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�C,c coU St. Lucie County 'I� Product Review Affidavit Building and Zoning Department 2300 Virginia Avenue St Lucie County, Public Works Department .; �!. Fort Pierce, FL 34982 Y FCC�RIG� • Code Compliance Division �OR1�P 772-462-1553 The following products will be installed in the structure located at Lol S OAK ►fit Building, Perulit # _ Design Certification for Wind Load Compliance Owners Narne- Rvew.yAloa®tn.l Owner's Address This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any Contractor _ Contractor's Address accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building Product Product Rated Manufacturer Model Number Method permits. for further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name woo 1 N LS / N Office Use Only Street Address L07OA Permit Number 71 L Occupancy Type 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.) I. Horida Building Code 2004 Edition with 2006 revisions 2. Building Design is (check one) Enclosed Partially Enclosed Open Building 3. Building Height: `t/- 154. Wind Speed Used in Building Design: i 44) 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line !ll): 6. Average Wind Velocity Pressure on Exterior Faces of Structure t/P 544/0 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 1/ 524, (v PSF 8. Importance/Use Factor (obtain from Building Code): 1.0 9. Loads: Floor tL`50 a PSF Roof/dead -1 PSF Roof/live TO PSF' 10. Were Shear Walls Considered for Structure (check one): Yes )0' No if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes Y.No (if No, attaelt explanation) 12. Are Component and Cladding Detail Provided (check one): Yes )4 No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 7 Sore PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. PAUL WELCH P.E. 299415 Name: Certification #: Design Firm: PAUL WELCH INC. 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.) I. Horida Building Code 2004 Edition with 2006 revisions 2. Building Design is (check one) Enclosed Partially Enclosed Open Building 3. Building Height: `t/- 154. Wind Speed Used in Building Design: i 44) 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line !ll): 6. Average Wind Velocity Pressure on Exterior Faces of Structure t/P 544/0 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 1/ 524, (v PSF 8. Importance/Use Factor (obtain from Building Code): 1.0 9. Loads: Floor tL`50 a PSF Roof/dead -1 PSF Roof/live TO PSF' 10. Were Shear Walls Considered for Structure (check one): Yes )0' No if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes Y.No (if No, attaelt explanation) 12. Are Component and Cladding Detail Provided (check one): Yes )4 No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 7 Sore PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. PAUL WELCH P.E. 299415 Name: Certification #: Design Firm: PAUL WELCH INC. of Attachment i nave reviewed the above components and cladding, and have approved their use in the structure t provide adequate resistance to the wind loads and forces specified by current code provisions. r;lllle: _ AIJL WELCH P.E. 1-7 aigil 1 irin ��(pp PAUL WELCH INC. Celt. No. 7,6L � I . WOE COUNTY M IAIHt)bWI EMAF PL HWH MCi110N S1rc PWN APPROM FpOFORCCONST. �'f pemsRLLPRE OSsm LINTEL SCHEDULE LINTEL LENGTH /TYPE SAFE APPLIED .F3AFE APPLIED COMPUSITE - �rl 3 I (�I1#� NO, GRAVITY GRAVITY EIPLIFT UPLIFT BEAN ■•tFM. LOAD LOAD LOAD WY LOAD @VOCK L-1 2'-1 O." 34" U-LINTELS_ 61 13 ------ 4450 3947 3079 2104 22913 ---- --- BF16 O&iT L-2 3'-61, 42" U-LINTELS 51 63 ------ -------- _ BF 6 013-1 T L-3 4'-0" 4B" U-LINTELS 3820 10 -'1 BF16 013-1T L-4 4'-6" 54" U-LINTELS 6133 �Q_ SF16 113-1T L-5 5'-4" 64" U-LINTELS 5365 -'y'$ - a`[,l BFI6 18.1T L-6 5'-10" 70" U-LINTELS 4360 --------- 2003 -------- `- BF16 1E-1 T L-7 6'-6" 7B" U-LINTELS 3480 --------- 1800 ---------- EF16 1B•1T L-6 71-6" 90" U-LINTELS 2561 1 6:34 -l- BF1 ei 1 B-IT L-9 9'-4" 112" U-LINTELS 1643 1103 445BF16 15-1T L-1 ❑ 101-61, 1 20" U-LINTELS 1 533 --------- 914 12IP7 1 d16.. 835 797 9�T ---------- BF16 1 e-1T L-1 1 4' 0" 48" RECESSED 2693 --------- ----------- BFS 1 B-lT L-12 4' G" 54" RECESSED 21B9 -------- ----------- BFS 1B-1T L-1 3 5'-4" 64" RECESSED 1 663 --- - ----------- BFB 1 B-IT L-1 4 61-6" 78" RECESSED - - ---------- BFS 1 B-IT L-1 5 7'-6" 90" RECESSED -- ---------- 817E 1 B-IT L-1 fi 9'-4" 1 1 2" RECESSED ---- ---' ---- BFB 1 B-IT L-17 11 -4" 136" U-LINTELS --- 795 - ---- BF16 1B-1T . L-1 8 1 2 -0" 1 44" U-LINTELS K54 ---- 69`/ -- - -- BF1 6 16-1 T L-1 9 13'-4 " 1 60" U-LINTELS .- ------- 545 -- -- HF76 1 &1T L-2❑ 14`13" 1 68" U-LINTELS - -....4H6 ---- -----81`16 1B-1T L-21 9 4" 112" PRESTRESSED ------- 1471 ----------- SF20 18.1T L-22 15-4". 184" PRESTRESSED 1733 --..... —--------- OF20 1B-1T L-23 17 4" 208" PRESTRESSED 1326 5>3P .7. t� SF20 1B-1T L-24 19 4' 232" PRESTRESSED 1037 ---- 440 3—"+ 295 267 405 ---------- BF20 18,1T L-25 21 4' 256" PRESTRESSED 598 ---- ---------- BF16 1 B•7T L-26 22 ❑" 264" PRESTRESSED 550 ------ ---------- EF16 1BAT L-27 24'-0" 286" PRESTRESSED 450 --------- ----------- SF16 IB-1T L-2B 15'-4" 184" PRESTRESSED 1250 -------- --- --- SF16 18-1T L-29 17'-4" 208" PRESTRESSED 950 ...----- 404 -- BF16 IEPTT 19'-4" 232" PRESTRESSED 750 -- --- 347 -- ---- 8F16 18-IT L-30 -31 14'-B" 176" PRESTRESSED 137❑ -------- 519 -- ----- 8F16 18.1T NOTE: WHEN LINTEL 15 IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE-CA5T CONCREE LINTEL i A5 MOWED ON PLANS. /5 FE10 AMU JIUM AT - TOP UK (1) 110 TYPE DESIGNATION I-1/2• a = = F = FILLED WITH GROUT / U = UNFILLED / S = SOLID - - rQUANTITY OF 15 FIELD ADDED REBAR AT BOTTOM OF LINTEL CAVITY ° FlEI^ _-!'E - "u. 8F16-1 B/1 T z -2 °' "` LQUANTIIY - b /5 FIELD AD--_ AT NOMINAL WIDTH J OF 15 FIELD • • DA BOTTOM OF _- GNtt NOMINAL HEIGHT ADDED REBAR AT TOP BOTTOM REIh 4G 7-51W ACTUAL PROVIDED IN --. 8' NOWVJ WIDTH (SEE ROWORC� SCHEDULE) 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.1/235 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 • F3ED M JAZ (-tv R U &T Rcol-4 MAs LR E:EDR.roh't — a,cLCs J4ULTEL GLC� &'E L ex _. Do - o Geg1 F d !F - N z — - r— � -hi - s s A7P F�'H +t'L N ZopB . ZFbt _ 12 �I UI LLL' _ ^ I _ N s ( }! 3 0 (o aj , -4 - - a _ y rn - • PJI• O7.(7 _ nl N ,V -a - i _ NI I _ � •+��'j =,. � � . I ,I I� -K►rtcNErJ I J ,. I A — - _ $TN 1 r '"fin 7R WP b Q ^ N N CAI ki i l J C� 40 �EG C M =+ 3 , It • -- -- , it VAUL-r'eb c-L& HOWE - - I = _ S _ � • tl ii i 3�8 st: r�z T = Q t'" ¢ " AN 4 bJ l 1 Hi - III• •ill Ii -� � t1 _- i 4 � STEEL LL TABULATIONS 1600 S¢ FT = 420 SO FT TO -AL 2020 SO FT r--�_-___.I PR:eTEGTIaN I EV A 54:' 1 Pa�T IdCa AT'rle- ALC.. _ o trt book LJJW L-------� - �bNovJFk' U w d- I. Lii N rn L-23 A C ry $IGL�3 J' I I j J - l u p s — ° ,° — -- -----I _ FLUTMEIEK o oa 0 J 'v lll,l.l t ! tllllllllLl)1 - III L- L_4 -1'_4 'T 11 I �>," 51_ZN ��.$•, I 51,2,1 --._..__4-1 L.g L(DQE=L_ PAUL WELCH INC. • „ MECHANICAL • ELECTRICAL • CIVIL ENGINEERING 1 SHUT MURM t 1984 5W BILTMORE ST. SUITE #1 14 / PORT ST Lucie, FL 34984 r f) I OF i PHONE E-MAIL - FAX C[7 "try r009 1 (772)765-9558 PWELCHINC@AOL.COM (772)795-9933 , FM27 2PAUL WELCH, P.E., FL. REG. No. 29945 J \� I Product Review Affidavit St. Lucie County PUBLIC WORKS DEPARTMENT St Lucie County, Public Works Department CODE COMPLIANCE DIVISION 2300 Virginia Avenue F�0R�C)P � Code Compliance Division Fort Pierce, FL 34982 e a . 772 w2-tss3 The following products will be installed in the structure located at Lo, ! S o A K AIZ r ff k y Design Certification for Wind Load Compliance t ,k, Building Permit # This Certification must be completed by the project design architect or engineer. This Certification must Owners Name s+abiki 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. Pro'ect Name 001, -1'L., b..: .,, Permit Number AW Street Addreso T %1 jaIDGfL4 +i-. UcculancYLYPe construction T 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 boa.) 1. Florida Building Code 20 67 Edition with 20 o9_Supplements and ASCE 7f C 2. Building Design is: Enclosed: Partially Enclosed: _ Open Building: 3. Mean Roof Height: /- lr Roof Pitch: %: 12- Internal Pressure Coefficient: i 1 4. Width of End Zone: _Wind Speed: L I L) (3 see, gust) Importance Factor (ASCE 7- 0 5 - Table 6 I,0 5. Wind Exposure Classification: Adjustment Factor for Exposure & Height: I' -t Z4. 5 + 7-4,1F 6. Components & Cladding Wind Pressure on Roof Zone lag. o 2- c°a c, 3-100 , 6 PSF I'42,? P4Z,-7 7. Components & Cladding Wind Pressure on Wall Zone 4 - q �, a 5 — 5 7, 1 PSF 8. Components & Cladding Wind Pressure on Overhead Garage Door-3d ' b • ZSPSF 9. Loads: Floor Z 50c) PSF Roof/dead PSF Roof/live 2 D PSF 10. Shear Walls Considered for Structure? Yes No _ (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 explanation) I 13. Minimum Soil Bearing Pressure: 6100 Presumptive: By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. . L. Name: T ,bci� !!�Ji.�.` ! �°' Cert#:'� y / Product kProduct Rated l7esi r Pressures Manufacturer Model Number Method of Attachment Windows - .m - * lilt xr� the r tT wlnd des r pre U s lis e !!,aaftfaqurer ch pr listed Ist Choice � ip ^ �I� L PNW4&t4 7,50o,�(T?. `u/a® sEA� ��cttTA� 211d C1101Ce ur.np,., .,. I/Z" Vatit4 t=AT`'41 Fixed Glass -.-.,. - i tOA05-0324.o-7 Zl %•ti 1st Choice �. 2nd Choice Glass (other) Bull Glass N P Glass Block Sliding Glass Doors 1st Choice #77,"S$ —$l:`3 LAv./SQrJ SbD-OJRoo BONS V4'1 _\McN5yt1144E;Wee p 1104G 2nd Choice o,.......:,hk, Swing Type Doors N a q �1 0(o _ 69 11 m oi( 1st Choice iGGr7�^7ofL13VsJhl $E2 0,9 7ja6QuE 3 /i"7�+P0ou0 e d'6Kr9EL1 2nd Choice Overhead Garage Doors NOR vV 0? - /O i 5_r 0 Is[ Choice + Lv p 4 lQo i? 'L ECTIo% L s�b'`r/ r LRG-g 2nd Choice r,wvn<.m., o NE Per mAclevr Roofing Material IvUA t 016 - 6 22-1 , 04' Asphalt/Fiberglass 'It.70 Mf"1{ Cte.,AVQtt,' C-T 2U I` (LOOFIN(; NArGS 4 P t W= T'At3 Nlel-al--- (�LhcL Shutters rvoAto ^OS/7m0/,, Choice -4 016 A$`1E12h1 OrbyO 6AL)V I/4" x 1' 2" EMS�D -tG`s -�ik`)L Q rLL N 1 C % I ;nave reviewed the above components and cladding, and have approved their use in the structure to DesignFirm: provide adequate resistance to the wind loads and forces specified by current code provisions. - PAUL WELCH P.E. !�)CsiE,rl1 Firm PAUL WELCH INC. Cert. No.. ' herein are Classified in accordance with FBC Table 1504.1.2 to ASTM D6381, LINTEL SCHEDULE 5.3.1 All shingles noted \ Class H and FBC Tables 1507.2,10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, are acceptable for us in all wind zones up to 150 mph SAFE APPLIED SAF9 APPLIED. COMPOSITE Class H, indicating the shingles LINTEL LENGTH/TYPE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM ,- ' LOAD LOAD LOAD W/ LOAD BEAM BLOCK Uffl" L-1❑ L711 L-12 L-1 3 L-14 L-15 L-16 L-17 . L-1 8 L-19 L- 0 L-21 L-22 L-23 L-.24 L-25 L-26 L-27 L-2B L-29 L•30 L-31 34" U-LINTELS 42' U-LINTELS 4B' U-LINTELS 54" U-LINTELS 64' U-LINTELS ❑" 70" U-LINTELS 7B" U-LINTELS 90" U-LINTELS 1 1 2" U-LINTELS 1D'-6" 120" U-LINTELS 4'-0- 4B- RECESSED 4'-6" 54" RECESSED 5'-4" 64" RECESSED 6'-6" 7B" RECESSED 7'-6" 90" RECESSED. 9'-4" 1 1 2 " RECESSED 11'-4" 136" U-LINTELS 1 2'-0" 1 44" U-LINTELS 13'-4" 160" U-LINTELS .- 114'-0" 168" U-LINTELS 9 4" 1 1 2" PRESTRESSED 1 5'-4" 1 84" PRESTRESSED. 17'-4" 200" PRESTRESSED 19'-4" 232" PRESTRESSED 21'-4" 256" PRESTRESSED 22'-0" -264" PRESTRESSED 24'-0" 2BB" PRESTRESSED 15'-4" i B4" PRESTRESSED 17'-4" 2013" PRESTRESSED 19'-4" 232 PRESTRESSED 14'-B" 1 75" PRESTRESSED 61 13 5163 3B2D3079 6133 53fi5 436❑ 34B❑ 2661 1 B43 1533 2693 2159 1663 1203 1011 752 1366 1 254 1075 1002 2564 1733 1326 1037 59B 550 450 125D 95❑ 750 1 37❑ )� �'3] -__-______ ---- ---1 ---- ----- -------- -------- --------- --------- --- - -- -------- --- ---- ----- ----- ----- -•.... -------- --••----- :________ ------- -----•- ` 445❑-----------B 3547 2724 229D BB❑6" 1534 1 133 914 1363 1207 101 6 B35 727 591 795 697 545 4B6 1471 626 520 446 30fi 295 267 455 404 347 519 _______6" -.- "�!6" - 1�. m21 ----'--- -' 7 --- -- - -- ---•'-- -'---- "-- ----"-'- --------- -------- •---•---- ---- ----' --- -- -- -- --- - - '4 --- -- -- -'- - -- --------'- __-_ - ---- --------•-- -------- --- --- --- ---- F 1 6- D B• 1 T10" BF16 DE-1T________. BF16 DFI0" aF16 1B-1T4" 61F16 1B-iT2093 SF1 6 1 B-1 T1 gF1 6 1 B-1T6" BF16 1S-1T4" BF1 6 1 B-1T B F 1 6 1 B:-1 T BFB 1B-IT BFB 1B-IT BFB 1 B-1T BFB 16-1T BFB IS-1T SF1 BF11 6 113-B-1T SF1 6 1 B-1 T 16-1T BF16 1B-IT 8F20 1 3- IT BF20 1 B-1T BF20 1 6-1T BF20 1EI-1T BF16 7:3-iT BF16 19-1T BF16 7F3-1T BF16 16.1T BF16 18=1T BF16 1 B-1T BF16 1 B-1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRECAST CONCREE LINTEL AS NOTED ON PLANS. ` 15t1GROUT FIELD AD RD REBAR AT TYPE DESIGNATION — CLEAR F = FILLED WITH GROUT / U = UNFILLED / S = SOLID FIELD PLACED C.M.U. QUANTITY OF 15 FIELD ADDED REBAR AT T BOTTOM OF UNTEL CAMTY 8F16-1B/1T ADDED REBAR AT NOMINAL WIDTH J J `QUANTITY OF j5 FIELD a • BOTTOM OF LINTEL GMTY NOMINAL HEIGHT ADDED REBAR AT TOP - BOTTOM REINFORCING 11 7-5/8- ACTUAL (SERE IDED IN NCESCHEDULE) B' NOMINAL WIDTH I? I &/s/09 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE WINDOW / DOOR SCHEDULE CONTRACTOR OF RECORD 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 8069 11 WINDOW S.H. 35 12 WINDOW S.H.3020 OBS/TEMP 13 WINDOW (2) S.H. 25 EGRESS I I TABULATIONS LIVING, 1600 SQ FT GARAGE 420 SQ FT TOTAL 2020 SQ FT R 7', 4' 31_ 4" I S' G 1-C� „ J '1 L to� _ fp°\'61,P:MM T_ 0 • _ W BA'Tp 12H d 2. S' LLB L4 :v � r NE,-r)-_ a N ro 6E:C>fzcOoM � ? THIS STRUCTUITR HAI OREN DESIGNED AND REVIEWED FOR COMPLIAN02 OF FBC 1606,1A FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION (Int.) IMPACT RESISTANCE GLAZING (Int.) 7'- 4" I T N (0 p,1 jA A -11 ep (-V &T \/AULTER GL62 -- 4f - l s � N L Z`�o 2F6 Ri = `1, sT% 1-H a I I — _ 1 ,V -N Krrc.PEN ,�((��1 5�•1eJm' 1 12'' p F - I-bf p 2• „ - I_ ' 0" Q.+. 4° VTR r N p l,.l►l l l a ly rQ • II • -- --- • Ii F. VAULTet> CL6 5 vry OA _ HOW -- I 7j°(og SC D)2 v — 11 a1 J FR SCANNED s 22• x 54' Foy I THESE PLANS AND ALL PROPOSED WORK, f ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT if - .MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. � I j• 'FILE � L•23 j PY �� �gF_s��E _ T I V i ST, LUCIE COUNTY _ 'O BUILDING. DIVISION II - REVIEWED — — — — — --I CLE4,T Ht*tER FOA C ANCE O � • REVIEWED DATE LANSPERMIT'— 1.:� MUST BE KEPT ON JOB OR 4. NO INSPECTION WILL BE MADE L-c} L- 4 I1F:I, V% Is LU U .__I Z IJ_ WLLJ U ® LLI St• ry Wcc q N LL ® p 0Ln FA-Iwl L WELCH INC. S HEET MECHANICAL * ELECTRICAL * CIVIL ENr31NEERING JUM (� `� 1 984 5W BILTMORE ST. SUITE # I 1 4 PORT ST Luc1E, FL. 34964 , OF .. fM IR 14 W, PHONE E-MAIL. VAX (772)765-95BB PWELCHINC(?&DL r,.M (7721785-9933 FM 2 7 2009 PAUI_ WELCH, P.E., FL. REG. No. 294345 EE t 4 43.S/- S&,% THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 12 lop] i 45,5/- fae,9 PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE #1 14 PORT ST L.uCIE, FL. 34984 a PHONE E-MAIL - FAX (772)785.9886 FWELCHIN13(%AOL90M (772)765-9933 FM 2 7 2009 PAw_ WELCH, P.E., FL. REG. Na. 29945 W u I z% LL W U ® _w W oCC LL Z� � Y ® 0 ® Lr) M ® 0 J FOUNDATION KEY S-1 4" THICK (2500 psi) CONC SLAB WITH FIBERMESH OVER VAPOR BARRIER OVER CLEAN COMPACTED CHEMICALLY TREATED SOIL F-1 16" X 16" (2500 psi) CONC MONOLITHIC FOOTING WITH (2) #5 BARS CONTINOUS OPTIONAL" I'z'Ix 12" G Ib ARAC9E STEP CNLL') F-2 8" X 8" (2500 psi) CONC MONOLITHIC FOOTING WITH (1) #5 BAR CONTINOUS SEE. W4LL SLG-j'IoIJ cure6'^1/ r3P0R GoNL"i A I, _TA Fj LZ f G� 4 GaARASaf S`t!<P OnILY '('�PIc�L IIJT�K-IMP `CEP bEfi�ll_CC��Ra.L,t i '7'--7 5 0 4" STEP S 6 D 1 I I ) I pI L i L` m TERMITE TREATMENT REQUIRED - 5-1 .O LQ 1 f 4" STEP I.__ tF-1 1 R✓ Z TERMITE TREATMENT HEM UIRED N � N 51. ZN O" 4" STEP — 8" CURB 1- 1 F 2 4" STEP L 1 � H S-1 YF bLoPE I: M HAS o TERMITE TREATMENT REQUIRED �— 8"CURB (TYPICAL @ _ F-1 ap I— O.1 e AND DRAIN LINE u out ooeR SNOW ER 4" STEP 1 _1 Q ITIIISEPIANSANDALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS MAY EOUIRED BY FIELD INSPECTORS THAT SE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. W V z W 0 W cc z 0 0 0 �1 PAUL WELCH INC. 3rTP MECHANICAL * ELECTRICAL t CIVIL ENGINEERING / 1984 5W BILTMORE ST - SUITE #1 14 PORT ST. LUCIE, FL 34984 PHONE E-MAIL FAX !.i I ry 2009 (772)785-9888 PWELCHINC@AOL.COM (772)785-9933 PAUL WELCH, P.E., FL REG. No. 29945 3 # 3/0 TFBJ in 21' C ELECT. SERVICE 3131G1#4,2"C 11Ep11 120/240V- 1 200 A MAIN BR. # 4 CU Grnd tied to bldg steel, cwp and driven grnd rod - ELECT. DIST.: NTS (6P-C1o+V 4L-1 ELECTRICAL LOAD CALC'S PER NEC 1600 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER 0 40% TOTAL A/C HEAT (a) 100% TOTAL 34480 240 = 143.6667 AMPS USE 200 AMP SERVICE L '5ft3/6thwn in 2" C UG Electrical Service i I 3 # 3/0, # 4, 2" C "Ep" 2/2OV M0A #4 cu grnd to bldg steel, cwp 6 driven ground -ELECT. DIST. NTS �pP rI a.J 3i2. `1 00 VA 30 3000 j lJIrJ(�LE POLE SW ITGN 1500 c�, f�3 _TI4 tl= �lA�( Sr.l1`tGlt 5000 $4 WAY �� ITC.1`1 12000 4500 �&- tau PL_EX Go I-J V EI I I I_JC. P_ coPTLS-1 1200 1200 -e- IZ.OV 5PECIb.1L_ f=LJIZ?O-bG OLJ-ILCj- 1200 ® 22OV OUTLE-T 1800 5000 ❑ rAtdP�o,I /LI&W -T 41200 VA LIC�UI 1 t 11CTLIIZL 10000 e-h4A U& I -I T N Ki LI R E 12480 FLOtJK. 1_1&1-I1 FIXTdrC ® E X H A1J5-r FAfJ 22480 Ii2SWITc14ED OLITLE'T 12000 V P VA P0P_ PROOF 34480 VA II 0 F.T agoLJOD FAUL-T P'IZ,O rsoj`ION N B.LITToI OBTEc^(a�/G�243�1,4 MoWoXIPr3 pp--r V,Tb(Z- 01 lh� ELECTRICAL NOTES EO -SMOKE DETECTORS TO BE IIOV W/ BATTERY BACKUP -ARC FAULT CIRCUIT -SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE I -PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING BEDR401 / SLEEPING AREAS PER FBC AND NEC REQUIREMENTS -EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT -USE 200A ELECTRICAL SERVICE - wil ' F. Il III. x •• - czj F$Q. I Il .I111 _ '�r11TCN 'ro _ _ � Dlsc Fio�l°RLtGNTS I I� IW J>t7`Tlc _ • � I = I I 200k PfJL— (� 2©CaA ME 1EIZ TyE'RIT LOCArtlotl .. ALL BEDROOM RECEPTACLES ARE REQUIRED' � TO BE AFCI PRG it W (2005) NEC . 1 I I l l l 11 fillI ®,' O p_)(_ l Pl is It r LOoD �LIVKrt (.jYPICN. c 1" s-1— F L /4 %4A U, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS T 1 A 00 6 E> LJ I ' b E � REQUIRED BY FIELD INSPECTORS THAT �-MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODRS. s PAUL WELCH INC. MECHANICAL • ELECTRICAL • CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE #1 14 I PORT ST Luc1E, FL 34984 y . JUN G 5 �i� ' PHONE FAX (7721785-9888 PWELOHIN 0AOL.00M (7721785-9933 FEB 2 7 2009 PAUL WELCH, P.E., FL. REG. No. 29945 ILLJ U z LLJ V) LLI cc z O St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenne ® Fort Pierce, FL 34982 ® a 772 462-M 1°s�r Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new 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 act Nam° OO l Street Addri 'T O Ac K.. >)12:. Peanit Number IKfLC L.. I Occu anc T Conetructiou T Certification Statement: j I certify that, to the best of my knowledge and belief, these plans and specificadons'bave 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 20Z Edition with 20 QC_Supplements and ASCE 7-' 6 2. Building Design is: Encloi Partially Enclosed: Open Building: 3. Mean Roof Height: /- 15'Roof Pitch: /o : 12 Internal. Pressure Coefficient: Q 1 1 4. Width of End Zone: I 1 Wind Speed: I LI (3 sec gust) Importance Factor (ASCE 7- 0 5 - Table 6 I, C7 5. Wind Exposure Classification: Adjustment Factor for Exposure & Height: 110 + H,r, .tg4• 7-4. OF 6. Components & Cladding Wind Pressure on Roof Zone 1 39.Do ,s PSF J �y2 � 7. Components & Cladding Wind Pressure on Wall Zone 4 - I te, 2 5 - -r4Z,'7 I PSF 8. Components & Cladding Wind Pressure on Overhead Garage Domr4! ' b -L�Z.S�PSF 9. Loads: Floor 2 500 PSF Roof/dead E-7 PSF Roof/live 'L o PSF 10. Shear Walls Considered for Structure? Yes No _ Cif No, attach explanation) 11. Continuous Load Path Provided? Yes _X No _ (if No, attach explanation) 12. Are Component and Cladding Details Provided? YesX �L No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 2 Gioo Presumptive! By Test: PSF l As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best' ofmyknowledge and belief. T q Name: Pm) L, LTV Eu. E IG•- Cert#: Design Firm: 1 tl L KLC{ �4 �5�09 LINTEL SCHEDULE i..* `•LJ Product Review Affidavit St Lucie County, public Works Department `(OR1a Code Compliance Division The following products will be installed in the structure located at Lk i S OAK [>R Building Permit # Owners Name Rmy- `+A/cobi ..,t Owner's Address Contractor. Contractor's Address Iyrocltrct *Product Rated Desi n Pressures Manufacturer Model Number Method of Attachment Windows * Fill in the rated hind design pressures.listed by the manufacturer for each product listed ., 131 Choice + -)p .-i h.2. - L A,Wq i am sAAtas - zm NEA 2nd Choice ,'., l:mltl.) Fixed Glass (4ci 05-6324,0-I .Ist Choice 211d Choice a.,„m Glass (other) Butt Glass N " Glass Block `Tiding Glass Doors Ist Choice t77,''24 -$(,3 LAv.1SaN! Slob -9600' e:olvs 14"TAI"sowgxil 4"GKtaF1i 2nd Choice ,f=rwl,:ee.) eRi Swing Type Doors I og t;.t• 6fa-6�ji1 +Old Ist Choice -1 i (,&,7!" Ifs �p ,1 .11a 1, 1;F, 761 �"!^R gel'e, w4fo,5- 3 /a^7apCou < a"t?NBE/J �p n /''1 ° Q , f• . 2nd Choice kiih,peub,.1 Overhead Garage Doors NOA vii 0? -10/ S ISLChOiCt (( '_wZ,p GL Pis l/a1ZY 'SCAT/ L 5//e"r/ "LA65.} 211d Choice prohreeeel.7 6ME- Pi aedCKi= Rooting Material MOA it bG - 612-1 1 p� - Asphalt/Fiberglass ISa Mt'Ik c,eelpii CT 10 ►" RooFlsfu Na1�S ra e� rAa naeL�tl c�# $`-1441 I OEher J liutters _ nr,o A +a d44 OV-7, 0/�) Choice 46�.0_-16 A$-1Et h� D,6;0C-d1cV I 1/4"III: l` ,1/2" el I ha1'e reviewed the above components and cladding, and have approved their use in the structure to provide adequate resistance to the wind loads and forces specified by current code provisions. PAUL WELCH P.E. i�lanie: _ PAUL WELCH INC. Design Finn_ Cert. No. 0 _ SAFE APPLIED SAFE APPLIED COMPOSITE LINTEL LENGTH / TYPE UPLIFT UPLIFT BEAM NO. GRAVITY GRAVITY LOAD LOAD LOAD W/ LOAD BEAM BLOCK L-1 - 2'1 0" 34" U-LINTELS fi 1 l 3 ._____.__ 446❑ ----------- SrI r3 08-.1T - 3547 -------- BF16 06-1T L-2 3 6" 42" U-LINTELS 5163 --------- 3079 2724 229❑ 2093 ,La.)1 �2 .I- BF16 0E1-1T BF16 1Li-IT SF1 6 1 B-1T SF'I 6 1 B-1T 4B" U-LINTELS 302❑ L-4 L-5 L-6 4 6" 54" 11-LINTELS 5'- 4 " 64" U-LINTELS 5' 1 ❑" 70" U-LINTELS 6133 5365 4360 ------ 1 BS❑ 1634 1133 914 1363 1207 1D16 835 727 591 795 545 486 1477 625 ------• - 415BF16 - -------- ---------- -- --- -- --- --------- --------' BF16 1B-1T BF16 1B�1T 18-1T BF1 6 i B-1T SFB 1B-1T SFS 1B-IT BFB 113-1T SF8 16-1T SFB 16-1.T BFS 1 B-IT SF1698-1T 6F16 18-1T SF16 1I3-IT BF16-1 E- I -T BF?,❑ 1B-1T B,-'2D 18-1T - BF20 1 S-1 T L-7 L-8 L-9 L-1 0 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-15 L-19 L-20 L-21 L-22 L-23 6'-6" 7B" U-LINTELS. 7' 6" 90" U-LINTELS 9'-4" 112". U-LINTELS I D'-6" 1 20" U-LINTELS 4'-0" 4B" RECESSED 4'-6" 54" RECESSED . 5-4" 64" RECESSED 1 78" RECESSED 7` 6" 90" RECESSED 9 -4.". 1 12" RECESSED 11 -4" 13fi" U-LINTELS 12'-0" 144" U-LINTELS 13'-4" 160" U-LINTELS y 14'-0". 16B" U-LINTELS 9'-4" 112" PRESTRESSED 15-4" 184" PRESTRESSED 1 7'-4" 20B" PRESTRESSED 34B❑ 2661 1B43 1 533 2693 21B9 1563 1.283 1011 752 1366 1254 7075 1002 2554 1733 1 326 ________ - 5 --------- ---=----- --------- -- ----- ---- ------ ------- - ------ -------- -- -- -- - ------- - 446 306 295 267 4S5 404 347 519 - -- ------ - ---------- ""--'.... -------- "---- --- - ------- SF20 16-1T BF16 18-.1T BF1 6 -1 S-1T _- Sr16 1E3-1T BF16 1B-1T SF15 1B'1T BF16 10-1T S F 1 6 IS -IT L-24 L-.25 L-26 L-27 L-28 L-29 L-30 L-31 19-4" 232" PRESTRESSED 21'-.4" 256" PRESTRESSED 22'-W 264" PRESTRESSED 24'-0". 288" PRESTRESSED 15`4" 184" PRESTRESSED 17'-4" 208" PRESTRESSED 19'-4" 232" PRESTRESSED 14'-B" 175" PRESTRESSED 1037 Ei9B 550 45U 1250 950 750 137❑ -------- ------- -- --- --------- -------- --------- -------- --------- NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING 13 SHOWN NOTE: PROVIDE "CASTCRETE•• PRECAST CONCREE LINTEL AS NOTED ON PLANS, 15 FIELD ADDED REBAR AT TOP MIN. (I) REO'D TYPE DESIGNATION 4. 1-1/2- CLEAR F = FILLED WITH GROUT / U = UNFILLED / S =. SOLID el HELD PI.:CED C.M.U. OANTITY OF 15 FIELD ADDED REBAR AT i BOTTOM OF LINTEL CAVITY z 8F16-1 B/1'f G"°"I n _ 15 FIELD ADDED REBAR AT NOMINAL WIDTH J J `QUANTITY OF 15 FIELD •. • BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT ADDED REBM AT TOP - ' BOTTOM REINFORCING 1-5/B- ACTUAL PROVIDED IN LINTEL B• NOMINAL WIDTH (SEE REINFORCING SCHEDULE) WINDOW / DOOR SCHEDULE MARK TYPE SIZE ADDITIONALLIFO. 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 II II11• - - ' i 11i'i!1 . I I11 1•, R TABULATIONS LIVING 1600 S¢ FT I'_ 4" GARAGE 420 SO FT TOTAL 2020 SO FT 13 L-b a LGd - vAUL-Ti C_U:3 g'e-L{n S e Slow aR�6Fr1 9.99�� �� R ' L-- ZvL k&s _ J41 3� W IC_ i5 _r • / ,• � 11 DO a Kt 1elltJ C lu w 4 �p w P � m YTR N GIIJI�h ` ° ° VAUt:Teb LLta y / -,1A 4�91 STEEL . 22 x 54" Post A-r-rIc. Ali I - 0 ti boo I i •I - - - - - --! - FLELT HVEK �s N I Itl -• 11L <`!Lll llll!IPI: III O ■ .I THESEPLANSAND ALL PROPOSED WORK ! ARE SUBJECT TO ANY. CORRECTIONS 1 REQUIRED BY FIELD INSPECTORS THAT APR 14, 200, MAY BE.NECESSARY ^IN ORDER TO I COMPLY WITH ALL APPLICABLE CODES, PAUL WELCH INC. MECHANICAL r ELECTRICAL * CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE #114 / PORT ST Lucia, FL. 34984 r N { PHONE E-MAIL. FAX (772)785-9669 PWELCHINQI DAOti (7721785-9933 F 2 7 2000 PAUL WELCH, P.E., FL. REG. No. 29945 iw 'U Z W 0 W cc 0 ET MU599EA l GENERAL NOTES: L CONSTRUCTIONSHALL FOLLOW"FLORIDA BUILDING CODE"ASADOPT'ED BY THE COUNTYAND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITHALL APPLICABLE AUENDMENTS. i 2. THY CONTIUCTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL RERIFFALL DIMENSIONS, CONDITIONS A TJOB SITE, PLANS SPECIFICATION, ETC. 3. .4u WRITTEN DIMENSIONS ON THESE DRAWD✓GS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4, STRUCT URA6 FEATURMOOT DETAI4ED ON THESE PLANS WILL BE ADDRESSED BY THE i ENGINEER AS CONSTRUCTIONPROGRESSES. i l STRUCTURAL NOTES: 1. DESIGNLOADSINACCORDANCEWITH F&C. drl W1 $0 09 'E�V'.S1P/Jc: 1l 2. SOIL BEARING C I PAC177: 2500 PSF 1 ALL STRUCTURAL CONCRETE SHALL 11AVE A A:ONIAIVU COMPRESSIVE STERNGTH OF .4 3000 PSI AT 28 DAYS.'' 4. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE }. STRENGHTHAT 28 DAYS. SEE PLANS FOR SIZES & STEEL REQUIREMENTS. J. XONIMUMCONCRETE PROTECTION FOR REINFORCING BARS., I FOOTINGS: 3 " BEAAIS' I Y " 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIWA&TERS &YCEPT'AS NOTED. GRADE 60 S7'EELmIximuMIN BEAMS AND COLUAQVS . 7. ALL LUAMER IN CONTACT W/ CONCRETE OR A14SONRYSHALLL BE PRESSURE TREATED. 8. SPLIT77NGORCRACKWOOFSIR UCTURALCOAPONENTSDUE ToBVSTALLATIONOF r HARDWARE IS NOT PERAITT7WD• 9. UNLKTSOTHERWISE NOTED, THE INSTALLATION OFSPECIFIED HARDIVARESR. ILL CONFORM TO THE AfANUFACTURI;RS INSTRUCTIONS AND STANDARD PRACTICE. 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO 777E NUMBER OF PLIES OF 7HE BEARING MEMBER WHEN THE BEARING AlEMBER IS R) OR MORE PLIES UNLESS NOTED. /L ROOI SHEATHWGTOBENAHfiD, PER taE"tAAL 12. UNLESS OTHER WISE NOTED FOR EXTERIOR WALLS, EXTERIOR PL1'WOODSHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH IOd OR BETTER NAILS 6" O.C. EDGES, AND 8" O.C. FIELD, OR SCRE WED WITH DRYWALL SCREWS 1.5 INCHES LONG AND 0.131 DIA. 13. LINTELSSHALLHAITUlhi M4"BEARING EXCEPT RECESSED LWTFLSSIIALLIMVE8" BEARING. 14. PROVIDE k5 CORNER BARS W/ 30"WN. LAP SPLICE FOR BOND BEAM, ,15, 'EQUIPI.D Y41 t3R.IP PAVJ Ti' A"ew ulJS GARAGES AND CARPORTS R309.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be per= 4 mitted. Other openings between the garage and residence shall p I5 0 be equipped with solid wood doors not less than 1'/E inches (31 4 mm) in thickness, solid or honeycomb core steel doors not less than I% inches (35 mm) thick, or 20-minute fire -rated doors, R309.1.1 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel or other approved material and shall have no openings into the garage. R309.2 Separation required. The garage shall be separated from the residence and its attic area by not less than'/2 inch (12.7 mm) gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than '/H inch (15.9 nun) Type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by r not less than '/Z inch.(12.7 mm) gypsum board or equivalent. R309.3 Floor surface. Garage floor surfaces shall be of ap= proved noncombustible material. 0 0 0 or o 2"x 6" or 2x 8" BUCK W/111V x 2 W TAPCON'S ®12" O.C. U O 2" x 8" or2"x 8" BUCK (TYt) "9 r " SP BUCK w/'A"X5Y." REDHEADS w/ MIN. 2" the x 1(8" / WASHER(TYPICAL) GARAGE DOOR BUCK DETAIL WtiH IsA1E PREC OMVI CM -M 4- Ix P.T. RMDOIVDUCK '- - AL78RNAtBDUCir 1"x 6""r7'x8' P.T. IP/ 3/16"M S.I 8"ADA: EMBED 4"/1]" 0., W #IO SCAKD2 PDR P/A. YI PROPIDEl r "CASEIIAADNA2 f"FROMENDAND6"ec uTAPCPN PER PRODUCTAPPROVAL -I VTXCO FINISI1 Pff" NED 70 -� - 11'IND0IVFRAA(E ONEXTERIOR _! fpalrr3w peCONC FOR ^" AIUCANE EL A7TAC(f OTE:T.C'W'r0BEINS7ALI.EDTTIRUBUCK AVS'ONRY W/M7N. I V"EWiEDMENPPERPIA PER FBC1707A4.2 BUCKS MUST COVER ENTIRE, DEPTHOF✓AMBS WINDOWBUCK DETAIL RODE EDGE U V U U (U U RIDGE O (U � U U U f w U j A9r (D U V U ROO:_S1-IBATH114G 9A1WN_Q_ZQ-M 1. NAILS @=6" O.C. PER & 6" O,C. FIELD 2. NAILS @ 6" O.C. PER & 6" O.C. PIELD 3. NAILS @ 4" O.C. PER & 6" U,C, FIELD NOTE:. USE SO RING SHANK NAILS FOR ROOF SHEATHING ATTACHMENT PER FRC-803.2.3.1 ASPHALT SHINGLES SHALL COMPLY W/ ASTM D 225 OR ASTM D 3462, AND SHALL HAVE FACTORY APPLIED SELF SFAL STRIPS OR BE IrITERLOCKING ON UNDERLAYMENT FELT COMPLYING W/ ASTM D 226, TYPE I OR ASTM D 4869, TYPE 1. P.TBWK WAta BUCK2'x 6,W V x 1' w/ / 10 SCAE ry8 PDR P/A WE Ix P.TB= 0�2 PE I K "CASEBdMONAM IMENDAAVS;o xrTAPCPA 70DI/CTAPPRVAL 9N/' o 1y01'E:T.CS'Tt'JBEINSTALLEDTTiRUB(%c'KINTOAIASONRY . IV/A4N. I y,"EWEDME.NTPERPIA PER FBCI707.4.4.2 BUCKS MUST COVER ENTIRE DEPTH OF MOOS 140iZ BUCI )ELLL_ ✓ 1� 41gP"D11'�tilc v_.APv`IDIN6 "hl 11 y2-' FZooFA74Co MAIL @ lic�"O. dJFK Z`f-VAIL %%-PC* WRAP OVER IS/+}2" Gt;,x rurwaoc. w/ 84 N41LSQ 4"�O.t• iaER 5b"O•t, Ft.b P -ft AC L TR A % F 6..P-A64WC*� �I � �JaL1-I .�F•-I D !� (-tUl•E. � � �ly (71�-rT ONS�FL'tT01-1 / b V N h U Ld-I 1 0I-j It.p.-TF_W%-4--- I 1•!i•,F 3ss/a"p MIraTi�L zaNN6F II6, C. T�-i•;L1.�:sc..-3 -I-. DL��C: V,LBr.LL B4r.Fi S'I VIE IIIzI,t 554" µ61AL KUPME 1g- drC TM"PCoUS av -tuT WAILS d. a.. (Or 10d is, 40+ w i� iflSf. +IosY t grAI'LI I" 01 VVA• 4L" r)fjA l l,. }I TS- r aFl�17 LD 0 L1 LLTI 0 io LON I _ r-x'l 5o rFrr I�,OAPb DRYWALL FASTENING DETAIL I<6 _ SCALE: NONE 65'71VUCTu:zpl PeTOF FIBW!?GL,M SHINGLES o11ER 90N FELT ON 14/g'L'CfJW PLYIVOOD SHETAHWO -",..E8NA1L1NGD&TAIL 12 --I SEE ELEV. 6" FIBERGLASS GATT �\ R-19 INSULATION -� 1/2" DRYWALL (WALLS.& CEILINGS) B%BXIB" BLOCK BEAM W (1) 058AR IN 3000pe1 CON^CREIE FILLED CELL B" PRECAST LINTELS W/ (1) 15 BAR FOR ALL 00011 & WINDOW OPENINGS & FILLEDW/ 3000 pal 'CONCRETE - FI-FOIL INSULATION ON P.T. N2 FIRRING 0 16" OR 24" D.C. WOOD OR VINYL BASE 4" CONCRETE (2500 pal MIN) SLAB W/ US 10/10 WWM OR FIBERMESH 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL PRE -ENO. WOOD TRUSSES 0 24" O.C. MAXIMUM SEE ROOF FRAMING PLAN CONNECTOR SCHEDULE 1111uNC STRAP PER SCHEDULE ,_.METAL FLASHING ALUMINUM FASCIA 2"XB" SUB FASCIA PLUMB CUT VENTED ALUM. SOFFIT BxBx1B" CONCREI, B' WALL HEIGHT ZV51CIFY) 15 REBAR & FILLED CELLS (SEE FLOOR PLAN) CONC. BLOCK W/ STUCCO FINISH 15 DOWEL W/ 30" MIN. LAP SPLICE FINISHED GRADE THESE PLANS ¢.�JECT AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT MAY L WITH ALL V IN ORDER TO LL� CCMPIV WITH ALL APPLICABLE CODES. 16" 16' DEEP x 16 MONOLITHIC FTG W/ (2) 15 BARS CONTINUOUS BLOCK WALL SECTION SCALE: 1/2' m 1'-0' PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING ! 1 984 SW BILTMORE ST. SUITE # 1 1 4 JUN Cs 5 H f � PORT ST LumE FL 34984 Af�.M�ry,$[ ,�y(6,x�6'� PHONE E-MAIL FAX r�• `• 1 4 �'+0. �2 pry q L0UJ 1tlt 17721785-9E19® PWELCHINC(O�.AOL.COM 177277B5-9933 F M r PAUL WELCH, P.E., FL.. REG. NO. 29945 1 t,t,o [ ,r,H r E CALCULATE VENTILATION CEILING (2.oZy S.F. 50 = _ —A` 4 S-F. REq UIRED VENTILATION I-.F. VENT. G@ 4" _ ((a (a ) S.F./2 - )S.F. AVAILABLE FOR CROSS VENTILATION S.F. J S.F. VENTILATION ❑K. TRUSS �"ONNECTOR SCHEDULE Truss ID Bearing Point Truss Actual Uplift Connector ID Connector U lift Desi Fastners Notes ot- t ►3�ta o'I- On! GN n ET4 to -IOdx 2`I AID -Alit IST $ft 116to CA - 0 vI12" I h sr B� E 20 I )-JOLA-Wlej o EACH bo 14 RMA 9 1 p y UT( " 0 I +I E. TA o ALL orllm EACH LESS THAN 1000# (1) HETA 20 1810 10-10d @ Cas BEARING POINTS LESSTHAN 1000# EACH LESS THAN 1000# (1) MTS 16. __.... __. 1000 14-1 Od @ FRAWE- BEAING POINTS P "uwPuuy__-LJ- 16vs1I GdK-r Layout Late 'G I Cat -sheet Date 2-/7-09 VOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM W/ 12" MIN. EMBEDMENT , Roof Layout: Scale: ///// = V-0' —13' W { h, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTOR6 THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL. APPLICABLE CODES. W V I zU W U W r 1 f -- W o� LU N n z ® p 0� 4� PAUL WELCH INC. SmmT MECHANICAL * ELECTRICAL * CIVIL ENGINEERINI. 1984 SW BILTMORE ST. SUITE #1 14 PORT ST LUCIE, FL. 34984 Il/10 OF JUN 2 20�3 PHONE E-MAIL FAX (772)705-98BB PWELCHINGCQ%A0L.00M (772)785-9933 FEB 2 7 2009 PAWL WELCH, P.E., FL. REG. NO. 29945 NO BACK GHFS) WITHOUT PRIO P. APPROVAL FROM A REPRE5FNTAT1Vr OF TJ TRUSS CORP" --47'S'-- Roof Layout: Scale: ///// = V-0" Not o SCale Use Approved Hurricane Clips 12 6 � CIO f _ 1'-6" Square Cut Overhang Typical WEnd C etail_ Scale: 3/4" =17 i MECH ELEPAUL ECCTL-CCIVIIL INC *114 PO PORT ST. LUUCIE, FTMORE L 34064 JUN 0 5 20E1J PAUL WELCH, P.E. FLA REG NO 29M . ABBREVIATIONS BLDR = BUILDER HGR = HANGER GDR= GIRDER CLG= CELING T.O.B = TOP OF BEARING HANGER LIST Symbol Name Qty "US *HUS26 9 HUS *HUS28 2 l/VALL._ LEGEND III I T.O.B. @ 8' I I THESE PLAN AND ALL PROPOSED WORK ARE SUSJEC TO ANY CORRECTIONS REQUIRED B FIELD INSPECTORS THAT MAY BE NECErSSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, %' I POIliOTES TJ TRU S PROVIDES STANDARD TRUSS TO TRUSS CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT BRACING REQUIREMENTS SEE SCSI 1-03 GUIDE BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WES COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE INSTALLED BY BUILDER. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRY WALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILTY TO RESOLVE THE PROBLEM. CUSTOMER RESPONSIBILTY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE: THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP STAFF AND IS PURELY TO BE USED AS AN INSTALALTION GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED BY THE TRUSS DESIGN ENGINEER. LOADING CRITERIA ROOF FLOOR TCLL: 20 PSF TOLL: 0 PSF TCDL: 7 PSF TCDL: 0 PSF BCLL: *10 PSF BOLL: 0 PSF BCDL: 10 PSF BCDL: 0 PSF * = NON -CONCURRENT TOTAL LOAD: 37 PSF TOTAL LOAD: 0 PSF DUR. FACTOR: 1.25 DUR. FACTOR:1.00 CODES: FBC2007 RES / ASCE 7-05 / TPI 1-02 WIND SPEED: 140 M.P.H. BUILDING EXPOSURE: B CATEGORY: RES II WIND TYPE: MWFRS & C&C W/ MWF Reactions REVISIONS: 1. 2. 3. 4. APPROVAL IS NEEDED () WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGI ITS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ❑ APPROVED -NO CHANGES ❑APPROVED AS NOTED ❑ REVISE AND RESUBMIT SIGNED [SATE DELIVERY DATE DELIVERY ADDRESS: TRUSS CORP. 2801 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 PH. (772) 466 - 3388 FAX (772) 466 - 9329 POLL. FREE (888) 326 - 3388 8NF8j�TJTNU9Y COM SPANNING THE DISTANCE - WITH PEAK PERFORMANCE MASTER # til4l1xYn CUSTOMER Newland Contracting JOB NAME Woodin Residence LOT/BLWSUBDIV Lot 5 Oak Drive. COUNTY Saint Lucie DATE: 17-Feb-09 DRAWN BY: DI!