VENT= 3 SF OK v a aaa11 a n 011anaaJ. ti1113 a a a Ia iIN 0nan0aallanp _)I 1i�yEk NaTJIIS c�irv�xs r�xrCEt� n� same DIRECTION AS alall �n[�r �a, LaxsrA6�J d Lll YE14T NARROIY YfNfP�fT���_... {¢6tiniyls iptthed in stunt H,bcliOm ng +ik SOFFIT VENT CONTINUOUS 110 Z O �D W d- 1,D O H > cl) . H Lo O W ci� 1 O QQJU-) — LL 0� Y 1-0 Co \ — I D LLI �D P:'um rl L,J 7) U-) U-) J J I PO Wp o— 12 W Q 5 QF-f0 Q 001— cu �CCor- - U1 r- CL � J 2 Z Q W F M Eli 0 0 _ ,L c k 24, f-2b 'Zse'i +1�d:�%a O C= O _ yV W LL V M � O � M 0) GN W m I 0� I if) Z, Ll 1-- p -J Li 2 � WNr BACK ELEVATION LJ U Ucu� J J# U SCALES 1/4' = V-0' Z W W D 3 3 3 J Z —i iw W 9, I- 0 X = Q ❑0_ W' 0_ 12 Q 5 Y U$3— 12' W"Aa (TYP,) o v I — — — — —.— — —. — — — — — — — — — — — — — — — — — — — — — — —. — — 0 UJ LEFT SIDE ELEVATION > SCALE, 1/4' = 1'-0' 0 sarl V F-13 1 rzr--(X c) 0 12 00 srIq aNl0a�ks 5 REVIEWED FOR. CODE COMPLIANCE ST. LUCIE BOCC +14,11 -Zlai FRONT ELEVATION SCALD 1/4' = 1'-0' -I-ZN,d/-31,{ ILE COPY JAN. 14, 2020 2 bF ELECTRICAL SYMBOLS ELECTRICAL NOTES 10 PUSH BUTTON SINGLE SD/CO SMOKE DETECTOR SMOKE DETECTORS TO BE 110V W/ BATTERY BACK O CARBON MONOXIDE TYPE THREE-WAY UP -ARC FAULT CIRCUIT, s3 SWITCH O SMOKE DETECTOR SMOKE DETECTORS TO BE LOCATED AS SHOWN, SD DOOR CHIME SMOKE DETECTORS TO BE INTERCONNECTED S0 RANGE ® 220/AC DISCONNECT DUPLEX THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE W/ HOOD RECEPTACLE DETECTORS IN THE RESIDENCE PULL SWITCH PROVIDE ARC -FAULT PROTECTION FOR ALL BRANCH Y 3 CEILING LIGHT SWITCHED RECEPTACLE CIRCUIT OUTLETS, PER N. E; C, 210,12 P. C. � WP/GFI WATER PROOF EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, CEILING LIGHT (GFI) RECEP, W/ EXHAUST FAN PROVIDE PHONE AND TV OUTLETS VERIFY LOCATION, GFI GROUND FAULT MICROWAVE OUTLETS TO HAVE DEDICATE➢ CIRCUIT.INTERRUPTER ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETSEXHAUST FAN e1HERE NOTED TO HAVE GROUND FAULT INTERRUPT, TV r5 TV OUTLET PROVIDE LEDGIBLE DIRECTORY AT PANEL INDICATED VAPOR PROOF INDIVIDUAL CIRCUITS, VP RECESSED CAN PHONE ® TELEPHONE OUTLET LIGHT FIXTURE ALL WORK SHALL COMPLY WITH THE NEC (NFPA 70) 2014 EDITION [AIy(LITC J-BOX RECESSED CAN FLOOD OE-WIREHT CARBON MONOXIDE DETECTORS TO BE INSTALLED LIGHT FIXTURE WITHIN 10 FROM ALL BEDROOMS, PROVIDE TAMPER RESISTANT RECEPTACLES FAN PER N, E. C, 406. 11 FLUORESCENT FIXTURE MOUNTING SPECIFICATIONS (DISTANCE ABOVE FLOOR) h CEILING LIGHT YY FIXTURE MAIN PANEL SET AT 48' KITCHEN (GFI) CENTERED AT 44' WALL MOUNTED WALL LIGHTS CENTERED AT 83' LIGHT FAN/LITE J-BOX WALL RECEPTACLES CENTERED AT 16' WASHER RECEPTACLES CENTERED AT 44' HANGING LIGHT GFI RECEPTACLES IN BATH CENTERED AT 44' FIXTURE W.P. GFI OUTSIDE CENTERED AT 16' TELEVISION JACKS CENTERED AT 16' 3 TELEPHONE JACKS CENTERED AT 16' DB WALL HUNG TELEPHONE CENTERED AT 56' 3' FAN PRE -WIRE ONLY 0 ELECTRICAL LOAD CALC'S PER NEC 220 (2014) 1614 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER (& 40% TOTAL A/C HEAT (5) 100% TOTAL 34496.8 240 = 143.7367 AMPS USE 200 AMP SERVICE "ONNECT t � REVIEWED FOR CODE COMPLIANCE 4842 VA SY. LUCIE COUNTY 3000 OHD SERVICE BY FPL BOCC 1500 (3)- # 3/0 THW IN 2' C 5000 12000 4500 1200 rev 6 1200 FILE COPY 1200 17-6 200 /22 tzoi22ov 1800 2 119, 5000 _ M MBR 200A 41242 VA MLO 10000 (3) 3/0, 44, 2' C 12496.8 #4 CU GROUND TIED 22496.8 TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND 12000 NOTE, USE ALL COPPER WIRE 34496.8 VA = ELECTRICAL RISER/MT s„ Ilia %o VAL APR 15 2020 Permitting Department St. LUcie COUnty, FL U Z CO � �.}t� L o U1 Un O W 1 O Q Q J Ln - L_ c Y U) CO xO \ O UJ �,0 O tr — �- \ Oj QWUm r LJ D In LO J J I P� Q O ('9 — WQ r� ti I�00~N �DOo �r-CL'� J Itco ro FMcoM w�OJO� Mcom LJ G% I ry I In L1 LJ In O. _j � 00 U U N MJ Li bi 0.Pq � cul r z J J# Orr w W Dr 3 3 3 -i -. L3 Z ? ���F W a ¢ vi z a a F ❑ X = a o0-L W Z W Uo cr_ W NNIM E: LL W 0 0 Crei O 00 JtW 14, 2020 3 or- r7 I;_ �o vJc Lr aF3i Ne� 140ff?— �'r5 -_ (ARAGES FLOOR WRFACE f 1) GARAGE FLOOR SURFACES SHALL BEOFAPPROVEDNONCbMBUSTIBLE MATERIAL 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILOR OTHER VEHICLES SHALL BE SLOPED TO FAC'ILITAT'ETHE MOVEM Nf OF 130111DS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORN' I'LUMBING NO'I'E5: 1) ALL WORK SHALL HE IN ACCORDANCE WITH THE FBC 20171'L1IMBING 2) DWV PIPING SHALL HE SCHEllULE40 PVC. - 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE 1, COPIER, CPVC, OR PEX. 4) SLEEVE ALL PIPING: IN CONTACT WITH CONCRETE OR UND411GROLIND WITHIN BLDG. 5) 1101- WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/a" NOMINAL DIAMET R, PIPING FROM - T WATER HEATER O KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED CINDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION: i 50' -0' — — — — — — — — — — — — - -1 8' X 8' MONO, FTG. W/ 1 #1 o REBAR I CONTINUOUS 1 15'-0' X 10'-0' CONCRETE SLAB 4' -1' 3' -9 1/2' 3' -10- 3' -5' 3' -6 1/4` 7' -1' 3' -11" 14' -1 1/2" 3' -10' 3' - I 1" 4' -1" 4' -4 3/4' Hb 4' STEP - ❑p ❑ ❑ ❑ ❑ G] ❑ ❑ ❑ ❑ 1pi 10, ❑ b Pi1-----------------1 -- d +-- -------_------- - - - - - - - - - - ---------------1 Lo I_ ,q 12' -10 3/8" �� ❑ I 11 I i 1 ❑ — II I CDI II 16' X 18' M❑N❑, FTG, to II N W/ -2 #51 o REBARS I 16' X 18' MONO, FTG, C❑NTINU❑US W/ 2 #51 o REBARS CONTINUOUS RUN CONDUIT ❑ — TO ISLAND v � 1 19' -3' 0 I E — � 12' -2' I � m ❑ I 22' -2' 3' -10 3/4' 3' -3 1/4 ' -3 RECESS @ v 0 2'-0 1/2' SHOWER ❑ _ ' -10 1/ ' 3' -4' 16' X 18' MONO, FTG. W/ 2 #51 o REBARS I T�D o ❑ CONTINUOUS II I ❑ b 0 1 0' -0' F. F, E. i — —n�--' v i I — — — — (�� (ASSUMED) — . • — — — co I v ❑ _ H �I HB t — -- .. 4' STEP --------— I b 1 f BEARING WALL C1 I I f 4' THICK CONC, (2500 PSI MIN,) SLAB W/ LAYER I 6 X 6 10/10 WWM OR 'FIBERMESH' i OVER 6 MIL i ;fit "•lr POLYETHYLENE VAPOR BARRIER ON CLEAN 95% I 1 -4 COMPACTED TERMITE TREATED FILL I ELEVATION PROTECT POST ❑ I Bo Qo I N I Ln 16' X 18' MONO, FTG, I W/2#51oREBARS J i 0 ------------------I CONTINUOUS 4' STEP :Ell❑ ❑ ME ❑ ❑ ❑ I S (u � I I 2' 2' 5' -2' 2' 10 1/ 4' -4 1 /2" I Gu123 1 'v I W /IuAAE I 11 - ---------- Zo 1 L ❑ ❑ ❑ ` ❑ 8" X ,16" C❑L, ❑ u �, 1 i `I HB W/ C2) #5 REBAR I 1' RECESS FOR v 16'-0' OH DOOR 1 4' -8 1 /2' 5'-2' 4'-8 1 /2' zolI iv — — — — — — — — — — — — — — — — — — — — 1l ❑ ❑ ❑ ❑ 6' _0' 2' -0_I- 16'-0' 2' -O' 14' -7' 15' -5' VIEWED FOR Km CODE COMPLIANCE ST. UCIE COUNTY FILE COPY U a a Z CO Wd4 0 0 H �> co � U1 a Lo 0 WesI 0 Qf::�JLO — -� 0) 1 NZLn OJ O W 1,0 (� PZ1 u W LO Lf7 J J I mQ, 0- (') 00 #k Q 00 I— (U U1r--CLv J a e _ .-4 i m: - W p 00 C7 00 M �. 00 M (° m I LJ fY I in W N❑ LL r H 00 T F 1 V, n Z W U Ld L7'3 W¢ D L7 ��O� Q v N z 0 0-O X rY=Q ❑IL L` a i s , _,.J F } „ C a v 0 00 JAN. 14, 2020 4 oP -® TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS - NOTES UPLIFT ID UPLIFT DESIGN A09G 1ST 2031 (2)-HETA 20 2500 (12)-16d A15G 2ND 1305 r' (2)- MTS 16 2000. (14)-10d X 1112" .. C01G 1ST 2046 (2)-HETA 20. 2500 (12)-16d 2ND 3232 (1)- MGT. 3965 (22) - 10d & (1) 5/8" A.B, 2 JACKS 1ST <500 HETA 20 1810 (9)-10d. x 11/2" VERIFY 2ND <500 NAILED PER TC VALLEYS CONT. 100 # PLF ( )- MTS 16 1 1000 14) 10d X 11/2" 1 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING ALL OTHERS AT FRAME. BEARING. LESS. THAN 1000# EACH < 1000# (1)- MTS 16. 1000 (14)-10d X 11/2" AT FRAME BEARING TRUSS COMPANY MITEK .LAYOUT DATE- 1 2120 CUT -SHEET DATE 121 20 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES:. 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)-#9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/2" TO VALLEY TRUSS IN LIEU OF MT516 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). TRUSS NOTES: 1) : ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTORTO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. - 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH, FOR TRUSS TO WALL CONNECTIONS, L71 �_D o W IY b 0 L� (T) I Y U-) CO o .\ �12Hd' (lJ 0 722n (_) ST 1` W -7) Up Ln (: 50' Q„ J _j I (� _- --_ W . QE-, tz d �y (� L) M I { ` 0o 1- CLI 7 0) OD I-- O LO V' r r : N : N N M O r N M LO -7 �, -I o: (Y. I,- U- ��✓ I�j U U' .. CD COD CD O. O CD CD CD` O O O r - r c. r r r :0 U U , oo'.0 H - ---N N � -Q Q Q Q <C Q �C Q Q Q <C < OVERHANG A H NG TO BE SCABBED ON BY B R I �. 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WATERPROOFING iJOTC, .I ( W . a.. / SEC WATERPROOFING 4 :n. 1• ,. .. {.. -: 1. .' �.. :. �_ ... ,. .:.� : - .., .: � : MORTAR .OR . CMU VV 4 a n1ER RE lslnllT c,cnlnu, . 1 L .. - . I ., . GROLI f CL V i . ( nrCR Rc7orIIJG llc)!r :1 s - , -. — . _.. _ .. ..,one. i ,..' n .. �-. ., _ SILL Ill FULL LL Io1URTAR CJCD ,; � .1.,.J R 1. VVOC.D rlRl�ll l(� nl_C 3 SIDCS ,.:- I ,' CUfJTI JU01,115 . .: , I� _ 1 DRYWA — _.lr gIUCC0 017 UCCOI�. IV J (`.r' llJt, . z LL \ DECORATIVE CLMCI IIiiOU_> _CA1 VIiJ00 Tr,IM .., GORR0SI01I RESISTANT FLASHING91 �.. ,C ING NOTE .2 _ `- __. ('ER Wn rr_RPf ,JOF i / - \ F. F. VJ(J011 BL1C,1,' WITI I SEALANT PER __._ 3 r, _ \\ WA IERI RO,OF1110 NOiC J/ I' AND ' ANCHORED TO ,. f URI,IhIU 10 MASONRY ( WAI_I_ . F,InOUJ.IR'' PER BUCK Al'ACHMENT NOTE. „ APPLY PFRIMFrER SEALANT CAULK \, . \ C I . F'RAMF ` BETWEEN BUCK & WINDOW\ . 1 .- - - . < r '.�-1 - .--J it - : WATERPROOFING NOTE 5 \ \'--SEE VATE PROOFING 1101E #5 L. ' ' . 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Ar TCIT WINDOW/ IDO I DOOR OR IIJ�iALLA 10 E: i l II PROVIDE 01__..... _ rOnR4.SEnLAIJT BE`V� I1• -` =tl f71v PRECAST SILL) LL 1 lE... I TI IL L _1CIt CCn, l ,IL_L.. nIJLJ .rl i[_ Vr (. r YIN STRICF WINDOW DUOr..aU EWS F2- r,- nllCfl R WINDOW rRnldE TO MASONR / U L_ n WATER 1, � , . , , _ -' : :: " REYlEWE® FOR L_IL_TAII r ILIIEI?IOR nlr, ..,r_./aL. ARUl.1hID II IC. CIJ IIRI PERT J -lr 2 J �C _.I. : - I�C?OVV FRAME SHOULD, BE GOMPLEiLY SEATED P20DUCF- WI I nMC,Qf2LN14,E WIIFI MAIIUrnGrURES BUCK. IIJ N0 i' STANCE SHALL. 1FLE S CODE COIVIRLiANCE _ . OIJ 11 1C BU . APr I,�VAL IN ,TALLnSI[?IJ RECIUIREMEIJI . HE DUCK FRAME OVERHANG T f�UC16 All - ' ST. LUClE COUNTY . ------- - 1iGI IM�IJ �_ BOCC • ` FOR 1 X BUCKS .A - _; . . . (rnGl[.IU CtAU VVALL 111[II . . . . ., /2 LONG CASE HARDENED C:UIL NAILS Al ) VI�1NC HEAD Aid - Or, I rRCM E.NUS AND 1J U.C.s , --- 16 " X 1 1 . t scALE: rv.T_s. ., / /2 Tnr colvs Al' i I-I�UM ErdoS AND .- . nln) 1z o-c... . I 1 X I'I > r _ „n1 cclJs nr i / /. rTtoln ❑ I ., O.C.D., nu0 I, oc`; FILE COPY I E - x ©ucl<s ATTAcii To. cMu w nLL_WI111 2 I 'I LONG . / J CASE HARDENED COIL HAILS AT q FROM E' r : IIL)� AND I C).G.r .. . Or, 7 , . 3 ir,° X 2 . LJ oTE:_, . / 1/{ TAPCUNS AT I FRONT ENDS A' I2' ;''', V I . OR r AND O.C: N TRATIOIJS SHALL 1 4 X C. r „ WpiJiD04V AND DOOR FE _ S BE iN ACCOt2DANCC rvlA 200-, . COrJ1RA.: / 1,/ . TAPCUI I� A r J FROM „ - r-.. WITH FI�It,1n / n 4 � CIJU� nIJD I?_. U.(-,. :. .:4. SHALL SUBMIT FMMA /' MA 200-9 STANDARDS W111-1 PERMIT' S . �UBhdITIkaL. ,, .. . %[OR A0[JULE 1 X BIJCICS / - TiAGII TO O I T WALL. r I;:. .(r - . B Glw. A-- - 1 T ?_ I_OrJG CASE 1IARDrP i IED COIL HAIL., AT r FROM EI IL)S AI'JD I: O.0 .. OR _T OR WII,IDOWS, SGb, A14D SWIIIG DOORS USE 2X4 2X6 2Y .[ - - - B IS - I UOupLC 1X6, OR DOUBLE 1X ,r' 8 1X6r l� Sr 3/16 Y. 1 I 2 rnPCUNS T ' FPTABLE. / n I FLC),vl CADS nl•JU 1?` t).C., \C C _ OR ALL. LUC KS MUST PRESSURE TREATED. . I )- . ) -..... / f� rnrc�Ns n r nzc) r VER ENTIRE DEPTH - - 1 -. .. :.. FROM ENDS nl, ?._ -) _ r c _ :_:..-:----..: ALL BUCI,S MUST LO Or THE LOOR/\NIt1L)UW Jhfv�O,4 9II) 1 l.C. nr1nC.Il F_„UIIU COI.IR,, iO C,MU Wnl_-I_ IIIRI.I FIRST CUUR C WI71 I. 2 I 4 LOfdC, CASE . ( n L II/RULNCL) COIL NAILS AI 11 AhJU 12 O.C. %P�9[t%Z' ]l�! � Gi-I INC, -.... .,. . , _ - -. 111HANiCr' _ /: �iL rLECTid/CA.L: CIV7L_ ENG/(i( _...- - ; ., --. __.-_: - ---- �--_,..: �, .. 3� LG .X 2 ;1/4- IAPCC)fJS A I <I- FROM ENDS r ^' p98,iS,YY, B'LT"C� ti °r 9 s� EE/?11JC I iID, nlatr 1 � o.c. t)R RF.a,.s1�rzvrx 4 , . I/'I,' r 7 1 jh„ 1APcoNs nr 4' FRot1 rI�IDs AI_Iri 19 O.O, FORTST, L,UCIE, / t 3s'�1B I �,2) �e5 �8s8 5,41A.l --' - —.. — _ _:. _ Y LLGN/ r 1.11(C@fI Q ' � - .. , ... _..-:, —:. _. :: __._-------..__ -,. _.. Fed'/!! T.4/CF /ter r rro r i--<. .�—., _ '_ ,_.___ u W Co v� w d w O �l C } CC) n^-I ri CTZ - LIO O W q' I O r- q Q _I U-) �--� +i LL F I Y LC) r ED , •.; own �; Q a- �-- 4 cu �12pum r- rzlw=Cf) In J -1 I m W I=� O ,-1 Q1-(r) rn 0 ## (Z) � W C)U l_w _ O CZ r- U OJ w r� �� , "I :/ /. cm _ _ - _ ' e- c�$' - _ ,-:r Y � xi,. Y .` Ll! - , 0:r' �. - . I- U 0'r co O� 07w0� m I WI In 6 LJ I17 CJ -J � (D z d't O� W � co I- =°' Caw u wi U L) N ai r-, W i� U `� I`� ': H 3 :a� :i _J v L7 Z J L7 - J LLI A - w D <[ D� _ W <[ _ 0d 2 W Z ml--aX "EICLL [A —:—,, ��1 w�r, LL s uj L .0 - m. iyb V' , d00C I mac' a r ' I 9 0 Imo. , w,N �1 � P4 m_, W II �_ co _4 �' r-, l---f -mil m � ,11 ,, LU l R ,p A,;- , / MEZ DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FRON THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 mm) SHEET STEAL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. NEITES: 1, MUST HAVE 4' CLEARANCE AROUND AHU 2. ALL SUPPLY AIR DUCTWORK MUST BE ROUTED, AT A MINIMUM DISTANCE OF 60' FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N. E, C, 440,11 17 PUMP HOUSE REVIEWED m CODE COMPLIANC ST. LUCIE COUp-' BOCC 1, ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL. FILE Copy CONFORM TO THE REQUIREMENTS SET FORTH IN THE rLORIDA BUILDING CODE MECHANICAL AND FLORIDA BUILDING CODE ENERGY CONSERVATION, 2. A 4' CLEARANCE IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED ASSEMBLIES IF ANY. 4. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. 5. A/C UNITS MAY HAVE CONC, PAD OR OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABOVE ADJOINING GRADE. PADS SHALL BE A MINIMUM 4'-0' X 4'-6' PAD FOR UNIT. tw] Z co �'o L'i I- �D O ~ > co • - Ln w� I O O Q J Lf) !l m I U7 00 C3 LU �'D 0 0 —1- \ R1 oP�um W O Ln U7 JJ I (� 9:. O m aQF-f'D Q 00 I-- RJ coor 1 �sol��l.M vim\ � r ,Y '✓' �i CD V) CJ 0u�0U)co Z, L� d�I- zJ J # U I, W Z) N �33 Lil 3J Z J -i LJ ¢ �O ¢0- z CL � �- 0 x ❑ rZ LL JAN. 14, 2020 MECH-ELECH IC. CT C VINENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E, FLA REG NO.29945 I [ 5 PUMP HOUSE Z 1 19e D Door Blower test shall comply with the following: a C), 0 Total volume of living space-------- -------------- 15y7.`! Ocu ft REVIEWED FOR Climate zone-------------- -----------------------2 CODE COMPLIANCE Per FBCR 402.4.1.2 air leakage in climate zone 2 shall not exceed 146329,2 eu ft (7 air F changes) per hour. $T. LUCIE COUNTYj2w BOCCI DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS'OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0;48 mm) SHEET STEAL, 1 INCH MINIMUM RIGID N❑NMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO ❑PENINGS INT❑ THE GARAGE, i NOTES: 1, MUST HAVE 4" CLEARANCE AROUND AHU 2, ALL SUPPLY AIR DUCTWORK MUST BE ROUTED, I AT A MINIMUM DISTANCE OF 60 FROM ALL SMOKE DETECTORS, 3, A,/C DISC❑NNECT SHALL BE LOCATED PER N, E C, 4 0, 11 „ FILE COPY 1, ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE FLORIDA BUILDING CODE MECHANICAL AND FLORIDA BUILDING CODE ENERGY CONSERVATION, (12.Q1-j (p-flA C-CwTtorJ 2, A 4" CLEARANCE IS Th""BE MAINTAINED AROUN13 "'ALL-'AIR"-HAN➢LING UNITS` 3, PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED ASSEMBLIES IF ANY, 4. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. 5, A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABOVE: ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABOVE ADJOINING GRADE, PADS SHALL BE A', MINIMUM 4'-0' X 4'-6' PAD FOR UNIT, LU IW a a z CO 1 M CU �LJ��D 0 V 1.H n 0 W D-' I 0 Qr::1JLn - L- m Y U-) 03 ty0 - ti 0 Ld �'D O D — "I- cu (D PP (__) (3'� I� LJ ::D Ln Ln J J I �Iz� 0 (y) a Q00 ## Q 00 F-- (U �OO 0'I�'.� �I�O_vJ OD M 0 M F OJ m d M 00 Q) O� M 1 LJ 1 Lil es ❑ Lr) U) CO U W z a: m Q1 J n LEI LJ U (U Pq H (U (U I` Z U W # j t� LJJ 3 3 3 J v 0 Ld W ❑Lj 0 0 ¢ a d z �o ��❑x ❑ a- n o N O N r� �J LU a ®4 Uj e " i L OAp�� F lj C4 Tr 0 JAN, 14, 2020 OF - I