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EL-15-693 R Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249609 Permit Number: EL-3-15-693 Scheduled Inspection Date: December2t 2015 Permit Type: Electrical- Residential Inspector: Devaney, Michael Inspection Type: Final Owner: DIGERONIMO III,ERNEST Work Classification: Addition Job Address:66 NW 107 Street Miami Shores,FL 33138- Phone Number (786)200-3484 Parcel Number 1121360070060 Project <NONE> Contractor: ATLANTIS ELECTRICAL CORP Phone: (305)551-4043 Building Department Comments ELECTRICAL WORK FOR NEW ADDITION AS PER Infractio Passed Comments PLANS TO INCLUDE 3 SMOKE DETECTORS,11 NEW INSPECTOR COMMENTS False LIGHTS 4 SWITCHES 11(110)VOLT RECEPTACLES. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 18,2016 For Inspections please call: (305)762-4949 Page 35 of 51 Miami Shores Village ' 10050 N.E.2nd Avenue NW 3 ' Miami Shores,FL 33138-0000 33 \ a Phone: (305)795-2204 �� 7 Expiration: 09/23/2015 � Project Address Parcel Number Applicant 66 NW 107 Street 1121360070060 ERNEST DIGERONIMO III Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ERNEST DIGERONIMO III 66 NW 107 Street (786)200-3494 MIAMI SHORES FL 33168- 66 NW 107 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone Valuation: $ 3,300.00 . ATLANTIS ELECTRICAL CORP (305)551-4043 Total Sq Feet: 0 Type of Work:ELECTRICAL WORK FOR NEW ADDITION AS Available Inspections: Additional Info: Inspection Type: Classification:Residential Review Electrical Scanning:1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# EL-3-15-54960 DBPR Fee $3.38 05/29/2015 Credit Card $ 191.16 $50.00 DCA Fee $3.38 Education Surcharge $0.80 03/27/2015 Credit Card $50.00 $0.00 Permft Fee-Additions/Alterations $225.00 Scanning Fee $3.00 Technology Fee $3.20 Total: $241.16 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 nd zoning. Futhermore,I authorize the above-named contractor to do the work stated. May 29,2015 A rized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 29,2015 1 Miami Shores Village CED Building Department MAR 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 z INSPECTION LINE PHONE NUMBER:(30S)762-4949 �FBC20 (C) BUILDING Master Permit No. t O— (Sr V PERMIT APPLICATION Sub Permit No.E�'— (C5-�3 ❑BUILDING 7 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP r- (� �j CONTRACTOR DRAWINGS JOB ADDRESS: �P r" t'� �� City: Miami Shores �1 / County Miami Dade Zip 31 3� Folio/Parcel#:_11 • (.13.- W�T- cow Is the Building Historically Designated:Yes NO a Occupancy Type: Load: Construction Type: Flood Zone: avy\ BFE: FFE: OWNER:Name(Fee Simple Titleholder): (i,12��SI �l(Ycs" N�l''�e7 Phone#: ( � Address: ^ o� / ^- City: J`'��Tu •4 5;��C State: Zip Tenant/Lessee Name: - Phone#: Email: CONTRACTOR:Company Name: Y'�`l(��JV'[(� �- � t Phone#: ?fro - ��' /?-70 Address: 1 Z9,O 3 5'k') -ze rwg- City t'kt �% State: ��- Zip: t2� Qualifier Name:.�/[./�-i✓ri(S Gtl rf 6c'7�@tea_ Phone#: State Certification or Registration#: r'i 13 7 ` Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City State: Zip: Value of Work for this Permit:$3,1dO .-- Square/Linear Footage of,Work: Type of Work: M Addition ❑ Alteration ❑ New ❑ Repair/Replace 11ID Demolition Description of Work: Srtrff`C 7'fL1,G/t-L JQ-(G c d P- KA4w D t T?Vti AS t-k BeAnt! C IVC.L_Vl�� [ ) Seo Y-� 7cTo2S —bb raw N I ��1 i0 yo(-T Qac s�-f�i ft[ru� I Specify color of color thru tile: ��- Submittal Fee$ Permit Fee$ 439d�� 3 lCCF$� CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Ta- (RevisedO2/24/2014) Bonding Company's Name(i$aj)plicable) Bonding Company's Address `y City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. "WARMING 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of.such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Rte.4 Owner or Agent Contractor The foregoing instrumentwasacknowledged before me this The foregoing instrument was acknowledged before m this day of MA ,20—,by ON7 �t Crc>:na e�N day of l�— ,20�,�,byGisGO who's personally known to me or who has produced who is kn a or who has produced OP R L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• NOTARY PUBLIC: Si Si Print' Print My Commission Expires: RE�ECAM•PASTRAN�► M Commission Expires: +P `� MY COMMISSION 4 BESM24 YREBECA M.PASTRANA a� EXPIRES:Fes,0?,2017 MY COMA9SSION 0 E8072524 ` EXPIRES:Febiomy O7,2819 OF •kbBkSk4Mb9BW+kkdk+kkkffiP4N�A�bk84+&$AS iRNkBN &kWkkk�kkkkkkkkkkkakk k+k dakh8AR+k kkkNffikNBk k�Nk#+kRkKNkkkN$ k*k+k Rkhk�kk�kkk APPROVED BY �290got -/ ,d-7z- Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) .Ro nal jrugf Manufacturing •' 059DAW%9th Ave, Suite#5 ' „� ; Job Truss Truss Type Qty Ply A0024071 6-16-15 T1 QUEENPOST 1�2 •; •:•1 .• ;• • •;• i • • • ef�re (Optional) r 7.350.8 May►18 2012 iTiekindusVies,44nc. Tue Jun 30 14:07:40 2015 Page 1 ID:tch3nR aCtc%?P88E&yIWZIJ&2U6Mboy3221zzBt?pKfQRYrmvz4U7Ssz14oH -1-2-0. 1 3-10-0 6-7-0 , 9-4-0 , 13-2-0 14-4-0 , 1-2-0 3-10-0 2-9-0 .78.8-0 1%_j 0-0 • • • • • • • Scale=1:25.3 ••• i i•• i•• •i• ••• Camber=l/16in • • • • • • • • •• • • • • • •••• ••• 4x4= 3.06 Fi2 4 2x4� 2x4 3 5 g APd 10 2 1 6 7 �vv ag s � la a 8 a s 3x5= 3x8= 3x5= 6-7-0 - 13-2-0 ' 6-7-0 6-7-0 Plate Offsets MY): [2:0-0-4,0-1-81,16:0-0-4,0-1-81 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) 0.09 8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.17 6-8 >903 180 BCLL 0.0 * Rep Stress Incr• YES WB 0.08 Horz(TL) 0.04 6 n/a n/a BCDL. 10.0 Code FBC2010frP12007 (Matrix) Weight:54 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 cc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORDRigid ceiling directly applied or 6-1-5 oc bracing. q - MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=706/0-841 (min.0-1-8),6=706/0-8-0 (min.0-1-8) Max Horz 2=45(LC 7) Max Uplilt'2=-408(LC 11),6=-408(LC 11) Max Grav2=023(LC 2);6=823(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1748/998,3-9=-170411006,3-4--l-344/708,4-5=13441708, • 5-10=-1704/1065,6-10=-1748/997 BOT CHORD. 2-8==899/1639,6-8=-912/1639 WEBS 3-8=-422/370,4-8=-91/349;5-8=-422/370 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf; _ n eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-2 - tenor(1) P� 1-10-0 to 6-7.-0,Elcterior(2)6-7-0 to 9-7-8 zone;C-C for members and forces&MWFRS OL own;Lum /$� DOL=1.60 plate grip DOL=1.60 P� holL €�a 3)Plates checked for a plus or minus 0 degree rotation about its center. MW 4)*This truss has been designed for a-live load of 20.Opsf on the bottom chord in-all areas . gle•3-6��a�•M' 111100A JIM by 2-0-0 wide will fit between the bottom chord and any Other members. • '' 111-(M)262-623- 5) 11-(es)262.623•5)One RT3A USP connectors recommended to connect trussto beadng+walls due to UPLI ;�N his connection is for uplift only and does not consider lateral fords. 1 s an jV4 201'5 6)"Semi-rigid pitchbreaks with foced heals"Member end fixity.model was used in the analysis and design of this truss. Continued on page.2 I 1 • Job Truss Truss Type Qty Ply ' A0024071 6-16-15 T1 QUEENPOSTa 1 . ?,'•, h ,r:... R: • •• •• • f ,Iqb f:efgreacetlonal ' 7:35 Ma)C1%?:b,2:A*k:ndusiVej,=rlc. Tue Jun 3014:07:40 2015 Page 2 ID:kh3nRyaCVc5rPedEWLyV Wz1 JzD-2n4t0?29boy3221zzOt?pKfQRYrgtvZxJU7Sszl4oH LOAD CASE(i) Standard • ••• . • • ••. • • • • • • • • •• • • ••• ••• ••• • .00 Chi./S'tRVILPAL FE-22249 fa0ID0M V20 6X Mh MWACE M nKDFADA 8655 ' TEl-13ID51gI6Y{-675 F&-fail262-W1 AIN 02015 I Job Truss Truss Type FQtyPly V12KINGPOST• A0024072 10b of n o tional7.3AW1 2 MiTek Industrivg�inc. Tue Jun 30 14:07:412015 Page 1 ID:kh3hRj ilcvc5rpBdEWLyWFz1JXD-WzeFcL3nM54vgCt8XrOEMYCbKyEOcMO4y?Sg_Iz14oG 13-0-0 12-0-0 6_0_0 •.• ..: 000 .•. .:&OV . . . . . . . . .. I • • • • • • • = • • ••• ••• ••e• • Scale 1:19.2 4x4=no• • • • • • ••• •• — _•.... 0- 3.00 F12 • 2 6 7 5 T T1 g W1 12 1 3 3x4= 4 2x4 11 3x4 z- 6-0-0 - - 6-0-0 • 12-0-0 6-M 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ydefl Ud PLATES GIMP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) rile - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:34 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TAF'CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LMiTek recommends that Stabilizers and required ross bracing be installed during truss erection,in REACTIONS (lb/size) 1=190/12-0-0 (min.0-1-8),3=190/12-0-0 (min.•0-1-8),4=535/12-0-0 n 011a-8nce with Stabilizer Installation uide. Max Horz 1=31(LC 9) ' Max Upliftl=114(LC 7),3=-118(LC 8),4=235(1-C 11) Max Grav1=232(LC 22),3=232(LC 23),4=618(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All fords 250(lb)or less except when shown. WEBS 2-4=-435/366 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft,L=12ft; eave=oft;-Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C.Extedor(2)1-2-3 to 4-2-3,Interior(1)4-2-3 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;C-C for members and fords&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)*This truss has been designed for a live load.of 20.Opsf on the*bottom chord in all areas ngle 3-6-0 -TM FA by 2-0-0 wide will fit between the bottom chord and any other members. I v"WCIWAl. 6)One RT3A USP connectors-recdmmended to conned truss to bearing walls'due to UPLI t I 1 and 4.Thi E t9 Ea vaV% connection is for uplift only and does not consider lateral forces.` ' az�'s 1> aci t6a�r1 ol�,a ass>; 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the anal of LOAD CASE(S) Standard ,#N .Z05 Job Truss Truss Type Qty ply • • •• • • ••• A0024073 6-16-15 V4 KINGPOST q • •• • • • • • • b:teference tional " 7. s M 1$ Q7 a Ind ;Ipc. Tue Jun 30 14:07:40 2015 Pagel ID:kh3nRyaCVc5rP8dEWLyWFz1 JiD-2n4to?29boy3221zz&?pKfUxYyGtwgxju7Ssz14oH 2-0-0 4-0-0 2-0-0 2-0-0 . . . . . . . .. . . . . . . . • • .. ••• • ••• •••• •••• •-• Scale=1:7.6 • • 3x4= • • • • • • •• • • 3.00 Ff2 • • • • •..� ..�.....— —• — -... 2 3 1 T T1 2-0-U 4-0-0 2-0-0 2-0-0 Plate Offsets MY): [2:0-2-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIT' TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL. 10.0 Code FBC2010/TP12007 (Matrix) Weight:6 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. -BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in REACTIONS (Ib/size) 1=10514-0-0 (rain.0-7-15),3=105/4-0-0 (min.0-7-15) accordance with Stabilizer Installation guide. Max Horz f=9(LC 10) Max Upliftl-79(LC 7),3-79(LC 8) Max Grav 1=126(LC 2),3=126(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All fords 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=12ft; eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C•Exterior(2).zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1:60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)*This truss has been designed fora 1rve load o20.Opsf on the bottom chord in all areas gle 3-6-0 LT&Y ,f'A by 2-0-0 wide will.fd between the bottom chord and any other members. • 6)One RTBA USP connectors recommended to connect truss to bearing wa8s due to UPLILiff d 3.This PE CIM g 5 c EROAM connection is for uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysf this bM61 30 UNUM I'llftRAWASM • TEt.-c��-szs• pax•t��T-tet LOAD CASE(S) Standard. j1UN 3 02015 j Job Truss Truss Type Qty Py II '•• 0:0 • • • ••• A0024074 ! 6-16-15 V8 KINGPOST. • 1 i i'•'i i • • Sdb ReferellceMotional) 7.350•s M018mWA2 i k ndusl rrlc. Tue Jun 3014:07:41 2015 Page 1 ID:kh3nRyaCVc5rP8dEWLyWFz1 JxD-WYeFcL3nM64vgCt9XrOEMYCeFylbcNF4y?Sg_Iz14oG a 4—M , 8-0-0 '.' i i•• i•• •i• '•' Scale 1:14.8 00 0 •• • • • • • ••• •• 3.00 12 44= 2 T T1 � 3 B1 4 3x4 2x4 11 3x4 zL- 4-0-0- 8-0-0 , 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010)TP12007 (Matrix) Weight:21 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 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) 1=128/8-0-0 (min.-O-1-8),3=128/8-G-0 (min.0-1-8),4=278/8-0-0 (min.0-1-8) Max Horz 1-18(LC 9) ' Max Uplift1=-80(LC 7),3=-82(LC 8),4=-110(LC 11) Max Grav1=150(LC 2),3=150(LC 2),4=320(LC 2) FORCES (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 24=-250/286 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf,BCDL=5.Opsf,h=15ft;B=45ft;L=1211; eave=oft;Cat 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C.Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1•.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. nrp(1�� 5)*This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas ngpe by 2-0-0 wide will fit between the bottom chord and any other members. A1�/METM BOIL—,PA 6)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLI and 4.Th' connection is for uplift only and does not consider lateral forces. ZU49 E• NOW 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analys of this ti i fth MWACEK*tRol2DA33ES 1M-csM)ws-Bze• rax-(W)2&z WA LOAD CASE(S) Standard. jUN 2015 �' !�� -�', '� ' add�� '�,•w•r{�ryc�yr,�;�S�Irb ?.�`�':e��:r�-•v�:. frA� x ,� � j r { �� +R: � -Y. �' °rn-y-��, ,tea- �-. r x.S>- f �a. SFr YL)t >»v�''"^x ��'Af •.p�l��r .s•yi� r �� c�� €��.:e �' k --••"'"� r `'��.,:�}��f7•s3.` !�{A 6�,s�N�'ry F:vr��D d�-.... .r s� • -e3"�}%. �,,y s -...r_ � �-� "i�•' :;�,'.,�' ..-,C�;t'�•y+,� ..�,;.E' ;".�u..,.a. 1.� `�' �. °� Ma. §E.�'T S 4h �. ,�.�-F x Y .�' `-'A.-x:2'•.2 t�ky r r '✓ b V%'� ,�. F,-'i � ta'.:: �.f_.e..: ✓ �§ ..v�'�-�� r }�-5.:�` L I fE P E �..1P. Ff��'�`�4F k'r. ;.t•'t. i� G FgvJ tiJ�i �•�tA �t �' 12:.��✓ f� x? �. 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RACE"SPACING4(DB� yTCPAI ,i"a 7L PITG�H�� ar S1p1jC11a�G`.tr'" gE' # u Y rr#�qusESes ' 0 ,•l;�. .. rgr.�r iiti,d.rl.,..vii.,, ,�.1 ,�,;qr. i t TN �yr.�dl.p� .I.h 'd;. y\ U t 2' 41 8 20 15 �• • • • 6 e 32 -48 10 7 Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer ••• aD -� 1�3Flr-Pith SP-Southern Pine a .., aH - e • SPF Spruce-Pine-Fir • • • • a to • a . •• • • • . • a- aa• 0 . Continuous Top Chord .All lateral braces Lateral Brace—� lapped at.least 2 Required trusses. _�- 10'or Greater • - f Attachment Required 0 Topchordethatarelaterailybracedcanlwckle togetherand eauseoollapae if bare is no diago- nal bracing.Dlegorml bracing should be nailed to the underside of the top chord when purlin, w e 1 E z ,�@ area dtothetopaideofthetopchord PITC iEb'TRUSS U 10011x uD "17AG �YW Ens! E PITCH T BF ACE $t ACING D � tr t2 YSP'IJ} A t N DIFFER S A ING" 5► � # i4' -% t�Q ;c N fSP DF-* SPF HF Y Up to 28' 2.5 7' 17 12 Over 28'-42' 3.0 6' 9 6 Over 42'-60' 3.0 5' S 3 Over 60' See a registered professional engineer r DF Douglas Fir Lard ; sSP Sot>herrr nes F H tem-Fir ;;P>'z tSpruce-Pine-Fir t y Continuous Top Chord r „ ;=. Allateraf braces Latera!Brace Required lapped at least 2 \ t �— trusses 10'or Greater r i r Attachment Required ' 1. t 1 rr ji, thatare laterally braced can buckle y°l �Q Topcbords togettzerandcause isnodiago- adngshoukl bene; naibrachg.Diagonalbr . ris �ry to the underside of the top chord when p r- are attached to the topside of the top chord SCISSORS TRUSS Frame.-3 007 $� INUMPM PMWEr V - M ➢ D `,�� £y t f L 7�r�'�i FE'S T.,•� 'r:a��i s�s7 1�'y y: x.9„Y Lek vS,$'p�x s �, i D "t'�7ri r•,� < 7,.� !� �,f>��lir ,,,,.d�.ti .�u� ''�'' x � s 1§✓ern Dl?y + r� a4 l n �1� : • • • • . • • • • - • - - • i k xi i�` �i -r fi�,.�t'"n5 a�� i ��f�i�i F,��s,�s?j�,. - • • • � • • • ��r D 7n;E i� es 'it�fY s .�}��F3 x�'��£ �� •. e • • • • • • • •' • ' j > StiN f� fin • 0 • ' f _ i( 1p n TSrz F�. 5 '� v rs r �-� S"v n�� 5 fYX y'� S' �•� • ' - • ';k, ";v�`" � 1 OIL • • rs w. .. ,fit Mill iiiiiiiiiiii 4�) x TPP CHP� lxTContinuous Chord • • • MiftxTffLK11W- MINIMUM •: r Lateral Brace Required DEPTH. T See a • •. registered engineer Required ROM Ray 1,,�;,�r r� '� '`t�yvia`-�'��ss'��"tce�''�� ,3 � �'t` ��I�4�I�,•3 ��a� sl"3i1".2 �„ z�, f�i s�'�za+��.�a��a4:� M h a �w �� r v h ��tiSrnS.M_y ■■ f f� d t �kr �"y*ajhS^vi'zil,;��F Continuous Top Chord TIM 1-M. I Lateral Brace Required 10'or Greater Attachment Required �r4 K°,� rCS`�?� �+'xf '*�eG� t� �'��,�ez-�:"`i�n,� "•"m s3�>:yi,��/,1,1►5� fY t��,7d i,x'�"`�#tr�"rh� � � '¢'iry�Ya�lz �.t,,�F,•�(��i��u'��a°`.j? iy��a''�'�,�4t'� 't�`c��.�i�P�r�'tY +r�a4:.�dt��.��✓ �f.'-''"d,u Y�7 ti �-�.�....a 3 �;. � c..i ;�, ._ .N y-? 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