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Home My WebLink AboutREVISIONi PRP St. Lucie County NT � Product Review Af �idavit a PUBLIC WORKS DEPART °`' St Lucie County, Public �WakS Department CODE COMPLIANCE DfWgi 2300 Virginia Avenue FLt Qp� Code ornplxance Division - - Fort Pierce, FL 34982 Y 772462-1553 The following Products will be installed in the structure located at Lo , S OAK. r�Q Design Certification for Wind Load CAmphance Bulldrn4'err�nt # 0 This Certification must be completed by the project design architect or engineer. This Certification must Owners Name 121L i4 "Afoa GI A.l Owner's Address be submitted in duplicate with all applications for building permits involving the construction of new Contractor Contractor's Address residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. P_mimt Name ;OM;3 _ Street Address T C) IL Pemnt Number - I1Cl`L4 L, occupancy Construction Type Certification Statement: I certify that, to the best of my knowledge and belief these plans and specifications'have been designed to comply with the applicable structural portion 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 wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. Florida Building Code 20� Edition with 20 og_Supplements and ASCE 7 G 2. Building Design is: Enclosed: Partially Enclosed: Open Building: 3. Mean Roof Height: .A I' Roof Pitch: b : 1 Z Internal Pressure Coefficient: w) 1 I 4. Width of End Zone: 'Wind Speed: I L I ti (3 sec. gust) Importance Factor (ASCE 7- 0 5 - Table 6 5. Wind Exposure Classification; Adjustment Factor for Exposure & Height: a tZ4.5 6. Components & Cladding Wind Pressure on Roof Zone 1 Zug o 2 -6a.o 3 00 5 PSF F 2.7 +4%.7 7. Components & Cladding Wind Pressure on Wail Zone 4 - + 2 5 — 57. 1 PSF 8. Components & Cladding Wind Pressure on Overhead Garage Door"433 ^ b-1-I2,.5PSF 9. Loads: Floor Soy PSF Roof/dead PSF Roof/live Z D PSF 10. Shear Walls Considered for Structure? Yes No T (if No, attach explanation) �\ 11. Continuous Load Path Provided? Yes X No _ (if No, attach explanation) 12. Are Component and Cladding Details Provided? Yes, No _(if No, attach CI<planati(n) 13. Minimum Soil Bearing Pressure: 2 �O Presumptive: By Test:— PSF j As witnessed by my seal, I hereby certify, that the information included with this cerd*ation is true and correct, to the best of my knowledge and belief. Name: 1- AU L �L�. PI Lam. Cert#: 2� 4 111 / Y'roiixxct `�Pxrodxlct Rated Design ;Pressures Manufacturer Model Number Method of Afkichment uldows * Fill in the 1-ate�_wind des# )t ressur s lis ?i f y ] e mgnuf�c(I _JoA eit\h pro ui t listed Isl c"holCL + l t7 ^^ L p wJ S bfJ 7$0 a//6' ia1404" r Q TA Af t35 `_- 2nd 1 " AW1.11 GLALf7 Fixed Glass -. _ NDAy o5-0324 /o_7 i1 1st Choice. 211 Chol p'uppLOWcI — Glass (other) Bun Glliss N Glass Block Sliding Glass Boors IS[Choice +77,`6 -$l23 LAWSerI 5[�D -9aoa eo•As I/411TrAI°�AAsx1 444809W up.G 2nd Choice rlwwr.,w.l Swing Type Doors IS[Choice iGb17�-io 'jitq••xIEN Sim 0 6PQVr /i�7aP�ou 1r 4•t dEO 2nd Choice Overhead Garage Doors NDAf/ Org—/O/SrO$ Choice + l( LA&.5 ftIs[ and Choice,Irvla.w., 6ME Per $WdckVt ing Material IIbA tt b6 ' m 22'j , c4 Ic�o t 1 I" lZooFll tt h1A1L5 I GtQ'tAliU�t:E� G� �f„0 �� r ti441 Asphalt/Fiberglass Metal Other Shutters 6 t> 1/4 A x 1 y2" F "bm c' S ., � ry6 �AS-tLl�t<-a prb3rGaeV xl, �,.c. Choice �k11L 1..)1c u,14 I N cL j ru,14 i 'o 1 helve reviewed the above components and cladding, and have approved their use in the structure to Design Firm: / provide adequate resistance to the wind loads and forces specified by current code provisions. N1IIle. PAUL WELCH P.E. tww ... •: ,,_;.,. PAUL WELCH INC. ` Design Fit -III PAUL No. — - I4v P l a E LINTEL SCHEDULE }1t 5.3.1 All shingles noted herein are Classified in accordance with FBC Table 1504. 2 \ Class H and FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class 7158, LINTEL LENGTH / TYPE SAFE APPLIED SAFE APPLIED COMPOSITE Class H, indicating the shingles are acceptable for us in all wind zones NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD'A'/ LOAD 6609 � i'• eLC9K L-1 2'-.10" 3'4" U-LINTELS 6113 --------- 44b0 --------- -- BF16.OB-1T L-2 3'-6" 42" U-LINTELS 5163 --------- - 3547 ---- ---- BF16 08-1T L-3 L-4 4'-0" - 4B" U-LINTELS 4'-6" 54" U-LINTELS 3B20 6133 3079 272-4 BF16 OB-IT SF16 1B-1T L-5 5'-4" 64" U-LINTELS 5365 _ 123 7 2290 81.1- BF16 1B-1T L-6 5'-10" 70" U-LINTELS 43613 ---- 2093 ---- ---- BF16 18-1T L-7 6'-6" 7B"Ll-LINTELS 34B❑ ----- 1 BBC -------- -- BF1 6 1 B-IT L-B 7'-6" 90" U-LINTELS 2661 1634 97E BF16 ISIT T L-9 9'-4" 112" U-LINTELS 1643 - 1133 445 BF16 1B-1T LIT 10'-6" 120" U-LINTELS 1533 -------- 914 --------- BF16 1B-IT L-11 4'-C" 4B" RECESSED 2593 -------- 1363 -- - BFB 1B-1T L-1 2 4'-5" 54" RECESSED 21 E39 -------- 1 207 ---- --- - 8FS 1 BIT L-13 5'-4" 64" RECESSED 1663 -------- 1015 ---------- 8FS 1B-1T L-14 6'-6" 7B" RECESSED 1283 -------- 235 ------ ---- BFB 1B-1T L-15 W-6" 90" RECESSED loll --------- 727 ---- ------ BFB 1B-1T III 16 9'-4" 112"-RECESSED 752 -------- 591 ---------- BFB 1B-1T L-17 11'-4" 136" U-LINTELS 1366 --------- 795 ---------- SF16 1-B-1T L-18 12' D" 144" U-LINTELS 1254 --------- 697 --- — --- ^--- SF16 IB-IT L-19 13'-4" 160" U-LINTELS ,.- 1075 --------- 545 --------- BF16 1. SIT L-20 14'-0" 168" U-LINTELS 1002 -------- 4B6 ---------- SF16 1B-11 L-21 9'-4" 112" PRESTRESSED 2564 --------- 1471 ----------- 8F20 IB-1T L-22 15'-4" 184" PRESTRESSED 1733 ---------- 626 _ --------- SF20 18-1T L-23 17'-4" 208" PRESTRESSED 1326 520 &-b BF20 1B-1T L-24 19'-4" 232" PRESTRESSED 1037 --------- 446 ---- ------ BF20 1SIT T L-25 21'-4" 256" PRESTRESSED 598 --------- 306 --------- BF16 1 B-IT L-26 22' 0" 264" PRESTRESSED 550 --------- 295 ------- SF16 1 B-IT L-27 24"0" 2BB" PRESTRESSED 450 --------- 267 1---------- SF16 1B-1T L-28 15'-4" 184" PRESTRESSED 1250 --------- 485 ----------- BF16 1B-1T L-29 17'-4" 208" PRESTRESSED 950 --------- 404 --------- BF15 1 B`1T L-30 19'-4" 232" PRESTRESSED 750 ------- - 347 ---------- BF16 1S-1T L-31 14'-8" 175" PRESTRESSED 1370 --------- 519 ---------- BF16 1B-iT NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRECAST CONCREE LINTEL AS NOTED ON PLANS. I 15 FIELD ADDED REW AT TOP MIN. (1) REO'D TYPE DESIGNATION 1-1/2' CLEAR = FILLED WITH GROUT / U = UNFILLED / S = SOLID i FF r QUANTITY OF /5 FIELD ADDED REBAR AT I BOTTOM OF LINTEL CAV11Y `c FIELD PLACED C.M.U. 8F16-1 B/1T " _ ` ` `ROUT N � LOUANTITY 15 FIELD ADDED REBAR AT NOMINAL WIDTH OF 15 FIELD • ' BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT J ADDED REBAR AT TOP �- BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 9' NOMINAL. WIDTH (SEE REINFORCING SCHEDULE) Al WINDOW / DOOR SCHEDULE MARK TYPE SIZE ADDITIONAL INFO. 1 S.C. DOOR 3068 MEANS OF EGRESS WHEN SHUTTERED 2 WINDOW S.H.25 3 O.H.D. 16'X 7' 4 WINDOW S.H.24 5 WINDOW S.H.24 6 S.C. DOOR 2868 EGRESS 7 WINDOW S.H. 1/2 35 8 WINDOW S.H. 1/2 35 9 SGD 6068 EGRESS 10 SGD 8068 11 WINDOW S.H. 35 12 WINDOW S.H.3020 OBS/TEMP 13 WINDOW (2) S.H. 25 EGRESS TABULATIONS LIVING 1600 SQ FT GARAGE 420 SQ FT TOTAL 2020 SQ FT i Iflitll'• . ?{it II •�li-flis_ • �Eb� c l-'1 o2 %1'GLC� 40 1L1:0a r1'-01, �4e 31-Zu Y • ° 31•F E541" (2M 2 12 _Iin tit $1 L Lh - �• 61 • n4p 131_ tin _ S S' L LL'1 • • 1I 13 L f3 4" fN Q> Ludle Irn9VIN, m M (%A -11 Aim sics-1- e R W 1 S Y r L-3 l VE-V ,r VdIC j 7/7 lot IZANL�sC120 3 J I 1 yy �� i 7J I- Z u d Ut d ! `l- _ U gl.Ito u ! - 12'• n _ , TA.: car. 71 &✓ •' (1 • -- --- • 1(• VALII-TEt> GLa 4' W NOW —_ 0 11 l • _rQ 4'0 STEE L Y i ?V,1 54•" Dos r l COd D C DTi 1019 ST. LI (I UCIE NTY B ( - ST. L ED FOR CO CE _ REVIEW DATE MUST HE KEPT ON Jo I " 3 PLANS 1 OR NO IN PEC ION WILL BE MADE, L-23 �la2Af3 E. -- FILE COPY _�-- ' --------I YO ° � • 1 Ill •, • I i. 1 l rrl a lit book eapow r k — vj r -u 1 T MEtER Q mpy UJ UJ Z LL U LU tl�l■ � LJLJN O m N l� Z i 0� 00 PAUL WELCH IN0.TPd1WlR MECHANICAL * ELECTRICAL * CIVIL ENGINEERIN@ , 1984 5W BILTMORE ST. SUITE # 1 1 4 PORT ST Lucie, FL. 34984 ;, r) I OF PHONE E-MAIL. FAX / (772)7QS-9555 PW9LrHINC0)AOL,anpl T77217S S-9933 PAUL_ WELCH, P.E., FL. REG. No. 29945 �//