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HomeMy WebLinkAboutBuilding Plans84' -10" 0 5' -8' 16' -1" 14' -2' 11' -3' 37' -8' w N � tD cc 11 W EO 4' -6 1'/2' S' -1` 4' -6 1/2' a Li d I'D HB O WINDOW SCHEDULE MARK TYPE STYLE R.0 , SIZE P. NOTES +D, O 5'-0' X 5'-3- HORIZONTAL SLIDER 5' -1' 5' -4' O 3' -0' X 5' -3' HORIZONTAL SLIDER 3' -1' 5' -4' O 3'-C' X 5'-3' HORIZONTAL SLIDER 3' -I" 5' -4' ® 16' X 60' FIXED GLASS 61' 17' OBSCURED O 2'-8' X 5'-3' HORIZONTAL SLIDER 2'-9' 5'-4' O 2'-8' X 5'-3' HORIZONTAL SLIDER 2' -9' S' -4" 1 / J 4' -0' X 4' _o, HORIZONTAL SLIDER 4' -1' 4'-1' \ / 5'-0' X 6'-0' HORIZONTALSLIDER 5' -1' 6' -1' 5'-0' X 6'-0• HORIZONTAL SLIDER 5' -1' 6' -1' DOOR SCHEDULE STYLE DOOR D. P. MARK (EXTERI❑R) NOTES WD HGT + - 1 DOUBLE EXTERIOR 6'-0' 8'-0' SGL, LITE FRENCH MAIN EGRESS -DO NOT SHUTTER R2 OVERHEAD GARAGE DR. 16, -0,8' -0' ❑3 OVERHEAD GARAGE DR. 10' -0 8' -0' INSULATED FIBERGLASS F4 SINGLE 2'-6' $'-0' SGL' LITE FRENCH SLIDING TRIPLE EXTERIOR 12' -08 8' -0r EGRESS DOUBLE EXTERIOR 6'-0' 8'-0' SGL, LITE FRENCH 0 SINGLE 2'-6' 8'-0' INSULATED FIBERGLASS STYLE DOOR NOTES WD HGT MARK (INTERI❑R) OSINGLE 2' -B' 8' -0' METAL W/ CLSR, OSINGLE POCKET DR, 2'-8' 8'-0' HOLLOW CORE-6 PNL, SINGLE POCKET DR, 2' -8' 8' -0' HOLLOW CORE-6 PNI.. OSINGLE POCKET DR, 2'-6' 8' -0' HOLLOW CORE-6 PNL. SINGLE POCKET DR. 2' -8' 8'-0' HOLLOW CORE-6 PNL. �J SINGLE POCKET DR. 2' -8' 8' -0' HOLLOW CORE-6 PNL. 7 DOUBLE 2' -6' 8' -0' HOLLOW CORE-6 PNL, 8� SINGLE 3'-0' 8'-0' HOLLOW CORE-6 PNL. ODOUBLE 2' -0' 8'-0' HOLLOW CORE-6 PNL 10 SINGLE 2' -8' 8' -0' HOLLOW CORE-6 PNIL:.::j Dol ❑ 12' -10 3/4' 0 i. O in - QAJtn L.� CJ� Y LI5 00 xp \ - � [__1W ,D w — 4 01 u� XwDn Ln ❑ m Qta101 1111❑ ❑ Q O ❑ O CIQ JJ I M v 0 O • 0 - 36 -h 3/4 li 3' -5' 10' -4':2' 4' 6' -6' II .3'-2 1/4 ®{_5' Co F (U El 9 0 p ❑ ❑ ❑ ❑ — i - - - - - � — ❑ LI O 16 !' ❑ � Q 200 AMP ❑ � OOD d � H R 1 I + POWER PANES O � r- d� � 15'-10 1/4 M • 11' �10 1/4• a 2 -0 I w to t rl N I g I� El O I 3' -6" W I N ! J Lj I �^. p�/ 4 N •-J N V cu I I N x) I 1 v cu CLI m I o M rIi tcro.) i C] a 6 7T ,_ 4 14 TO cu • I +7 i a 3 LINEN o Ix J 3 I I I ❑ J -2 �1 t o m 32 BASE CAB, Ell W �I. I I1 6' -7 3/4' 'v to r I fl o } WH I I I I R.{ h4 14' -0r co _ - M LD 6' -0'. 8' 22 1 22' w CIA o n ❑ " 13-6 " —uQ I j_ QO.�- 0 N ¢ v3 e u M P p 2Farm L6.. i ' -0' ff LINTEL �— • V) to r iREVIIEWED O Z o 1 _ �e1„6I � CODE CO I MPL AN _ I AREA SCHEDUL E E � I ® 4 -0 16 0 . o� - IQ I _ ST. LUCfE CON y � — —'— — ---- ----- --- c1I BOCC .� COWER LEVEL A/C 2482 toW UPPER LEVEL A/C 1435Lj � h ❑ , I i I x� N GARAGE 934cu W PATIO 270 I i o ► ENTRY 84 ❑ - I W I s' -e .,. _ TOTAL. R, _. 5205 I I call I LINTEL I 15 1, K ❑ L - - - - -I x I ❑ +» a -- - 7HB NI o m, a o^tI o I utl c� L..rI El Q O ❑ ❑❑Q qI ElLINT L ❑ Q, ❑ PANTRY ¢ =I w 4`J El- - - - : REF. -. -- ya k� t -N - -t 5' -2` 16' -0' 2' -6' 10' -0' 2'-6' --'� i, ej oVOKI z� � ❑ .,n 2 I Aev r N ' I � O I z' -a o it Ca , cu Zr 2l O b 3 6' RANGE 1V I I I RA co F I a HANGING HMO I L - - - - - - - - -- 1 �" � ' o I Q L-ro") I cu j m : 3 Q I FILE COPY liBEa � L - - + - - - - - - - - - - - - - - - J +_ - /_ 10 - _ LINTEL L-1 ro FIIZ� P�ete�- Q t' i�tttZ vhFG, 32' -8'ZDJ 6 -0 3/4- 115.JULto -0' ,�; j1ll rl,;a„t i, ; ❑ QQ 131NT, p❑ ❑ 1 r l i �I r Ci I L L.; i I ; I o ❑ _ _ _a.-0x ® l-ai 33vid321L! L- (oi v r 2-r t'1 6 C9NR, tt- ?;aoca Rat e. iu CD I t r 1 1 Q i r (r I Q �'J Ces WALL - Fit (-f F') i l In /AFC S 16' -9 1 /2' 13' -7 3/4' 19' -I 1 1/ ' 7' -4' 15' -4 3/4' WINDOW SCHEDULE R. D. s1zE D, P; MARK TYPE STYLE NOTES W H + - O- 5'-0' X 5,-3,HORIZONTAL 5' -1' 5' -4' SLIDER O 5'-0' X 5'-3' -HORIZONTAL 5' -1. 5' —4" EGRESS - SLIDER O 3'-0' X 5'-3' HORIZONTAL SLIDER 3' -I' 5' —4' EGRESS ® 3'-0' X 5'-3' HORIZONTAL SLIDER 3' —1' 5' -4' EGRESS O 3'-0' X T -3' HORIZONTAL 3' —1' 5' -4' EGRESS SLIDER ® 3'-0' X 5'-3' HORIZONTAL SLIDER 3' -1' 5' -4' EGRESS O ' 4' 0' X, 3' -0 HORIZONTAL 41 -1" 3' -1' SLIDER (� 4'-0' X3'-0 HORLIONTAL 4/-i' 3'-1' O 5'-0' X 5'-0 HORIZONTAL 5' -1' 5' -I' SLIDER 5'-0' X 5'-0 HORIZONTAL SLIDER DOOR SCHEDULE MARK STYLE (INTERIOR) DOER NOTES WD HGT OBI—PASS SLIDER 6'-0' 8'-0' HOLLOW CORE-6 PNL, SINGLE 2' —6' 8' —0' HOLLOW CORE-6 PNL SINGLE 2' —8' 8' -0' HOLLOW CORE-6 PNL 4O SINGLE 2' —8' 8' —0' HOLLOW CORE-6 PNL OSINGLE POCKET DR. 2' -8' 8' -0' HOLLOW CORE-6 PNL O SINGLE 2' —8' 8' -0' HOLLOW CORE-6 PNL OSINGLE 3' -0' 8' —0' HOLLOW CORE-6 PNL, SINGLE POCKET DR, 3' -0' 8' -0' HOLLOW CORE-6 PNL OBI—PASS SLIDER 6'-0' 8'-0' HOLLOW CORE-6 PNL. 10 I v ! 12' -1' 2' _11' 4' 7' -4 1/2' 4' CLOSET ro ® O 14' -4 1/2' 6, _91' 3 *4 12' �' -Cl' 12 O p BEDROOM 2 19 - 2 3/4 8 2 � 9'_ 0 .FLAT CLG. �n .i N 3' -1' 1A? Q 4 go ❑ 12' -4. 30' VANITY N Eq +I o_ k tq O 9 LOFT O D s �I *- 6' WALL ctix ❑ ICI • • 24' DRAW • • 7' —3 112, v t ❑111 ElsrAac r--- ---- rm v 30' VANITY 30` VANITY � v � WLC. cs, — MEN T© B£LDW v BATH 2 ' 0 zz yr x a im ro o _ ' ATnc Acccss 9'-0" FLAT CLG. V) lU r+I CLOSET , I r-- M `.• 0 ti 7'-3 1 /4' O € — o Ly cy W.H. Iv 12' -10• i ¢ �a3 BEDROOM 4 ❑ tfIlEi 11 ❑fl(t ❑ ❑I4lII ❑I.i1 1 ❑I ali�❑ 9'-0" FLAT CLG. '7x W FIZAY�ArG WA"u. ['F'yP.) g 0 LxG, P F (fin'..;-31o'.1 ArF �O� t-j � - CODE CO PLiANCE�1 13 -6 13 - o • R,�„ . f . ,._, � ST. LUCIE O,UNTY60 p BO CID ` 12, -0 1/a, 2 6' -5 3/4'O 6' -5 3/4 o Fill F Ehv METAL ROOF Planning & Development Services Department 1 Building & Code Regulations Division 2300Yirginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 Certification for Design Load Compliance s Pmject Name: : LEGACYIVMODEL Jt .Project Address: 7466 LEGENDS DR. r Permit# Occupancy Type: R Construction Type: V 1 INSTRUCTIONS FOR USE: • Thiscertification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: III - *New Residences (single or multi -family) o Residential Addition - n -o An accessory structure requiring a building p o Any non-residential structure. - - - - - 'Note: Form not required for interior renovations provided that no exterior structural elements are affected and LLJ certain minor building permits at the discretion of the local building official. Contact the # above for questions. R 8' BAN ooivl DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that a - III. -. 1. DESIGN CODE: Florida Building Code 20176th Edition with 20 Supplements using ASCE 7-10 t" Enclosed Open Enclosed Partially P check onel: X NY .Structure Designedas } ,_____ n.aZ: 14 3. Risk Category: X It Ill IV Exposure Category: _B X C�D JI 4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 ft (tJ S. Mean Roof Height: 25 ft Roof 9 6 .12 Parapet: N/A it . 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): t 18.7 18.7 18.7 32.5 32.5 30.8 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -43.5 -40.1 I0. ri -29.7 -51.7 -76.5 -35.2 7. Design Loads: Floor: 40 PSF Roof/Dead: 7 PSf Roof/Live: 20 Balcony: _ N/A PSF M F- 5' -0' 1<. $' -3' HORIZONTAL SLIDER Dock: N/A PSF Deck: N/A PSF Stairs: 40 PSF Fence: N/A PSF Railings: 50 PLF / CONCENTRATED nt 8. Were Shear Walls Considered For Structure? _Yes _NotApplicable Explain Why Not a 5' -C' X 5' -3' S. is A Continuous Load Path Provided? X Yes _NotApplicable Explain Why Not t - HORIZONTAL SLIDER - (U 10. Design Soil Bearing Pressure:. 2500 PSF Sol] Test Reports Submitted? ____Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & sperificatwns have been designed to ! comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie - County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: � Paul Welch P.E. 29945 / 5115 Print Name Cert#&Co. CertAuth. - Paul Welch Inc. ON PLAN 10/12/20 Signature, Date, and Seat - 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name&Address 24' CLL. W/ 1 STAGGERDED STONE BASE SILL _ 5' -O' X 5' -3' 36' X 5' -3' 36' X 5' -3' HORIZONTAL SLIDER IORIZONTAL SLIDER HORIZONTAL SLIDER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L (2) 3080 FRENCH DRS. FRONT ELEVATION CATION 00 �,D (T� OJ Uw'qrtD o �:>(y)� U) + II3 Q W Q� 1 O QQJIf� •-+ Y tf) O ` ED \ od (D Iy- d (L1 C)PgU0-, rii� W ::) L0 LO -I -I I WQ O M ti W q -r" aQl-('') C4 4k n Q Co - of O 0� r- CO Qr� U . h0-� " -J 0 A ad =101k 8Ub Q ^d� � . G� �. a, pi 04 4- 1 14 S -y ui R s 2. car . _ ';NT to CALCULATE ATTIC VENTI 'I F . ATTIC (1ST 1503 S . FT. FLOO R') R Q , 1503 1150 - 10 REQUIRED VENTILATION 2- 12 194 L.F. OF 6 " X 18 " VENTS @ 48 " O.C. = 36.38 SF / , - 18.2 SF AVAILABLE FOR `6 4�1 CROSS VENTILATION II 18.2 SQ. FT. > -10 SQ. FT. VENTILATION O.K. 12 ' I� 6 f. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. r; l CALCULATE ATTIC VENTILATION 4' -0' X 3' -0' 4' -0' X 3' -0' ATTIC -4 HORIZONTAL SLIDER HORIZONTAL SLIDER F (2ND (TYP, I'2.Sr FLOOR) = 1435 SQ, FT. 1435 /150 9,57 REQUIRED VENTILATION 2(}6 L.F. OF 6 " X 18 VENTS @ 48 11 O.C. = 38,03 SF (2 3c,,2 - 19.3 SF AVAILABLEFOR CROSS VENTILATION 12 19. t S TT: > 1.0 SQ. FT. VENTILATION O.K. 6 1 Q' 12 n 6 36' X 63' 36' X I'63' r PROVIDE 6" X 18 SOFFIT VENTS @ 48 O.C. _... - !SLIDER HORI(EGRESS)LIDER HORI(EGRESS) i r 1?f t? ems'' (-TA P� -1-'3Z.5' -35-.2 4' -0' X 4' -0' 00 HORIZONTAL SLIDER 12080 SLIDING GLASS DOORS (2) 3090 FRENCH DOORS +SI!..3 35, 1 w� BACK ELEITAMAr �I -i LL, LLJ U --J 00 W r rl Q u C� iF .AI Z II O REVIEWED FOR � � LLJLn CODE COMPLIANCE _ (D 2 ST. LUCIE COUNty BOCC I o I FILE COPY a (I F-t � U WU) I AUGUST 24; 2020 2 A — t I EAVE 9. ' (TYPICAL GENERIC ROOF i ROOF SHEATHING ATT ZONE Q1 NAILS AT 6' ( a ZONE Q NAILS AT 6' 1 ¢_ w z a a ZONE ® NAILS AT 4' 1 - a Lo NOT, ROOF SHEATHING SH Q2 O �� G9 OI PLYWOOD ROOF SHE ROOF FRAMING WIT ( PER FRC803, 2. DESIGNATIONS EAVE ROOF SHEATHING NAILING ZONE 12 .. 6 aci 0 0 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION U Z co 0 L'3wlt0 0 r�>(y) - U-) w 1 0, O, Q f-)J if I --+', L� ON I, V L17 0 E:I \ OJ 0 W �D OO�—d- Cu p12Qum r. W O Lf) U-) J J I �G 0 m', Q 00 # Q (17 F-- (u 0Cl�r, �000r- (_3, \\ i 16' -0' X B' -O' GARAGE DOOR * 5 o , r A, 3 10' -0' X 8' -0' GARAGE DOOR qo-1 �{� ► 12 6 REVIEW E '==� CODE COM (TYP.) ST. LUCIE i BOC FILE C Of 16' -0' X B' -O' GARAGE DOOR * 5 o , r A, 3 10' -0' X 8' -0' GARAGE DOOR qo-1 �{� ► 12 6 REVIEW E '==� CODE COM (TYP.) ST. LUCIE i BOC FILE C Of .j u- tU u 0 00 0 M lD O :r' 0 a[AHk15'1 ' � ft 1 U ■ [mr9 w. cp) o z LJJ (A Lla ;E i ELECTRICAL SYMBOLS e PUSH BUTTON SINGLE PULE ...CO SWITCH SMOKE DETECTOR 0 CARBON MONOXIDE TYPE THREE-WAY SWITCH FLOOD LII 0 SMOKE DETECTOR SD DOOR CHIME (� 220/AG DISCONNECT DUPLEX RECEPTACLE G PULL SWITCH CEILING LIGHT SWITCHED RECEPTACLE P. C, WP/GFI WATER PROOF CEILING LIGHT (GFD RECER o W/ EXHAUST FAN C GF GROUND FAULT INTERRUPTER fEXHAUSIT FAN TV 0 TV OUTLET VAPOR PROOF RECESSED CAN ® TELEPHONE OUTLET LIGHT FIXTURE RECESSED CAN A FLOOD LIGHT PRE -WIRE LIGHT FIXTURE FLUORESCENT FAN PRE -WIRE ONLY FIXTURE 0 (UNLESS OTHERWISE LABELED) o CEILING LIGHT FIXTURE FLOOD LIGHT WALL MOUNTED CC7 LIGHT 7 I HANGING LIGHT FIXTURE DIMMER I WP/ I ELECTRICAL NOTES SMOKE DETECTORS TO BE 1IOV W/ BATTERY BACK UP -ARC FAULT CIRCUIT. SMOKE DETECTORS TO BE LOCATED AS SHOWN. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE: PROVIDE ARC -FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS. PER N. E, C, 210.12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, I PROVIDE PHONE AND TV OUTLETS VERIFY LOCATION. I MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS eHERE NOTED TO HAVE GROUND FAULT INTERRUPT. I PROVIDE LEDGIBLE DIRECTORY AT PANEL INDICATED INDIVIDUAL CIRCUITS. ALL WORK SHALL COMPLY WITH THE NEC (NFPA 70) 2011 EDITION CARBON MONOXIDE DETECTORS TO BE INSTALLED I WITHIN 10' FROM ALL BEDROOMS, I . PROVIDE TAMPER RESISTANT RECEPTACLES WPA PER N, E. C. 406, 11 I I MOUNTING SPECIFICATIONS (DISTANCE ABOVE FLOOR) o MAIN PANEL SET AT 48'. LIGHT W1 FAN KITCHEN (GFIY CENTERED AT 44' WALL LIGHTS CENTERED AT 83' WALL RECEPTACLES CENTERED AT 16' WASHER RECEPTACLES CENTERED AT 44' GFI RECEPTACLES IN BATH CENTERED AT 44' W.P. GFI OUTSIDE CENTERED AT.16' TELEVISION JACKS CENTERED AT 16` TELEPHONE JACKS CENTERED AT 16' WALL HUNG TELEPHONE CENTERED AT 56' 'NUTS ALL COFFFR OUTLETS TO BE ON .01# & AS MARKED. ' FLOOD LIGHT ledd N N n N 0 C pill in',W Kn ELECTRICAL LOAD CALC'S PER NEC 220 3917 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER Q>ojK tOX7/.oVj~zj WH DW WP TUB REFRIG IRR. PUMP MISC. TOTAL FIRST 10 KW @ 100% REMAINDER 0 40% TOTAL A/C HEAT C[D 100% TOTAL 44460.4 240 - 185.2517 AMPS USE 200 A SERVICE WITH 2O0A PANEL UNDERGROUND SERVICE BY FPL (3)- # 3/0 THW IN 2' C 11751 VA 3000 1500 5000 12000 4500 1200 1200 1200 1800 3000 46151 VA 10000 14460-4 24460.4 20000 44460.4 VA CODE COMPL ST. LUCIE CC BOCC (3) 3/0, #4, 2' C #4 CU GROUND TEED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE ELECTRICAL RISER/DIST. NOT TO SCALE FILE I Z 00 "n C-� Ld dam- � o N>Mr. — In o W0 I o R _I 1n L� ON I Lr) 0)' 0 ` QQ�Hd oj 0Pquarn r, ��� �Q O 1- M Q v) (n Qoo�—cu O CL' r- U CO 0 (� Cn1�0_v J v` z C0 V el r4 t ui �. 5 r_= v a —I LL LIJ u co J00 CD m V) O Cr 0 Cl- 0 u y z O LLI V) LL1 AUGUST 24, 2020 3A ELECTRICAL SYMBOLS e PUSH BUTTON SINGLE POLE SWITCH SD/CD SMOKE DETECTOR ® CARBON MONOXIDE TYPE THREE-WAY SWITCH 0 SMOKE DETECTOR So DOOR CHIME ® 220/AC DISCONNECT DUPLEX RECEPTACLE PULL SWITCH CEILING LIGHT SWITCHED RECEPTAI P, C. WP/GFI WATER PRE CEILING LIGHT (GFI) RE( W/-EXHAUST FAN GFI GROUND FAULT INTERRUPTER EXHAUST FAN TV TV OUTLET VAPOR PROOF �V RECESSED CAN ® TELEPHONE OUTL - LIGHT FIXTURE CAN FLOOD LIGHT PRE -WIRE RRECESSED LIGHT FIXTURE FAN PRE -WIRE 0 FLUORESCENT � FIXTURE (UNLESS OTHERWI CEILING LIGHT FIXTURE WALL MOUNTED LIGHT HANGING LIGHT FIXTURE ELECTRICAL NOTES SMOKE DETECTORS TO BE 1IOV W/'BATTERY BACK UP -ARC FAULT CIRCUIT. SMOKE DETECTORS TO BE LOCATED AS SHOWN. SMOKTECNECESO SDETECTOR TO BE NACTIVATESTALLSMOKE THATEONE TSMOKE DETECTORS IN THE RESIDENCE. PROVIDE ARC -FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS: PER R E. C. 210,12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PROVIDE PHONE AND TV OUTLETS VERIFY LOCATION. MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUIT; ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS e1HERE NOTED TO HAVE GROUND FAULT INTERRUPT. PROVIDE LEDGIBLE DIRECTORY AT PANEL INDICATED INDIVIDUAL CIRCUITS - �I I �0 CD 1,D � Lwd 'n o + IUo0 W0� 1 o - ^ Q_jLf) LL O� Y 1.0 O r4Ll L\ 0i OPgQm t-- Ld D In 1n J J 1 m Q O �--� Q'co F oiii d+000O� - — ---- Ell r-0iL it 0101 10101 [Ell 101 - p TV OUTLET & G1 CABLE @ 6' -0' A. F. F, C7 E� 6 LIGHT V/ E. FA TV OUTLET 6 FAN SD CABLE @ 6'-0' A. F. z tITE - Q uujl n m `Q 42' HIGH Q RAILING- - - - - Su a:N V C590 0 C] i 220Vu�� DIMMER m� i i�z=a � Y _ AHU F a LL LL kum anmpr- LABELE u _ 0 0^ et ca ® SD/CO _,.. 0 0 va ALL WORK SHALL COMPLY WITH THE NEC (NFPA 70) 2011 EDITION EXHAUST FANS SHALL MEET FGE FOLLOWING CRITERIAr CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS. VENTILATION RATE, PROVIDE TAMPER RESISTANT RECEPTACLES VENTILATION SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE PER N. E. C. 406. 11 MINIMUM AIR FLOW RATE. MINIMUM REQUIRED EXHAUST RATES FOR ONE AND TWO FAMILY DWELLINGS MOUNTING SPECIFICATIONS (DISTANCE ABOVE FLOOR) MAIN PANEL SET AT 48" - KITCHEN (GFI) CENTERED AT 44' WALL LIGHTS CENTERED AT 83' WALL RECEPTACLES CENTERED AT 16' AREA TO BE'VENTILATED VENTILATION RATES KITCHENS KITCHENS 100 cfm INTERMITTENT OR 25 cfm CONTINUOUS MECHANICAL EXHAUST CAPACITY OF BATHROOMS - TOILET ROOMS 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS WASHER RECEPTACLES CENTERED AT 44' FOR SL, 1 CUBIC FOOT per MINUTE = 0,4719 L/s GFI RECEPTACLES, IN BATH CENTERED AT 44' NOTE, SEE ELECTRICAL PLAN FOR EXHAUST FANS LOCATIONS. W, P. GFI OUTSIDE CENTERED AT 16' TELEVISION JACKS CENTERED AT 16' - TELEPHONE JACKS CENTERED AT 16" WALL HUNG TELEPHONE CENTERED AT 56' REV! CODE ST. LL AUGUSTi24, 2020' 3B #5 REBAR _ Co `D 4 2 1/2' 5' -9 4 2 1/2 U LJ d- 0 Q HE o CONCRETE SLAB � O ❑ ❑ ❑ W G 1 O 4 F. FLOOR --12`-10-3/4s - - �1 Q � rn j FINISH GRADE co � Ln 00 ED =III 1 I-111-j1I= I ch I [00 4' -2'2"4'-2' 4" -2" 4'-2' 4'-2' 4' -2' 4' -6'=III . I III="'—u, m .�o w t0 =III LII o II =1 coI FS ao ©c�a c� m =11! !II—III=III �I ❑ -El Q4 w D Ln D 1 I j°° ❑ ❑ ❑ 0 ❑ CURB ❑ ❑ ❑ ❑ ❑ J J I m (3) #5 MINIMUM CONTINUOUS mP]i o .-t 20 3" COVER MINIMUM t 11 b y - - - - - - = - - - - - - - - - - - - w Q t 1' -8' 3' -6' 3' -5'. 3'-5- 3'-6- ( cu Q F- ('") i a BEARING POUTING 1 3 1/2RECESS I jl 3' 9' 3 -11' II i Q 00� N (� F I SCALE. 1/2' = 1'-0' ❑ ❑ ❑ ❑ ❑ e srlauER I>I ❑ ❑ ❑ ❑ I Pao AMP ❑ <C 00> 7 r` H POWER PANELZD I. U1.f\a v J zt #5 REBAR I t t t !! ! I iu to 37' -0' , I , o CONCRETE SLAB I 6 ' T SLAB 3 1/2' F, FLOOR o W I F1 I in to -il 3/4' W i- "' N � q CONCRETE m y �'ll �._. 4' CONCRETE o ❑ ! III N u - - -- SLAB { TYP;) 111=III=III N .-. N — - C =1�I=1�l=1il= -4' ELEVATION I h `� � III —III —III —III ...... 117.7o I � l—III. III=III I t n+=m 'I 1 I ( ❑ ad a III III—III-111 III=III=11 (2) #5 MINIMUM CONTINUOUS I t F3 I W o �a 3' COVER MINIMUM I I I i 1 19' -5 3/4' m > Z BEARING FOOTING W/ STEP I a� RECESS FOR O. H. G. B. ❑ HBt A F4 SCALE 1/2' 1' -0` ❑ I F2 I 4 iu I N - - - - -, ❑ ❑E SLOPE 1/ - - - - - - ❑❑ SLP ❑❑ ❑ n ❑ ❑ ❑ I - �---� - L I fl ❑ _ _, ! I 5' •-2' 16' -0' 2' -6' 10' -0' 2' -6' I -- - - -- 1 REF. r--� t i 1 I 9' -J INTERIDR HEARING I F. I ❑ 36' -2` _ I ^- FINISH FLOOR o I I PROVIDE ICE (STAIRS) 3 112' I c�i 1 MAKER LINEzo I I 1 i iu I N 'I III=III=1 :. ` ` • : �1141 I SLOPE I I I I I I 11=III=III I - � � �:a.t.. a _ a, III=III=III= o I ?.. 12 MAx.I ❑'A6� 1 u -4' 2' -9' -4" 14'-1 3/8' iu1-111=11 11 III=111- II _ C2) #REBAR 16' ° I I 1 + -- �� - - - - -1. m L'ac.A.rCtc'"s or- vrzf-" PAr, 00 � � 00 CD CONTINUOUS (, °'" .,� , " w M. .- _ ❑ ❑�, '° r� INTERIOR' BRG, I 3 l L_� L T F2 SCALE, 112'= I' -0' 1 00 � 7 -9' _) 6' -0' o Xo I ao I i� a I Z .t ems" :;&, ❑ I xg ��xy'X 20"L7 ❑ i #5 REBAR ❑ I `D o I CONCRETE PAD I 6'-0' 1, ALL DOWELS AND VERTCAL BARS ARE #5ck O W/ #5 REBAR @ 6' 0. C. ❑ I c'z - RUN CONDUIT CURB r� I I TO ISLAND — — EACH WAY I - Z) RECESS @ SHOWER I o �> "' I �u ❑ I I I ❑ • • Z #5 REBAR 44 - REVIEWED,- ,- tr"} vi I �, 1 1s o 1/2 I t FINISH FLOOR _ e 0 GRADE 4"Z VARIES I o xx� I L-- — — I — ODE CO PL11 3 1/2' ¢ ti W I M 10, ST. LUCI 'CO F4 III=III III— b I T ❑ $O C' �, 11-111=III III=III II►=III=II=III III=III=11 I ' I I 3. ATTACH DOWELS TO FOOTING STEEL uwj m=ur=ni=nt ut= n=in=m_ i o III=III III III Ill=III=11 — ' I J� of IW 4. VERTICAL BARS TO EXTEND TO =III=III= N=III=III III= I I TO TOP STEEL AND HAVE HOOKS 16` (2) #5 MINIMUM CONTINUOUS I NW I TOP OF SLAB N SLOPE- N EQUAL TO DOWEL HOOK, 6, 3 COVER MINIMUM I o ❑ i N Vl ^ 1 I I MAX. x� , , I _ .oZD SHUWERICURB/RECESS SECTION `o I N� a 5. FILL CELLS AT VERTICAL DOWELS. (u `u N FS SCALE 1/2' 1'-0' I 1 iu i 6. GROUT TO BE 3000 PSI AND I I REBAR TO BE GRADE 60. I 81-8" ❑ I 4' THICK CONC. (2500 PSI MIN.) SLAB W/ FIBERMESH OVER ❑ cu 4'-2 3/4' 3' -7' I 6 MIL POLYETHYLENE VAPOR BARRIER ON CLEAN 95% I I COMPACTED TERMITE TREATED FILL ZD #5 REBAR 3 112' STEP i DOWEL ROD REPAIR NOTES -3• _ I I ❑ IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FIl. �'� g - HB ❑ - ❑ - -❑- - w I FRUM DOWN POUR LOCATIONS, DRILL 6' INTO CONCRETE cop i- 7 5/8 CURB Ee 3 1/2' RECESS I (NO CLOSER THAN 3-3/4' FROM EDGES AND 5" FROM ENDS (_L, e SHOWER OF CAP WALLS), REMOVE DUST PER MFG S INSTRUCTIONS II m CONCRETE SLAB © M 4• , ❑ I ❑ AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. I ,� w USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. FINISH GRADE (� o Z �{ 0 _ I �* =III o •. ,'`- 8=1, ❑ ❑ O ❑❑ L ❑❑ ❑ ❑ ❑ p I�Ltu III ut IILIii III it u� -3 I 3' -3' 2' -6 3 8' �. 6' -0 1/4` 4' � is 16• C2) #5 MINIMUM CONTINUOUS iu ❑ ❑ p I ND 3' COVER MINIMUM 4'-6' J4'-z 1/2' 6`-0 1/4* FINISH FLOOR w CURB SECTION 19'-11 1/4" T _4' 15'-4 _ SCALE i/2'= 1'-0'MIMI 3/4' ---- -(r 42' —8. I=III—III=1 ". .BE III=III=III= ° I=IIIlil I(i lil I— - UGUST 24, 2020 . -1 �!I - li1-11=II =11=11 � II -III (2) # REBAR CONTINUOUS INTERIOR BRG, SCALE, 1/2'= 1`-0, I WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE J DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. 2" THICK WITH (13 GAGE,1 g" LONG, 4" HEAD; 0.098" DIAMETER, I a" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER,15" LONG, 65" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 15" LONG, �" HEAD) SPACED AT 7" O.C. FOR NIAL,S AND 12'" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 11789 OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' ADDITIONAL TYPICAL WALL SECTION FOR ADDITI0NALINFORMATION RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER PRE-ENGINEERED WOOD TRUSSES AREAS AND «'ALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF @ 24° a.c. (MAX SPACING) NOT GREATER THAN 450. "SIMPSON" STRAP PER PROVIDE 6" X 18" SOFFIT VENTS @ 48" 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. CONNECTOR SCH. 6 ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL. STUCCO OVER WiRELATH W/ 11GA 2" HAVE A CRITICAL RADIANT NOT LESS THAN 0.12 WATT PER SQUARE 13orroM cow dl NAILS W/ e" 0 HEAD @ 6" O.C. OVER MATERIALS EXPOSED TO muss 3" METAL RIB LATH 6" O.C. W/ (2 G TIMIITI;R. EXP05L:D FOAM PLASTIC INSULATION MAT @ CEN a THE UNDERSIDE.OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL LAYERS) OF 15## FELT OVER WD COMPLY WITH SECTION FRC316. FRAMING MEMBER (TRUSS TAILS). i L GYPSUM BOARD MATERIALS AND ACCESSOR IES S SHALL — 7) PER FRC 702.2.1 ALL YP i CONFORM TO ASTM C 36, C 79, C 79, C 475, C 514, C 630, C931, C 960, C 1002, C 1047, C 5 CUCCO 50�� I j%�/ \I� 1 I1S,,; #5 REBAR W/ 90 DEGREE HOOK 1177 C 1178 C 12789 C 1395; C 1396 OR C 1658 AND SHALL BE INSTALLED IN 17KWAl (WR15 a" x 15 BARS COLUMN WITH ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE rWYi CLG) I (2} -#5 BARS VERT. FILLED WITH STUCCO CEILING PER INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 NOTE# 14 (3000 PSI) CONCRETE, LUMNS ARE 8 INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS I x 4 vro top fA, o� ) I �" X3�" n�rnl. � (1 ROW) 8'oX 8" X 16RNER OCMU COLUMN WITH OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING Rldlll� 8"X8" CONTINUOUS CONCRETE I (3) - #5 BARS VERT. FILLED WITH ASSEMBLIES ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES; CRAWL BEAM BLOCK W!(1) - #5 BAR 1N 1 (3000 PSI) CONCRETE SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 — 2 X 4 Woan 5TW5 @ 24^ (3000 PSI) CONC. FILLED EACH CELL WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 45d O.C. „ - 5 BAR . STUCCO FINISH TEL W 1 # CAS LINTEL / N. 8" PRE. 3 fv>!:T M E 84 OR UL 723.' o� I x ( ) H AST CE WITH ri ACCORDANCE � WHL;N TESTED IN ORD 511i'15 e 241 O.C. - 1N (3000 ) PSI CONCRETE FILLED CELL ENERGY CONSERVATION NOTES (SEE LINTEL FOR MORE INFORMATION) 1 RESIDENCE SHALL BE IL IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ' pmrl l 13001 5IM5 (%T W&I, FINI51 I #5 REBAR W130" MIN. LAP SPLICE ENERGY CONSERVATION RESIDENTIAL. Norfs nor WALLS 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO A x I° �mf3n rc s an.tr�r:Nrro slur' UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO @ 24° 135O.&1,5 } FINISH GRADE � ro cr3s ww�t 5 A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS 2 x 4 P.r. Woos Darr, REQUIRED TO BE PROVIDED WIZEN LOOSE FILL IS INSTALLED TO PREVENT IlAf> II mm LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. or U x 3 8' C014 I 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR @ 2411 w/ r, caNs LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH z4" O.C. ( ) 2500 PSI CONC. FOUNDATION SEE PLAN FOR SIZES AND I R402.4.4. coNcffrE ftvar 4 THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH SPECIFICATIONS R402.4.1.2. -I� _f r,_ 1WIC& C01-UMN 5FC110N (CO, FOFCld) NrS.,, ~ 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TTICA, I NVIR, ON-PF6 , 'Wks PFfAIl. TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. Mai V_°stiF ON J�O � � DX 30� ROOF FELT ON'9" CDX ROOF FELT ON „ GDX s � STRUCTURAL NOTES PLYWOOD ROOF SHEATHING PLYWOOD ROOF SHEATHING 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. - WITH SD RING -SHANK NAILS PER WITH 8D RING -SHANK NAILS PER DETAIL DETAIL 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3 ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND PRE-ENGINEERED WOOD TRUSSES 9 COLUMNS SHALL HAVE'A MINIMUM COMPRESSIVE STRENPRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING} @ 2a" O.C.(MAX SPACING) GTH OF 3000 PSI a COMPRESSIVE STRENGTH AT 28 DAYS. RESSIVE I "SIMPSON" STRAP PER TRUSS "SIMPSON" STRAP PER TRUSS CONCRETE WITH A MINIMUM 2500 PSI CO MP _ 4) SLAB /FOOTINGS TO BE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. CONNECTOR SCH. CONNECTOR SCH. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: _._ 5) METAL FLASHING (DRIP EDGE). METAL FLASHING (DRIP EDGE) fI „� °1 FOOTINGS: 3" BEAMS:12" SUSPENDED SLABS: 1 Z" R-19 INSULATION 1 x s CEDAR FASCIA OVER 6 LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER EXCEPT A5 Fell 1 X s CEDAR FASCIA OVER '" 2 X 4 WOOD SUB -FASCIA I NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 2 x aWOOD SUB -FASCIA p ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE ;, DRYWALL (CEILING) STUCCO SOFFIT PER DETAIL 7)' DRYWALL (CEILING) i STUCCO SOFFIT PER DETAIL PRESSURE TREATED. w i #5 REBAR W/ 90 DEGREE HOOK (2 F� a- q �, pJ CD TO t s i " ,. S CONCRETE #5 REBAR W/ 90 D FL " a 8 SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE, 8"X8" CONTINUOUS CONCRETE 8 X8 CONTINUOUS r_ # m TION OF HARDWARE IS NOT PERMITTED- BEAM - 5 BAR IN MASONRY INSTALLATION M BLOCK W/(l) # A_ 8"XS"X16" CONCRETE BLOCK BEAM BLOCK WJ(1) -#5 BAR IN c' J N 8"X8"X16" CCf$iE Pd-Id�iVC UNLESS OTHERWISE NOTED THE INSTALLATION OF SPECIFIED HARDWARE (3000 PSI) CONC. FILLED EACH CELL (MASONRY) (3000 PSI) CONC. FILLED EACH CELL ( ) ST. LUCIE COUt11T� �•b� 9) , � � SI3ALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD B®CCi ) I (" ru PRACTICES. #5 VERT. REBAR IN 3000 PSI #5 VERT, REBAR IN (3000 PSI) ( ) 8" PRECAS LINTEL W/(1) #5 BAR 0 UNLESS OTHERWISE NOTE ROOF SHEATHING TO BE NAILED WITH 8d RING 8" PRECAS LINTS WI(1) -#5 BAR FILLED CELL CONCRETE FILLED CELL s 1) CONCRETE FILLED SELL IN {3000 PSI) CONCRETE F ^�;, C., z SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. IN (3000 PSI) CONCRE E FILLED CELL , (SEE PLAN FOR LOCATIONS) AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) O' 11 UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD AT ALL DOOR OPENINGS AND WINDOW OPENINGS (SEE LINTEL SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER WINDOW OPENINGS (SEE uNTEL' � SCH. FOR MORE INFORMATION) SCH. FOR MORE NFORMATION) STUCCO FINISH NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL STUCCO FINISH I SCREWS 1.5" LONG AND 0.131 DIAL z" DRYWALL (WALL) vi 12 LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS 1X2 FIRRING @ 16" OR 24" O.C. u R UGH BLOCK gj WC,. SHALL HAVE 8' BEAR.ING. CONC. CURB — #5 REBAR W/30" MIN. LAP SPLICE F1 FOIL INSULATION #5 REBAR W/30" MIN. LAP SP E Ln 13) PROVIDE #5 CORNER BARS W/ 301' MIN. LAP SPLICES FOR BOND BEAM. SOFFIT TO BE FINISH GRADE 1 ° _ ( `4 ; O -0 FINISH GRADE ��� COMP 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTI RIOIt CEILING AND 1" i I> STUCCO OVER WIRE LATH W/ 11 GA. 2" NAILS W/ 8" 0 HEAD @ 6" O.C. OVER i. s"MEH uITAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 159 FELT OVER EACR`O FRAMING MEMBER). I i I I I 1 mI r f � I I q (2500 PSI) CONC. FOUNDATION (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SEE PLAN FOR SIZES AND SPECIFICATIONS SPECIFICATIONS ICAI� WM 5) Cf1ON (GAFMCAF) Nr5,,, TTIC& WALL 5FCf10N SHFEI NUMBER i OF PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING h 1984 S.W. BILTMORE ST. SUITE #114 . PORT ST. LUCIE, FL 34984 PHONE (772) 785-9888 E-MAIL PWELCFIINC ,AOL.CONI 4 A N0.2 5 I P.E. FL ItEG 99 i I'AUL WELCH, s v . - , ., . a.... `-....1 3 .v - r vi�. { 483,36W 3 ] rF? dY a .#,r 4 rc.+.......... u.w tu f+ ,n 4. ,f W L ROd� _ *OPW MAHIMUMHSADREElSPAN »,,©"- 6'8" �l' ".12'•U' '.75':0,"r t. "G.b3z Nr hliiNR OF FrIF:.t;1.iINTH S?GflB F.riGii ENDOF HEADER N 2 t;annli f+rl 32 ,a"� P6-YAN086 (Zppf. dillEQ'ftd EtJP.i AUMBER DF HCuIDER S7'IIISS'5L'PM?RTING END OF riFullNaR � I l '.2 � k e _ i Pam. ur��lEE�ei3 wttO'(PdiphEy �---- iRU&'S4'S Olt Rumum Prtltt �.nv ✓ '� - ar Iz"Dfc • tNdll yFAGlb1%Aj • .'�' "` aBa2XxTcarrLA•I'e �.�S,MPraChl h4'G'a4P PVI• F .5-.,- NMRAPHMASIXI;0€C:,ToPPEikIL'.: , .�, iP'c+�F9�'(AV URIa' EbL��bu>.�E .•. . „ � , : --PLYWOOD WALL SHEATHING - 1� & r W(_v b r&&6.4A P ,, GRADE D FELT PAPER APPLIED LAST) I - 3C} . waob �sIJ�' �A'az• f �} q Z ld ( PROVIDE BEAD OF SEALANT'/. IWhur tA(! 1 f 4 FROM EDGE OF OPENING UNDER FELT 9. APPLY FELT TO EXTERIOR OF c P : b E11.Ai4 ' OPENING AND FOLD FELT OVERJAMBS a S • C.p hIGw t t 0 WINDOW OPENING l 16l T! L w k (li t a �x ti ITIIJIJ �LI • Ir o Pst c. 06 . �i �� �' - y re-1 Pvs +l i'?r>a 2.. O NS Nf><,S: b - � ` t2 -7 �F146N:G> GRADE D FELT PAPER SILL PANNING Ccat iC (APPLIED 2 V r ! WRAP OVER ENTIRE SILL, OVER _ PI *o IPA ifz b, 4a9E i IXF? CotrS @Z-d ae. e ov 0Ile lea LAP SILL PANNING 4" PROVIDE kozrd . V E2T. �' FjI CGK.✓ 11$ bLar,4z awAi.t 2 Ywtb.6Pt,- 1, HE�ADOFSEALANT'/"FROM EDGE L° /f=m_" uaNNtcr4vLt n+deth �atFttlrtl� i . OF OPENING UNDER FELT OR .'�114"x �" ?CS 1 ¢ nA'o.c• I -- I�ifZ df� tit(oP^°t) GRADE D FELT PAPER APPRON APPLIED ISTF cNlGtr VAF?? lFw%w LFL r I- i ( } �•ar�r_-�� I I �(hF� Feaa$ PtsAra �o�. 9" WIDE EONTINUOUS UNDER SILL PROVIDE I I ; K000a i_ OR W1hBUw OPfsN[NG I , (WINIX4 04,1 —� (WINiXTW tJNLY) 2X41 lus AT 16"[YC # # i. (wlNtM)wOtiLKj edt p — — - = it , E I 1 7} i `•t W1 T11 SIMj SOrz"" S4 iLd Wi tl l , r .l) 10dXI F, NAILS SiNAF L"ACEI STUD 1i7 A t4 "" WIIII SIMPS)N•'LSTA2A Wl INNAIL-0 UDL 2 X 12'.WOOD BEAM WITI t§" I'LY WOOD',SPACER GLIf6D A�D NA IL6D tvrTrr f u:I NArI�s n•t st' 0.c= ` +) - )Tt ',4 Tn wParl ttlP Ah+C Bc t S 4 Bt4=rrs4D I LiL L i,f;b1(Ptlt 2 X 4 `KpOU SI�t11A4 ', HEAt)M STMS 2 X 4 "A'DGO STUDS 'SIVAP'EACHS'r'UD TckS}ilT7'f A.£ PLATE WIVI "SINIMON' SPI14 Wm €tOp-rOd ri'All.5 it r.T.2 X 4 WOOD ROY•I6hr (iJ, VI.r' W rX;EAN"rr7RS XIN A'v 1- lhnrrn ly"^ITN 1'"`r "X L^'S" - 1 Ah^DkiPW5 BACEI SIDE' OF OP�.NWCil j BEAD OF SEALANT Y4" FROM EDGE ° y�FidtL! F4N4�rt.i C't. �,xEaC OF OPENING UNDERFELT t ! (�� flaws x tott lo..-cuilcns<-rrI•LtaoarFcxJnr+f Ps.t 4./•,/ S:1G'• :-� - - '. ! "a.;a . t.. `;r l: p: •'':.. 1'? .,.i : : ...` - [/9 a'i•, " SyY( hl`r.Sr W 4t.),. �e�s�li,:!1�. T ER DETAIL 2X Fi�IJ�J , At.l Wv �t4Tk: B'WALL CI#"ALAR USEUSE6 SYtIDS ANtU Sf H6 t .,:� . ` � �..- $. uJll3bQt•;.i aOFr�lt•Jz,�i -, I ' u P.r: Ix Z Flee-lklt1 WINDOW OPENING WATERPROOFING DKTAII nts.:, ,�°`� �tE4J. Lai R.?LI<„ - . NOTE: APPROVED PEEL AND STICK MAY BE USED IN LiEU OF GRADE D FELT. rao Qre = EiJ(NL1 i ` € 4•• li kR�tl G 9R ti' r TZ�n I(tlsr� ti t11 40ili u c/cie e.y}� rr+ A l rl 11j1� lI I44. I{ l $6p 5i i�j67ut f a1.Iul4Q�Eakl Z td wb'� ttb �csIE61JL�°11VtO�Iriit Tf �E FLAW FoR.e4t5Ja'rPFG�r j�j •` �`-�'',,!'[��,`,�r*y /j�� q � IJ 1 4 ?;, I!: f •� \.,,. r°c Apfo" 4Jo'Y £. -Ie- 1=! �� �f1 f + i; I - F'',At,„&..-`-ga L T. \__"—� tz QasC IL 6DN'flt.ltiAlJ4a !.-t?n6L-. t,, :itlil� Il � au Fr LLh t1+i �I� i 4�0 • .F�j',3L�C.' I N a .il I� a �(` bEs(AIL ktl �r aeda gaar' LtrFJG.F#t i4, Cr (�L> S rU Y l=xGkAf�I : (Y3- YI O Z6 I rFEi I y. ; , A S r;,alre: w J -O48 ° CJrf* r I- 1 I•WvIC r A .. W ALL . SHE jI. : ,�RI A� -t"4` bt!1••+yt*l. , .:: t CiltADE D FELT PAPER - U,3,C'`�. 'Sa. PA F-"*\is0l 4t'I r: .j � II�I �1 PROVIDE BEAD OF SEALANT 'A" (%sODtz f�bl'�/rOpJt..Fl4..LE••� E. I.Ps (.(it='f'• Iil l �Ijitl FROM EDGE OF OPENING UNDER FELT - 1':� APPLY FELT TO EXTERIOR OF Mi4. f{Ook W-- a mill OPENING AND FOLD FELT OVER JAMBS �•� s. C.,,GOr'IF1 ,.1' F F. vt 14I - ." &kwc ;? : I "+ I I;I ���t,�aDm6 i•sF �aliEl4•'i'Id {h!L! r DOOR OPEXi�€l6d�? NING 4.IAIL•s� Wj �� �R^�'isr"bi&,13�4-YD4L•. � - Pf-t8 1:�.. "iDtl,,: P "IJe%IIFIEEF�'Gwlat3� Ii2d f`, I 1 fil ' �i Gj-• I;..�jt1. s V•%i .•t6�%pr filAl, l •f �'!.-ItrrL'�' I j:'I'� p �I IilE'ifi •�.. f• hIFS P�0 =1J✓ 131")Pn�• 04'eJ-�A.Gee•�iitrG�.4m'Fl�'b EJL� } :A Fl�'/1�1 brzlr I IvAC " f!1,3j l 11I IV,1 1 { "'' U NIT,- I , II ; �I Iii,. 1. • 13 Ius 1- rG 4 aror 4wO Piz M 'Lu ialyu(ii— Z x& ��P'�'r"I € Z't )C tf'�1' A�'�. t<`^I j2j•� ` '.0- b r_11AI1. 0 To ;;r REVIEWED ED FO co _jj 'sgp(p w 1 W) t4 Ait , v1v_At , 2. X (4 'FOP %-lA m DE C 'MPL,IA ) V , siu sa -rope, ry a r r 114 i s i �TRIJc.T � y a9 ou -r _.iE o .l.lA%ZIVW('jI$ if Ii'^• I f �•a l,l1 � .. , ..'�x.Go .h�rr`Z" I7� b+rl- �:�Pa'P .�_ -• � � � " �• �i4/ � 1 -, • 5 . ! .. .I. � /"I I' n d R [?K�&. 2' x la '3rt177'ri A , �. _ f e �m. N ttp jE �" "1"a r tA.aF�ot� w) Iz Errs _...s.__..- y.?I try two .aM tL a� f? I r, q 4• I Y. �' WATERPRDOFINGDETALL ms... APPR PEEL AND STICK MAY BE USED IN MU OF GRADE D FELT. • _ L� I rgrz-EIJ,;r:rFL�Ok- f �4�r FI'rLP�� Per) �1 y f O �`14r" Yri11'•l,�t r rzuJ ,r eJ L✓c ._ i G �`bf b l%. i'4f M }'P7 a ^ U k Ib11:ifl%€lly� . ry'ielCasoa t'ardR� 4f Pt C.t>tJRii"ia12�� - t2e I2oWS Qxx1%\4€l d'Be+.stF�a�l,dal. W�#GIk __ .--•—_ a r I- 0 &"ca! W-F 'Pam s, to NO 0 F �� L� �i (,n �R G W 1 f ! iJ 5,,, IIZa Gorlti 31�aPA� IIJ��,�aoQE4j�Jc• T+!lnFr fi(<U`✓ lF-Gq I I� �r • I FIVI��-b c.�u. &f AlA-1>ave s�Y -a'Izt�Sco, Lu P j6ti _'`,iH /`-'�^LD Al EtiiEtrlq otz-1I!✓ 0—TIE ".. ". lEr- P' in...ReitL L `::a'.-.�.:'"', 4:"brZ Ar7rl'L '�4 + r. �DfGF jI QL,Qtt %nP) a... lEb7 F-_i LISP SA NtF Izak F! -FaiL I11�H1-�f4csl<i ua r ?�`c me F4 c FI tJ - Zc'CKtl� __ �,.... ...�_. .,_:.. • _........_ I Y.•f. 1> - �.j 1`'I'- �.��c+tz,�re,: inl�I=).z.:; � , A ,,,,,:� -, y �• (•rye I I�t. 1�I 1I,f 1(a"o0 P.T. I 1IX6" HANDRAIL P.T. 2"X4" TOP RAIL a II�s I4 -s " a CAST IRON PICKETS LESS THAN 4" CLEAR. BETWEEN t� 6c dGt rt ✓ WisFI . ! A F ss�F I r P.T.2"X4"BOTTOM RAH,`` r CU529,�(srrellS {' Y.T. 4 X4 a� 6 -0iD.C. W! (2)-1/ THRU BOLTS (/(�/ ;��fT q ,t' �*l},,• _, (•><t^1j2��(>�,tc. �teltXh eaha't°+c'r yp3 . h 4' "'. / Tli:..�•' V',A,+A; - Y.SD.h'�SaT7:iP,iiSR.I�GNf�?LBfEivi'u'JCi! ' : I Its' �_ - � -- {: s % �111 - 11 6 `'"'I V 6 'r I s. !Il�li'!• s,l-1EEl rlUHii[i? _ / v N t•Ie, f .,. m'..,. 11 11t '! Ei4, • ` 480 FLA rC7P_ irgel00 PAUL WEL, CH INC. .•. 11A.�H--(S�.tl% �L. PI.�tJ rQ� ^k•r�d��; M,ECHfltlj/CtIC. ELEC7-RlC,4L C/(1IL ,E"IVG/NEF_f�ING ' p 17i / 4n' f965� .Bil-TMORZ Sj SU/FF_ # r r4: I RAILING LL 1e#`P�... l�FfONE (77 F' RT6T. LUC/E, FL4984 ��.L-�. �a�il"i G E ��.r-�& IL NTS... . ° } _-- _ _ _ 1786'-9888.E-ATAIL PYITLC",,,, �ApL.CDM (K —_ FAUl- PVEL CIA F' E: F'LA RCG NO. 199,els ' TucCo CEM14EN-'i rlh91s1J1 CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #I). .A �1 CORROSION RESIs rANT FL.ASI-IIN - •\ PER WATERPROOFING NOTE J/2 APPLf PERIMETER SEALANT CAUL9 BETYVCEN BUCK Sr, WINDOW r"RAMI1 (SLE-WATERPROOFING MOTE 115) Illi_EII CELL AP JAI:4B ETLOCii (TY"P)' :- Ix.3 r',T.:WOO[) 11R0t•IG ALL (3)_SIDES CON 1114UOUS I . -- WOOD -TRIM WOOD BUCK WITH SEALAI4T PER WATERPROOFING NOTE §4 AND ANCHORED TO K4ASONRY'rER MICK ATTACHMENT NOTE: - SEC WKIERPROOFII'NG NOTE iJ5 ANCHOR boop :JAlvo IIEADCR TO MASONRY IIA S iRICT ACCORDANCE WITH MMUFACIURG'S F'RC: DUi�1 APPROVAL: IIJS rALI_ATION REQUIREMENTS_ _ JEFi[C?R DOO fi f UGI�� -f AMIL - _ ---- -- -- sC✓ILR: IV- r,S; �(2} 5'I14 I7UL.1_l GROUTID (.I=LI_S ADJACENT l0'GARAGE.DOOR tOPENIN(' AS SI-IOWIJ .. - t�,ai r aiT(yd �•C,- f ,*ae..l" 4s•-•' .r?i-rtoot '\ 24 I5: r Srr' ( ) WO06 JnIIU I A51UJu) v,,i 'I, r5 1' (S.S_ 304) 1111.=iI KWIK F1011 3 EXPANSION ANCHOR (OR COUAL} w/ 2" S.fUARF WASI IER ! PACFI) ns l (i" O.C: MAXI STEEL 1RA,,1. DPACI'C I S TO r E FA S 11 11E.1: I O WOOD 2xh ElOCK W/ PER 0ArIAGE DOOR.. h4AR1lJF GTUREIt'S SPECIFICATIONS (()R AS r•ICIF_1) Cf[LOW} OIIGi:>LZ14 k7L1+O1S11_i10 T'_T_(dLl(1S' 7 11101 DOOR: (7) 3iu° x 1-1 " 1_(J14G CORNOSIOII RESISTAIJT HEX HEAD LAC SCREWS SPACED PER MANUFACTURERS l!•45 rAl-I_n1lLil;l 1FISIRUCI'IONS. STUCCO CEMENT FINISH i - FII_LEU CEI L /VI'f JAlvil BLOCIF ('fYP) Ch4U Wl�fER RES1S'TAr4T COATING 1 (SEE WA`rERPROOFING NOTE, i Q CORROSION RESIS-I ANT FLASHING ^: PfR WATERPROOrIrIC NOTE, //2. a '4 I a q' _-r 1>:3 P,T. WoOLi1 riRRING AI_I_ (3) SIDES CONTINUOUS` APPLY` PE SEALANT CAULK -� - SEE WALR PROOFING NOTE. . 6 BETWE-6 BlJ ilE & WINDOW .FRAME �? (SEE WATERPROgHIM NOTE 1/5) 1' I WOOD BUCK WITH SEALAHF PER , �T WAiLRI'ROOI`II.1G NOl-E #4 ANL) AIICIIORED Tb_ \ Mn OI•iRf T'EI BUCK ATTACHMENT NOTE. ANC I ION WIND W FRAME TO I•AASONRY IN simur WINDOW FRAME SHOULD BE CUMPLGTLY SF ATLb AC +;QI?DANCF `Wlll I MANUFPCTURP' PRODUCT Old TI-iE BUck. IN I'10 INSTANCE SIIAI_L 111E API INi.IyAL IN IALLA11011 REQUIREME1,11S_ FRAME OVERHANG THE -BUCK, " �VtffNDow HEA0ER AND gAt4y�. IHUCK ETAiL_ . ...... Liu]r� 'WINDOW AFdD :DOUR FENUSTRATIOIAS. SHALL BE 114 ACCORDANCE Mini rM1,4A /.'. AMA '200-9. CONTRACTOR" UBMT FMIIA M20-9.STANDAR5 WI-11-I UBMI'51IALG rvSFTitL BUCKS:; • FOR .WINDOWS, SOD, AND SWING DOORS USE 2X4, 2X6;, 2X13, IXr;, ly(T, OUQLE "IX6„OR DOUBLE iMl IS ACCEPTABLE. ALL. BUCKS MUST BE PRESSURE TREATED. - ALL BUCKS MUS"r COVER ENTIRE DEPII-I 017.11-IE o001�/WII'lIiOW .LAMA: 77 4' slucdo CEMEII I i IryL;ll — FILLED CELL AT JANjO ULOCK (TYP) CM WATER hESISIANI COMING-- (SEE WATER)'ROUFIrIG IJOTE p.) ° . ^•_ lx3 P.'T. WOOD FIRR,NG ALL. (3) SiDHS CONTIIIUOUS - z WOOD 'I RIM . - 1'.!': WOOD RUCK WI III SEALANT PERi WATERPROOFING 'APPLY PERIkE1ER SrALANI CAULIz- - � NO"IE 1I4 AFID AIdCIiOREDA0 MASOHI?,r PER BUCI: BE -1 BUCK_& WINDOW FRAME: AITACINMET1,101E. (SEE WATERPROOFING NOTE SEE WATERPROOi1111: 1407E 1/6 ( ORROSI0II I,CSISTAFjI FLASI IIIdG ' PER WATrRPROOFING IJOiE J2. r 11 ANCI1013 DOOR JAMB AND HEADER lU 2x BUCKS III STRICT ACCORDANCE WI1H MANLIFA,CS PRODUCT AF"I"kOV'AL" II I5I P:LLA`11(51d IIEGiI-iiRLIvIEN't;;. �C 1C�INC LA ID001:1 13OCK.bETAIL.. SCA6h: PL r.S• COT N-IwII.IOUS-FOAki INTERIOR •All! --•r'AST%_j•IERS AS REQUIRED BY WINDOW MANUEAC'TURER AND WA IEll. SEAT -ANT PER �� r WATERPI1OOFIN6 NOT E #G —= [:ORR05101d RELrISTANT I-LASIIIIIG DER WATFP-ROOFIh1G �J .MARBLE -SILL � _p �% IJOII` 1 , $—CAULK:SEAM fiT WINDOW iNST'AI_LAII011 (SEE WAI"ERPROOFING NOV ¢-5) , CMU WA jER RESISTAhI'I'' COA'tIIJC GROt1T (SEE WATERPROOFING 1401E #1) • ;�•:I SET. SILL 11'I FULL MORTAR BFU )z DRYWALL \ S1UCC0 OR DECO17AIIVE CEMEi'•I-11116US COATII•aG -'i4"' FURRT149 T"O MASONRY WALL PRECAST ("olICRETE Wlldo RESISTANT R.LISII ` SILL. AS MANUFAC flJRERo BY CAST-CRETE 7�.. (OR EQUAL.) FtI CAST C IUC RCi"C VII�i(yI�CUW • (L^l.�_��T IL -- SCALE: i' ,T,S. )IT)WTE-11P8- 00FiNG NOTES- 1 PRIOR TO BUCI( INSTALLA1101J TREAT 'THE MASONRY, OPEPIiIJG Wi-111 A CMU WATER RESIS'rA.iJ i f'OA-r1t•IG TO. SEAL ITIE .WNDOW % DOOR CAVITY TO PREVE:N1 1-1 F-k 'M ABSORBIiJG W' ER. '-RiE cmu WATER_ RESiSIAN'> COATIIIG .SIIALI, 13E APPLIL'D IN ACCORDANCE WIIII THE ldAId1)FACIURE:Id S RECOMMti4Dn 110Id5. IIIE .APPILICATi(M OF 1}IE CMU WATER RESIIAN't COATING SI-IALL" INCLUDE 1HE EN-IIRF SURROUND OP 11-IE OPENING (SILLS,'JAMBS, HEAD) ARID RETURN WALLS OF THE Oruili,IG f3" MINIMUM LA01 DIRECTION, ALL CMU PATER RE515TANT COMINGS-SHALJ_ BE INSTALLED PRIOR :10 DIJ(_I( IIIS"TALI-AlIO11S. 2 INSTALL_ DUCKS S1i0'iHA'T IIIERE ARE 140 EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASO'WRY. 'PRIOR TO BUCK INST'AI_I_A110iJ APPLY '3/0" NOM1NAL DIAMETEII uEAD .OF SEALANT BFTWE04- 111E BUCI( AND IIIE MASONRY_ 10 PRFVEII.1TEAS PASSAGE OF LIQUID BEHIND 111E DUCK. COMPLEIELY SEAL TIIE ENTIRE ENU OF TITS' WOOD BUA {.`-; WITH SEALANT 'To RESTRICT 'II IE PASSAGE 017 LIQUID 11 IRUl)Gl-I THE ENDS -AND 111E ENTIRE EXiERION FACE AND REiURN SURFACE OF TINE BUNK SHALL BE (:OATE6 Wllil A IJCaUID APPLIED W/1TER. RESISTIVE COA'I1NG / SEALANT. 4PROVIDE PAID FLASHING? Al' SILL Or Wli•II)OW AND DOOR OPENINGS FAN FLASHING SIiALLBE SEALED OR SLOPED IN' A MANNER TO DIPUT WA'IL"R TO II il_' SURFACE OF TI II LXIERIOR WATER RESIsnVL BARRIER FOR SUBSEQUENT..DRAINAGF. INCORPORAIF PAN 1-LASHING. AT HEAD AND SILL AS WELL. PAN FLASHING SHALL. BE C ORROSIOId i3ESISIAI4T' (OP1'IONAL 1JUT REQUIIIED iF I'ILIv1 #I-3 I1-451"ALLE[L), 5- PROVIDE' CONTINUOUS 3/8" BEAT) OR SEAI_AI-1-1 OM, WINDOW DOOR FRAMES AT A ' .AND BALK SURI=ACE PRIOR -I(-)WIf4DOW / DOOR IWS_IALLA'1I I1L ALL i UZIIdEfE.h ON FRONT r nr1ER WINDOW/..DOOR IN` IALLA11ON PROVIDE FOAM SEALANT OETWELII 'flTF BUCK OR PRE: a T'' 1TIE WILIDOW / DOOR" l O Ia•ISURE A WATCI? RESi "'IS FAN I II•ITERI011 AIR ( C/ S DILL) A140 . S SEAT. AROUND -TILE ENTIRE PE-RIME'iFR. • WR I' X DUCKS--F rhA I i_. J'0 QMU WALL .YY If I 1 1,!2" LONG CASE I1AR6FNED COIL NAILS AT 4" P`ROlw4 Gldl)S AND T2" O.L'•: Olt 3/16" X 11/2"•71APCONS AT 47 FROM ENDS AND 12" O.C_. OR I/;" X I -'I/2' TAPCONS AT 4." FROM' ENDS AND 12" O.C. L91�Lj4j�' A (,Ii_1U CMU WA Ili: 2 `1/4 L0140 CASE FIARDEIIIEU COIL F44-S Al*4" FROlv1 GRIDS AND 12" O.C., OR. . 3/16" X 2 1/4" IAPCONS' AT 4" 1=RO1j ENDS AND j2".O.C- OI'I 1/4" X 2 1/4': VOCOMS AT 4" FROM ENDS AI40 12" 0.C. r"oR,. ool sE• 1 x Bi L(S-A IAclt . Fl Z T c(-U.i.? _LQ_Qtylu.,LL wLLiL 1 '1/2' LONG CASE I1ARUridED COIL 14AILS AT 4" FROM ENDS AND 124 O_C: OR 3/16" Y.;I 1/2" TAPCONS_ AT 4" FRONT ENDS AND 12" O.C: 1/4" Y, 1 1/2" TAPGON S AT 4" FROM ENDS AND 12" O-C. ATTACH SECOND LOURS To CMU WALL THRU FIR5 r COURSE YWTI i' 2 I/,1" LONG CASE I jARD `I U- U.J v REVIEWED FOR �LLJ � 00 o ro CODE COMPLIANC C1 F- o ST. LUCIE COUN B® CC I� "A Z O U Q cc to ® V) z g� 4rf zu LLJ ,J LC? FILE C P� F IEUUIL F1AILs nl :4 rRof'i ENDS Ar4U 12 D.C. I�1IL1L9 C1 i ING. °1��"°�°'° OR [S"'EETNUIeIBFIf E 3/16' X Z 7/4 TAP" COI4S AT 4 FROM ENDS AND 12" O.C.. h11;(:Ii41d1CAL ELECTRICAL `.GIYILF-INIGIhIR)~R1TiC OR 19EK S.W. I3ILTMOnC ST. S(1rF1 f 1 '1,4 I/.1" X 2 I/4' 1APCOIJ^,-AI 4" EROM ENDS AND-12' O.C_ PORT SAINTLUC►F_,1 LSgggc( PHONE_J EMAIL, C772T 7135 9sst3 -P-VVj I_CHINCCa)AOL:raana PAUL WELCH P-E: FL,. REG. NO.299$5 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES. UPLIFT ID UPLIFTOESIGN - Al 1ST 2123 - (2)­HLTA20 2500 12}-16d 2ND 5270 (2}FM 9400 (36}5D51/4"X3"&(2) 1/2"X 5"THEN HD 1253 (11-HEfA20 1810 (8)-16d r15 CONT. 100#PLF (1)­HETA20 I T 1 STRAP ATEACH END ANDAT24"O.C. FGS 2NO 1900 (2}MIS 16 20D0. (14)41)d X11/2" FG8 CONT. 100#PLF (1)-HETA 20 1810 (9)10d X 11/2" - T - 1 STRAP ATEACH END AND AT24"O.C, K3 EACH 1631 (2l, MT516 2000 - (14E10d X 111211 L1 EACH 1611 (1)­HETA 20 1810 (Bj-16d - N2 EACH 2485 (21-HTS20 2900 (20)-I0d. 7 ^ r5 arA aoo o -to �6'rt%If- JACKS 1ST <500 HETA 20 1 1810 {9)-10dx 11/2" - VERIFY 2ND <500 1 NAILED PER TC I I- VALLEYS CONT. 100#PLF ( )-MT516 1000 1114E10d X11/2" 1 L STRAP AT EACH ENDAND AT24"D.C. ALLOTHERSATCBS BEARING LESS THAN 1800# EACH: - <18004 (1}HETA20 1810 (9)-10d X 1112- ATCBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 10D0# EACH: <1000# (1}MTS 16 1000 (14)-10d X 11/2" ATFRAMEBEARING TRUSS COMPANY nBBEns LAYOUTDATE 911512,0 CUT -SHEET DATE 20 NOTE ALLSTRAPPING TO BE SIMPSON STRONG- TIE AS SPECIFIED. 1 VALLEY TRUSSES MAY REATTACHED WITH SIMPSON VTCR W/(4}#9 So 21/2" TO SUPPORTING TRUSS AND (3)- #9 SD 11/2" TO VALLEY TRUSS IN LIEU OF MTSI6 ASSTATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" D.C. MAX. 2 USE SIMPSON EPDXYSTRONGTI£SYSTEMWITH 12- MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). 3 LI FGTR WITH(18)-SDS 1/4"X3"&(211(2"X5" TTTEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED 4 (1}HDU4 WITH(10)-SDS 1/4"X 21/2"&(1)­5/8"A.B.2 MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. TR SS 1) ALL ROOF TRUSSES TO BE DESIGNED SYTRUSS.COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3). CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,- ANDINSTALLINGTRUSSES. 4) TRUSS TOTRUSS CONNECTIONS 70 BE PROVIDED BY TRUSS COMPANY. - 5 SEETRUSS CONNECTOR SCH. FORTRUSS TO WALLCONNECTIONS, ' P i _ I 80 11'P 1 S°•_I 1'P�YP" Z�M��p_�C ZP—',3�R��`2,P 1 Z I YP I YV 3P YP T m ryF " m jz- i . - it aJel%s v:+i� I\ I ..- lw" 1`i a I I 6 � as. u 5 I 51 yak.—'ss�u�<`•�s>�a,,.qF ' GI 1 i M1t tM t r'9'n'v .ia�.-...s-.aw- ��T'^� a �. '(�' " : MT. I aTi^�w -`'^ ��Y"3, •Z�4�.Je 'i, �Fi T�`.21TT LaH f y II. y -.... l ]Ls^P'. kg q b ... A ee :.......,.,,...r.;:..., I -_ c• I I 1 •�.— .�_ .=,c:.-.. a. .- 1H 5 ( b I l Trb�a 'e -1 1.0 -1.4 WA%L- E i ; mod, t-r papd € Mi � � q t T_ U SIMPSON MTS 16 WjW10d NAILS PER CONNECTOR SCHEDULE •SPA ZP 1'B" '. M1 'f,wv'1':"i�'?e :"9b'.,?^:vA i'' 1 .____ -_ .... -.. - u F 1/2" DRYWALL (CEILINGS & WALLS) IV ALL PROVIDE (2) 2x)2" YP HEADER ((CEILINGS & W/ FLIICH PLATE CLUED & NAILED DOUBLE 2x4 10PPLA7E W/ tOd NAILS 0 8' O.C. STAGGERED ° BOTH SIDES 0 DOOR OPENINGS 20 STUDS 0 16" O.C.-SN4 - : TOP & BUTT EACH STUD LINTEL SCHEDULE 1/4"x3" TAPCONS 0 12' O.C. W/ (6) - IOd TO BLOCKWALL OR 1/2"x5 1/2" " REDHEADS 0 24' O.C. :• .. ''. : LINTEL LENGTH/TYPE SAFE APPLIED SAFE APPLIED. COMPOSHE No. LAD ORAv[TR UPLIFT UPLIFT BEAM R-11 INSULATION v. .. - LOAD r F LOAD LOAD LOAD ,c MEL \ 1,/ MoiTOM PLATE PROVIDE SIMPSON SP 4 0 W/ 1/2"0 x 12" A.B. 0 TOM & BOTTOM PLATES 0 24" O.C. OR 5/8" 0 x 6" 1 fP O.C. W/6-10d NAILS REDHEADS 0 24" O.C. W/ HURRICANE WASHERS 14 -p. :fir. ,b.�-- s ..•-o-.'� e.'Q'•: .'. '... er aw.r...-la-1 -. 1 r • V e e p 00 I 00 . _ FlAORpENDDETAIL : NOTE: WHEN LINT'FI�IS. IN VARIOUS LOCATIONS, WORST CASE LOADINO. ISSHOWN - " O NOTE: PROVIDE "CASTCRF.TF" PRE-CAS"I' CONCRa- LfNTEL AS.NOTED ON PLANS - I bG ,® FOR ry -` 9EVV� b 1 V � IP.1 i .0.H - LF, s �ILl v L-I 3'-6" 42" U-LINTELS 8054 eJ 00 5591 LSD 8F24 OB-iT ' L-2 4'-0" 48" U-LINTELS 8974 500 4853 O 81724 1B-IT L-3 5'-4" 64"U-LINTELS 7342 1Z00 3607 39 1 8F241B-1T 1A 5'-10" 70" U-LINTELS 6036 IW777 3295 8F24 LB -IT L-5 7'-6" 90"U-LINTELS: 5681 TSiVl 2571 (o 8M4IB-1T L-6 1P-4" 136"U-LINTELS 2423 103 s 1272 (w 8F24IB-1T L-7 17'-4" 208"PRESTRESSED 1609 51,2 637 %65, SF24IB-1T L-8 5'-4" 64" U-LINTELS 5365 ash 2290 14SS I $F16 IBAT L-9 1 1I'-4" 136"U-LINTELS 1366 Soo 795 250 1 8F16IB-1T L-10 15'4" 184"PRESTRESSED 1250 r500 485 2<6 817161B-IT L-11 13'-4" 16011U-LINTELS 183$ b 962 f5lu 81`241B-1T L-12 7'-6" 90"U-LINTELS 1011 lcz o 727 `�jOU 81`6IB-1T Saint Lucie County Building Department Product Approval Submittal Affidavit Permit # I Building Address: SEE PLAN Contractor: TBD Opening Schedule : Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights OpeninglD FL#orNOA Product Model# Manufacturer Glass Attachment Method Type, Size, Spacing& Building Product # Description Embedment (DISTANCE FROM CORNER/ Design Design DISTANCE O.C.) Pressure Pressure HORIZONTAL 1/4" X 13/8" MIN. EMBED TAPCONS AT6"/12 FL-1844.3 HRWINOOW HR5510 PGT IMPACT SEEELEV'S +/-50 ROLLER 3/4"MAX O.C. 1/4" X 13/8" MIN. EMBED TAPCONS AT6"/12 FIXED WINDOW FL#243.5 FIXED PW 5520 PGT IMPACT SEEELEV'S +/-50 3/4" MAX O.C. 1/4" X 11/4" MIN. EMBED TAPCON @ 6" / FRENCH DOOR FL#7630.4 FR DOOR FIBERCLASSIC THERMATRU IMPACT SEE ELEV'S +/-50 14" O.C. 1/4" X 11/4" MIN. EMBED TAPCON @ 6" / SC DOOR FL#5891.4 SC DOOR FIBERCLASSIC THERMATRU N/A SEE ELEWS +/-67 17.2" O.C. (2 ROWS)1/4" X 11/4" MIN. EMBED TAPCON SGD FL#251.9 SGD SGD 5470 PGT NONIMPACi SEEELEV'S +/�0 @6"' 14"D.Ca PL# O.H.D 0540 5/16" X 15/8" MIN. EMBED LAG SCREW EACH 39.2/- I6FWX8'HOHD WAYNEDALTON N/A 5EEELEV'S 5587.34 BRACKET 43.7 Product Model # Manufacturer Attachment Method Type, Size, Building Product Spacing, Embedment & Stiffener etc. Design Design Pressure lPressure #10 x 1-1/7" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. Rof FL#17022.1 SV-26GA EXTREME METALFAB -66.7 -93.5 (*or sufficient length to meet requirements) @ 12" / 16" _ O.C. rricane Panels 9' 1p1PI, FL# STORM EASTERN METAL X 2" EMBED ELCO PANELMATES OR anorless O.OSALUM. N/A 11/4" SEEELEV'S +/-50 11964.1 PANELS SUPPLY TAPCONS @ 2" % 5" O.0 have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number:29945 (ST. LUCIE CC)UN ,AA C'V CL -. -BOCCs t) I- Q^ } z 4 1 `I LU N (0 FILE C Py ) 'r�r.��Paa',�uaa�ra�rua�c�.t-rm , . SIiEBT NUHBi]2 �F JJ i��q��-C /�'++ INC. �AUL.JY lY S::iL.F..��IA.Y 9.�, ME'Ci-1ANICAL ELECT-1lr I v!4 :"1VG11VCF fjVG _ = X9Ff4S.YtrBIL7MORESTS'UITIS-#I1i. y� PORTST LUCIE", FL 34,984 y PHONE'772)785-988'9 FMAIL E9_TLLCH1A(CC�gOL-CO/(g 'PA UL W-ELCH, P. E. 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