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RC-14-1300Miami Shores Village BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 JUL 0 9 2014 / FBC 2016 Master Permit No.L/ — /30<3 Sub Permit No. ❑ BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [—]CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: /,� /^ ;A City: Miami Shores County: Miami Dade Zip: »/ 2'0 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): Address: /6 C)'- A)9 �V S City "*' (7", r Construction Type: Flood Zone BFE: FFE: hone#: 7,1 ,a(Q-2o State: Ez Zip: 33'1" Tenant/Lessee Name: Phone#: Email: �c//� w/ /P�cL^� r',:�rv,//l.('o�� CONTRACTOR: Company Name: a Ci-/Vf A I&I jPv) Phone#: Address City: Qualifier Name: Zip: Phone#: State Certification or Registration #: �] L Certificate of Competency #: DESIGNER: Architect/Engineer: / l If / e 0 C AC) Phone#: 3 07-r 7 of ( /�d Address: � l!� � �o /�/�� / City: "� ` �`i��` %'�' State: Zip: Value of Work for this Permit: $ f.✓c I��l� �a es9/�M"r�Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �R 9 /vevl/ ✓ ' Svecifv color of color thru tile: cxr , 'r Submittal Fee $ Permit Fee $ , CCF $ CO/CC $ Scanning Fee $ © Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ it'n 00 Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap r d a reinspect'fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged/before me this day of �! �J2/`#by who is pe no�omrwho has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this_ day of 20 __, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Int: Print: My Commiss n�0$:ate of Florida My Commission Expires: ciano FF 082753 01 ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Royal Truss Site Information: Project Customer: K. LUND Royal Truss Manufacturing 9550 NW 79th Ave, Suite #5 Hialeah, Garden, FL 33016 Tel: (305) 822-0020 Fax: (305) 822-0029 y-13c2' Site Address: 1001 NE 96 ST. BY: MIAMI FL. Zip: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010ITP12007 Design Program: 7.35 May 18 2012 Roof Load: 45.0 psf Floor Load: N/A Wind Code: Wind Speed: 175 mph This package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings. With my sealaffixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# . Seal# 1 07/02/14 CJ6 A0014675 2 07/02/14 GR1 A0014676 3 07/02/14 J1 A0014677 4 07/02/14 J3 A0014678 5 07/02/14 J5 A0014679 6 07/02/14 S1 A0014680 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Royal Truss Manufacturing, Hialeah Gardens, FL. R NOTE: The seal on these drawings indicate acceptance of= professional engineering responsibilty for the truss components shown. Olga V. Cordero, P-E. 3tnzttral 6grnw, PE. No. SOW -X0 W 3%h fw4m Mlad, FI 3356 Ph (3m9) 20-36W 0 Psi, (US) 262-3616 JUL" 0-2. 01 Page 1 of 1 Engineers Name v Date Job Truss Truss Type Qty Ply A0014675i 6-9-14 CJ6 ROOF TRUSS 4 i _ \1 Job Reference (optional) Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:47 2014 Page 1 ID:anXk8uKEcoEjlnGV72E6LUz21 NW-c3TVwHvPPNunvP09lAwtKEYnfz6dK?eCEM7RQ3z02PQ -1-2-14 , 4-0-8 6-9-14 , 1-2-14 4-0-8 2-9-6 3x4 11 4 3x4 = Scale = 1:16.3 Camber = 1/8 in 4-0-8 4-0-8 6-9-14 , 2-9-6 Plate Offsets (X,Y): [4:0-2-4,0-1-8],[8:0-1-7,0-1-41 _ LOADING (psf) SPACING 2-0-0 I CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 I TC 0.55 Vert(LL) 0.18 2-8 >427 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.25 2-8 >299 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 25 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS (lb/size) 2=295/0-10-0 (min. 0-1-8), 4=233/Mechanical, 7=128/Mechanical Max Horz 2=203(LC 8) Max Up1ift2=-234(LC 7), 4=-282(LC 8), 7=-29(LC 7) Max Grav2=346(LC 2), 4=274(LC 2), 7=141(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Open, GCpi=0.00; C-C Exterior(2) -1-34 to 1-8-12, Interior(1) 1-8-12 to 6-1176; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4j Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide metal plate or equivalent at bearing(s) 4 to support reaction shown. Olga V. Cordero, P.E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wii istaid ig 2 4 Ib uplift StrA t49,Nkww, PE No. 58F�EC! 282 lb uplift at joint 4 and 29 lb uplift at joint 7. _ =0 9W 3%h Terr4m MOO, F1 3355: 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in thE analysWand des@h 61f 92Ws3W a Pax (305) 262-3616 9) Gap between inside of top chord bearing and first diagonal or vertical web shall no 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). JUL U 2 2014 (�0AbL0AjS QF9ftAdand Jab -- Truss Truss Type - —� Qty Ply___ --- 6-9-14 CJ6 ROOF TRUSS 4 1 AOU Job Reference (optional) r<oyai i russ 1-ompany, uorar, I-L, tawara uavis t.6ou s may its zuiz Mr i eK maus>nes, inc. vvea sw uz i raa:4t zu 14 ID:anXk8uKEcoEjlr.G'd72E6LUz21 NW-c3TVwHvPPNunvP091AVAKEYnfz6dK?eCEM7RQ3z02r':. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-9= 5 Trapezoidal Loads (plf) Vert: 9=0(F=38, B=38)-to-4=-125(F=-25, B=-25), 4=-80(F=-25, B=•-25)-to-5=-85(F=-28, B=-28), 2=-2(F=9, B=9)-to-6=-35(F=-7, B=-7) Olga V. Cordero, P.E. 3tneGrel Eigkww, PP. No. SOW 3 1220 91U 39th faraos MAW,Fl 33M 'I F6 (3M) 2b2-%W - Fjx. (305) 2b2-381i JUL p .2 2014 (Job Truss Truss Type Qty Ply 6-9-14 GR1 ROOF TRUSS 2 A0014676 Job Reference (optional) j Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:48 2014 Page 1 ID:anXk8uKEcoEjlnGV72E6LUz21 NW-4G1t7dw1AhOeXZbLrtR6tS5_gNSj3RXMTOs_yVzO2PF r0-10-q 5-0-0 _ 7-7-0 , 12-7-0 13-5-81 0-10-8 5-0-0 2-7-0 5-0-0 0-10-8' Scale = 1:24.6 Camber= 1/8 in 4x8 = 44 = 4.00 12 3x4 = 3x4 = 2.00 F12 5-3-0 , 7-4-0 , 12-7-0 5-3-0 1 2-1-0 5-3-0 Plate Offsets (X Y): [3:0-5-4 0-2-0] [8:0-2-0 0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) 0.16. 7-8 >894 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.26 7-8 >552 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.13 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 93 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. REACTIONS (lb/size) 2=1005/0-7-0 (min. 0-1-8), 5=1010/0-7-0 (min. 0-1-8) Max Uplift2=-726(LC 7), 5=-729(LC 7) Max Grav2=1168(LC 2), 5=1173(LC 2) . FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4126/2336, 3-4=-3995/2355, 4-5=-4168/2354 BOT CHORD 2-8=-2076/3851, 7-8=-2175/4082, 5-7=-2093/3891 WEBS 3-8=-522/1104, 3-7=-284/112, 4-7=-498/1058 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL- CDi : q/.. Cordero, P. E. Open, GCpi=0.00; C-C Corner(3)-0-11-1 to 2-0-15, Exterior(2) 2-0-15 to 13-6-1; in r .60 plat elDgk►es, PE No. SSW DOL=1.60 'MO M 39th ?arram M", F! 331* . 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live load 8) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. BuildinUigDd 2014 Cogsti%hfl\fifjhcity of bearing surface. Truss Truss Type Qty Ply F69-14 A00146761 GR1 ROOF TRUSS 2 Job Reference (optional) Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:48 2014 Page 2 ID:anXk8uKEcoEjlnGV72E6LUz21 N W-4G1 t7dw1 AhOeXZbLrtR6tS5_gNSj3RXMTOs_yVzO2PP. NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 lb uplift at joint 2 and 729 lb uplift at joint 5. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 220 lb up at 7-5-4, and 321 lb down and 220 lb up at 5-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-75, 3-4=-119(F=-44), 4-6=-75, 2-8=-20, 7-8=-32(F=-12), 5-7=-20 Concentrated Loads (lb) Vert: 8=,277(F) 7=-277(F) Olga V. Cordero, P.E. Suucttrel Nkww, Pf. No. SOW 1220 SW 3%h TarT eca Mao, Fl 33�i5 Ph Oft 262.3W 9 Wxu (3105) 262-3616 JUL 0 2 2014 Jcb 6-9-14 Truss J1 Truss Type ROOF TRUSS Qty Ply 8 1 A0014fi77 Job Reference (optional) Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:48 2014 Page 1 ID:anXkSuKEcoEjlnGV72E6LUz21 N W-4G 1 t7dw 1 AhOeXZbLrtR6tS52tNbl3SQMTOs_yVz02PP -0-10-8 1-0-0 0-10-8 1-0-0 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) -0.00 2 >999 240 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD REACTIONS (lb/size) 2=196/0-7-0 (min. 0-1-8), 3=-53/Mechanical Max Horz2=72(LC 7) Max Upl.ift2=-226(LC 7), 3=-64(LC 2) Max Grav2=236(LC 2), 3=68(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:4.4 PLATES GRIP Weight: 3 lb FT = 0% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Open, GCpi=0.00; C-C Corner(3); Lumber DOL=1.60 plate grip DOL=1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 64 lb uplift at joint 3. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �' Olga V. Cordero, P.E. C km m Slrudwal Fr kaff, Pf. No. Sam ff a -lVV 91111 3%h T07406 Mla N, F! 3355 . �► F% (305) 262.361I')ID , F4* (305) 262-3616 JUL 0 -2 2014 Job Truss Truss Type Qty Ply I' 6-9-14 J3 ROOF TRUSS 8 1 A0014678 Job Reference (optional) Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:48 2014 Page 1 ID:anXk8uKEcoEjlnGV72E6LUz21 N W-4G 1 t7dw1 AhOeXZbLrtR6tS52wNaz3SQMTOs_yVz02PP -0-10-8 , 3-0-0 0-10-8 3-0-0 Scale: 1.5=V 0 rn m 0 i 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2010ITP12007 CSI TC 0.13 BC 0.08 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01. Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 240 2-4 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2x4 SP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=66/Mechanical, 2=229/0-7-0 (min. 0-1-8), 4=26/Mechanical Max Horz2=135(LC 7) Max Uplift3=-94(LC 7), 2=-178(LC 7) Max Grav3=79(LC 2), 2=270(LC 2), 4=51(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Open, GCpi=0.00; C-C Exterior(2)-0-11-1 to 2-0-15, Interior(1) 2-0-15 to 2-8-0; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula: Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wit 178 lb uplift at joint 2. Iga V. Cordero, P_ E. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in th ana sus anal sign.a &gkow, PE No. SMW Inc 911113* ferraox now, Fl 33150 . LOAD CASE(S) Standard tI PYr 19m911b1.36� r Fitxs f3®512b4-3blb JUL 1 0.2 2014 Job Truss Truss Type Qty Ply A0014-379� 6-9-14 J5 ROOF TRUSS 6 11 Job Reference (optional)J Royal Truss Company, Doral, FL, Edward Davis 7.350 s May 18 2012 MiTek Industries, Inc. Wed Jul 02 17:39:49 2014 Page 1 ID:anXk8uKEcoEjInGV72E6LUz21 NW-YSbFKzxgx_8V8;AYPbyLQfe91 ntoougVigcYVxz02PO. -0-10-8 _ 5-0-0 _ 0-10-8 5-0-0 Scale: V=V 3x4 :--- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.03 2-4 >999 240 MT20 2441191 TCQL 15.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.07 2-4 >831 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 I Hoiz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) I Weight: 17 lb FT = 0% LUMBER TOP -CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 3=151/Mechanical, 2=313/0-7-0 (min. 0-1-8), 4=46/Mechanical Max Horz2=210(LC 7) Max Uplift3=-201(LC 7), 2=-217(LC 7) Max Grav3=182(LC 2), 2=367(LC 2), 4=91(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing MiT�ek recommends that Stabilizers and required cross ss bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=.5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Open, GCpi=0.00; C-C Exterior(2)-0-11-1 to 2-0-15, Interior(1) 2-0-15 to 4-8-0; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6). Provide mechanical connection (by others) of truss to bearing plate capable of wit 217 lb uplift at joint 2. /. Iga V. Cordero, P.E. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in theana[ s an esign,o I;"kaw, PE No. 59M \r 1220 9W 39th ferrets MOO, F133155 LOAD CASE(S) Standard 'Ph (&W 262-MM , Fa* (305) 262-3616 JUL p 2-Z014 Job Truss Truss Type Qty Ply A00146801 6-9-14 S1 ROOF TRUSS 4 1 Job Reference (optional) Royal Truss Company, Doral, FL, Edward Davis 7:350 s May 18 2012 MITek Industries, Inc. wed .lul 02 1 r.aa:4a 2014 rage i ID:anXk8uKEcoEjlnGV72E6LUz21NW-YSbFKzxgx_8VBjAYPbyLQfe2bnnOos3VigcYVxz02PO 0-1F 0-84 6-3-8 12-7-0 ,13-5-8, 0-10-8 6-3-8 6-3-8 0-10-8 4x4 zz 4X4 = 2.00112 Scale: 1/7=1' Camber = 3/16 in IV 1C) 6-3-8 12-7-0 6-3-8 6-3-8 Plate Offsets (X,Y):[2:0-6-7,0-1-0],[3:0-2-0,0-2-4],[4:0-6-7,0-1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.15 4-6 >961 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.28 4-6 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 i Horz(TL) 0.13 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 43 lb FT = 0%s LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=661/0-7-0 (min. 0-1-8), 4=661/0-7-0 (min. 0-1-8) Max Uplift2=-478(LC 7), 4=-478(LC 7) Max Grav2=769(LC 2), 4=769(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1995/1001, 3-4=-1995/1001 BOT CHORD 2-6=-783/1827, 4-6=-783/1827 WEBS 3-6=-191/762 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A$CE 7-10; 175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Open, GCpi=0.00; C-C Corner(3)-0-11-1 to 2-0-15, Exterior(2) 2-0-15 to 6-3-8, Corner(3) 6-3-8 to 9-3-8; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent . 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to Ir (3iuRiqlaesiyer COrdero, P.E. should verify capacity of bearing surface. = Structural k"w, PP No. SSW 6) Provide mechanical connection (by others) of truss to bearing plate capable of wi sta 38 lb uplift JW&O "Soy p.33BD . 478 lb uplift at joint 4. 7 Rr (909) 261.36M i Rtw !3061161-3616 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the LOAD CASE(S) Standard JUL- 0.2 2014 This safety alert symbol is,., use'+ .attract �rdur Aattentionl PBRSON.ALSAFETYiS INYOL1fl;;Dl When you see this sym^col :BECOME ALERT • MEFD lTS MESSAGE. ECAUTION:.. A CAUTION ldetltr ies'. safe operati(I-a practices .or Indicates. -unsafe conditions -that could result in personae injury or damage:tn stru,cti�ires;.1 HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, buildinq contractor, licensed contractor, erector or erection contractor) to properly receive, unload store handle, install and brace metal plate connected wocd trusses to protect life and property. The installer must exercise the same high degr:.e of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as su periorto the projoctArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a paiticular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The bu,W.er, building con;raGtor=?: ,contractor; erector or erectior contra:ct( wised to obtain and read the,entirett4oki+ mentar.y and Rec,r�mmendatio' : ror'Hanf stalling &..Bracin,! Metal Rlate.Ccrlrecte Trusses, HIB,91" fi,am:the Truss--late`ins Trusses stored horizontally shouId besup. ported on blocking to prevent excessive lateral bending and lessen moisture gain. }, `44>r gat};�pANGER ;ia� P,�M�,a. R ai�rt�tes a;condttian �' ���atgherefailr,,re#o'toUciwin�tri�ctlort�cirheedwarn-. �in�'wijl meat ltl�ely; rsy�it,ttt's�>r>lous_ personal :AMP �,; ';,�.!>nlury`'gr death or-<damaga�:to structures, ., 3 zNAFtNING' rR.NiNG describes Yc condition , ►fberefiailuretA#,oiloin$tructiohst�ouicirasult:iq . sevgfg srstria,llnlurY-�.t:idsmagetostructur.es.. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) $33-5900 personnel inthewoodtruss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims ary responsibility fordamagesarising from the use, application or reliance onthe recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any partthereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. TRUSS!STOF3AGE CAUT{aN Trussesoulet -iiot' be unloaded grl,o�igh terrain or ;! ungven �surtace§ w0ich 'coaild ,cause damage tR; the:tr.s =� .+..+.. a: WARNING: Do°not brealrbalnciln v ntlf,In$talla' tiombegins or:lift-bundled,trmst p-q by:the. enda. t, WARNING: -Do not use damey�,ed t sserry ., r* Ing should be;nv less: ber, Ail.eonnecfions m of 2,16d nails. All or less 'Ajl;multi-ply d togethgr;'ina accor� Trusses stored vertically should be braced to. prevent toppling or tipping. ,�kQ!�t`IGF j ©p dot s1gr��tirjdles upright ,winless' x `' , P RAIV� R ��►/alkitlg ;Q trysses KyVhi are lying . j flat isxtrerlylang eirq�i� and shqu�d pe.strictly Frame WARNING: Do r n 9t: attach ,.%.,, b e W it �Vr. r 11 hooks to th e ' rs b % ]r4, 60' A,r6ioe-ss' or less 11/2�1,u...engh Tag Approximately Approximately Tag I Line 1/2truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss lop chord with a closed -loop Spreader Bar attachment utilizing materials such as Strongback/ slings, chains, cables, nylon strapping, SpreaderBar Toe In Toe In etc. of sufficient strength to carry the 10, weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with V/1/11Z] Approximately t lifting device until the ends of the Approxim dtempo 1/2 10 Y31russ length truss are securely fastened an Y3 10 ;y4truss length Less than or equal to 60' Tag -1 rary bracing is installed. Greater than 60" Line Tag line Spreader Bar $lrongback/ Spreader5ar 10, 101 Toe In Toe In Toeln Toeln At or above mid -height ZY Approximately L Approximately: 1/2 to 3/3 truss length I- Y3 10 Y4 truss length h Less than or equal to 601—� Tag Tag Line, line Greater than 60, A ,CAU-T,.)O-N:,,T-ernporary,".�brac,n* -,sj. 'It jp�,A 1, gr jww pqqk P, •nfig - ­. ,rcfessl _ girt 4 •1 trusses WWI 11 . _. ­ . .1. . 1- % bracing Rec-9mmemc 0 -fed �psjqn 1,;n 49 4 rp. in, i GROUND BRAC,INGBU-1-LDINa;INTLRio,A brace I / (GBv) 4— ,Ground brace W� G.R.,, UN.D+B B ILDI NqEXTERIOR Tctp Chord Typical vertical. End Wall j i attachment Plan OP Blocking Ev Ground Brace VerticalsGBV) .......... Strut (ST) r"I tic member , w4h 0 (HT) I �J� "rues Of twa, poup�of trure, Frame 2 Iir ! 1 eJ s e 12 y i r N �* In r,,f . ':' „! t ; TOP CHORD ,l y 'r„ xp�t TOP CHOpllt3a DIAGONAL BRACE 4 or greater i r !'' MINIMUM '': LATERAL: t3RACE SPACINGl'(DB rP}7CH" ti SP�ACING(LB�#'trusses) Ali: 4, 1. 1. U �� / to 32 4 12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 / -- Over 48' - 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer _ = ' r :.,r,:., DF - Douglas Fir -Larch SP -Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace T� lapped at least 2 Required r• > :� ' trusses. �- •sue : 10' or Greater a 9;4� r ^' Attachment :. Required 1s "0. x•.. Top chords that are laterally braced can buckle logetherand cause collapse ifthereisnodiago- f4:-- ? nal bracing. Diagonal bracing should be nailed • . ,�.,��`.. " .,� to the underside of the top chord when purlins - '- } • ,� .y •� - are attached to thedopaide of the top chord � piTCHED'_T__ tr' ..WAR►�I.IN�a x.FallH�retp `�� Iw ATri'`� 1prN.,l�l ` pry /�r�.yyirv: },r r' .••,,`�,��pYY"W •l' .�1. Ytt21 Y Y.1 _ 1 �"+. Y �tiQ f V W44 16P �.I� ii1 J &A If' ys4�Ya•1,`.c,'• rf rtrl; a 1: 8evererpglr;�`�t l�t� ttrttla a g t s ,� a:H ; ii� r� `7 o S r • �r , .CH�-;g `� f x<a. , �.� f I�. SS�'�."',�rti{b�''{uw. '� ttr. t irx Y � � � �F 1, r `rc SPAN MINIMUM,,, PITCH,:,,"': DIFFERENCE " TOP'CHORD111 y I14TERAL BRACE SPACING(LBS) TOP CHORD DiAGONALBRACE'° r;[#:trusses] SP DF' _SPF/HF,:' Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' . 6Q' 51 5 3 Over 60' See a registered professional engineer Ur - Uouglas r-tr-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace -� All lateral braces — Required lapped at least 2 �— trusses. 10" or Greater Attachment Required Frame 3 I 7 6• f rl ey ,r� Top chords that are laterally braced wn buckle togetherandcausecollapseifthereisnodiago- i yy QQ� GJ bracing. ,�t`� nal Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord '' SCISSORS TRUSS 12 ---j 4 or greater Bottom at each spacing HORD 'RACE Bg) BOTTOM CHORD DIAGONAL BRACE SPACING (DES) [# trusses] 20 15 10 7 6 4 essional engineer or-, aouinern Fine SPF - Spruce.Pine-Fir All lateral braces lapped at least 2 trusses. M CHORD PLANE i WAf:NI N Fa re t s I �a iu ofiYv tte?Pta�mendatnp# �esPiilirt l A ` 1,4 -10 4ssP 'PO. s 0 7Q G Permanent sse 1 continuous lateral bracing °q as specified by the truss engineering. I Cross bracing repeated at each end of the building-aad-at-?w Intervals. WEB MEMBER PLANE Frame 4 TOP'CHORD` '. TOP CHORD .• DIAGONALBRACE MINIMUM LATERAL BRACE SPA CING.,(DBS)"' SPAN DEPTH SPACING(LBs) #"trusses] SP.7DF �•; SPF/HF U to 32' 30" 8' 16 10 Over 32' - 48' 42" 1 6' 6 4 Over 48' - 601 48" 1 5'1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2xd",' PARALLEL`' CHORD` TRUSS r. _ Top chords that are laterally braced can buckle u logetherand case collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. End diagonals aie'sse jt �lj4; stability and must be dupli0i*U both ends of the truss system. Continuous —� Top Chord Lateral Brace Required 10' or Greater Attachment Required - ` ` lOTrusses S) 1�es.SPf�M 9 2' 301 or greater WARNING: Fallureto foilgW #hese recoMmen Jatlons could severe persona ,injury or. tla#rtage to#rNsSe Fir bulidtngs'� ' ; '�-F ► 1 '4x2 PARALLEL CHORD TRUSS:TOP'CHOR0., I Top chords that are laterally braced can buckle ;togetherand cause collapse if there isno diago- nalb7acing. Diagonal bracing should be nailed tope underside of the top chord when purlins are<attached to the topside of the top chord. 1y �Va,5 p End. diagonals are" i f4 stability and must be dupiicafE both ends of the truss system. 15 30'(j) Tr asses @Z'o•c. Continuous Fop Chord Literal Brace Required T I � 10' or Greater Attachment Required +— - 3t/za Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. Frame 5 �I. :.ht I'i " s TOP CHORD TOP CHORD :,; DIAGONAL' BRACE MINIMUM " LATERAL BRACE PA SCING SPAN PITCH ' SPACING(LBS)' - „ �[#'trusses]' SP DF SPF HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 Over 54' See a registered rofessional en inee DF - Douglas Fir -Larch HF - Hem -Fir I SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS 12 \123 or 8 greater 5�� 4 s/ All Lateral, braces lapped ate least 2 trusses. Continuous Ton Chord Lateral Brace Required 10" or Gre Attachm( Requirec j -Falture. redrrriet a#io s cAueSgsut f Y z evPr a 1?eisSoll thlUr »O a agektO t( irises orb 11 4ng5tF j7� � e}y ` K1 2ti M� Ql i PLUMB i I Truss Depth D(in) M 12" 1 /4" 1 ' 24" 1 2" 2' 36" 3/4" 3' 48" ill 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. � ' I f". .•. r,;v`r it �' .,. �x � �it�v `- �t r �r-f�' 1�i't:;. r':,NYiAR,NING Do Itgt:cut Frame 6 L(in) L(in) 'S ' 200. .L(ft)` 50" 14" 4.2' 1001, 150" 3/4" 12.5, L(in) — Lesser of L/200 or 2" L((n) Q200 L(ft) 200" 1 " 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. Miami Shores Village RFCrFNr`� Building Department JUN19 14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $Y: _ Tel: (305) 795-2204 Fax: (305) 756-8972 -- " INSPECTION LINE PHONE NUMBER: (305) 762-4949 C) BUILDING �FB/C 12(10) Master Permit No. PERMIT APPLICATION Sub Permit No. PUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: QO N l S7_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: / �''r"e �G� OWNER: Name (Fee Simple Titleholder): �"�n (� Phone#: Address: 1"3r0(. ""' �C ��5 i,— City: /'N��iv►," S `' <y�,s• Stater Zip: Tenant/Lessee Name: Phone#: Email: /LJN CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: (C_IV v Phone#: Address: °2� / r �� �� 3' S City: %1'T - ,-e� State-:-/-� Zip: Value of Work for this Permit: $ 3 Square/Linear Footage of Work: N Type of Work: ❑ Addition ❑ Alteration ❑/NNew Repair/Replace ❑ Demolitiof Description of Wor : i('�1e .� ' ,w ' 6/1- �(1 r�' Iv%'` � , h ����' / Cc N r dr `cr�/L� t„s; C E' i a ,1 f cce S ��c' ✓le. i"u , vcdc r r Specify color of color thru tile: W` c"' 7-ti `-f/f , �`' St' '_ '6 C`'f `'�Jv�vi Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic curs seven (7) dypvs after the building permit is issued. in the absence of such posted notice, the inspection will not be app� v and Alyeinspect' fl will be charged. Signature zff�z ,_ !& it /l ✓/ Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20� by wh is p son nown me or who has produced r-c"i as The foregoing instrument was acknowledged before me this day of me or who has produced 20 by , who is personally known to identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: :'�p��" /�' Print: Seal: �� L Seal: ss 0/r y` APPROVED BY �f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)