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RC-14-2601 (2) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 i Inspection Number: INSP-249928 Permit Number: RC-11-14-2601 Inspection Date: December 23, 2015 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: pCE,JOHN so. . Work Classification: Addition JcUAMess:518 NE 106$tree; 0000.. Mi4mi Shonftoe4�3138-2046 Phone Number 0000.. .9 .. .. .. 0000 . . 0000.. Parcel Number 1122310140211 Prdject.6. <NON�> 9.99 0 9 .. 0696 0000.. 6000.. COrjtt2tClUr: .'QRC)NI Ie"o Phone: (305)685-0412 0000.. . • . Building Depa0rt0men. 00. t Comments NEW MASTER BEDROOM, BATHROOM AND FAMILY Infractio Passed Comments ROOM INSPECTOR COMMENTS False 1 Inspector Comments Passed Failed El Correction Needed 51 k Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 December 23,2015 Page 1 of 1 • �� Miami Shores Village REcE117F,Dj APR 3 2015 - 1� Building Department g 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �jFBC 20�'r�1 BUILDING Master Permit No. 7LL� L-�'�` PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATIONSHOP CONTRACTOR DRAWINGS JOB ADDRESS: O 1�'� �OZO S11- t c� City: Miami Shores , County: Miami Dade Zip: Folio/Parcel#:� '2731 - (O "(� - t-)?- ( Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: KV BFE: FFE: OWNER:Name(Fee Simple Titleholder): �0 "-c-/'�� Phone#:ZC)3 Address: t z ? City: L 1 \ State: t/� Zip: 3j 1 O Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ©E�I�\ l Phone#: �� V Address: 1�. ® kf&\.) City: State: FL_ Zip: �3 r Qualifier Name: AOCAW QkDC-r Sl t�� Phone#: State Certification or Registration MCP-G Z� S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State:: Zip: Value of Work for this Permit:$C,00M6 j&K-1 eA - Square/Linear Footage of Work:_ 1v Type of Work: `T_J Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: el—fLJs S r P jm:!::�rt(&jC Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$_X (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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 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 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 -J Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by day of Nnk- 1 I— 20 « by �GAtj U AAA-.fig ,who is personally known to ®✓'U Lt l l �who is p y known me or who has produced ®.N r�l L-C-- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• / Sign: s ®®L S L P Print o Print: •"� MY COMMISSION#EE1 7 LlwLUMN LOPEZ Seal: '; • , EXPIRES March 10,2016 Seal: ''' '': MY fAWIM�SION#EE166W ,'�t9ee-a��a mea oom EXPIRES Mare 110,2016 sia o163 AM APPROVED BY Plans Examiner Zoning ,A,IlfJ�94 l� Structural Review Clerk (Revised02/24/2014) Royal Truss Manufacturing I 9550 NW 79th Ave, Suite#5 Hialeah, Garden, FL 33016 -Royal Truss Tel: (305) 822-0020 Fax: (305) 822-0029 Site Information; Project Customer.ORONI CONST. MAY 2 2015 Site Address: 518 NE 106 ST. Y. i MIAMI SHORES St: FL. General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show 1 Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: 7.35 May 18 2012 Roof Load: 65psf Floor Load: NIA 1 Wind Code: Wind Speed: 175 mph i This package includes 14 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet fconforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Sear 1 04104/15 cis A0023172 2 05/21/15 GR1 A0023173 3 04/04/15 H1 A0023174 +••• 4 04/04/15 J1 A0023175 ••• •••• •••••• 5 04/04/15 J3 A0023176 •••••• • • • •• B 04/04/15 JS A0023177 •••••• • 7' 04/04/15 J7 A0023178 •••r • • 8 05/21/15 T1 A0023179• o �•�� R, • E • • t_ - •• s•••• 9 04/04/15 T1A A0023180 N S U LT i N G.0W.0 i�� • ••••• 10 05/21/15 T113 A0023181 • • _00.00•• 11 04/04/15 V11 A0023182 •••••• • is submittal has been revie id for conormancl! r4 ,sirl 12 04104/15 V16 A0023183 • ••• 13 04/04/15 V3 A0023184 concept and information giv n PSI V.jtr�V�:'t•TP•in• 'refs• 1'...C�'��:'-�,� 1a o4/oa/15 vs Aooz3185 corr,pl.eteness, d i m e r s i o n s ci�l ��l'r��.5 .' 4"V Pf construction rneans and rn tihirds, coordina'.ion with other trades ,end pevi-a(mance o Y_.� �I sir the responsibility of the,co treetor. LIQ 9 o excepti,n5 tai:oFI 1 fl^alir�n ��rrsc' res n6,_ -.1iii-01 di}�A The truss drawing(s) referenced above have been.prepared by MiTek P.- O -Industries, Inc. under my direct supervision based on the parameters E�>provided by Royal Truss Manufacturing, Hialeah Gardens, FL. � 2 499 0 Truss Design'Eng1neees Name: Orlando M.Forfun, P.E. ° PE#22249, EB#0005512 NOTE: The seal on these drawings indicate acceptance of. ®, �� °° 22245" professional engineering responsibilty for the truss '® , ° A 33N components shown. T- Xaa W.(M)a;2-WW F_ IkRAU Page 1 of 1 Engineers N.11A pate Job Truss Truss Type Qty Ply j 4-4-15 CJ9 ROOF TRUSS 2 1 A0023186 ' Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:13 2015 Page 1 ID:Sz8tl_CgzYTNBBuTG7CV1xzUNnw-9 sM3vOF82zkEolabhT?Icbug3wcrOF2Y?mBdlzEFhO -1-10-10 6-2-0 9-10-13 1-10-10 6-2-0 3-8-13 Scale=1:22.0 Camber=1/8 in i y4x4 11 1 1.77 12 4 5 3x4= 11 3 LC 4x5= 9 2 10 T1 Ara 1 1 81 Lj 8 7 2x4 I I 6 5x6= Soso • •••• • • • SSSS•• • • : • ••0000 00 0 • 6-2-0 ••EM-13 ...... 6-2-0 .•3,8-13 o• :....: Plate Offsets X 2:0-10-10 Ede [4:0-2-8,0-0-81,r7:0-3-0,0-2-121 *see • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud:•9: PLAVI•. GRIW••• TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) -0.13 2-8 >852 f4b 00 MT200 • 2440190•.• TCDL 15.0 Lumber Increase 1.33 BC 0.74 Vert(TL) -0.23 2-8 >487 W:• • . so BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.03 7 1 Na ,• BCDL 10.0 Code FBC2010/TP12007 (Matrix) •0 WZ§f$ ,61b LUMBER BRACING 0 0 0 •• :•; • • TOP CHORD 2x4 SP No.2 -TOP CHORD Structural wood sheathing directly a$plidd or 3-3-5 oc BOT CHORD 2x4 SP No.2 purlins, except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in REACTIONS (Ib/size) 7=753/Mechanical,2=542/0-11-5 (min.0-1-8) accordance with Stabilizer Installation guide. Max Horz2=182(LC 4) Max Uplift7=-696(LC 5),2=500(LC 4) Max Grav7=1148(LC 9),2=656(LC.10) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=2193/964, 10-11=-2177/970,3-11=-2138/971,4-7=-5021434 BOT CHORD . 2-8=1117/2220,7-8=1117/2220 WEBS 3-7=2121/1022 NOTES 1)Wind:ASCE 7-10;175mph(3-secorfd gust)Vasd=136mph;TCDL=S.Opsf;BCDL=5.Opsf,h=15ft;Cat. II;Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-1-10-14 to 1-1-2,Interior(1)1-1-2 to 9-10-13;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 an foa 4)Refer to girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstands gat joint(s) -TWI ,FA except at--lb)7=696,2=500.' GNB./8'R Z71AA1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysi df this truss FF_2�9 Ea 0IDI1 VA 7 In the LOAD CASES section loads applied( ) pp to the face of the truss are noted as front(F o mm snt 3�h TIel2RACE rrlef�,ILOpDA 33s5 TEL-r3S)262-6225 FAX-(30)262-WA LOAD CASE(S) Standard Continued on page 2MAY 2015 I'� Job Truss Truss Type Qty Ply A0023186 'i 4-4-15 CJ9 ROOF TRUSS 2 1 Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:13 2015 Page 2 ID:6z9t8_CgzYTNBBuTG7CVb¢UNnw-9 sM3vOF82zkEolabhT?Icbug3wcrOF2Y?mBdlzEFhO LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-9=75 Trapezoidal Loads(plf) j Vert 9=0(F=38,B=38)-to-4=181(F=53,B=53),4=-136(F=53,B=53)-to-5=141(F=55,B=-55),2=2(F=9, B=9)-to-6=-49(F=15,B=15) I 0000 • 0000 0000.. 0000•. •.•' ; • 000.0. • 0000.. � ...• .� � 0000.. • •• 0000• 0000.. .•.• . • • • • . . . •0000 " .•0000 000.0. 0000.. ••...• 9• • .0090. . 909 • 0 00 0 CONS$-TW PA ' tom./SThl1G1URAl. P.E.22249 Ea OoI®5511 1770$9139th"{ERRACE hUL)'9,FU7RSDA 3355 ' TEL-(3M)267-6715• FAX-(M)762-WA MAY ��1 Job Truss Truss Type Qty Ply A0023187 i 4-4-15 GR1 ROOF TRUSS 1 2 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:14 2015 Page 1 ID:6zgt8 CgzYTNBBuTG7CV1xzUNnw-eAQkHF1tvL5bsyK nOO Erg839TGbaZECntWkABzEFhN -1-4-04-1-13 7-0-0 1 9-10-8 12-9-0 15-7-3 19-9-0 21-1-0 1-4-0 4-1-13 2-10-3 2-10-8 2-10-8 2-10-3 4-1-13 1-4-0 Scale=1:37.5 ' Camber=3/8 in I i t I i j y 2.50 F12 5x8= 2x4 II 5x8= 3x4= 4 5 6 3x4 c 3 P 7 2 16 4 77 8 `°1ffin 3 P g I a e o ae 3x8= 15 14 13 12 11 10 3x8= 2x4 II 5x12 MT20H W8= 3x4= 2x4 II 3x4= 3x8= • •••• •••••• 4-1-13 7-0-0 9-10-8 12-9-0 15-7-3 000:0019-9 -0 *Goo** 4-1-13 2-10-3 2-10-8 2-10-8 2-10-3 ,.. -4-1-1;- :.•.• Plate Offsets 2.0-4-1,Ed e,[4:0-5-4,0-2-121,[6:0-5-4,0-2-121, 8:0-4-1 Ede • • •0 '. • LOADING (psf) SPACING 2-0-0 CSI DEFL in (Icc) Vdefl PL4TL$• GRIP:••' TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.41 12 >553 21M •• MT20• 244UW,• TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.69 12 >333 160••• MT20H• 187/14.3• BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.12 8 n/a !/a ' • BCDL 10.0 Code FBC20101TP12007 (Matrix) . Weigl►t4X Ib "1-407. LUMBER BRACING •� ' • V: • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyVpplied or 3-2-6 oc BOT CHORD 2x4 SP M 30 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-14 oc bracing. REACTIONS (Ib/size) 2=1936/04W (min.0-1-11),8=1936/0-8-0 (min.0-1-11) Max Horz2=44(LC 7) Max UplifU=-1452(LC 4),8=1452(LC 5) Max Grav2=2829(LC 10),8=2829(LC 9) FORCES (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=10180/4389,3-16=10144/4393,3-4=10442/4645,4-5=-10967/4941, 5-6=1,0967/4941,6-7=10442/4644,7-17=10142/4392,8-17=-10178/4387 BOT CHORD 2-15=-4190/9861,14-15=-4190/9861, 13-14=-4482/10311, 12-13=-4482/10311,11-12=-4502/10344,10-11=-4221/9893, 8-10=-4221/9893 WEBS 3-14=-338/569,4-14=-444/1248.4-12=-389/759,5-12=-656/471, 6-12=-389/759,6-11=-443/1248,7-11=337/569 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")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 0-5-0 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( fOF , OAD CQWIILTM ENGB�,FA. CASE(S)section.Ply to ply connections have been provided to distribute only loads not unless �/otherwise indicated. M 22245 EfLOOOM 3)Unbalanced roof live loads have been considered for this design. =0 SAL g+,�• MA4, A 3355 4)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf hI;Exp Qp.-(3M)26242* FAX-(es)2b2-WW Encl.,GCpi=0.18;C-C Exterior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 21-1-6;Lumber Q - . Colt QW-60 page 2 MAY 20V5, Job Truss Truss Type Qty Ply A0023187 i 4-4-15 GR1 ROOF TRUSS 1 2 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:14 2015 Page 1 ID:6zgt8 CgzYTNBBuTG7CV1xzUNnw-eAQkHF1tvL5bsyK nOO Erg839TGbaZECntWkABzEFhN -1-4-04-1-13 7-0-0 1 9-10-8 12-9-0 15-7-3 19-9-0 21-1-0 1-4-0 4-1-13 2-10-3 2-10-8 2-10-8 2-10-3 4-1-13 1-4-0 Scale=1:37.5 ' Camber=3/8 in I i t I i j y 2.50 F12 5x8= 2x4 II 5x8= 3x4= 4 5 6 3x4 c 3 P 7 2 16 4 77 8 `°1ffin 3 P g I a e o ae 3x8= 15 14 13 12 11 10 3x8= 2x4 II 5x12 MT20H W8= 3x4= 2x4 II 3x4= 3x8= • •••• •••••• 4-1-13 7-0-0 9-10-8 12-9-0 15-7-3 000:0019-9 -0 *Goo** 4-1-13 2-10-3 2-10-8 2-10-8 2-10-3 ,.. -4-1-1;- :.•.• Plate Offsets 2.0-4-1,Ed e,[4:0-5-4,0-2-121,[6:0-5-4,0-2-121, 8:0-4-1 Ede • • •0 '. • LOADING (psf) SPACING 2-0-0 CSI DEFL in (Icc) Vdefl PL4TL$• GRIP:••' TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.41 12 >553 21M •• MT20• 244UW,• TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.69 12 >333 160••• MT20H• 187/14.3• BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.12 8 n/a !/a ' • BCDL 10.0 Code FBC20101TP12007 (Matrix) . Weigl►t4X Ib "1-407. LUMBER BRACING •� ' • V: • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyVpplied or 3-2-6 oc BOT CHORD 2x4 SP M 30 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-14 oc bracing. REACTIONS (Ib/size) 2=1936/04W (min.0-1-11),8=1936/0-8-0 (min.0-1-11) Max Horz2=44(LC 7) Max UplifU=-1452(LC 4),8=1452(LC 5) Max Grav2=2829(LC 10),8=2829(LC 9) FORCES (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=10180/4389,3-16=10144/4393,3-4=10442/4645,4-5=-10967/4941, 5-6=1,0967/4941,6-7=10442/4644,7-17=10142/4392,8-17=-10178/4387 BOT CHORD 2-15=-4190/9861,14-15=-4190/9861, 13-14=-4482/10311, 12-13=-4482/10311,11-12=-4502/10344,10-11=-4221/9893, 8-10=-4221/9893 WEBS 3-14=-338/569,4-14=-444/1248.4-12=-389/759,5-12=-656/471, 6-12=-389/759,6-11=-443/1248,7-11=337/569 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")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 0-5-0 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( fOF , OAD CQWIILTM ENGB�,FA. CASE(S)section.Ply to ply connections have been provided to distribute only loads not unless �/otherwise indicated. M 22245 EfLOOOM 3)Unbalanced roof live loads have been considered for this design. =0 SAL g+,�• MA4, A 3355 4)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf hI;Exp Qp.-(3M)26242* FAX-(es)2b2-WW Encl.,GCpi=0.18;C-C Exterior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 21-1-6;Lumber Q - . Colt QW-60 page 2 MAY 20V5, Job Truss Truss Type Qty Ply A0023187 4-4-15 GR1 ROOF TRUSS 1 Z Job Reference(optional) i 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:14 2015 Page 2 NOTES ID:6zet8_CgzYTNBBuTG7CVb¢UNrnweAQkHF1tvL5bsyKm9O Erg83gTGt*-7 CMWkABzEFhN 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. j 7)Plates checked for a plus or minus 0 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except at--lb)2=1452,8=1452. 10)Girder carries hip end with 7-0-0 end setback. _ 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1080 Ib down and 467 Ib up at 12-9-0,and 1080 Ib down and 467 Ib up at 7-0-0 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:14=-75,4-6=-156(F=-81),6-9=75,2-14=20,11-14=42(F=-22),8-11=20 Concentrated Loads(lb) Vert:14=-610(F)11=-610(F) • .... . eggs.. .segs• �•.' • gooses . • eggs ••••gs sees* 00 ..goes , • • • e e o •ogee• •••eee •• .•• eggs•• CoNst 1m PA a&i aTr IMWAi. P.E.21145 EEL OOO 5B 1210$139th-MMAM KAN,MORWA Ma TEL-(305)262-6223• 'FAX-(309)261-20N4 MAY Z�� Job Truss Truss Type Qty Ply A0023188 i 4-4-15 H1 ROOF TRUSS 1 1 iJob Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:15 2015 Page 1 ID:6z9t6 CgzYTNBBuTG7CV1xzUNnw-6Mz6Ub2WgfDSUSvzj6VTNlgEcsZBJzZLOJFlidzEFhM -1-4-0 5-1-13 9-0-0 1 10-9-0 14-7-3 1 19-9-0 21-1-0 1-4-0 5-1-13 3-10-3 1-9-0 3-10-3 5-1-13 1-4-0 Scale=1:37.5 Camber=5/16 in I - i - 4x8= 2.50 rf2 4x4= 45 3x4= 3x4 3 6 LC 2 7 I Lo N 14 15 N th a 1 e 8 12 3x8= 13 12 11 10 9 3x8= 2x4 11 4x4—3x4= 3x8= 2x4 11 5-1-13 9-0-0 10-9-0 14-7-3 •• :1�9-0 •••• • 5-1-13 3-10-3 1-9-0 3-10-3 - -13 • Plate Offsets X 2:0-4-1,Ed a [4:0-5-4,0-2-01, :0-4-1,Ed e • , • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl EM*00 0 0 PLA'F69. GRIP,;,�• TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.27 9-10 >864 240099 MTUo ; 244J19�0• • TCDL 15.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.55 11-13 >413 12D.,, • • BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.13 7 n/a D/a • ', BCDL 10.0 Code FBC2010/TP12007 (Matrix) • Wetglat&lb FT`=`(!% • LUMBER BRACING '• • • ••• •'••`• TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly-applied or 2-2-11 oc• BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 2=1034/0-8-0 (min.0-1-9),7=1034/048-0 (min.0-1-9) Max Horz 2=44(LC 7) Max Uplift2=-728(LC 4),7=728(LC 5) Max Grav2=1298(LC 10),7=1298(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=3908/1439,3-14=3869/1447,3-4=-2916/1142,4-5=-2861/1145, 5-6=2916/1142,6-15---3867/1446,7-15=-3906/1438 BOTCHORD 2-13:L--1326/3756,12-13=-1320/3756,11-12=-1320/3756, 10-11=-1003/2840, 9-10=-1352/3787,7-9=1352/3787 WEBS 3-11=1009/368,4-11=-80/332,5-10=-79/331,6-10=1004/367 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,,rn=15M cat ;Exp Q Encl.,GCpi=0.18;C-C Exterior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 21-1-6; Lumber C D �MXd)g f�OIp�C�D� DOL=1.60 3)Provide adequate drainage to prevent water ponding. CONSLLTM PA 4)The solid section of the plate is required to be placed over the splice line at joint(s)12. G1t/57R.IC7111 A 5)Plate(s)at joint(s)4,5,2,3,13,11,10,6,9 and 7 checked for a plus or minus 0 degree o o its center. PE 72149 i29 ldIDi95512 6)Plate(s)at joint(s)12 checked for a plus or minus 4 degree rotation.about its center. 'W sat nhT Imo,KoFVA 3365 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a ads. 7M-(M)2&2-6Z5- Continued -'(ams)zb2-bas' Continued on page 2 - MAY 2 1 2015 Job Truss Truss Type Qty Ply 4-4-15 H1 ROOF TRUSS 1 1 A0023188 Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:15 2015 Page 2 ID:6zgt6 CgzYTNBBuTG7CVlxzUNnw-6Mz6Ub2WgtDSU6vzj6VTNlgEcsZBJzZLOJFIidzEFhM NOTES 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at--lb)2=728,7=728. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i i • •••••• 0 • • • + • • • • C2MLTW X BJGtfE*_A;FA C11Ak./STRIC1lil?AI. f'.£12243 E8.VoOW 1110 613%h TERRACE F9A1'!,MOODA 3385 TEL-OM)262-6215• 'FAX-(3M)2&2-WW MAY 291.5 Job Truss Truss Type Qty Ply A0023189 4-4-15 J1 ROOF TRUSS 4 1 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:15 2015 Page 1 ID:6z9t6_CgzYTNBBuTG7CV1)¢UNrnw8Mz6Ub2wgFDSUSvzjSVTNlgJwsncJl GLOJFlidzEFhM -1-4-0 1-0-0 1-4-0 1-0-0 i Scale=1:4.9 XAXX! y 2.50 12 2 3 I i i 0 DKA to 1 y T1 �s O 0 ' Qo 0 �o o Ao Ao 0000 • • •0 • • • • 000 0000•• doso so 1-0-0 0.00 • • and 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ltd•• •• PLATZES••••GRIP ease* TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.00 2-3 >999 248•• •• ...• 06:066 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 2 >999 189*• .' • • • BCLL 0.0 Re Stress Incr YES WB 0.00 HorzL 0.00 3 n/a n/ •• • .000000 0••••• BCDL 10.0 Cod � ) Code FBC2010/'TPI2007 (Matrbx) ��•:•� Weight elb FT=O'/&* • 0000•• LUMBER BRACING �'• • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applieddior 144 ft*•• • • 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) 2=320/0-5-0 (min.0-1-8),3=-145/Mechanical accordance with Stabilizer Installation guide. Max Horz2=70(LC 4) Max Uplift2=-601(LC 4),3=-194(LC 10) Max Grav2=434(LC 10),3=309(LC 6) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;175rnph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf,h=15ft;Cat.II;Exp C; Encl.,GCpi=0.18;C-C Ezterior(2);Lumber DOL=1.60 plate grip DOL=1.60 L 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at--lb)2=601,3=194. 4)Beveled plate or shim required to provide full bearing surface with truss chord at joints)2. 5)"Semi-rigid pitchbreaks with foxed heels"Member end.fodty model was used in the analysis and design of this truss. LOAD CASE(S) StandardIF dIVE �IpD®�9�D Q Q0 CONULTNS E9JG8EE13—A,PA CNIL/STRI TWA P.E.?1249 EEL OOMM WO sm.3'.kb TERRACE KA4,RjMDA 3396 TEI.-[30512624248, FAX-00)262-20W MAY 2 1 2015 Job as Truss Type Qty Ply A0023190 4-4-15 J3 ROOF TRUSS 4 1 Job Reference(optionaill 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:16 2015 Page 1 ID:Szgt6_CgzYTNBBuTG7CV1xzUNrrw-aZxUbc38RzLI5GUSGpOiwFDUNG6i2UWVFz?rE3zEFhL -1-4-0 3-0-0 , 1-4-0 3-0-0 Scale=1:8.5 ' I I I 3 - 2.50 12 I - 5 2 T1 . 1 B1 3x4= 4 3-0-0 •••• ' 3-0-0 0000 0000.. LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Vdefl •NJd••• PLATS: GRW9•:. TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.00 2-4 >999 aQ%. MT20. 24,4/190 . TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.01 2-4 >999 1jpp •••••• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a •ryi • • • • BCDL 10.0 Code FBC2010/TPI2007 (Matrbc) WeighV11 Ib •0000. .•.. 99 LUMBER BRACING •• •• •• • •••..• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood chest ing directly applied or 3-0-0 oc BOT CHORD 2x4 SP No.2 purlins. • 9 0990:0 BOT CHORD Rigid ceiling diregily applied or jOLOJD%t bracigg. MiTek recomm 4 tht Stabili4e g gpd reclur8d ; cross bracing be installed duri^q Imsit ere ction,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=41/Mechanical,2=286/0-8-0 (min.0-1-8),4=25/Mechanical Max Horz2=104(LC 5) Max Uplift3=-80(LC 5),2=-430(LC 4) Max Grav3=168(LC 6),2=383(LC 10),4=50(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=S.Opsf;BCDL=5.Opsf,h=15ft;Cat.II;Exp C; Encl.,GCpi=0.18;C-C Ezterior(2)-1-46 to 1-7-10,Interior(1)1-7-10 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)Provide mechanical connection(by others)of truss to.bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except at--lb)2=430. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fbdty model was used in the analys s of c 91 LOAD CASE(S) Standard - CONS ILTAIG FA CN t./STRIG111 A M 27149 E9.O003B =0 SAL MTERIZACE KAI% 3365 TEL-!305)26?-8225 'FAX-(303)262-20W MAY 2 1 201.5 Job Truss Truss Type Qty Ply � - A0023191 i 4.415 J5 ROOF TRUSS 4 1 Job Reference(optional) 7.350 s May 18 2012 MITek Industries,Inc. Thu May 21 15:06:16 2015 Page 1 i ID:6z9t6_CgzYTNBBuTG7CV1xzUNnw-aZXUbc38PZUSGU9GpOiwFDRtG312UWVFz?rE3zEFhL -1-4-0 j 5-0-0 , 1-4-0 5-0-0 Scale=1:12.3 i ' 3 - 2.50 F12 I 5 2 T1 1 61 0 x4= � 0 4 5-0-0 •••• 5-0-0 *see ease.. Plate Offsets(X,Y): [2:0-7-5,Edge] • • !0! • e 0000.. LOADING (psf) SPACING 24-0 CSI DEFL in (loc) Vdefl eWde PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) -0.03 2-4 >999 2,p.. MT$0 s 24 ?1%0 TCDL 15.0 Lumber Increase 1.33 BC 0.26 Vert(TL) -0.06 2-4 >866 -1.89 • • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nae 0 e �•.�:••. BCDL 10.0 Code FBC20101TP12007 (Matra) go:••: ftTg 01.7 Ib OPT 10% • LUMBER BRACING 000000 a 0 TOP CHORD 2x4 SP No.2 'TOP CHORD Structural wood 9healhing directly applied or 5%%Q oL 0 BOT CHORD 2x4 SP No.2 purlins. 0 0 ;••••• 0 BOT CHORD Rigid ceiling direeV.8ppred or 10;0-Roc bracing.•••• MTek recommends that Stabiff;ejt aQd required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=138/Mechanical,2=360/0-8-0 (min.01-8),4=45/Mechanical Max Horz2=143(LC 5) Max Uplift3=-252(LC 5),2=-450(LC 4) Max Grav3=255(LC 9),2=483(LC 10),4=90(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=15ft;Cat.II;Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 484;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstandi rut tjoingb) except at--lb)3=252,2=450. o00 �p 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analy s ofm fid.--- CONSI9-T9JG Eta PA LOAD CASE(S) Standard Gly/STRZ71AAI. P.E.21149 EEL OOO A 7Xt0 6139Ih'T�MIN'S,RZODA 3385 T11-00)26242M. FAX-(3W)2&2-WA MAY 2 1 201-5 Job Truss Truss Type Qty Ply 4-4-15 J7 ROOF TRUSS 4 1 A0023192 Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:16 2015 Page 1 ID:6z9tl_CgzYTNBBuTG7CV1xzUNnw-eZXUbf38RzUSGU9GpOtwFDQBG o2WWFz?rE3zEFhL -1-4-0 7-0-0 1-4-0 7-0-0 Scale:3/4"=1' Camber=3/16 in I 3 i - 2.50 Ff2 i 6 5 T1 2 1 B1 n d e 4x4= 4 7-0-0 •••• 7-0-0 •••••• Plate Offsets X 2:0-7-5,Ed e • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl •LR'd•• PLATPS GIFP • TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) -0.11 2-4 >722 246•• MT20 • 244T1M�: TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.27 2-4 >289 1189o,4 ; •..' .;.• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a .q(g••• • • BCDL 10.0 Code FBC2010/TP12007 (Matrix) •••• We1''gj;26 Ib *ff 1.O% LUMBER BRACING •••••• • • TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing direcly applied or 6eo• BOT CHORD 2x4 SP No.2 purlins. ••• ' � • BOT CHORD Rigid ceiling diredt ftled or 10"Al;bracur..'•• MTek recommends that Stabi Iza and required cross bracing be installed during truss erection,in REACTIONS (Ib/size) 3=220/Mechanical,2=447/0-8-0 (min.0-1-8),4=65/Mechanical accordance with Stabilizer Installation uide. Max Horz2=163(LC 5) Max Uplift3=-339(LC 5),2=-477(LC 4) Max Grav3=354(LC 9),2=590(LC 10),4=130(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=15ft;Cat.11;Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-14-6 to 1-7-10,Interior(1)1-7-10 to 6-8-0;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 girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstandi 100 15 uplift at joint(s) except rigid ) chore 2=with " n�,ft� 6) `Semi-rigid pitchbn3aks with fixed heels Member end fixity model was used in the analys of'f lis truss PA LOAD CASE(S) Standard cift/511d1G1WAl. PF-22249 EI L M055t1 7270 51MT KA)A,RDFT DA 3365 TEL-(305)2614775• -FAX-(3M)762-2014 • MAY 2 1 2015 Job Truss Truss Type Qty Ply - A0023193 4-4-15 T1 ROOF TRUSS 6 1 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:17 2015 Page 1 ID:8zgt6—CgzYTNBBuTG7CV1xzUNnw-215svG3mCGTAJ03LgXYxTSmXBgEgnsieTdkOmWzEFhK -1-4-0, 6-0-0 , 9-10-8 , 13-9-0 1 19-9-0 21-1-0 1-4-0 6-0-0 3-10-8 3-10-8 6-0-0 1-4-0 I I Scale=1:36.8 i - Camber=5/16 in I 4x4= 2.50 F12 3x4= 4 x4 zz 3 13 14 35 �12 15 2 6 1 7 a 3x8= 11 10 9 8 3x8= 2x4 11 4x4= 3x8= 2x4 11 6-0-0 9-10-8 13-9-0 19-9-0 660099 6-0-0 3-10-8 3-10-8 .'6-0-0 •••• ••••• Plate Offsets(X,Y): [2:0-4-5,Edge],[6:0-4-5,Edge] •• • • ••• •• . . • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl .Wd:a e PLATES GwP TCLL 30.0 Plates Increase 1.33 TC 0.85 Vert(LL) 0.29 8-9 >797 2.49.• Mj-p . 24FMW TCDL 15.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.55 9-11 >415 •lkQ�•• • • ••• BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrbo •• •• Vv4pTft- p Ib 'PT V0% LUMBER BRACING •••••. . .• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaNrig directly applied or 2J613 8a BOT CHORD 2x4 SP No.2 purlins. • • :0960• • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling diree%oppled or 2-2 %bracin r•••. MTek recommends that Stabifl;ejt a0d required cross bracing be installed during truss erection,in REACTIONS (Ib/size) 2=1034/048-0 (min.0-1-9),6= accordance with Stabilizer Installation guide.(min.0-1-9) . Max Horz2=44(LC 6) Max Uplift2-758(LC 4),6-758(LC 5) Max Grav2=1303(LC 10),6=1303(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12-3828/1593,3-12=-3784/1602,3-13=-2744/1214,4-13=-2710/1221, 4-14=-2710/1221,5-14=-2744/1214,5-15-3783/1602,6-15-3828/1592 BOT CHORD 2-11=-1484/3673,10-11-1484/3673,9-10=1484/3673,8-9=-1500/3705, ` 6-8-1500/3.705 WEBS 4-9-252/774,5-9-1122/477,3-9=1123/477 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 - Encl.,GCpi=0.18;C-C Exterior(2)-14-6 to 1-7-10,Interior(1)1-7-10 to 9-10-8,Exterior( Be DOL=1.60 plate grip DOL=1.60 3)The solid section of the plate is required to be placed over the splice.line at joint(s)10. �-TM FA 4)Plate(s)at joints)4,2,9,5,'8,3,11 and 6 checked for a plus or minus 0 degree rotation ar. CIVIL/STRICripAL5)Plate(s)at joint(s)10 checked for a plus or minus 4 degree rotation about its center. M M49 E.a OoOVA6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a yads. Trim 8�1.MIERZAM I1M,�LOODA 3335 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstand nft at joirijs)(W3)26242* Fax•r3m33�ws. except at--lb)2=758,6=758. Continued on page 2 MAYS 1 2015 I Job Truss Truss Typo Qty Ply A0023193 j 4415 T1 ROOF TRUSS 6 1 .Job Reference(optional) 7.350 a May 18 2012 MITek Industries,Inc. Thu May 21 15:08:17 2015 Page 2 ID:az9l6 CgzYTNSBuTG7CV1xzUNnw-25svG3mCGTAiQ3LgXYxTSmXSgEgndeTdkOmWzEFW NOTES 8)"Semi-rigid pitchbreSks with fbasd heels"Member end fixity model was,used in the analysis and design of this truss. LOAD CASE(S) Standard I _ I Ili . . . ..•• .•.•.• • i • CONOLLT s EWSH `.r',PA am J S'th11c7wjL F.E.2ZWS fa a1006i31? . iile Sa.39lnte�ce�1.H.ORJDA 3365 711-(395)W-i226• 'FAX-(306)362-MM MAY 21 2015 Job Truss Truss Type Qty Ply A0023194 i 4-4-15 T1A ROOF TRUSS 7 1 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:17 2015 Page 1 ID:6zgt6_CgzYTNBBuTG7CV1xzUNnw-215svG3mCGTAjQ3LgXYxTSmb?gJtnggeTdkOmwzEFhK -1-4-0, 6-0-0 , 9-10-8 , 13-9-0 , 19-9-0 ,21-1-0, 1-4-0 6-0-0 3-10-8 3-10-8 6-0-0 1-4-0 Scale=1 Camber=138 in I _ i .12 4x4 11 2.50 4 2x4 II 13 2x4 II 3 12 5 CV 11 14 6 CD m 2 7 s a de 0 4x4= 10 9 4x4= 3x4= 3x4= 3x4= 6-0-0 , 13-9-0 , 19-9-0• • 6-0-0 7-9-0 6-0-0 • Plate Offsets X, 2:0-7-9,Ed e,[6:0-7-9,Edgel • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl •Vel••• PLATLS GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.10 6-8 >999 2x10•• MTZO • AIM*. TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.22 8-10 >719 018g••0 •••• 60,609 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.02 6 n/a 601696 see* e•• • • BCDL 10.0 Code FBC2010/TPI2007 (Matrix) •• •• Weighl:76 Ib •Off •0% 000 LUMBER BRACING """ ' • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood 9heathiMg directly tQplied or 3.2t4 0o BOT CHORD 2x4 SP No.2 purlins. • • • • • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling diretlj.a'ppled or 6-0-0L4q,bracin§"0 ; MiTek recommends that Stabi Iawff and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=243/0-8-0 (min.0-1-8),10=1124/0-8-0 (min.0-1-11),6=700/0-8-0 (min.0-1-8) Max Horz2=-44(LC 7) Max Uplift2=-356(!C 4), 10=592(LC 5),6=-582(LC 5) Max Grav2=357(LC 13),10=1456(LC 9),6=870(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-282/674,3-11=-2751746,3-12=-204/631,4-12=-202/684, 4-13=1950/922,5-13=1987/915,5-14=-1927/844,6-14=-1970/834 BOT CHORD 2-10=-6651344,9-10=277/626,8-9=277/626,6-8=761/1895 WEBS 4-8=550/1439,5-8=517/330,4-10=-1467/705,3-10=-598/364 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;Cat II;Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 9-10-8,Exterior( - - -10-8;tumber DOL=1.60 plate grip DOL=1.60 (go-a®ngoO Nil. 91(g)ram 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 1.0.0 psf bottom chord live load nonconcurrent with ar yffads. T PAa5)Provide mechanical connection(by others)of truss to bearing plate capable of withstand gatjoint(s)PE22145 ES s '�511 except at--lb)2=356,10=592,6=582. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analy sf this 1:10MAL M TERRAM MAI'@,FLORIDA 3355 Ta-(M5)2624225- FAX-(30S)7b1-Y01�1 LOAD CASE(S) standard � MAY 21 M Job as Truss Type Qty Ply A0023195 4-4-15 T1 B ROOF TRUSS 2 1 Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:18 2015 Page 1 ID:azgta_CgzYTNBBuTG7CV1xzUNnw-WxfFWOyac1 LaeYOE3A7glli4cmWKSniHUyJyzEFhJ -1-4-0, 3-11-9 •, 6-7-8 , 8-7-8 ,9-10-8,11-1-8, 13-1-8 , 15-9-7 , 19-9-0 ,21-1-0, 1-4-0 3-11-9 2-7-15 2-0-0 '1--3-0'1-3-0' 2-0-0 2-7-15 3-11-9 1-4-0 I Scale=1:36.8 Camber=5/16 in 4x4 2.50 12 4x4= 4x4 3x4-- 5 6 7 3x4 zz 3x4 4 19 208 3x4 zz 3 9 01 21 2 18 2-6 0 05 10 1Bi Q a 11 I� 3x8= 17 16 13 12 3x8 2x4 11 6x8= 15 22 2314 6x8— 2x4 11 5x8 z� 5x8 3.50112 3-11-9 6-7-8 8=7-8 11-1-8 1 13-1-8 1 15-9-7 19AM'. •••••• 3-11-9 2-7-15 2-0-0 2-6-0 2-0-0 2-7-15• 3- 1- Plate Offsets(X,Y): [2:0-4-5,Edge],[5:0-0-13,0-2-0],[7:0-0-13,0-2-0],[10:0-0-5,Edge],[13:0-5-4,Edge],[14:0-2-8, ],[15:0- , ],[16:0-5-4, ge] • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl •I•Jd••• PLATS GRIP • TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.29 13-14 >802 240•. MT20 • 24?1'9b•: TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 14-15 >438 '1$p..' : •..' •;••• BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.12 10 n/a 0g/j•�� • • BCDL 10.0 Code FBC2010/TP12007 (Matrbo •.••• Welgji:• 1-10%•96 Ib 1 0% • LUMBER BRACING •••••• • • TOP CHORD 2x4 SP No.2 'TOP CHORD Structural wood sheathimg direcf%aeplied or 2.4.15 eo BOT CHORD 2x4 SP No.2*Except* purlins. . • a .0 • . 61:2x4 SP M 30 BOT CHORD Rigid ceiling dire&Ui1pp2ed or 4-§4%gbracin fl'•'•; WEBS 2x4 SP No.2 MTek recommends that Stabiftwi aid required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1083/048-0 (min.0-1-10),10=1086/0-8-0 (min.0-1-10) Max Horz2=-44(LC 7) Max Uplift2=-795(LC 4),10=798(LC 5) Max Grav2=1365(LC 10), 10=1369(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-4192/1738,3-18=-4164/1742,3-4=-3789/1708,4-19=-2528/1184, 5-19=2515/1187,5-6=-2486/1187,6-7=2484/1191,7-20=-2515/1192, 8-20=2529/1189,8-9=3812/1724,9-21=-4178/1752,10-21=-4206/1748 BOT CHORD 2-17=162614039, 16-17=1626/4039,15-16=-1683/3955, 15-22=1033/2462, 22-23=-1033/2462,14-23=-1033/2462,13-14=17221.4017, 12-13=1655/4086, 10-12=-165514086 WEBS 7-14=107/333,8-14=1916/845,8-13=-499/1304,9-13=383/59, 5-15=-.44/297,4-15=-1868/813,4-16=-487/1285,3-16=393/66 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.Ops h5 11;Exp C; C N&LTYY 13rG@JFJ:�FAEncl.,GCpi=0.18;C-C Extaiior(2)-1-4-6 to 1-7-10,Interior(1)1-7-10 to 9-10-14,Exterior 2) 1 12-10-14; /S Lumber DOL=1.60 plate grip DOL=1.60 FF-Z2245 FriOOO 55t� 3)Plates checked for a plus or minus 0 degree rotation about its center. mm 51 MIEWAM MAA,KDWA 3355 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a y ads. m-(X5)26242S FAX-025)262-WA Continued on page 2 MAY 2 1 2015 Job Truss Truss Type Qty Ply � - i 4-4-15 TIB ROOF TRUSS 2 1 A0023195 Job Reference(optional) 7.350 s May 18 2012 MTek Industries,Inc. Thu May 21 15:06:18 2015 Page 2 NOTES ID:6�CgzYTNBBuTG7CV1:zUNnw-ViWF6c4Oyac1LoeYOE3A?glli4crnWKSniHUyJyzEFhJ � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=795, 10=798. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hangers}or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 40 Ib up at 9-8-0,and 64 lb down and 40 Ib up at 1048-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I � LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=-75,6-11=-75,2-16=-20,15-16=20, 14-15=20,13-14=-20, 10-13=-20 " Concentrated Loads(lb) i Vert:22=51(F)23=-51(F) 69•• 9999 ..•... 00 0 996.04 •• . ..•.•. 6••96• . • • ••.•.. ..•. • .9 9.96. •• 6• •. . 999..9 99.9.9 • • • . 9999.. 9999•• CO SILT11IG PA CIV ./ST7Rlli.TIAYAI. PE 22145 E06 00055B M20 6139th?ER ACE t11^FLORIDA 3355 TE{.-DOW 261-6715- 'FAX-(305)2r92-WW MAY 2, 1 2015, Job Truss Truss Typ13 Qty Ply i - A0023196 i 4-4-15 V11 KINGPOST 1 1 Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:19 2015 Page 1 ID:8z9x8_CgzYTNBBuTG7CV1xzUNnw- 8DdKy50jukuyjDkMPYtr LU5uFgE=DVr0zEFhl 6-0-0 12-0-0 , 6-0-0 6-0-0 Scale=1:19.2 1 - I j 2.50 Ff2 4x4= 2 67 5 T1 �TI�8 W1 3 1 3x4= 2x4 II es 3x4 6-0-0 12-0-0 ." 6-0-0 :640- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl 'PJE;•• PLA?ES• GRIP'••• TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) n/a - n/a 4 Se•• MT20• 244/190 • TCDL 15.0 Lumber Increase 1.33 BC 0.23 Vert(TL) n/a - n/a 980.. .. . :0 0 0.: BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a 'q/g..' ; '..' BCDL 10.0 Code FBC201 d/TP12007 (Matra) 0*0 0 0 0 WeA%33 Ib .:5=0% LUMBER BRACING 00-09- " ' 00 66" TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood 4MV&D directly applied or 6-0-0 Ci BOT CHORD 2x4 SP No.2 purlins. • • • • 000000 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or fill— &c bracipg. MiTek recommends that Stabiliaers and requr cross bracing be installed duriAg 4s4erection,in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 1=180/124)-0 (min.0-1-8),3=180/12-0-0 (min.0-1-8),4=511/12-0-0 (min.0-1-8) Max Uplift1=162(LC 4),3=162(1_C 5),4=376(LC 4) Max Grav1=234(LC 9),3=234(LC 9),4=656(LC 9)' FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-472/359 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;Cat.11;Exp C; Encl.,GCpi=0:18;C-C Extetlor(2)1-5-0 to 4-5-0,Interior(1)4-5-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0;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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstand' g I Ou in uplift at joint(s) except(jt=1b)1=162,3=162,4=376. n� > p � 7)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the analy is o is ss C FA LOAD f LOAD CASE(S) Standard Com'/STIRIVURAL P.E 22145 E5.000V11 i22ID$A MMWACE KM,FLORA 3355 TEL-(M)262-fiZ5 'FAX-MW 762-WW MAY 12 1 2 01.5 Job Truss Truss Type Qty Ply i A0023197 44-15 V16 HOWE 1 1 Job Reference(optional) 7.350 s May 18 2012 MITek Industries,Inc. Thu May 21 15:06:20 2015 Page 1 ID:6z8t8_CgzYTNBBuTG7CV1xzUNnw-SKn?XI6eUBslatnwVf5e45OBxtSF Ih49bz3NrzEFhH 5-5-0 1 8-0-0 1 10-7-0 1 16-0-0 5-5-0 2-7-0 2-7-0 5-5-0 I Scale=1:25.6 I 1 I ' 4x4= 2.50 12 3 2x4 11 2x4 11 9 T10 2 4 11T1 12 1 5 I 3x4= 8 7 6 3x4 zz 2x4 11 5x6= 2x4 11 5-5-0 8-0-0 10-7-0 as 5-5-0 2-7-0 2-7-0 . 5-5- • Plate Offsets(X,Y): p:0-3-0,0-3-01 a . , . LOADING (psf) SPACING •2-0-0 CSI DEFL in (loc) Vdefl V&:oo PLATES GR#P • TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) n/a - n/a 99&.. MTD • 24419(t': TCDL 15.0 Lumber Increase 1.33 BC 0.15 Vert(TL) n/a - n/a OU • • • BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a • • BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) M�:•go Weiih44-A Ib W=a% onLUMBER BRACING •••••• • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly]ppkd or 6-9 .04• BOT CHORD 2x4 SP No.2 purlins.. • . . . . WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly gpplibd or 10-"9r,bracint!•••; MTek recommends that Stabili2ars"anD required cross bracing be installed during truss erection,in REACTIONS All bearings 16-0-0. accordance with Stabilizer Installation guide. (lb)- Max Uplift All uplift 100 Ib or,less at joint(s)7 except 1=124(LC 4), 5=124(LC 5),8=272(LC 5),6=-272(LC 4) Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except 8=517(LC 9),6=517(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-400/287,4-6=-400/287 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;Cat.II;Exp C; Encl.,GCpi=0.18;C-C Exterior(2)1-5-0 to 4-5-0,Interior(1)4-5-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0;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 10.0 psf bottom chord live load nonconcurrent with anw,o ds. 6)Provide except at--lb)mechanical 5=124,8=272 others) 2j2 of truss to bearing plate capable of withstands g 0 at joint(s) 04/ PA STRJMWA 7)"Semi-rigid pitchbreaks with fixed heels"Member end foaty model was used in the analysi d g f this trus ff-1Y143 EI3.Wow WO 51 M*7MW.4 9 FAN'@,K.00A 3355 LOAD CASE(S) Standard TM-(3M)abs-v2*• 'FAX-(30)2&2-WW MAY Job Truss Truss Type Qty Ply i 4-4-15 V3 ROOF TRUSS 1 1 A0023198 Job References(optional) 7.350 s May 18 2012 MITek Industries,Inc. Thu May 21 15:06:19 2015 Page 1 ID:6z9t8_CgzYTNBBuTG7CV1xzUNrnw SDdKySojukuyjDkyxaPYtr1WUBYFrFxxxDVrOzEFhI 2-0-0 , 4-0-0 , 2-0-0 2-0-0 Scale=1:7.6 • 3x4= 2.50 ff2 - 2 3 1 T1 T1 • • , ' 4-0-0 ... Plate Offsets(X,Y): [2:0-2-0,Edge] G LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl •Leld •a PLATB6 GRIP • TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a 9099* M120 • 244:fW 0 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a too..4 : sees •.••s• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a • BCDL 10.0 Code FBC2010lrP12007 (Matrbx) �y0 : Welgj •6.Ib W 1_10%•• •• • • •••••• LUMBER BRACING •Goes• • • TOP CHORD 2x4 SP No.2 'TOP CHORD Structural wood sheathing direcilyapplied or 44•© eo• purlins. . s :0000 • . BOT CHORD Rigid ceiling diredt ,*p:ed or 1gr0-PAp braciV.•"•; MTek recommends that StabirbiW add required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=96/4-0-0 (min.0-9-3),3=96/4-0-0 (min.0-9-3) Max Upliftl=-151(LC 4),3=-151(LC 4) Max Grav 1=141(LC 9),3=141(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 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;Cat II;Exp C; Encl.,GCpi=0.18;C-C Ex(erior(2);Lumber DOL=1.60 plate grip DOL=1.60 t 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except(jt=1b)1=151,3=151. 6)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the analys'wi j design or this Vuss. LOAD CASE(S) Standard O[P� D U QQff'f�� CO 4MILTWI FA CNIL/STRICTWAI. RE 22149 EBL 00050 'Wo s)ti M-tEMAM I1M,RDMA 3355 TEL-(905)2626725• FAX-(_4M)2&2-WW MAY 2 1 2015 Job Truss Truss Type Qty Ply ' A0023199 j 4-4-15 V8 ROOF TRUSS 1 1 I Job Reference(optional) 7.350 s May 18 2012 MiTek Industries,Inc. Thu May 21 15:06:19 2015 Page 1 ID:6zM_CgzYTNBBuTG7CV1xzUNnw=BDdKySojukuyjDkyxaPYtr?ZU2SFrF)=DVrOzEFhI 4-0-0 , 8-0-0 , 4-0-0 4-0-0 —� I Scale=1:14.8 I I 2.5012 3x4= 2 T1 T1 1 3 81 3x4 3x4 Zz 8-0-0 •••••• 8-0-0 +.�.•••• Plate Offsets X, 2:0-2-0,Ed e . • • . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl •L•/d a•e PLATOS GRIP • TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a 989•9 MT90 • 2411tb': TCDL 15.0 Lumber Increase 1.33 BC 0.39 Vert(TL) n/a - n/a 999.. ; •.•• .;••. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a • • BCDL 10.0 Code FBC2010/TP12007 (Matrbx) 'y0 •: We'14 '2,9 Ib ' f=•0% •• •• •• • •••••• • LUMBER BRACING •••••• • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direct applie6.0%d or 6 �ee• BOT CHORD 2x4 SP No.2 purlins. • a • '•'• • • BOT CHORD Rigid ceiling direLrtj*ftled or 74-4.qp bracing'•••; MiTek recommends that Stabiraug add required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=246/84)-0 (min.0-1-8),3=246/8-0-0 (min.0-1-8) Max Upliftl=-249(LC 4),'3=249(LC 4) Max Grav1=326(LC 9),3=326(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-689/677,2-3=-689/677 BOT CHORD 1-3=-629/651 NOTES 1)Unbalanced roof live loads have been considered for this design. s 2)Wind:ASCE 7-10; 175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf,BCDL=5.Opsf,h=15ft;Cat II;Exp C; Encl.,GCpi=0.18;C-C Exterior(2);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 10.0 psf bottom chord live load nonconcurrent with a 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstands ig t0fiffabuft except Qt=1b)1=249,3=249. 7)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the analys s of this trusr%aL / FA LOAD CASE(S) Standard PE 27249 F.8�I®55T! Wo 531.3ffi-MWAM KAK,RAWA 3396 TEL-1305)263-6723• 'FAX-(3051362-2®14 MAY snn,cruaa� " SKH — Standard 450 skew hanger allows for a 40° to 50` skew range, without hanger modification. SKHH— For heavier.applications. 14 or 16 gauge '- Finish: G90 galvanizing;SKH26UR-GC&SKH210UR-GC—Gold Coat "f,�^', t." Options: SKH26UR, SKH28UR, & SKH210UR are available in Triple Zinc. •``��'•` To order, add TZ to stock number,as in SKH26L-7Z, ti SKH26UR,&SKH210UR are available in Stainless Steel.To order,add ° ' SS to stock number, as in SKH26L-SS. Codes: ESR-1781, FL13285, Dade County, FL 07-021420, FL570, LA. City RR 25843 SKH26R g Installation: Right skew - Use all specified fasteners.See Product Notes, page 11. • The hangers listed are for standard sizes and will accommodate a 400 to 50° skew - range. • Most sizes do not require a miter cut for installation. Refer to chart footnote - � - identified with an asterisk. _. ,. Illustrations show left and right skews. (SKH—L=skewed left;SKH R=skewed right) - - For I-Joist installations, web stiffeners are required. - Refer to illustration for staggered I-Joist application for double 2-, 25116-, and 21/2" models. o SKH26L For double I-Joist installations, web stiffeners between 1-Joists are required. Left skew .., AVAILABLE IN Right skew Left skew ACOAT t1ve malls at angle 0000 + Fastener Sdudule'•' M-M%8 Loads(Lbs•) •♦♦ • •••• Neader Jolst DF-LISP S.F.F • • • s USP stew Floor Roof U i Code • •♦i• Beam I.bist size Stock Na Rei No. Ganga W H D qty Type qty TYPe 100% 115/, 125'/ 1 915% 725' 1 Ref. 2 x 4 SKH24UR SURIL24 i6 1-9116 31k 1-718 4 1611 4 lad x 1-12 510 510 510 565 475 510 510 565 6,F3 f.RS i • ♦i 2x6-8 SKF12610� SURRA • SKF2MA-GC __ 16 '1-9/16 5-114 171 6 N118C-GC 6 6wd1�xD am BE MO 015 •715••62D ✓ ♦ 5 2x8-10-12 SKH28UR __ F30,M:RSO •• 16 19(16 7-114 1718. 10 16d 8 1Ddx 1-12 11380 j 1465 11465 1 370 1465 1 • i♦• SURIL210, 2 x 10-12.14 910121DL02 SURIL.214 76 1 X16 9-1/4 17/6 17M,14 . 16d 10 10d x 1-12 • •i • • • i • 96:0 5�-t210UR-GC __ 1 M 1790 15: jj7M 1780 15% • 14 MW-GC 10 NI&W • • • 13/4 x 9-141-14 SKH172X R SURA1.8119 16 11 8118 1718 14. 1011 10 i8d x 1-12 1625 10 20:10 156 1400 1610 , • • •••• ♦• • i 1-3/4 x 11414-18 8011724URt SURd 1.8m1, • • ••♦••0 SURft.1.81/14 16 1-Y% 11-118 1718 16 Lod 10 i�(x1-12 1853 2135 232D 1565 AM %0 •• 2-2-18 z 9-1/4-14 SKH2O2D11R SURA2.119 16 2-98 9 -1-78. 14 1011 10 10d x 1-12 '1625 1870 2D30 1565 1400 1510. 175D .1 550 2-2-118 x ti-114-18 SKHM&R SLIRA2Ml, 16 2-1B 11 1-718 16 10d 10 10d x 1-12 1855 2185 2329 9 1600 1gg0' 2650 1550 SURfizin1 2-114-2.3/!6 x 6, SOMMU91/q-14 _ X297/9 16 2-38 &718 178 14 1011 10 10dx142 1625 1870, ZDV 11 5 [1100 1610 1750 •1650 �' R5 2U4-26/16x 80=4UR SURAZR/11, 16 2-316 10.78 1718 16 1011 10 10dx1-12 1855, 2135 2329 1585 16� 1840 2000 1565 1.1-1/4-7B SURU.37H4 9 x 6-8 SKH86L -- 16 2 6 4-314 1318 6 16d 6 Lod x 7-12 9S0 1025 1�5 716 810 1895 930 3x8.10-12 SKH3KM -- 16 2-9M6 16.3!4 1318 10 16d 8 10dx1-12 113M 1565 13&5 1360 999D 1370 1490 1240 3 x 10-12-14 SKFp9q iR -- 16 2-9116 8.3/4. 1318 14 1611I 90 I7 x1 12I 9930 2220 2265 1 1665 1915 2085 1659 3x12-14-16 SKH312LR2 -- 16 2-8M6 10 314 19/6 96 1611 70 1011 x 1-12 221D 265D 2500 1565 1905 2180 2380 1559 2-12 x 9-141-14 SlD f252DL1R SURB 2„819 16 2-9116. 8.58 171 14 10d 10 106.x 1-12 1625 1870 2030 1565 MW 1610 1780 1650 2-12 x 11-1/4-18 3>0r252411R SURR 256PI7, gU 4 162-918 1.0-3/4 17/8 16 1011 10 10dx1-12 1655 2735 M 1565 16M 1640 200D 1559 2516x9-1M-14 -- 18 211[16 811/1 1718 14 7011 10 1011x1-12 1625 1870 2D30 1565 1400, 1610 175D 1550 2-58 x 11-1/4-16 SKFr182AUR -- !8 211[16 1019[16 1718 '16 1011 10. 1�x 1-l2' 1855 2136 2320 1565 1600 1 1650 1)Upfift Wads Dave bin kcreased 60%W WMd,end sesndc back,no fivitw hK2 aha!be pemd8ed, 2)10d x 1-12 nab aid 1110-W are 9 gauge(0.•146'x}by 1-12'Wag. . 3)M>k*nm mil embedmit Md be 9-12'iOr 10d MIS mttl 7-Wfor 16d ad N16C-GC tell&, continued on next page 1-800-328-5934-www.US.Pconnectors.com _e_ ger, °•--'. ��--. � ��-�k 'a�l,L•4� �'RS� � � �,,.s� � �& $i'' • �,"¢ £i i xis ¢� 9�:��3�"� � ��'��g* �_' m.•,�;*� o .�. .:3 u Y "F _ •a'• Is $ANG r •�J t�' 1 e�+ 'C' �� ry�lr.�%'�}`-s', 7 F^ k._ ,?',�H,r" �..°.�, �'.,r7� � '�v�".�r' ��a+� � �r��.,.� 7 � 't�e'Lr t C �'��y 9 g s � �_-•y.� �° o •€ e �.a ��r:�.d��'' ,��''`��i �ss�du=.:,��:�" . -, r„��si��.��fir„�rss..��,c�,r ..x,.:�:�° ��sMi�� _:Via. .�z.... ��,, .x',a .�- ,.� r .,y ,�#_•_<_�.Y>� }z§ v � � 8 �{� a,�� • ag +I� 'a o - ,{r i� e` �y� ��k � 8:'a'r.'�,�e I r�o ��e j v Y'dro• d�'m ,7 a d'e �:; xa is�t{A.n• .p.. 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S 4 ,I r S U� s�yrtii i l( fIS+t�f I•�i{ II Xi1t ! ! + ti G t�� ( �'t C> � D�I1Gb11�'AL BRACE; 12 a or rester EATERxU`��BRAC� 5FjAC:iNG�D13� —� SPAN y 9 ,P,TCli'I: t SpACI .n,SP 0 y,{; : Up to 32' 4/12 8' 20 is Over 32'-48' 1 4/12 16' 10 7 Over 48'-60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace dapped at,least-2 Required �— ..trusses 10'or Greater Attachmerrt / Required _ !sem';` - sA es n t Top chords thatare laterally braced can buckle i togetherandaausecollapseMereianodiago- 1xtta t nal bracing.Diagonal bracing should benafled to the underside of the top chord when purlins are attached to the topside of the top chord .u:::I-:.t 1 .a Er' i,.y.. .,q�_.{,.li a.n'.q i !' i-�,�1 f'�`., 2.. '{�1ip�"4 ti. E �.. �•R;. Irphhi 7 +{i 1'( il(iI i �1{P,�ry�ryy��ry (u�L �. � T�P.�+i'iORLJ {,pryluy�{ppp1�91�t, n-? t a �.,- y,•, �a'�w•. ._Y IU.IG�I r'r! ,Hlfya yai ; IN�C+UM [N�. b�;C}iOD;! ��: DIG BRACEry +sr.t f�ka• T�ra��r ..., is :. 1 ynl6�Uu:t,. ,:d...:X.lhli•lf:;li::tl , ,."'_�'"�`q;F inr t. ".�+•'••-..'.` ♦ ..;5;: ITCHJ.I,(,! I T �L�'BRACB SF�ACING DB Ib I ! 12 e �y,:. •ire�•R utsU.dam.�:.u;l�lh`��fl SPNi) QIFFER SbACING LB i �f{!; #°trtysses a d – , r•+��e' + • !I Id !r u T 6 , i� i, �I:. q ,Ih 1;l t I I ri�l� i I �� {i I+� ! \ t S/� ..s�T �J� ��: z tt .a .0 X ,, ::• #` • �2� '3 •sYi+�s U to 28' 2.5 T 17 12 Over 28--42- 3.0 6� 9 6 • ••• �sl ��Y'a`< Over 42 -60 3.0 5 5 3 Over 60' See a registered professional engineer • DF 'Douglas Flr Larch SP Southt:rn Pine t HF .Hem Fir � s'SPF Spruce-Pine-Fir \\\ _ e• L:.a Continuous4Top Chord , ', �: \ '� Laterad erste � ..::All lateral braces Required. ,`napped at least 2 �— trusses _ Y 10'or Greater ` a Attachment : Required }:r _ x r+ - 0 L ryCO �y��G Top chords that are laterally braced can buckle y9QQ% togetherand cause collapse ifthereisnodiago- nWbracing.Diagonal bracing should be nailed ti to the underside of the top chord when purlins are attached to the topside of the top chord { + ' -SCi5SOR §TRIJ�J.S Frame 3 / \= BOTTOM •-. �`_,�► SOA61NG(DB1#trusses] See a regIstered professional engineer I PIN oU��3 ' I z" g. mp Y r`k�r`a .rts.'�....�,! ��6yx"��,�,.� `r�y,itA�E' �s.� 8 -�•-a��-^ 9 a ��5 -'�� • e0 i§� �� fys,� Cs�'�¢�'1"e t!$�'.P � 7E�v„�.- �'-;, y...�"'^ '�ys�E-'=?+�y. �` `��'�'" iy�"'x�s,,� *� ��:F��SStr-� ,�.k ur..;�.4 E. s`sr=-;�, y`;�us�`-•� ,r�_,. �- t5--ss .; ,.'�,a �z,,z^.� ::�F.3•s".v�,ryc,'+ � 'd��'�"��k .g�,:.l -,�:a��^> _ :�. �� '� �� _.S: �-.�.��>��`�' : 9t� s �e.� E�oV-��`a��- Y3:may. ,,6. • �;e ,_�-r� _,�-:f��:� '-.• � �'�'� ��-x'�`�. "s. y � r �'�' � r�, ��► c^r� F Fit �'i''"'``�� ti PARALLEL , .• . -. • • . _ . . I DEPTH Mm—=—Mnll ®_ m� WOO ••- •� EM _111A - - ►1 ►s - ON : F -46 MOR Rolm ■ Topp Chord* .1 tateral Brace"' z _' ... r��-, r� '��y".rx�4� ��,.,,- �-,- .,,•' ,.�'�'. � ttyy j�t9 as `�".-- TF • 0 ' C • ' O �1 'tolter are attached to the topsidi Attachment Required . I .X� !!�f�G■In S'�'��'�x k • ',�� u �la��y� ,'^°'��J�j - �'� {�7I. , �F}Yfi`.0 ��1,� L"i'YT 1� i !k,i pel fi-i �S � a R ,,� t � .� ry 5 r 4 Yfb., }`?��q��y{,y f bW� ui Si 6 12 TOP CHORD —l3 or TOP CHORD DIAGONAL BRACE \ greater <6 e• MINIMUM LATERAL BRACE SPACING(DBS 8, SPAN PITCH SPACING(LBS) SP DF I SPF HF \ t 24' 3/12 8' 17 12 O \ \ Overr 24'-42'1 3/12 7' 10 1 6 Over 42'-54' 3/12 6' 6 4 Over 54' See a registered professional engineer \� \ \ 7 D -Douglas Fir-Larch SP-Southern Pine c,. H -Hem-Fir SPF-Spruce-Pine-Fir \ \ \ All lateral braces lapped at least 2 trusses. Diagonal brace \ ' also required on end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle �— togetherand cause collapse ifthere is no diago- 10°or Greater nal bracing.Diagonal bracing should be nailed � i' _ to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment MONO TRUSS` " it • Requ ed tNSTALLATION'TOLERAI�CES"' ••'�' '••• !•• ! •i! ar�lr�—R ••11F Leng��i f�`• i. onj • • ..: ate '. Dfn) /5a D(ft) PLUMB t • • att +• Lesser of. 24" 1 2" 2, 12" 1/4" 1' L/200 or 2"• . 36" 3/4" 3' 48" 1„ 4. —�— . 60" 1-1/4" 5' - L(n) L(In) . 72" 1-1 2" 6' 84" 1-3 4" 7' I . . 96" r' a' Dr P h 1108" 2„ 9, II. ...... t'fa° Lesser of Din) 1./200 or 2" • I Lesser.of D/50 ort" Lon) U2oo ::C(ft) Oro U20Q L(ft) Maximum Plumb 50" 14" 4.2' 200" 1" 16.7' Misplacement Line 100" 12 8.3' 250" 1-1/4" 20.8' T 50' 3 1 2 0 it OUOF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. y 4 `fie' "• � ..� ; rt rP'. L: a � ;. .*.Si. !, YR:;' ra. .. .x s ,. ;ai `x'ar� '• :a::., .�� Yyt '�. ��' Fe. Z dblYb:S.'.J,•lei` ,.�,. S'.Z•? �'Gi�:53'J'S.:S}.LA. ry,t�'K. .1 1 Frame 6 RECETTED MAR 2015 8110III INC. By � A Construction Company License#(CBC1251654) (305)685.0412(Oft) 1404O NW&iwtwrt (305)688-9$50(Foo) North Miami,Florida 33168 CONSTR UCTION A C.�tEEMENT CUSTOMER: Mr.,and Mrs.Wallace ADDRESS: 518 NE 106$t CITY,STATEZIPi Miami Shores,F1.33138 PHONE: 203:788.7776 203.A17.6633 DATE: January 12,2415 ORONI,Inc. (hereinafter "ORONI'g,for and in consideration of the prices herein named, proposes to furnish the work, and/or materials hereinafter de.ser b,e d,, subject to the condMons below,for the.exclusive consideration of Mr. and Mrs. Wallace(hereinafter 11110 USTOWRI). ARCHITECT INFORMATION: Mark Campbell Architect.Plans dated June 2,2014 SCOPE OF WORT{:Addition of master bedroom,bathroom and closet.(678 SY) EPA's Renovation,Repair and Painting Final Rule(40 CFR 745)requires that renovation conducted for compensation on pre-1978 homes and child-occupied facilities,must be performed by a Firm that has been certified to meet all the requirements in 40 CFR 745.90. Test to determine the presence of lead in this property isnot included in the estimate,if it is determined that lead is present,an additional estimate with.additional charges w ll.be presented to the customer for approval. L Provide all product control,approvals under ORONT's scope of work if available. 2. Owner to pas'for$uryeys,permit fees,.Derm;county firms,HRS fees and arty special test required by building otl'icl its 3. Provide all necessary license and insurance-of Oronjlnc and subcontractors to the building officials for permit approval 4. Remove existing exterior doors and windows as per plan j 5, Remove all needed electrical,plumbing and mechanical fixtures as per plan. 6. Remove existing sod and shrubs in construction area(no tree removal included) 7. Clean up and haul away all construction debris. 8. Land preparation. 9. ®pen trenches for new footers for new addition. 1.0. Provide and install new#5 steal.re-bars for new footers. 11. Provide and pour concrete(3000 p.s.i,@ 28 days)for new footers. 12. Provide and install blocks and erect now exterior walls. 13. Prepare new tie downs,columns.and tie beams using 45 stool re-bars. 14. Provide and pour concrete(3000 p.s,i.@7a 28 days)for new tie downs,columns and tie beams. 15. Prepare new slab areas or floor wood jolsts framing: 16. Provide and pour concrete(3000 p.s.i.G"}a 28 days)for new slab areas. 17. Provide and install new roof joists over new addition area as shown. 18. Install new roof system to include 5/8 inch CDX plywood sheathing,base sheet#30 roof paper tin tagged,and#90 roof paper hot moped.Provide and install matching roof tiles as close as possible.Roof tile to be Spanish S,color fl=allowance max$100,00 x square: 19. Provide.and install new windows and door indicated in drawings provided forbid in standard sizes.All windows shall be PGT Windguard Impact Resistant,white frame,single hung or horizontal slide,clear glass(no tints),full view(no colonial Upgrades available upon request(i.e.different.frame color,tints,colonials,etc.). 20, Dining room work to elevate floor and wall demolition as specified in bid set of plans is included. 21, Apply stucco finish to all.new exterior walls. New stucco to match existing house as close as possible. Exact matching is not guarat►teed by©RONI. 22. Prime and.paint new exterior walls and trims of new addition only using Benjamin Moore mid- grade level paint(Super°Spec). Customer to select colors)of choice, 2 colors maximum. Each additional color shall be charged at$350.00/per color. 23. Provide and install fl=aming material for new partition walls as well as fire stops and exterior wall framing(i,e,metal studs/tracks,2x4,lxol,farring strips,otc.). 24. Provide and install insulation throughout new exterior walls only as well as new ceiling areas. Interior partitions shall not have insulation unless otherwise requested by customer as an upgrade. 25. Provide and;install new Winch drywall throughout all new framing material in addition areas only. All new drywall to be taped,compound and sanded in order to prepare for paint 26. Prime and,paint new drywall on walls and ceilings using BenjaminMoore,mid--grade level paint.(Super Spec). Customer to select color(s). 3 colors maximum. Each additional color shall be:charged at$350.00/per color. 27. Provide and install standard wood baseboard throughout new addition area to match existing house as close as possible. Matching shall depend on material availability; 28; Installation only of new wood floor for master bedroom and closet Bathroom and family room floor shall include tile installation only. 29. Clean up and haul away of construction debris and materials. 67 .. 30. New underground service to include 30 L.F.of trenching 30"deep inside the property.FPL to provide conduits and wiring and owner to pay for utility company's charge.Contractor will include new electrical panel and labor as specified. 31. Provide and install conduits and wiring for all now outlets,switches and lights for new addition area. ORONI is including 2 new smoke detectors installation,10 now ceiling,2 new wall lights, 15 new wall switches, 13 110 volt wall receptacles,3 exterior lights,3 exterior wall receptacles and one air conditioning unit electrical installation.Additional electrical points will be considered upgrades.An electrical point is defined as a switch,an outlet,a light,oto.Any additional eleadcal point requested by others,will bear an additional cost of $I 15.00 which will not include wall or ceiling repairs if needed. 32. ORONI shall include switches,trims and outlets in either white or ivory color. Special items small be supplied by customer(ie.dimmers,special trims,etc.). 33. If additional work is required by building officials or by code,contractor will provide An "Additional work Authorizations!'for the customer to approve. 34. Provide and install one new exterior panel and relocate the overhead service to new location behind the:new addition.Existing"meter can"will remain to serve as a junction box. 35. ,All electrical light fixtures and bulbs supplied by customer to include recessed light cam and trims of choice. 36. Provide drain and water lines for new bathroom and tie into existing line no more than 10 ft from new addition.area 37. Contractor assumes existing lines are approved by code, 39. Supply water lines as well as P.V.C.pipes for drainage.Contractor will connect existing cram lines to existing sewer system{15 lineal I included in price for new construction. 39. Provide drain and water litres from.existing sources to new location of fixtures or appliances. 40. Contractor is responsible for all plumbing fixture installation as per plan.Customer to provide fixtures,equipment and appliances to include water heaters; 41. Provide plumbing for two sinks,one toilet,and one shower as well as hose bibs in plans. 42. No septic tank or drain field included in this estimate. 43, Provide and install one new.Carrier or similar split A.C.system U EER minimum with thermostat and flexible duct work for addition area only.Prico will include the grills.and return duct work. 44. Permit cost,cityand county fees-of any kind.ORONI is not including any permit processing related to septic tank work. 45, Architecturallengineer services of any kind,surreys,termite treatment,and/or:any tests. 46. l i*tures and appliances(i.e.water heaters,faucets,tiles,grog tub,sink,washer`/dryer.:, faucets,lamps,recessed cans and(or trims,etc.). d 47. Pool related work of any kind. 48. Septic tank,drain field work of any kind including,but'not-limited to,replacement,new, relocat#om eto. 49. Cabinetry for kitchen or bathrooms,mirror,glass of any kind. 50. Matching of surfaces(i.e.interior plaster,stucco,ac.). 51. Door hardware or shower enclosures 52, Any gas work. 33. Lead residual removal and/or remediation 54. Asbestos test or special tests required by building officials. 55. Any structural work to existing members not specified in plans 56. Replacing existing roof 57. Roof insulation applied with hot moping, 58.. Alarms,low voltage or surveillance system,. 59. Removing any existing partition,drywall or plaster unless is specified in drawings. 60 Driveway,walkway or paver work of any kind. 61. Landscapnglirrgation/tree removal work of any kind. 62. Any other work not specified in this agreement, .63. Upfront work,demolition/portable,toilet/trash dumpster,land prep......,......46,785.00 64. New roofing work,..................................... ................ ... ..... .$12,300.00 65. Framing,windows,doors,flooring and structuraltbuilding work.................$42,990,00 66. Mechanical,Electrical and Plumbing work..........................................$19,600.00 67. Overhead and profit.................................... .... ........ ._ ..............$12,000.00 68. Total. ... ....... .............. . . . , ............ . ......,:..,..........$93,675.0:0 6% SOA at signing. 70. 10% to start 71. 10% alter demolition and footing for new addition 72. 10% after walls are up 73. 1.0°1 after roof is water tight 74. 10'/ after rough electrical:inspection. 75;. 10/6 after rough plumbing inspection 76. 10% after rough mechanical inspection 77, 10% after drywall installation 78: 10% after walls am painted 79. 5°,/o aper appliances and fixtures are installed 80. Contractor to maintain.a wo*ing,crew at job site during normal working hours(8-1:3'0 Ply unless weather,inspections.plan revision or other circumstances will not allow it. 81. Work will;be supervised by one of the Oroni"s supervisors on a daily basis 82: Customer understands that this agreement and its terms and conditionssupersede those found in the architectural drawings and general notes sections.This agreement is the only legal document for work contracted with ORONI INC.No verbal agreement will be binding,or enforceable. _.....:.. \�..-- .:�`�z °,.:�� ., �= :: r`a• - -: _ a-._� .. - �, � � ill ��`�- .��' 83, Unless otherwise stipulated In contract all General Conditions listed in this section shall be applicable. 84. ORONI shall obtain all applicable permits: Customer will reimburse ORONI for all permit casts incurred and:shall also pay OROM for prose sing of all-:permits. 85. In the event that it isrequired that the archite engineer;of reoord inspect the structural work performed,. ORONI shall be responsible for schoduling these appointments with the architects'engineer; Customer will be responsible for fees charged by arehitoWengineer for these inspections and/or consultations: 86. Customer shall be responsible for costs incurred for any and all special tests and/or inspections required by architeetlengineer and/or building officials 87. ORONI shall be responsible for schedulingall.huspectiorrs with the local building departments, 88 ORONI shall be responsible for any tri-inspection fees for details included in contract and drawings. Any inspections that fail due to daft that were not noted in drawings and shall be the responsibility of the customer. 89. ORONI shall be responsible for obtaining product control approvals(provided all products specified in drawings have a current product control approval)and shop drawings required for Issuance of local city permit on all windows and doors included in this estimate, 90. TILE INSTALLATION.If Included in scope of work,Contractor will install ceramic tiles In square lay out(standard);does not include glass tile installation,special borders,designs,Inserts,marble, grardte,Porcelain, stone or any other type of material unless it is.:specified. 91, ELECTRICAL.This agreement does not Includes any low voltage wiring of any kind to include but not limited to TV,AAlarm%Computers,Sound systems,Telephone etc.unless specific&In this contract. All electrical items marked on plans:as"new"will be included in price.Any other additional electrical. item will be an additional cost to customer.Any specialty item(chandeliers,non-standard tamps etc) tall will be insed at air additional cost to customer Electrical contractor will decide to use conduits or romex wiring at his discretion, 92. PLUMBING.All plumbing fixtures and appliances marked on pians as"new"will be installed; Appliances and fixtures to be provided by customer.Supply water lines will to done in PVC,CPUC or copper at contractor's discretion.Any additional plumbing Jets,shower heads or faucets will be Installed at an additional cost to customer.If different from plans,shop drawings must be submitted by customer of any equipment that will be used and prior is underground plumbing. 93. MECHANICAL.Air conditioning units and thermostat will be provided by contractor unless otherwise stipulated here in.Contractor is including flexible duct,grills etc:standard quality.No metal duct Is included unless specified,Contractor is including name brand specified in plans or similar brand. 94. DEMOLITION.Any demolition of flooring,walls or ceiling;, includes only one layer.Any demolition on concrete:surface includes 4"of removal only.If additional:concrete Is found,there tivill bean additional cost for customer.When opening trenches,if rooM rocks or any unexpected material-is found,customer will pay the additional cost. 95. ALLOWANCES.if allowances are specified,only the amount shown will be-treditod In case custsttcrer decides not to do such work.No overhead and profit will be credited. 96. REPAIRS.Customer understands and agrees that in case of repair of tine,marble;,stone etc,repair material will.be,chosen by customer.Contractor is not responsible for matchingsurfaces. 97. Customer understands and sous that during.the time that ORONI is providing permit and insurance for the protect under this agreement,there will be no other work performed by any other worka not covered by ORONI's Insurance unless a previous written agreement gists.If it is agreed that owner will hire someone else during the time ORONI's permit is open,custorner agrees to pay 15%of total amount paid to such company for;coordirration purpose cn1y,Company hired lty owner must be licensed,have liability and worker's compensation insurance.ORONI will not be responsible for quality'or duration of such Nv+ork. 98. ROOFMG If matching roof Vile is in the scope of wort,Tale Included is standard and does not Include. barrel file crony discontinued'or special roof tile.If work performed includes removing part or whaisy roo4 Customer understands and agrees that In case of rain,storm,hurricane or any othmacts of God, ORONI shall not be held responsible for damages caused by such acts to include,but not limited to, furniture,appliances„art work;flooring,walls or ceilings or any other suroice or item. However, OROXI will cover work area to the`best of its ability~ 99. WINDOWS.Ifincluded in contract,windows will bePGT impact resistant,full view,clear glass single hung and white frame unless otherwise specified. 1014.CRONI isnot responsible for the condition ofthe remaining structural members.. I Ol.Customer is responsible for the purchase ofall plumbing and electrical fixtures,ceramic tiles,setting materials, bathroom accessories,shelving and/or hardware unless otherwise stipulated incontract. Contractor shall provide installation of all fixtures as noted in contract, 102.This contact does not include the cost to purchase or install cabinetry,flooring,and bardwam for doors, window treatment,landscaping or irrigation unless otherwise specified in contract. 103.This contract dots not include any sidewalk,driveways repairs and/or replacement or ehimney work unless otherwise specified. Damages to sidewalk or driveways,during construction work shall be repairedat:customer's expense.Contractor will not cover sidewalk during construction. 104. ORONI shall keep the premises and surrounding area free fmm accumulation ofwaste materials or rubbish caused by operations under the contract. At completion of work,ORONI shall remove from and about the project waste materials,rubbish,tools,and construction equipment,machinery and surplus materials, Sand,mall paint chips,and other minor debris may remain behind;however,OROM shall take measures to assure that the majority ofthe debris for construction described in this agreement is hauled away. 103,ORONI shall perform all work according to standard practices within the:Florida construction industry as is consistent with the surrounding area and properties. ORONI shall comply with all manufacturer Specifications and Bade County Product Controls.All matters of construction performance,shall be in accordance with the criteria contained in the current edition on the`°Nattonal Association of Home Builders"(HAHB)publication,Residential Construction Performance Guidelines(RCPG).Prior to initiating any legal action or alternative dispute resolution proceedings,the parties shall consult the provisions found in the RCPG,and agree to resolve all applicable construction performartee questions or dispute In accordance with said provision.The RCPG shall be the standard of construction under tha contract;and binding as to the determination of any issues between the parties involving construction defect,quality,tolerances,appearance or condition of any proceeding brought in arbitration or before a court of law;The owner was informed that both.Contrnctor.and.Com Amor verstons of Residential Construction Performance Guidelines are available at WWOURderftoks.com or by catling 800.223- 266d 106.CLAIMS for consequential damages ORONI and the Customer waive claim against each other for consequential damages arising out_of or relating to this contract. This mutual waiver includes but is not limited to:rental,loss of use,income,profit,financing,business and reputation,loss of hwagomcnt or employee productivity,services ofsuch persons,contractor's principle office expenses,business reputation,loss of profit,eta 107.M>ibiATION.In the event a dispute shall arise between the parties to this contract,the parties agree to participate in at least four hours of mediation in accordance with the Construction Industry Mediation Rules ofthe American Arbitration Association currently in effect ale parties agree to share equally in the costs of the mediation.Mediation invoives each side of dispute Sitting,down with an impartial person,the mediator,to attempt to reach a voluntary settlement Mediation involves no formal cows procedures or rules of evidence,and the mediator does not have the:power to render a binding decision or force an agreement on the parties. 108.ARBITRATION.Ifa dispute is not resolved through mediation, the parties will submit to binding arbitration to address any contrclvcmy or claim arising out of or relating to this contract or relating to any changie orders or other changes or addendums to this contract.Tito arbitration shall be conducted by and according to the rules and procedures of the Construction Industry.Arbitration Mules ofthe American Arbitration Association currently in effect The Arbitration Award shall be binding upon the parties and shall be enforceable in any court of competent jursdietion.Both parties shall share the cost ofthe dispute resolution process equally although personal attorneys and witnesses or specialists are the direct responsibility of each party And their fees and expenses shall be the responsibility ofthe individual parties. 109.This agreement covers only the work specified herein and does not cover any additional repairs which are found to be necessary subsequent to the commencement ofthe.project. Any alteration or deviation from the specifications contained in this agxeemem,resttiting in any additional costs)not anticipated. herein,shall be deemed the financial responsibility of the Customer and shall be charged in addition to the amount of this agreement. 110.OKQN1 is;licensed and insured as required by Florida law. Notwithstanding saidcovemgq,ORONI shall not>be held responsibleforany damages caused by acts.of:God or any other circumstances bond its'control. Customer has the right to request atopy ofskidlicenseandi surance`tramOP.ONI 111.ORONI is not responsible for thecondition of. existing equipment or fixtures. All equipment and fixturesthat are to be installed by ORONI shall be standard. Non-standard:fixtures and equipment (manufactured outside of U.S.A.) Shall be installed for an additional charge. 0 112.OROM,is not responsible fbr damages to existing sad,grass,trees,sprinklers,water and sewer lines, septic tank,drain fields,power lines,telephone lines,usable lines,gas lines,driveways and sldewalks due to construction work an Customer's property. 113.Customer has the right to ask ORONI for lien waivers from all persons supplying materials or services. 114.All workmanship is warranted for a period of(1)year. Flat roofs(5)years and stoped roofs.(7+)years. This warratmty may become void due to negligence or mistreatment by Customer or by making any alterationlrepairs by any other person not working under Oroni Inc.guidance. warranty shall only be honored when payment under this agreement and any related additional charges aft remitted in Rall. Warmty is not tcattsferablevnies specified. 115.Customer understands.that he/she has certain rights under the;construction industries recovery fond.. Customer has received a copy of the"Notice of Consumer Rights under the Construction Industries Recovery Fund". 116.Time limits on claims:Claims by either party(except claims for money owed to Oroni Ince)must be initiated 21 days atter occurrence of the event giving rise to such claim: Claims must be initiated by written notice to the architect and the other party. Before Initiating any claim,Customer must allow ORONI the opportunity to correct the situation,. 1 IT Matching of surfaces:Whenever matching a surface it shall be as close as possible considering: availability of productandlabor. Ifrttnttcch gofpainh Customer.shall provide ORONI with paint color. ORONI does not guarantee exact matches on any materials. OROM is not responsible for patching of wood floors unless otherwise stipulated in this agreement. I i S.Payments:Payments are divided in stages, Customer understands and agrees that each stage must be paid before the following,stage can start. Payment shall be received no later than($)days,after invoice is received-by owner. A late payment fee of$50.00 shall be applied for every.15 days.that tha payment is late.. 119.Change Orders:Any additional work requested by customer verbally or written to employees, subcontractors or supervisors of Oroni Inc,or any additional work requested by building officials or architects,shall be considered an"additional work authorization".Such additional work shall be invoiced and paid in full before work is performed. 1204ustomer will pay for pottuble toilet in job site.Ifdue to contractor's fault,project is delayed contractor to pay for the additional time portable toilet is on site. 121.If at any time the job is stopped for a period of time that causes the permits to expire,party responsible:for delays will pay for permit renewal and any other cost involved. 122.Customer shall furnish survey's describing physical characteristics,legal limitations.and utility locations for the site of the project.and legal description of the site that ORONI shall perforin work at in accordance Suitt►this agreement and its documents. 123,Any design.errors lir omissions noted by ORONI during their review shall be reported promptly to the architect or the owner. However,his recognized that ORONI's review is made its capacity 4s:a contractor.and not as a licensed design professional unless otherwise specifically provided in this agreement and its documents. ORONI is not require to ascertain that the architectural drawings are in accordance with applicable law statues,ordinances,building codes or rules and regulations. However. any nonconformity discovered by or made known to ORONI shall be reported.promptly to the architect. ofrecord or the owner. If ORONI believes that additional cost(s)or time is involved because of clarifications or instructions Issued by the architect or the owner in response to ORONI's•observations or requests for information,ORONI shall make claims to Customer. ORONI shall not be:liable to the Customer or architect ofrecord for damages,time lost,expenses,or extra materials resulting from errors,inconsistencies,dimer rm,;betw.cert field measurements or conditions;omissions or changes of orders requested by the Customer,not originated on the originai agreement or in the original architectural drawings unless ORONI icily acknowledges such errors and knowingly falls to report them to the Customer or architect,otherwise Customer or architect must give ORONI written details or request for changes,errors,inconsistencies,or measurements,in which at this time ORONI will review them accordingly and decide to continue work°in progress,make changes or furnish the Customeror architect with an addendum to the original agement with the new specified changes and details that might include additional charges in which the partics involved will convene and:sign before any additional work is performO, ORONI may maitre substitutions only with the consent ofthe Customer,. atter evaluation of architect and in accordance with a change order. 124.ORONI shrill.perform no portion of the work for which this agreement and its doouments require submittal,and review of shop drawings,product+data,samples or Similar submittals until'flte rt�ptive submittal has been approved:by the architect or the owner:: 125.The architect of record may perform periodic visits to:the,ioli site(at Customers discretion)in order to insure and to keep owner informed about the progress and quality of the portion of the work completed, to determine in.general if the work is being performed in a manner indicating that:the work,when fully I completed will be in accordance with the contract documents,and to determine the date or dates of substantial completion,will receive and forward to the owner,for the ownees review and records, written warranties and.related documents requited by the contract and assembled by ORONI,and will issue a final certificate for payment upon compliance with the requirements of this agreement and its documents,however,the architect ofrecord will not be mqufrcd to snake w taustive or continuous on- site inspections to check the quality or quantity of the work. The architect of record will neither have control over or charge oto nor be responsible for the construction means,methods,Welmiques,.sequences or procedures,or for the safety precautions and programs in connection with the work. These issues are solely ORONI's rights and.responsibilities under this agreement.. 126.The term"day"as used in this agreement and its documents shall mean working day unless otherwise specifically defined.Completion;At this stage of the project,the work or designated portion thereof is sufficiently complete in accordance with this agreement and its documents so that the Customer can occupy or utilize the areas for their intended use. However,the Customer may occupy or use any completed portion of the work areas.only when such.portion is determined by ORONI,and local building authorities to be in compliance with codes,rules and regulations appropriate for residing or use ofsaid areas. 127.Customer understands that in the cases where stucco is applied,ORONI does not.guarantee matching or a specific stucco thickness even though it may be specified on thearchitectural drawings. 128.Customer agrees to allow OkONI to use pictures relatedto this project for advertising purposes on their webpage{www.ORONL9W without priorconsent or approval. 1.29.Customer has the right and should seek advice ofan attorney before signing this agreement ORONI hereby proposes to furnish algid labor-complete according to the abode specifications for the sum of Ws675.00 (Ninety Three Thousand, Sic Hundred. Seventy Five Dollars), Acceptance-Customer _ Acceptance-ORONI,Inc. 121 Date Florida's Construction Lien Law Protect Yourself and Your Investment According to Florida law, those who work on your property or provide materials, and are not paid-in-fbil, have a right to enforce their claim for payment against your property This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers,the people who are owed money may look to your property for payment,even if you have paid your contractor in full.This means that if lienisfiled against your property, your property could be sold against your will to pay for labor, materials, or other services which your contractor may have failed to pay.. This document provides information regarding Florida Statute 713, Part 1, as it pertains to home construction and remodeling,and provides tips on how-you can avoid construction liens on your property, Protecting Yourself. If you hire a contractor and the improvements cost more than $2,500, you should know the following: You may he liable if you pay your contractor and he then fails to pay his suppliers or contractors There is a way to protect yourself A Release of Lien is a.written statement that removes your property from the threat of lien.Before you make any payment;be sure you receive this waiver from:suppliers and subcontractors covering the materials used and work performed on your property. Request from the contractor,via certified or registered mail,a gist of all subcontractors and suppliers who have a contract with the contractor to provide services or materials to your property. If your contract calls for partial payments before the work is completed, get a Partial Release of Lien covering all workers and materials used to that point. Before you make the last payment to your contractor,obtain an affidavit from your contractor:that specifies all unpaid.parties who performed labor,services or provided services or materials to your property.Make sure that your contractor provides you with final releases from these parties before you snake the final payment. Always file a Notice of Commencement before beginning a home construction or remodeling project.The local authority that issues building g permits is required to provide this form.You must record the form with the Clerk of the Circuit Court in the county where the property being improved is located. Also post a. certified copy at the job site. (In Dieu of a certified copy,you may post an affidavit stating that a Notice of Commencement has been recorded.Attach a copy of the Notice of Commencement to the affidavit.) In addition, the building department is prohibited from performing the: first inspection if the Notice of Commencement is not also Bled with the building department. You can also supply a notarized statement that the Notice has been filed,with a copy attached.The Notice of Commencement notes the intent to begin improvements,the location of the property,description of the work and the amount of bond(if any).it also Identifies the property owner,contractor,surety,lender and other pertinent information.Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your Having to pay twice for the same work or materials. THE CONSTRUCTION LIEN LAW IS CCIOWLEX AND CANNOT" BE COVERED COMPLETELY IN THIS DOCUMENT. WE.RECOMMEND THAT WHENEVER A SPECIFIC PROBLEM ARISES,.YOU CONSULT AN ATTORNEY. To register a complaint for learn if complaints have been riled against a prospective contractor) contact the Florida Department of Business and Professional Regulation`s Customer Contact Center at:850.487.1395 or CaIlCenter@4bpr state.fl us Or write to.-Florida Department of Business and Professional Regulation 1940 North.Monr..oe Street Tallahassee,Morlda 3239x9-10:7 Or visit online at:www.MyFlorldaLicense.corn Miami Shores Village _- Building Department ,; )ON 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 i Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 tC� BUILDING Master Permit No. 12A,--,I,4 - (Jac PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( C� 16 b City: Miami Shores County Miami Dade Zip• 33 R Folio/Parcel#: t•22�� • ©)q' ®ZI Is the Building Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type: IC Flood Zone: U BFE: FFE: OWNER:Name(Fee Simple Titleholder):^'– dt + W�L �� Phone#: Address: �;R Icy t-r City: tA �. Jl. State: Zip: Tenant/Lessee Name: +v Phone#: Email: /� CONTRACTOR:Company Name: 0(��ojt l,ti� Phone#:AC C��'d-1 I Z— Address: `ISA -1'r�. /�1A-LJ l� f✓T' City ! \l State zip: Qualifier Name: J S h State Certification or Registration M L--IZS Certificate o Co n DESIGNER:Architect/Engineer: hone Address: City: _ State: ip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q t s f oy- –,-0 D d-brL- r A,,;:� D4�-A ],Ol.,-�- Ai L 5°7744 6W-7 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CJ7 CCF$ CO/CC$ Scanning Fee$ Radon Fee$_ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ _ Bond$ TOTAL FEE NOW DUE$ QZ) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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 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 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 AJ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20by �' l day of 20 I,E .by '50*") t� GdlceL� ,who is personally known to ��R-t./�NOOrL�� ,who is pe onally known me or who has produced nj Ff L�� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTA Sign: �..AA Si n: Print: Print Seal: tea `°� Seal: �`" r REBECA M.PASTRANA BECA M PASTRANA ��co ar�nssloN a EE672624 MY Co)MMISSION S EES72624 ` a EXPIRES:FemuW 07,2017 EXPIRES:February 07,2017 °F +k+e�k*ww�a�a��a*�x�x�w�s * �+k�x�x+x+F*a��*�xr�a��*a�+�x�+��ax��x�x*��a�x*»�x�***�x�w�*a�x��x�*��xa��e+►a��xa��x�x�x+e�+�s�a�r*��x*w�a�+r APPROVED BY Plans Examiner Zoning 5/ i® Structural Review Clerk (Revised02/24/2014) Miami Shores Village jzFBuilding Department ♦ J° 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MA � 201 0 Tel:(305)795-2204 Fax:(305)756-8972 BY:-- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20rC)2�6 BUILDING Master Permit No� I PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS JOB ADDRESS:�y I Iv ®1� %_ City: Miami Shores County: Miami Dade Zip,3313v Folio/Parcel#:I 4y`1Z-5! ` 01q- OV [ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: J"O ig� BFE: FFE: OWNER: Name(Fee Simple Titleholder): r®`l N tj3m4 _ Phone#:�1 - � f5 /V ` 76 Address: �N; I"e !®� City: tk_�,A-&�\ State: Zip: 331 Tenant/Lessee Name: �b Phone#: Email: CONTRACTOR:Company Name:�► z1wl�\ `�� Phone#?0�- Address: u' e6 City: a v``1 k t State: Zip: l Qualifier Name:®(L Lj",-, �L��f�� Phone#: State Certification or Registration#: cgc-I Z�-t S -1 Certificate of Competency#: DESIGNER:Architect/Engineer: M-fes . Phone#: Address: City: State:: Zip: Value of Work for this Permit:$ � Square/Linear Footage of Work: U49 Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace -1 Demolition Description of Work: M64J OF dV�(�-C7��1� N� . � 1 x3J� C tus 7 Specify color of color thru tile: **�� / Submittal Fee$ Permit Fee$c -4 60 .M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond TOTAL FEE NOW DUE (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address 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 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, th� inspection will not be approved and a reinspection fee will be charged. ff— Signature d cle_ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before � i1`me this The foregoing instrument was acknowledged before me this day of kQV&/17�jf ,20 G - by _day of \l�Q._� .20 r� •by who is personally known to who isrsonally known me or who has produced uz>� �, 31zzs me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY P i Sign: Sig6: P Florida Prin o� �G ;� Q ' ` Joanna M Feliciano Se wA a My commission FF 082753 Seal: of�°� Expires 0 111 212 01 8 ap" RBBECA Ss PASTRANA e� my COd�11S10N N B072624 �8 ,$ ppIRFS:Vcbrwy 07.2017 OF �k�k�**�***+k******�k*+kik*****#***** *tt *** **ffi**��******�*�*��44*&**� *�k*+k**�k*�k�k�k�k*******�k�k**�k****�k�k*�k+k*+k*• APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e 4 R9� iia ini S40rej Villa e 10050 N.E.SECOND AVE. MIAMI SHORES,FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICD PLANNING b ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-6-14-2014108 Property Address: 518 NE 106th Street Property Owner/Applicant: John Wallace Address: 518 NE 106th Street, Miami Shores, FL 33138- 2046 Agent: Mark Campbell Address: 373 NE 92nd Street,Miami Shores, FL 33138 Whereas,the applicant John Wallace(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows:Pursuant to Articles IV,V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One-story addition. Garage conversion. Whereas, a public hearing was held on July 24, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The proposed improvements comply with the Code of Ordinances of Miami Shores Village and are harmonious with the community subject to the conditions of approval. 2. The decision of the Planning and Zoning Board is based on the evidence submitted and representations made, and in the official record of the hearing. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 678 sq. ft. one-story addition and to covert a garage to a laundry and storage room. Page 1 of 2 R ° 1 2) A 5 ft. landscape strip is not required between the garage and the driveway. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources,Environmental Plan Review Division(DRER,EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) Applicant to complete a covenant in the form of a"Declaration of Use" assuring the property is used only for a single family purpose,record the covenant with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 24t`day of July,2014 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Zelkowitz Yes Chairman Fernandez Yes Datec M. Fernand Plannin oard Page 2 of 2 Not ce of Preventative Treatments for Termites (As required by Florida Building Code(FBC)10.4.2.6) 2r4fcc het &its. qw. (305)274-5541 Permit Address of.Treatment or Lot/Block of Treatment +y✓. �� °`-��J Pin 114 °., Date Time Applicator Product Used Chemical used (active ingredient) Number of gallons applied Percent Concentration Area treated(square feet) Linear feet treated Stage of treatment(Horizontal,'Vertical,Adjoining Slab,retreat of disturbed area) As per 10..4.2.6 If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to mal building approval. If this notice is for the foal exterior treatment,initial and date this line. Ate_- V s A�thozed`Signore License#JB846 ON v �r t _"'., '' '4fe��`i°�r'.?.°:^a'^��r`�°�'f�C�E��sEI��'�&�5)•i^.�.Ce�"i Miami, March 20, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 67h Court Miami, FL 33168 Re: Addition @ 518 Northeast 106 ' Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on March 20, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done,prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for•use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleas " withyou and look forward to do so in the near future. a c Sincerely yours, o ®. 39,584 0 Sre Wissam Naamani, P,E. ®,�°o, ��®� DYNATECH ENGINEERING CORP. ! '40RI P,,°°®��`; Florida Reg.No. 39584E ��,. Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGINEERING.COM 1f,-,DEC 'DEC DYNATECH W,"A'J-D i'NAT Ca3B+1GY?�S�e RYA i o :9&s; MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: March 20, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 518 Northeast 106'" Street, Miami Shores,FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Gray sand w/small rock fragments SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.1 106.9 6.8 107.8 7.6 108.1 110 12.0 103.2 D R 108 Y 106 D E Optimum Moisture 8.2 Percent N 100%Maximum Dry Density 108.8 lbs./cu.ft. 104 S %Passing%"Sieve 86 Percent I 102 T Y Sampled By:RN 100 Tested By:RN 91/1 1 1 1 Aid, , Checked By:WN +°°®° bdA� Co a® 4 6 8 10 12 14 NO Respectively submitted, As a mutual protection to clients,the public and ourselves,all reports a° �9$ a are submitted as the confidential property of clients,and authoriZC.r.0 for use,publication of statements,conclusions or extracts from or agaklft S'rA 7.,EFa 15 i op reports is reserved pending our written approval. DYNATECH ENGINEERING CORP. 'OtRI®A�o�'° - Florida Reg.No.39584 DNX Certificate of Authorization No.:CA 5491 a, 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL-INFOODYNATECHENGINEERING.COM ;Nr 12EE DYNATECH ENGINEERING CORP. FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 20,2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition(a, ADDRESS: 518 Northeast 106" Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: Center of east side footer Test No. 2 Location: Center of west side footer Test No. 3 Location: Center of north side footer Test No. 4 Location: Center of south side footer Test No. Location: Description of Material: Gray sand w/small rock fra>;ments TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 107.4 106.9 107.7 107.9 MOISTURE CONTENT% 7.1 6.7 6.9 7.3 MAX. DENSITY IN THE FIELD % 98.7 98.2 98.9 99.1 COMPACTION REQUIREMENTS 98% 98% 98% 98% % OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 108.8 108.8 108.8 108.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS `Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:RN Tested By:RN Checked By:WN ob _. V dam Naamani,P.E. 1`lCe-;fthloReg.kTECH ENGINEERING CORP. a a No No.39584 o 119 Celt cite of Authorization No.:CA 5491 *A density test determines the degree of compaction of the test"er o rtfti only. In no way`�hall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construcof' rl t erify subs i1 con tibhs. As a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients, an i or pubJYca n of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ' 3 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC s t r ^DEC DYNATECH W W W.DYNATECHENGINEERING.COM Miami, April 7, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 67th Court Miami, FL 33168 Re: Addition @ 518 Northeast 106th Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on April 7, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. 01 a � Sincerely yours, r Wissam Naamani,P.E. DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 Special Inspector No. 757 t 7 Certificate of Authorization No.: CA 5491 ` m�o a�`• '��®fie° PABBgB@6o•,•a° 1 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGMEERING.COM 1 EC r F � ME DYNATECH ENGINEERING CORP. WWW.DYINATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: April 7, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 518 Northeast 106th Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: White sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.0 104.0 6.8 105.0 7.8 105.9 108 11.8 103.0 D R 106 Y D 104 E Optimum Moisture 8.4 Percent N 100%Maximum Dry Density 106.4 lbs./cu.ft. 102 S %Passing 3/4"Sieve 89 Percent I 100 T Y Sampled By:RN 98 Tested By: RN Checked By:WN 4 6 8 10 12 14 R0spectively,submi 'e As a mutual protection to clients,the public and ourselves,all reports ' are submitted as the confidential property of clients,and authorization for use,publication of statements,conclusions or extracts from or regarding � t< aainani,P.E. our reports is reserved pending our written approval. _ -10` ATECH ENGINEERING CORP. c 1� o v � Pslor�da Reg.No.39584 tifiicate of Authorization No.: CA 5491 2 i 750 WEST 84TH STREET.HIA LEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC ME DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 7, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 518 Northeast 106th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: West side of pad underslab Test No. 2 Location: Center of pad underslab Test No. 3 Location: East side of pad underslab Test No. 4 Location: North side of pad underslab Test No. 5 Location: South side of pad underslab Description of Material: White sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.8 104.5 105.3 104.7 105.5 MOISTURE CONTENT% 7.3 8.1 7.5 7.4 7.8 MAX. DENSITY IN THE FIELD % 98.4 98.2 98.9 98.4 99.1 COMPACTION REQUIREMENTS 98% 98% 98% 98% 98% %OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 106.4 106.4 106.4 106.4 106.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS 'Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:RN Tested By:RN ' Checked By:WN issam Naama�i�. DYNATECH 1✓NGIN-t"O CORP. Florida Reg,1444-j� � U Certificate;o f fal oriza}�7�o No.: 2�5491 c "J' *A density test determines the degree of compaction of the tested layer of material only. In no way shah densiO4st replace ,son bearing capacity determination. A soil boring test mut be provided by client,prior to construction to verify subsoil conditions. As W.Injitual protecti- tithe clients,the public and ourselves,all reports are submitted as the confidential property of clients, and authorization for publication of sfatemeht conclu sor extracts from or regarding our reports is reserved pending on our written approval. ` oq �� 3 ° 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM $-_E'C; ;DEC DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM Miami,April 7, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 67i"Court Miami,FL 33168 Re: Addition @ 518 Northeast 106t' Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on April 7, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. c=� � 0 a Florida Reg. No. 39584 _` Special Inspector No. 757 -- Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET.HLUEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9599 EMAIL:INFOODYNATECHENGINEERING.COM EC DYNATECH ENGINEERING CORP.WWW.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: April 7, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition(a, ADDRESS: 518 Northeast 106'hStreet, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: White sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.0 104.0 6.8 105.0 7.8 105.9 108 11.8 103.0 D R 106 Y D 104 1 N E Optimum Moisture 8.4 Percent N 100%Maximum Dry Density 106.4 lbs./cu.ft. 102 S %Passing%"Sieve 89 Percent I 100 T Y Sampled By:RN 98 Tested By: RN Checked By:WN 4 6 8 10 12 14 �$espsetively submit�et• As a mutual protection to clients,the public and ourselves,all reports (,(��S � are submitted as the confidential property of clients,and authorization for use,publication of statements,conclusions or extracts from or regarding p�mam P.E. our reports is reserved pending our written approval. rsd „DYNATFF I4I:ENGINEERING CORP. 1 6ilda kej--No.39584 `2 Certieate df Authorization No.: CA 5491 2 NBpIP9p i 750 WEST 84TH STREET,HLALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGINEERING.COM EC t�r -DEC DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 7, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition k ADDRESS: 518 Northeast 106th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: West side of pad underslab Test No. 2 Location: Center of pad underslab Test No. 3 Location: East side of pad underslab Test No. 4 Location: North side of pad underslab Test No. 5 Location: South side of pad underslab Description of Material: White sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.8 104.5 105.3 104.7 105.5 MOISTURE CONTENT% 7.3 8.1 7.5 7.4 7.8 MAX. DENSITY IN THE FIELD % 98.4 98.2 98.9 98.4 99.1 COMPACTION REQUIREMENTS 98% 98% 98% 98% 98% %OF MAXIMUM 100%MAXIMUM DENSITY(LAB) 106.4 106.4 106.4 106.4 106.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS *Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:RN Tested By:RN ' Checked By:WN Issam Naamani.P.E. DYNATECH ENGINEERI3V �. Florida Reg.No.39584 E Certificate of Authorization 54910 nW *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bung capa determination. A soil boring test must be provided by client,prior to construction to verify subsoil conditions. As a mutual protection to the-efichts,the ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts fr"of Qatding our reports is qT- reserved pending on our written approval. ca9° s' Gs 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGINEERING.COM EC p , i sy i .. a x Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel:305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: • .yp. Permit Type RESIDENTIAL CONSTRUCTION Bldg.Permit No. RC-11-14-2601 • ^ Owner JOHN WALLACE Contractor ORONI INC I Subdivision/Project NONE Date Issued 12/24/2016 ' Occupancy Construction Type V-B Load 4 - y s Occupancy } Square Footage678 Type SINGLE FAMILIY ' NEW MASTER BEDROOM, BATH& ` Description of Applicable FAMILY ROOM pp2010 FLORIDA BUILDING Work Code Location Flood Zone X F.F.E NIA 518 NE 106 ST I Miami Shores FL 33138 nu amM Building Officials Approval Ismael War—aniF, Not Transferable 1 POST IN A CONSPICUOUS PLACE s. - •'.. >.�' a - d-' "� - `L�a',? ••" M S d 9 '� 'ki fie � � -mom- �- m..�- .e.__..a- :e.. _, i..." __•-+r a,._' _.._ __ � '++-�- -.�.- •�.. II 4 + { ♦5 ts'c'Asa t� t� Miami shores Village CFN 2015 ,Ou14 119 '`�►� OR Bt: 29903 F9 3196 UP9s) .... u�..� Building Department RECORDED 12/21/2i715 12=13.1: ,�.., HARVEY RUVINF CLERK OF C-OURT 10050 N.E.2nd Avenue MIAMI-DaOE {oUNrYt FLORIDA yr, o�t Miami Shores, Florida 33138 J�LORIpp► Tel: (305)795.2204 Fax: (305)756.8972 PREPARED BY:; Y) J e� LArdIlj}CP� DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned J Uy N.4,1&44M'40° JLVO*G_is/are the fee simple owners)of the following described properly(°Properly°) situated andbeingin Miami Shores Village,Florida: Lots) its Block lid of -40 X'A % e (Subdivision),according to the plat thereof,as recorded in the Plat Book Page of the Public Records of Miami-Dade County,Florida,(address) 47/9/'m6 166 Sand WHEREAS,the undersigned owners)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned doles)hereby declare and agree: 1. That the Properly will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then in effect. IN WITNESS WHEREOF,the undersigned hasthave caused hand(s)and seal(s)to be affixed hereto on this day of T5Z- 20J5. WITNESS(ES) A _ 0 Signature Sigre and Print an Print_J®/? �J ! CA.4 651 CE Signature Signature and Print and Print L!~��ig .�}Pi A-11909- STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) I HEREBY CERTIFY that on this day personally appeared before me&)N Lai U ClrA why o ism personally known,tA nip A5 has produced (type of Identification)as identification and helshe acknowledge that he/she executed the\ 1�,freely and vo(dnpoly,for purposes therein expressed. ,�`�`��.• n '•,y Z SWORN TO AND SUBSCRIBED before me on this �6 da of `✓�C —2015 — T` O w ' ; CA My commission ex fres: l'_ ''�•,�� '••.. .....••��•��` STATE OF R.ORIDA,COGNTY OF DAM O��Collhlyc NOTARY PUBLIC,STATE OF FLORIDA I HEREBY CERTIFYtW thts is a We Dopy Ofthe o I rial filed in this ofte on day of S ,A.D.20 WITNESS mySeal. w oou n,wr UV 0 of and County Courts I; D.C. NICOL DAVIS 9943 E+ OR ON SITE 4 1Vtii�ncii''$ ores 4llage 1:00N.E 2RdAVdrytiB I IV114M $h0 FL 3sf zz js 3 a a s ak krx ` 313n �? , ; I'Irar�. (0��78�224 Fax d� 86-6872 issue bate*3111/z016 o;�l'0 / 07.� Expires' INSPECTION REQUEST34 ( {i)7"$2 4��9'or i.og°cin at:https I/t�ldg.In34att�Psli�ore'sVilf��e.cbl�l�ap REQUESTS ARE ACCEPTED DURING 8:3�AM 3:3QRNf FOR tHE FOLLGIWINC BUSINESS bAY:' Requests must be reGetved by.;I."pm f�cf.QlWwli[►g tl�,Iji$pegti4ns, Re id -1 it a C'! (i ucf of Paree� 4122310140211 Owner's Nanns-J( Ht /Al�ACE tvirner's F� bne: Job Address 518_NE 106 Street^ Total Square_Feet: 678 Sortd NumMr""z6 Totsi:lob Valiiatlorr. 82,0QO.QQ, . ��3+ �� ri � ' fir •— P WG7R1�I&'/SLI d�lS►ED MOtyDAY THROUGH SATURDAY, - ,, ,d ,7,:3QA4VI-6OitPAA�NO MVOE7K t$AI"Lc��t�t�N CQntr>�atar� t ,, E?�one F�rEfl�ary Contractor , SIINIAYX?R HOLIDAYS, ,; OaONIINC - (305)665-0�kYep HOME QV1(N R No BU.ILt�lNG INSF.ECTIONS ARE VON�MONDAY a' kCF O GH Tk{Lt#SRAY ;ROOP1151ta INSRE CIONS Allot` BONE MgNDAY'TkIROUGH FRIDAY. NO WILDING INSPECTIEyM3 DONE ON FRIDAY 4. ;�p 7jlz� { j. r r .v K 4 . u i N41NSF?EG CIO�?t tYILL- it11A1 4E a THE PERl�+t}'F BARD��CRISP Yf?M�AI `HAS SEMI N-APRI�OVJEp R#ANS AF�1K<�1=AC)t�Y AVAILABLI=. 'IT IS THE PERMIT AI PLICA d C'. RE3PONaI ILITY TO EN$LRF THA fi WORK ACCES5IBL ANp EXPQSED'FOf2 INSPECTION PURPOSES.'NEITHER THE80 i FFI"CIAL NOR THE'CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMO�lAL OR f2EPLACEMENT OF ANY MATERIAL REQUITED TQ ALLOW INS05CTI6N,,. ;.." WARNIN OWNER ` 'O " � ILU'R TO RECC�R'D A N OT{C OF . COMMENCEMENT l�IAYSILT IN Y41R PAYING T1tlICSQR fMPRC�YEMENTS TO QOM P#bOpa#`t'`� A`. N `MC Off"C ItIIE EIV( N" ' UST 'B� R�CC?RCEp AND POTi OPV SHE BOE : SITE BEFORE 71 F�NST I,NS 'ECTION. IF YOU INTEND TO, ' TN1,4 NANCIN CtNSl�.T iMTH : YOU2 IENDE`R OR, ' AN- ATTORNEY SEFORE CO 1 NCING W ?RM OR RECORDING YOUR NOTICE OF COMMEI tCE:MENT� 44:0 i s 'M F„ u,, ,. ZONING INSPECTION DATE, INSP fNSPECTiON DATE INSP' INSPECTION DTE IMSP �_Fo undation T — tonin, Final ISO If - Z ING COMMERough ! Water Service Co�mns 4 st 6� Rou h ++, ..W...+..u ..,..�� oiurrane 2nd L eft f f ;f 7a Out f, ' Tie m %rf f f Fire S rinklers %' ' IM : 'i Septic Tank f f T �afters ` flaofheathn Sewer Hook - Roof Drains mks � Windows/Odors � Gas Interior Franain ! INSPEC ION DATE i1VSP LP Tank Insulation ' Tem or Pole Well ". ' Ceiling-Grid. 30 Da Temporary, Gwn S_rinklors D all < /g' Pool Bondin f Main Drain j firewall f Pool k`' din #N1 Pool Pi �1 th Backflow re�ey.he P Pahl 5 y` Under o1Jnd Interceptor Poo#Ceck Footer Groun Catch Basins - Final Pool' Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling R - t Z Dritie_way Roug PLUMBING COMMENTS Qrivewa Base Tele hone Rough In Ca ' Tele n�;Final 'f ,goof in P rens '%' TV Mitt y. °�°' Mop in Progress �,`��' TVFirral�%`` Final Hoof Cable 'Rough r Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails _ Intercom FinalMECHANICAL ADA corn lance- Alarm Rough INSPECTION DATE INSP VOL AlaG Final - Underground Pipe DO UME Fire Ala, Rough f f ,/"/ Soil 146- Bea Cert f ' ,„ Fire AI "Final Rauh ' fr ' r Treatment Cert' Service;, ork Vit f Treatment.._._.. �. . Floor Elevation Sine Ventilation Rough Reinf Uni M Cert ELECTRICAL COMMENT'S Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood - Final SurveyFinal Ventilation . Truss Certification Final Pool Heater S UCTU MMENTS ,fr Final Vacuum off - 0 fr� f�rf FIRE �� ,>f MECHANIC MME WFU INS 'EG DA'1INSR Final Sprinkler Final Alarm U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 NatiowlFlogdAuuranceProgram Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE' Al. Building Owners Name JOHN N.WALLACE Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC.Number. 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 10 AND THE EAST HALF OF LOT 11,AN AMENDED PLAT OF SEC.NO.5,BLK 110,PB 10,PG 47 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25'52'20.72"N Long.80'11'14.17"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1296. sq ft a) Square footage of attached garage 400.0 sq ft b) Number of permanent flood openings in the crawlspare b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade - 15 within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 1296. sq in c) Total net area of flood openings In A9.b 400.0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:D-159 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 10.95. ®feet ❑meters b)Top of the next higher floor 12.36. ®feet ❑meters c)Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters d)Attached garage(top of slab) 10.72. ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.27. ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.43. ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.51. ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.43. ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by taw to certify elevation information.I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name ROBERT MARRA License Number 6437 Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1355 NW 97 LKt2OO City MIAMI State FL ZIP Code 33172 Signature Date 11/18/2014 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number. } SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments SECTION 2 C(E)LOWEST ELEV MACHINERY IS A/C PAD.LAT&LONG.PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION=10.81 FT Signature Date 11/18/2014 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name JOHN N.WALLACE Address 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date 11/18/2014 Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ram I.NLULAT-10 CERT)fIME Suitdint Permit No. Fr*C'1 Nims: )ob address: we,a*undeaf��d,deteby caniry ON tht lots beat instsltre in the above retarsnced prmjcc% in co"runcc with on latex�idoa ksite, G4rs��AOI+RbV�.LB fi��,��t� iLpWd Pima,rata! 1st 000140M arith good canatrwe$iert and installed has the chumatatisties shown balow. (Check way "4190460111x!. t) imeewces Walls Insvtstiata: AQ t_.Indgesy. ht"ity: 16/11- Mettuf.'_ . & 1 >rt xllcrFararrat/Metal Stud Walk- R (miu.): Material: Wetness: thea'. Ot nlit'r: harts: Manuraclurer: 3) Exterior solid cone tele watts: it- {Min.}: t�larevioi: 11ickhass. inches; fi�enalty , . �.., �.tbtR: h4snuratn+ser: �, IJO-4) %tulas watts separating A/C 6*n%rramn. spsorx insulation R•....,,_,,,,,,,,t oler sl:.�,.. m . TMObWt<_itralaras, t?askt9ty: ,ikJA.: MenuNtrurec. 4) MULUFAMIL WE L 9MMS1== 9 Ccs M (Pj-my) &&LU ttparatintt diftront toe was shsli be enavfiatred as Nlawa: by Zmrgy Coft Requiremenu. Sft'*Bt rgr Codr.97 Vdition:S eNt"1 b5 IX4,isezcn 6.4, thraugh 6•0 Lake$ Edltlotf". 'Mae m(ab"m amjj allrstrrta#esmr, are not included in the Energy Ca$tcalarivns,bear 401 be tnststtad to 41W fivid, 6)Move deck type RC}®F 1NSM-AT10N:R-_(Min.);Material: ; lhict Hess:„,_,.,_.,,,in.t tglrr:-lb/lt.,Ma+ivrsahate� �jl'cllE+rgle�datlrtn:R. hPlum,), Material~,,,,, �f. ._..a._,.�.7'hleirsieea: � itrahcs; t3111ts1fi :, ,,__IWit:Mtwficrruesc Me t)NM., Dmilles of spare-on,loose 1111,or any crthst centpt+ssd-on,aile insulatiork shall bt the F t .F,(Wft3) ivarsgeof titres(3)"DRY SAMPLLOS"otaeroal ina1811stion. rnstailtd by, AO ; iMSiJt.1K)"COWMyKkW WTOROMMIM I034140011 CottRWor CCS: 92 .�.i t» � Clete Certified:, N Suitding Confirart:or C-cc Date Certified, 81"�to.g6 %if& pea &N*do t2 . (305) 274-5541 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Permit Address of Treatment or Lot/ lock o�f Treatment No E. /0 6 Xr— c—c 74 Method of Termite Prevention Treatment 1soil barierwood treatment, bait system, other(describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laves established by the Florida Department of Agriculture and Consumer Servis, Authorized lsi nal tur a; License JB846 xr . , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue MIamI Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 I inspection Number: INSP-224059 Permit Number: RC-11-14-2601 Scheduled Inspection Date: March 24, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Footing Owner: WALLACE,JOHN Work Classification: Addition Job Address:518 NE 106 Street Miami Shores, FL 33138-2046 Phone Number Parcel Number 1122310140211 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments NEW MASTER BEDROOM, BATHROOM AND FAMILY Infractio Passed Comments ROOM INSPECTOR COMMENTS False Inspector Comments Passed Failed Old Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 23,2015 For Inspections please call: (305)762-4949 Page 9 of 52 . a Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) , (305)274-5541 o'/z�3® seea a� 5/ 101-amt F-/" Permit# Address of Treatment or Lot/Block of Treatment / /) ` Date Time Applicator 141-7 Product Used Chemical used (active ingredient) Number of gallons applied 67 °d5 �Ga 6886 9 ' Percent Concentration Area treated (square feet) Linear feet treated VC-R 141-caZ Stage of treatment(Horizontal,Vertical,Adjoining Slab, retreat of disturbed area) As per 104.2.6 -If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line. Authorized Signature License#JB846 4. DYNATECH ENGINEERING CORP. Miami, March 20, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 67th Court Miami,FL 33168 Re: Addition @ 518 Northeast 106'h Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on March 20, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. ��t%% S.® S Sinc rely yours Wlssam..Naamani, R.E. DYNATECH ENGINEERING CORP. '`�, ;`� �OP Florida Reg. No. 39584 Special Inspector No. 757 ' 9 E N 01Va . Certificate of Authorization No.: CA 5491 . .... .. .. . 1 750 WEST 84TH STREET,HLUEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGINEERING.COM {f pEc N -- INEE W4+JV%-j ..!-7A�T w.eC11-1B NCsINEER-111 G.,COl MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: March 20,2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 518 Northeast 100h Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: QW sand w/small rock fragments SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.1 106.9 6.8 107.8 7.6 108.1 110 12.0 103.2 D R 108 Y 106 D E Optimum Moisture 8.2 Percent rl 100%Maximum Dry Density 108.8 ]bs./cu.ft. 104 S %Passing 1/4"Sieve 86 Percent I 102 T Y Sampled By:RN 100 Tested By:RN Checked By: 1061; s 661ae� 4 6 8, 10 12 14 Respectively submitted, As a mutual protection to clients,the public and oursel ,all reports 399a, � I { .S Ail. , are submitted as the confidential property of clients,an uthon ion o for use,publication of statements,conclusions or extraclW m or r00 our reports is reserved pending our written approval. g °� s� ;; DYNATECH ENGINEERING CORP. °0�d®/a-- �� Florida Reg.No.39584 �`'4 Certificate of Authorization No.:CA 5491 2 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM DYNATECH ENGINEERING CORP. FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 20, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition& ADDRESS: 518 Northeast 106 ' Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: Center of east side footer Test No. 2 Location: Center of west side footer Test No. 3 Location: Center of north side footer Test No. 4 Location: Center of south side footer Test No. Location: Description of Material: Gray sand w/small rock fragments TEST NO. 1 Y 2 3' 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 107.4 106.9 107.7 107.9 MOISTURE CONTENT% 7.1 6.7 6.9 7.3 MAX. DENSITY IN THE FIELD % 98.7 98.2 98.9 99.1 COMPACTION REQUIREMENTS 98% 98% 98% 98% %OF MAXIMUM 100% MAXIMUM DENSITY (LAB) 108.8 108.8 108.8 108.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS 'Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:RN Tested By:RN z°. Checked By:WN �``Wlssam aamani,P.E. ATECH ENGIN$ERING CORP. orida Reg.No.39584 e a O'rtificate of Authorization N'o.:CA 5491 *A density test determines the degree of compaction of taste layer' terial onf in-no way shall a density test re lace a soil bearing m �Y• Y tY P g capacity determination. A soil boring test must be provided by client prior to str►b to verify subsioiFcopditions. As a mutual protection to the clients,the public and ourselves all reports are submitted as the confidential property of clienlication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ®® 4 m�. b0 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL INFOODYNATECHENGINEERING.COM A,,' EC MME A C ®� . ■ QCT 373 KE 92ND go" M14M SKUL HA. 33139 M431 Sip F 75S-76ft Date: December 4,2015 F.etc.#AR 0OW74 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC-14-2601 Wallace Residence 518 N.E. 106th Street Miami Shores,Florida 33138 Folio# 11 2231 014 0211 Attn: Building Department, I,Mark A. Campbell,having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge,belief and professional judgment,the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents.I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. ould you e y e 'o need any additional information please do not hesitate to contact Sincer Mark A. Campbell,Architect State of Florida: #0011074 518 Wallace Res CO letter 12-5-15 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224077 Permit Number: RC-11-14-2601 Scheduled Inspection Date: December 17,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: WALLACE,JOHN Work Classification: Addition Job Address:518 NE 106 Street Miami Shores, FL 33138-2046 Phone Number Parcel Number 1122310140211 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments NEW MASTER BEDROOM, BATHROOM AND FAMILY tnfractio Passed Comments ROOM INSPECTOR COMMENTS False Inspector Comments Passed Failed i Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 16,2015 For Inspections please call: (305)762-4949 Page 5 of 39 m1amf Shom ' V!Oage ' +7 nnmr BuRdlin 10060 N.EZW Al Cur O,f*ss� FEB 0 4 2015 . �m - - L p +-(ft)have battMWW Ap4e 2 , coop � „ ktspeftr ser (d*Mama l O b ► a of Pt7OCBg l NUMBER& or aul enter 4=wd kv#m ofFtoWa. D SPECIAL WSCTt1R"'�FILM FW 1622.1.20(R44Q4&f.A OR FOR' HM 2 7R115SEb>38'LOW OR 8' 31817.24.2 WGIMAL MPWO PM MWCRM FOR ,FOG •5.17.2.4.2) VICISp��FM COA1NECrlON3,FSC 2296.2 Cdl4f.�6Fl:Cft t FOR AC,T}Ct�4,FSC 18=1 4 WMAL t IVWrOR FOR F 8T ludo S�ATFA�FSC 1627.92(R440"12) •° The fofowhV tndlvidusl(s)&Woyd by this firm or Mill Sm suthofted r 3. 4. Oman�� a� Mshy! bnettre ttteauffwfted ve toqMW by Oft0don or F m1n& rg or ' =MWOn Of the NCR& . him an 1,#n)vd no*AMM ar germta!oontrectm: tis. slawof my ohango rJ tg p"mrJ i Pwfomft hvedon I-(us) 9 In s for rdwom by#19 g tb t amm V Qft�sM i p in.a ►opt go nsAeota,h VIOP k 1n orta must be forahmpsdo"m d mat y$Y JWWM by fire Ski� ►.� ft Fl ° cOMPMM► onOif work wwa og ,eu 0 oto A to jjc �Y ftkm of above rr best of my tmowtedg and .. toile rtd � tit It## C P r. Vat ph0119NoIb ..— .�1—�R'Z�.. :3�� do ... . qb �•. STATE O .'�z /,FS/ON •i• ••• •i• \ ........ ........ .... ...... .. ..... .... . .. .......... .... .. ..... g ey . ..... .. .... ... ....i.. .. ....... ................ AA. U7 i. .......... ......... . ............ . ............. ..... ................. .. ............ .............. . ..........I .......... I 1 :q� k, —i: a. .*..... ...... ............... -91-10 4:201 ........... ...... Al .. .... ...... ........... ............ . .................. . .......... ......... ............. . ........................ ....... . . ...... ..... ..................... . ... ............. L-L4 % 't LANb,c ft, .......... c,% . : -:: : o Wig: 10 See (ion go sk,\0 .. No 6 er --1 Lu of •Yu. A P, -fits. #0 844: 57h? tJ 6=t 0 C (- OP CONSULTING ENGIN TA -Ki . ................ - N F 04 2D15 1 -::... ..... .. . ..................... ....... . ...... . . ......... rm lY P 77 0 0 see foo ITY -P . :.. . .. ... •U• • • • •. Edward A. LANDEK, RE 0 CONSULTING ENG(NEE(7 , •;• ;•••; (2- zb0 Y► IT FEB 0 4 2015 r MIAMLOIAD MIAMI-DADS COUNTYs PRODUCT CONTROL SECTION AiIi TMBNT OF MIS'94$ , =ULA'I'�?I�'4� 1 Y SW 26 ,ftom� AFFAIRS(PERA) ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOAH www%mlennlaade�ov�oera� Nu-Vue Industrks,Ine. 1055 East 29°i Street Hialeah,FL 33013 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials,Tho 4opmw- tadpw wbmittod ba bow mvigWod ad vmqtad by Mit Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series AB,NVSTA,NVHTA,NVTHJ,11M,NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchors".sheets 1 through 4 of 4,dated 02(18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modellseries,and following statement; "Miami-Dade County Product Control Approved",unless otherwise noted herein. RIENzwAL of this NOA shall be considered after a renewal application has been filed and there has been no change in-the applicable building code negatively affecting the performance of this product. TERM04ATION of W& will occur air,theexpkaticm date,or if thwe his been a wvWon or chmp in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall,be cause for terminates and temaval ofNOA. ADVERTISEMENT:The NOA number preceded by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then k he dom it it&mthvty. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactww or its distributors and shall be available for inspection at the job site at the request of the Building Official. This.NOA red=NQA#0&-M5&2 and consists of this page 1 and wAdernce paW/Bah,as w*9 as approval document mentioned above. The submitted documentation was reviewed by Carp M.Utrera,PX NOA Na 12-0130.32 Expiration Date: May 22,2013 Approval Date: April 126 2012 Na-Vue L,dustrfea.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-1,titled`"Truss and Top Plate Anchors",sheets 1 through 4 of ;. dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Subnd ted under NOA #08-0325.02" Test reports on wood connectors per ASTM D 1761-88 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. Rem. WMA Ceaneetor LW pIrecti e 1. 05-5195A AB-5 F1 and F2 06/03/05 2. 05-5196A AB-7 Fl and F2 06111/05 3. 04-4995 NVTHJ 26 Upward 01/31105 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward,Ll and L2 03/20/06 6. 06-5622 IKE-2 Upward,Ll and L2 05/01/06 7. 04-4908 NVTT Upward and Ll 07/21/04 8. 03-4631 NVTT Upward and Ll 06/21/04 9. 08-6711 NVHC-37 Upward,LI and L2 03/14/08 C. CALCULATIONS "Submitted under NOA #08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations,prepared by , Vipin N.Tolat,P.E.,Consulting Engineer,dated 03/20/2008,signed and sealed by Vipin N.Tolat,P.E. D. Q UALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(FERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATE1VIKNTS"Submitted under NOA#08-0MM" 1. Cade conformance letters for all of the tests listed on Section B,issued by Product Testing,Inc.,signed and sealed by C.IL Caudel,P.E. /Olt Carlos M.Utrera,P.E. Product Control Examiner NOA Na 12.-4130.32 Expiration Date: May 22,2013 Approval Date: April 12,2012 • E-1 IS Gauge Angle Clips. 1.Std i confa off t �A87M AS �33( �yield 33 W17In d a� galvanized ` 2.Allowable loads are based an 14900 al Daing OM for wood X04 >n 2005 E*dOL 92-A FAG 2010 ° 3.Deso loads are for 80vihem Pius sp alas with a spWftgmv*of 0.55.Mow"loab for ° • o>6er specigs shall be adjusted.eaoordifl& ° 4.Commas►wire nail values era based on NDS table 11P,0=0.55 and have bean induced for ° L L pwmgAoal)eptbfaoWiP/loD. • • • 1025.Allo mble loads for wind uplift have already bow bumby a dunatioa factor of 60%for anchor nail.Load values shownare withou03%steel stress Wmmm 6.Allowable loads for more than aSkSleW=WdonCgunatbeaddedtogdhar.Adesignload wbich is divided into component in the 6m,*asl91V9d must be evaluated as follows: A 4 AB-51' MOM .UI p R + eLl+M�WO12 AgowableUplitt 7.MW,,ble loads aro based on 1W thick wood mks unless atiffwbenoted 8.All Oe berms and routed conrretemaeM A&cmgy w0 21 QfFBC CADCMWfOr tis beams and wVW and matefar wncrete masomY shall be atna. of 2500 psf.Couctm ' Product Diasss(ln�) Fastener BcJsedido Alowable Loads(lbs) aoWOM da�lY vdi ASTM C90. Coda Vyl W2 L Header Joist Fl F2 9 All tats have bei Conducted in 8=dmm vwhh ASM D-1761. ABS 1% 2%• 5 3,10&IW 3-10dxlW 511 593 AB7 IYa 23Ie 7 41odxl'/" 4-10dx%" 582 794 NOW Nail wider sagte log to Joist and Shorty leg to Head VIPIN N. TOLAT, PE(G'VL) N Vue R. REO. f 12847 on-ion&a2g mmae "tODUCT� 15123 LANTERN CREEK Hialeah,F7odda 33013 •e4�lataliAielloeMa HOUSTON, TM 77068 (305)699-D397 tae 1 Fm 694039a � TRU88 AkID TOP PI.ATJ3 Atm I7ato: Feb 18, J0o,,,2.-S,,2-12 NU-1 1 of 4 21,008 Deep Seat Truss Anchor, rimy are aesigned to resist latmal and uplift foto. $olden Double Strap Riveted Truss Anchor..They ere dosiged of 14 gamge steel The strep is made of 14 gauge steal and the seats of 20 gap waa plates to resist lateral and uplift forces, The seas are made of 2U gauge ateat UPLIFT UPLIFT �•.tt o�, w ar Dimudw TOW �Lt No. TofdN&ofTotal Total No.of P g ofFa imrma Fasieae[ato L�(hs) IIlH ma ofFedaFasDmtemin 0l° WN) Ck% 00choo in Soap 20QL Seet 0 4 Cob gym) in two ftp 20 Q&Std 6 e 6 6 10da 1he 18da Mn UPUR L1 12 a o lodR l " upm vom L1 L2 NVS= 12 5, 6 1946 708 100 NVHTA12 12 10 6 ,(406 1766 1030 1430 6 6 1141 760 1144 12 6 4695 1981 1161 1631 NV8PA16 16 7 6 W6 an 1239 NVHTAI6 16 14 6 )883 2208 1312 1812 il NVBTA20 2D 8 6 1331 887 WS NVHTA20 20 16 6 2071 2428 1444 1994 M,AU 22 9 6 1426 w 1430 trim= 18 1 6 2649 1373 2173 Notex 6ist� NM" 24 NVBTA?A 24 1.Neth esonaoemmy in etetlm end seetto eohieve.4�eg 2. A gElp W 3.Nalle6tghdtOAb MnOtfOWdetMpbttm 4.Forgmudnotes,eoeabed 1. 9.FarbtgberepMWde„*=avw* lbe300 P 6.Bond onmia.2500psi aomde. VRN N. TOLAT.PE(CIML) FL WA d 12647 u-Vue kdmwm kt,, 18123 LANTERN CREEK LANE to331059 B 29 a>laet Pr$ol K l s er NWSTON. TX 79088 Mdwh F1 69 $ Fes 6"" TEM AM TOP K AM AMMS o� Yeb 188. . NU-1 2 of4 2005 12 Game NVTHJ Truss Mp&Jack Hamer 2OG Stud Plate Ila UPLIFT B Left - e ° . (It�ME1R1R f • OW T ,e 10 YW • gH II is* ° H Hedw'2-2X \ �: g 5—Tij' 1-2X •• •• TYPKlALIKEt • • WBTALATION IR. lam,$ NVTHJ-26 0o shown wrmi-n w dkr U.8,Patent No.4^4,263 Allowable Loads(lbs)S.Ptae Nail Schedule 13nduct Dho dm( ) Fadenere Allowahlo ILoade(11m) Hoaft Code upuB Nails 1611 13 rNail l0d JaolcNai1108 Coda �I/ H L Std Plate UPM Ll L2 . a b total o d total NYTB 1478 16 4 3 7 2 3 S MEI 1% S 3% 610d 4404 787 3'37 $37 NVQ 1931 20 S 4 9 2 3 S L KB2 134 3 6108 7.104 992 451 318 Nate:For I-ZS;;;i5 3 10dil%u nulls o®be used UPL 1' , WP1N N. TdLAT, PE (CItAL) VW l � rRII-vII@ nv >• 15123aCK LAW tos3-tos9 Best29 sy HOUSTON, TX77068 mawkPlOrI11833M FFADUt n . . •• NVTHJ4[9 as Ohowu (3o S4)= Qe e e •• ao•omNrteadat4•siodta Fmc(3t�694�98 N • • • W4M418 drtAlar AaapaoelVo ab ' MMS AM TOP MAWR AIS MM Jew elf y1t0 0 NU-1 3 of4 PLO, Fab� r, - 18 Gauge NM BaaW Tm Strap 18 gauiie NVHC 37 SWAY Grip Clio(52A) Fiume >N�ar paoi+ee) Fespmms S�edutp A1lmeable Lamb(lig) Cade WH H L lYaee Toppi" $0�0W0 VpHB Li AtLSiweb be ► l�) Y plo"Caft D=Wpdm Hetdm low u0s Ll 12 NM-1 1%6 1% 14 13 2-lOds W 6.10d 966 843or Ph 6 os� 164Eder or 7� 568 637 NM-2' % lY 114 13 2.1 ° -- "fbtll<i" M 463 NVHC37 5WayCUP 16dOd lOd 1. 111 "mdltpUadimouhei de ftUmand$-Ifts Inn*1%m+e*ogin 2.3�"die.a 1�$°10�,1�°ep�bedm�t�poame ereplaogcl laeaohlegmtdiatnBm1u�11oar ° dieteauoeSommp9ftboendepeet�of34 �yb° VAW UPLIFT 1.2 Ll Im �� ]VaQlm/e NeChdle40 • ssomotyl�e+M�AwWaiOeM nY� F 4 b.L,� `�C° ► Alfa A Map VIPFL N. ,; c �, Nji_Vue 1udv�1m,1� FL REO. gg 12847 1033-1OS9 X29 Shad 13125 1AH=CREEK Mdwb Fzd°33013 NVMI Ash HOUSTON, TX 77068 C XM-2 amWqxwpowffw WID iIM p�sOnsm3asLsgesdotWoo/1'&hssadmUs TRUMAND TOP PLATE AxMW c Feb 1S, 7Nu 4 of 4 2,008 I e FEB 0 4 2015 MIAMI-DADE COUNTY s ► PRODUCT CONTROL SECTION DEPARTMENT OF P NT, REGULATORY 11805 SW 26 Street,Room 208 AFFAIR&(PERAl Mme.PWrW&3U754474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA Nu-vue Induaftiml,Inc.. 1055 East 29 Street Hialeah,Florida 33013 SiCOM This NOA a being issued under the,applicable.rules.and regulatiom governing the useof construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Auftrhy Having Jurisdiction(AUDI This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested far quaf r assurance puq,. If this product of ti WW Wk to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVTA,NVTAS,NVBH,N UH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT;Drawing No.Nu-2,titled-NVTA and NVTAS,NdBH 24 and NVUH, NVRT and NV'H',shy I thri outgh 4 of 4,61W02113/2003,with last revision 0mmu prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model)series,and following statement:"Miami-Dade County Ptrodupt Control Approved",unless othher Ase noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change m the applicable building;code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or prom.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed. by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to,the user by the manufacturer or its distributors and shall be available for inspection ai fhe job site at V&requr'esl•of the Building Official.This NOA revises NOA#0&0326.11 and consists-of thij p�gq 1�gvxleneg pages El and E2,as well as approval document mentioned above. •• 666 •• • • • •• The submitted documentation was reviewed by Carlos K Utrera,Pill; . ... . . ... . . . ... . rt2-0 NOA No:12-013033 Expiration Date: August 21,2013 lApproval Date:June 14,2012 ... . Page . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t Nu Vue Industries.Inc. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED QUALITY ASSURANCE. 1. Maini-Dade Departmentsf-Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No.NU-2 statement of code conformance to 2010 FBC,dated 01/25/2012, issued,signed and sealed by Vipin N.Tolat,P.E. r "Submided under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N.Tolat,P.E.,on 03/26/2003 signed and sealed by Vipin N. Tolat,P.E. .. ... . . . . . .. 00 OGG 00 . ... ... Carlos M.Utrera,P.E. • .. ; ; •. ; Product Control iftamluS . •• NOA No:12-0130.33 ••• • Poiratl4 Dato: August-21,2013 Approval Date:June 14,2012 ...Y:2 . . . ... . . . . . . . . . . . . % .. . . . .. .. ... . . 0 ... . . KWV_Ue Industries.be, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted reader NOA No. 05-0701.04" 1. Drawing No.NU-2,titled"NVTA and NVTAS,NVBD 24 and NVUH,NVRT and NVTH",sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.T614 P.E. B. TEST "Submitted under NOA No. 05-0701.04" 'fest reports on wood connectors per ASTM D 1761 by Product Testing,Inc.,signed and sealed by C.R. Caudel,P.E.and S.E. Black,P.E. R,1 g= Wow COnnecto on Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3938 NVTA Upward Ogg 5. PT 03-4177 9VRT36 Upward 02/03/03 6. PT 03-4202 NVR736-T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upwind 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-40% NVBH24 Up&Downward 12/03/02 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward ParallelMerpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted.under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N.Tolat,P.E. Product Modgl Na.of Pages Date 1. NVBM24 7 through 8 05/05/03 V.N.Tolat,P.E 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS l through 6 05/05/03 V.N.Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02106/03 V.N.Tolat,P.E. 5: NVRT 15 through 15 07710 M V.N.Tout,P.R. . . .. . . . .. . . .. . . . . ... . . . . . . . . . . . P.E. • ;.. .• Product Control Examiner •• NOA No:12413033 . . .. . . . . . . ••• • Ex�tiratien Date: Angast 21,1013 Approval Date:June 14,2012 ... . . . ... . . e > e TABLJE 1 TABLE 2 Trues Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Truss Anchors NVTA and Riveted as Anchors with Seat NVTAS tt Product mdmum Allowable Load Ibs aximum Allowable Gauge ble Load Ibs g Gouge No of Preduot Length 9 Gant a o. of g e Length Gauge 9 � God soot Fasteners UPtfft g e lift �aP U God Ir— � pBit Doubter L1 S(ngle l2 Stngl (�� seat strop Fasteners UpIlii Doubl L1 Shale L2 Stngl eoch strop Single ,& Doubts& Dou(tle each stro?t Sitlgle &Double& Doubl 16 NVTA-18 20 1 10d g g NVrAS 212 4 trap Straps Straps — 1 x 1.5 a a 18 NVTA 18 20 14 strop a Straps S p ap roVTA9 212 Od p Straps V1' P aP 18 NVTA-18 WAS 214 20 14 9 757 1814 280 900 18 NVTA-18 NVTAS 214 2D 14 b 1032. 2258 280 800 20 NVTA-20 WAS 216 20 14 B 80$ 1610 280 900 20 NVTA-20 NVTAS 216 20 14 6 1127 2254 385 888 7 854 1708 250 sw 7 1138 221►1! 0 520 830 22 NVTA-22 NVrAS 218 20 14 8 9D2 *1804 280 800 22 • NWA-22 NVrAS 218 20 14 8• 01144 *221 • 620 •4♦St� 24 NVTA-24 NVTAS 220 20 14 8 961 *1802 280 500 24 NVrA-24 NVTAS 220 20 14 9 •a '1183 * •0820 83$• 10 999 +1898 280 800 10••• •'1481 * 0 820 28 NVTA-28 NVTAS Y12 20 14 11 1048 *2098 280 BOD 28 NYTA—� WAS 222 20 14 ••• • 11 ft 2540 820 •�Oe• 28 NVTA-28 NVrAS 224 20 14 12 1098 *2192 2W 500 28 NWA-28 MAS 224 20 14 126 0 s 01478 --Xv •520 830 30 NVTA-30 NVrAS 228 20 14 13 1148 *2290 280 B00 30 NVTA-30 WAS 228 20 14 13 1187 *2374 820 8J0 38 NVTA-36 WAS 232 20 14 14 1193 *2290 280 8� 38 NVTA-36 NVrAS 232 2D 14 *Not I or ma ��1*t� d truss for double ebwm • 48 NVTA-48 NWAS 244 20 t4 'Nota: For 8 or more nags Per 6�rap,use qg NVTA-48 WAS 244 �? 14 •••••• • •• double Irkm for double straps. • • • • • • • •••••• • • • • • PerpVt"lor sees • to w�L2 lteneral Notes I.StW shag aonfdrm to ATM 6AB8s structural (lpn,yield 33 tall and 1 �p O 11s net a mbthram 9dvantix<d 3 2.AgowaWs loads are bond on kational Deem'®epa� ottor8(NDS)lar we0d Re6lforaements Regdred „1. O construction, 20 3FAtlon and Florida Buffdtng fiOde t0 H "1 Amigo pbla I�facer other Southern shMel ort) y of 088 IdIN r O �• Ell$. Cornnte Tie Sawn 4. values aro based an NDS to"11P,t�.85 for aanmon w1re nolle and have 1>e�reduced for Penetratl�Depth footer Co. WAS 1" to swag wfth concretefMed a Hofer Dla 8.Allowable loads fa wind uplift have already been tnereaseb b o du NVTA WAS factof of 1.6 for moh or naps. 33%steel sb tnomase Is knot�d to the 1• e ' 00� , tabulated vduor. WIN TOLAT, PE (CIVIL) R. G. # 12847 No e.Allowable loads for morn than ons dimatlon for a amgie awmecttan oamot be 15123 LANTERN CREEK >> added together. A' load whloh can be dbAded Into omipcnents in the HOUSTON, TX 77088 direaflane ghon mutt 1 evaluated as follows 'eeetr'eee4teeee +'fit+ �•1 p ,�* t,QiN N. 4� • �*O �1�.••• ••.�( � u, V u e Industries, Inc. 7.Nlgwable leads 6re based an tr#J&wood members unigee o0mrwbe noted. Cd 1083-1059 East 29 Street • tllaleah,Florida 33013 8.Ag tie beams o ted concrete masonry shag oo:npl with ohoptere 19 H y, �� S t�g�2. PHONE: (308) 884-0397 and 21 of 2010 FGQ oenarate far 8e beems and grout a mortar for awwals . • mwaary sholl be a min.of 250 pd.Concrete masonry shop comply wfth ASTM = FAX (308)'884-0398 NVTA AND WAS TRUSS ANCHORS 9.All terms have bean oo»duoted to a000rdanoe with AAmD-17si. E461g. �� •;t`�O�a��'S• *` 1" ��a`�� R�D .•; '*O DWG Sheet: DatesTReAstons: e7{, NVTA +•#41#801 NU-2 1 of 4 Fra t3, 'lay�a� r 2 TABLE 4 TABLE 3 NVBH 24 BUTTERFLY HANGER NVUH 26 JUST HANGER FASTENdi ALLOWABLE FASMM ALLOWABLE LOADS(ai! SMM" LOADS(8M) ly i7] 1w Do�+WARO. Low131 Is f7tA�NT�Y LOQ 8 6RAMlY LOADS LOAD NVM2 18 12 8 �1113 21NVtAi28 14 20 10 2233 1213 • 3 •••O • • Notes: �� • � 1. r all oted.a�lfled fdowere to��e to Igo"we values 1 ••s••• • •• :see:. 1� waafflod f m..M eaheduie t4 adders vd • 2 Vdlues are basad an 1�"header and Jolat fhlaknaea 2.Valdes bailed an V badder tMdmeee and 1i"Jo1et t loner sees • • 0000 ••• •O 3.SM Genomd Notes,Sheet 1. 3.8es General Net4m Sheat I. • • 110104"**Vee Osseo• Oil •• • 1'MM.®Mid• Er�•• •• •• e SYMM.0 Mid Span 2. UPLIFeT•• + • I • p'w' • ase •• •• fee . • e • . o • • 0 0 • • o ar QQ • • • • WL • • o 2d' Ir • • 2$ MPIN N. TOLAT, PE (CIVIL) FL REO. #12647 DOWNWARD LOAD DOWNWARD LOAD 18123 LANTERN CREEK LAME • • • HWST04 TX 77088 Nu—Vu e MdustNes, In& 03• . 2r10$33-IM1), a!29 St►ed • F X0397 894-0398 it 2NVBH 24 ANb NVUH 26 HANGERS DWO Sheet: Date ReAslone,ms. � NET— 2 of 4 FEB.11 w.to, my Is, TABLE 5 TABLEB NVRT Flat and Twisted Rofter lies NVRT Twisted Rafter Ties to Concrete 'no Seams or Concrete Filled Masonry Length Product 16d Fasteners Moximum Uplift Load (lbs) len th Product Na of 18d nape No. of r diameter Maximum Uplift (in) Code Gauge TOTAL o Tres Twist (�) Code d to Wood Framing Topcohs to Concrete Load ([be) 12 NVRT-12 14 8 4 726 724 12 NVRT-12 14 4 8 722 16 NVRT-19 14 10 8 661 1d NVRT-i0 14 6 7 BIG 12 9 996 896 8 8 081 18 NVRT-18 14 14 7 1136 1132 19 NVRT-10 14 7 9 1126 20 NVRT-20 14 24 IMT-20 14 + • •••• ••• •• •M�o •• • t,i �f• • 22 NVRi-22 14 22 NVRT-22 14 �8•••••• z • ••• •• AA • 24 N%WT-24 .14 24 NVRT 24 14 •••s • •• • • • 30 NWT-3014 NVRi-30 14 •••s� Q 1* ,; •+. •[3;6 NVRT-39 14 36 NvRT-39 14 woo • • • • NVRT-4814 48 NVRf-48 14 + • ••s• .•• • osis • NVRT•Anchor Notes. A Notes: trllAem •• i Holes 'di"ae i•• + • • • 1. Spaodi' 'F'for not and'T'for t'whited when orderM •• • �' -� I. ItJIV tapoons chap be embedded a miMmum of 1�'into Ioonerote tmeam or ttebearl famed with amarde so masonry.ITW to WO&A h00 not elms2. Fastener values are t> .. on a minimum 1}"Wok wood members. have a min.edge Ostancs of 2r and minimon spacing of it as shown Use 3. •Inciaates 110.•f We M aaah eanneded wood member. 2. Sea Omwal Notes,sheet t. 19d 4. See 0enercl Notes,sheet 1. tIPLIF't 3. AN tapaam must be to the same raw apace of 1X'an oaten. Do Not use hates to Her s raw. }f iat Strad must be long moa to aoaamalodab required t."" 0 1. • .1. . YIPIN N. TOLAT, PE(CML) SQe P LENOTH y u FL REO. #12847 two 63 18123 LANTERN-_-CRIU LANE y.• HOU5�ON, TX 77= ry HALF HALF U Vu e industries, Ino. Connected connected r � _{_ 1063-1069 East 29 Street 'I""—"'" Htataoh.Flab 33D73 PHONE: (3O 694-,=7 460 04, + 057j21"Min.edge distance �wv FAv (m)684-0398 eL" ENO" Ratnfaraem t NgWred rJc�'� NVRT FLAT AND TWISTED RAFTER TTIES :w D4Y0..17 Shewt;. Data Reatabnw can s IBIW masmary or Jan 1s.2006 • amaraft tie boom ' NU-2 3 of 4 FEB.13,zoos JWy 19,2=6 .- :. IABLE Truss Anchors NVTH Product Gau a Oou a exlmum.Upitft Leadb Iba Truss Mate=t d enAN1 9 9 a of Fasten to trarater load!o ( � Cade seat strdp In each Strap �91G ou dMdStrop Db16 Strops mom 10d x 1.5' on bn p 12 NVTH-18 18 14 Single Truss Doublld Truss 8equired 5 1 103it •0 1 • 2084 H 14 NVTH-18 18 14 • 6• • • • ,+ .� •• . • 222• 2444 h 16 NVTN-20 18 14 7•••• • 1273 i 255e•• i MM 4• 1 ° �' P=wo` 18 NVTH-2 18 14 1328 2658• NV1H ew�a farmed 8 ••••, • 1 �•• • 2168••• • with aonmete tilled 20 NVTH-24 18 14 1000** 1437 a• • 28740•• • rmaeorvy 22 NVTH-26 18 14 11 •• • 1480 2980 i 24 NVTH-28 18 t4 12 i • i 15440 a 38••• i 13• • • 1588• 3198 o a• i 25 NVTH-30 16 14 •• • • • • • • • T bottom I tido\. 32 NVM-38 18 14 WNW W bottom ehbrd �., Retnforsranente 44. :NVrH-48 1s 14 8. Regrdr2d O e - c - e 18e Nape on Frabd da Bank O ghd be off oerttered Doable Shap V fit IL: 1R,7ft (� Hofie dfa:Ir o Camarelg�fle g , Oarble Tr18° or Tie seem formed 8 Nags In Front(Nin.) 15188) 1:9N0 Wft ere tBed Noes 16d x 1.6' ) tTs�'ON, TS 770¢8 N Nu— Lie Ino. 103—IM W L u IBoAb nr.D�r � �•ei 3 Qlar sit BWeah,lrlorlda 88818 aNcxa� DWO J& Sheet deet°: Revloloaa: NU-2 4 of 4 JULY is,Die. - - -� -_�'--__ _- ` --_' � � ' � [y | � ........ .. . ..................... .......... ....... .. ......... 77- Z-1 ...... .... 6: I............... .. .......... .. ......... is . "T . . . .. .. . .. .. .......... ... ..... .. VA ................... ............................. I T s7T q.,s . ......... M P.E. P.038398 Edward A. -: SANDERS P.E. (305)823-3938 CONSULTING ENG I L . ......... ........ . ....... .... (lei T' -.rat z(70' i7ti .............. 5 3,. 17. A 61 17Z r?6?1 00" So: P.E. #038398 Edward A. KDERS Me • &d5i823-t342--8 —C CONSULTING ENGINEER goo 0 go: *go .. ........ ..... ..... ....... ..... ..... ... ........ h:Lr • _V .... ...... . -0, 4, d, .................... ..........i___ J ...........- e4- a.. Vc, .......... ...... ....... ......... .. ..- _ _ v . . _. ................. . ............i. ............. ...... ............ .. ........ . ..... ............ .......... w Edod A. : Edward T_ • JLLUL 99494Z : :0 • .. •• � bi Bra of LQNDERS1 PE* (305)823-393*8 CONSULTING ENGINEE4S- 'A had o6o a o nP' • � Of, TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties S#eel Reinforcement Propert�as t oma' d 8 In E91 � 29,000,000 �• • F�orEffective Depth d e 3,8126 in F 80 D00 p Y `•' � r Psi (Table Arranged by increasing MR) '� Pm=1,360 psi Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Walt Pm 1.NO psi �. 7 6lei A t' 1,360 psi Pm b 1,600 psi W1n) Bar . Bar MR Bar Spacing / MA Bar Specing A, Bar t0 In-IbJh Size �In} (ln�lft (In•lb/ft Size (In n"l • in-ib R) 98 Spacing ing in' Sz fft} (in-Ib/tt o ''0 •••• oc 20,072 a 24 0.10 8,311 8 8 1. 9 21,880 8 72 0.13 8,928 • 19,008 8 72 0.13 8,310 7 8 0 0 20,847 424 0.10 8,348 0.88 17,730 8 56 0,09 7,804 8 8 0,•;•••• •;•••; 8 18 0.68 18,609 6 40 0.08 7,763 g 18_ 0.8 -19,2D1 7 72 0.10 8,114 t7 6 •; 8; 0,47 16,221 7 72 0.10 7,582 6 18,065 8 66 0,09 7,840 �. • 7 '16 0.46 15,660 8 64 0.08 4, 8 0.47 17,511 5 40 0.09 7,788 co •••••• •• 8 ••• 829 7 16 0.46 18,983 8 84 , 0.08 8,880 •.:..' ... 4� 0.40 16,040 6 48 0.08 8,608 8 24 0,40 16,308 A fls n.10 e.89 i '••;•• •• 6 • 19 0.33 14,499 4 32 0.08 8,308 8 18 0.33 15,880 5 48 • 4 �• 0.30 14,301 8 98 0.10 8,232 4 0,08 8,S3a - t """ •• 7 *OY4 0.30 14,067 8 72 0.07 8,070 7 24 0.30 15,198 \ 8 72 .r,- g 0� ..•... 8 ..:•' 0.30 .13,987 7 96 0.08 6,687 8 32 0.30 16,118 7 98 0.08 8,086 •• 0;666; 8 db 0.24 13,180 6 66 0.07 6,578 8 40 0.24 14,181 5 58 0;Q7 81600 'Iti, 0.23 13,134 4 40 0.06 6,088 5 18. 0,23 14,127 8 120 0.08 5,357 •••••• 7 • 32• 0.23 12,972 8 120 0.08 4, 3Z 0.23139984 7 • 6 24 0.22 12,896 6 64 0,06 4' 8 24 0.22 13,871 63 6 40 64 0.08 8,10a 8 48 0.20 12,486 8 98 0.08 4,662 848 0.20 . 13,392 7 120 0,06 4,888 7 40 . 0.18 12,103 7 120 0.08 4,049 7 40 0.18 12;982 8 8 32 0.17 11,750 6 72 0.06 4,339 8 3206 0.08 4,673 .0.17 12,692 S 72 0.06 4,368 6 24 0.18 11,608 4 48 0.06 4,264 5 24 0.18. 12,315 4 48 0,06 4,278 7 48 0,16 11,374 4 66 0.04 3,866 4 16 0.1640,'4 12171 4 58 0,04 3,887 a 18 0,18 11,374 8 120 0.04 3,642 7 . 48 • 6 40 0.13 10,89p 5 98 0.04 3,264 8 66171 8 120 0,04 3,888 8 56 0.17 10,864 4 04 0.04 3,198 6 40479 5 98 0.04 3,287 7 56 0.13 9,749 4 72 0.03 2,843 7 Be 888 4 64 0.04 3,209 6 32 0.12 9,698 5 120 0.03 2,603 8 64 32 a 72 0,03 2,852 8 84 0.15 9;349 4 96 0.03 2,132 S244 5 120 0.04 96 0.03 3 2,614- 6 48 0,11 9,105 4 120 0.02 1,708 8 8 48 4 120 0.02 1,71164 0.11 8,63028 s� .. 4 . ... ... :. ........ : :.. rf �a .. ...: ... ... ... .... L' x . ...... .. .. cs t��r • ••• • ••• ••• ••• : :O .E 4b38298 Edward A. : :• ••• ••• :• :• LANDERSP1 ... . (AQ51823;3938 C��J CONSULTING ENGINEf R . .. .. . . . .. .. 000 0 • • ••• • • P. Pe J6 Y tA" te" - ZO i V ::. :...... -; . ..: ....... .... `ra � � •t m : m.. Vit I' V P L_7&�- °...�.. t° . �. ...... P ... ...... . . . .. . ............. ..... .... :.... :. .:,.:. ......:. . 146 CD o Ae Its • ••• • ••• ••• ••• :•• Edward X1 : •:' ' ' LANDERS, POE$ ..* , • • •(305)823-3938 CONSULTING ENGIN EIS ; SiA ?t ...:.... . . ... GD GO. � : /4 ........ ... ... :. : e: ... .......... :.... . ...:.:.:.. V•� ..... ::.:.:::... OV ....:... .:::.:. :•: : � •�� •'P E.7#038398 Edward A, : :• ..• •.� :• :• LANDERS,-PlEtoo* • jjGJ)823-393.8 �g CONSULTING ENGI(IE S+ ; ; : : 0 / ✓�J` �r �. .. .. . . . 00 •• l `�' TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Propertiesd m 8 in Ea 29,000,000 psi h 5+ For Effective Depth d=.3.8125 in F 60 000 psi O y p (Table Arranged by Increasing MR) Tm=1,350 psi n Out-of--PlanCL C fm=1,500 psi CD Out-of-Plane Resisting 0 ti n Moment and _ 9 n Shear for Bars Positioned in the Center f the Wall U 75/811 0 O f'm= 1,350 psi fm= 1,500 psi 0 Bar C Bar Bar Bar Bar Spacing As MR Bar Spacing Ag MR Bar Spacing AB MR Bar Spacing A Size (in) (1011) (in-Ib/ft) Size (in) (In2/ft) (In-lb/ft)' Size (in) ( ) B m (in/ in-Ib/ft Size (in) (ins/ft) (in-Ib/ft) cn i" 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 0 7 8 0.90 19,008 8 72- 4.13 8,310 7 8 0. 0 20,647 4 24 0.10 8,348 1Z 6 8 0.66 17,730 6 56 0,09 7,804 6 8 0.66/ 19, 0 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0 5 201 7 72 0.10 8,114 tp 5 8 0.47 16,221 7 72 0.10 7, 9 18,055 6 56. 0.09 7,840 T. 582 5 8 0.47 17,511 5, 40 0.09 7,786 • •1• 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 i....i "' 8 'r4.• .0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0,10 6 6 D • 0 16 •0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534CL ... .. N ';"" 4• :8. ;0.30 14,301 8 96 0.1.0 6,232 4 8 0.30 15,381 4 32. 0.08 6,331 .• • 7 C40 0 4 00.30 14,067. 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 •••••• 46 3Q• 00.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 ••••• •• a +10•: •0.24 13,160 5 56 0.07 5,578 8 40 0.24 14, �••�•• •• 5, 1699 181 5 56 0.07 5,600 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 • •• 32•• *0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0,06 5,104 6 24.• 00.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 *:*Ogg Be 49 • •0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 • 7: 40•. 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 .4,573 •%•••• 60 32 -0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 24 0,16 11,506 4 48 0.05 4,264 5 24 0.16 12,315 4 48 0,05 4,278 7 48 0.15 11,374 - 4- 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3667 4 16 0.15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0,04 3,658 6 40 0.13 10,836- 5 96 0.04 3,254 8 56 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9, 6 48 0.11 9,105 4 120 0.02 1,706 6 48 643 4 96 0.03 2;139 7 64 0.11 8,530 .0.11 9,146 4 120 0.02 1,711 ;'i 7 64 0.11 9,128 TABLE 8.4 (Continued) Design values in pounds per squaime inch(psi) .Specteg and Tension Shear Size parallel Compression Com r commercial grade classification Bending parallel ;perpendicular p essidn Modulus •••• F 9 to Frain to grain parallel of • Non- Vse Select Slid ato*graln to, of Grading • • 0000 aural -- •••••• Nei ense 1850 950 ^F01 iF� Elasticity Elcity Rules • • NQ1 • � 2"-4"thick 1450 � 90 Agency •••••• • • Wd.1 Norra[)ense 'i 1300 775 90 660 480 1750 1,7.00,000 0• • M OV1�e 10"Wide 01200 650 90 565 1750 1,800,000 •••••• • • • •• 1200 625 90 480 1600 1,700,000 •0 0 • MP t��Dense 1050 575 90 660 1500 1,600,000 Ni" 950 90 565 1650 1,700,000 550 90 1500 .11,• D6" Structural 600 32590 480 1,400,000 600,000 565 1400 1, • • • • Sel�� ctural 2050 1100 850 0 0 0 0: . NS Pew Select Structural 1900 1,400,000 1050 90 660- No.1 Oense 1750 90 1950 .1,900,000 •••••• • Na.1•••• 7"A.�f:iwk 900 565 1800 i • •••• • 1350 80 1,800,000 • • Ne.1 N1idr•Pente -��" 1250 725 675 90 60 1700 1,700,000 000000 • N ens• 1150 90 1600 1,800,000 0600�. No. 3 �� 600 90 565 , 0 • 11�� 575 480 1500 1.700,000 0.2 Non-Dense 90 •660 1,600,000 1600. No.3 900 525 90 565 1,700,000 � e 57590 480 14501 1,600,000 325 90 1350 1,400,000 Dense Structural 86 2°-4`thtcs. —19/•Mly service Conditions , or, 565 825 , less moisture 1400 000 �'�s��mithurai72 £ZSU'L Dense St aural 652200 176b 155 2"$wider 1450 660 2000 130 ® 1 660 1650 1,800.,000 Dense Structural 86 (wet service c1,800,000 onditions) 1 Spill Structural 72• 2-se 2100 Dens,,Structural 65 1750 1400 145 2=112'8 wider 1600 1200 .120 440 1300 1050 440 1,600,000 i . ':,:aa_'.__.p•tca a .._ 110 440 1100 1,600,000 1.600,000 i 1000 SPIE _ .. • AFP.A rFortnerly. \FPA), Washington. DC, 199;1. Dense Select structural 3050 1650 100 Select Structural 2850 1600 660 2250 1,900„000 Non-Dense Select Structural 100 565 2100 1,80Q,000 NO-4,Dense. 2650 1350 100 480 1950 1,700,000 No,1 2000 1100 100 660 2000' 1,800,000 2"4"thick 1850 1050 100 865 NO-1 Non-Dense 1700 800 100 1850 1,700,000 No.2 Dense 2"4"wide 1700 480 1700 1,600,000 No.2 1500 • 875 90 666 i850 1,700,000 • &W.2-Non-Dense 1350 775 90 565 1650 1,600,000 90 1600 1,4001000 • • ••• No.3 • •• 350 480 975 •••••• Stud • • • 875 475 90 565 1,400;000 • • ••• •flbnstructi 2"-4"thick 1100 :fig 90 565 975 1,4001000 • •••• • S�andard i • i 625 ;350 100 565 1800 1,500;000 •• • Utility ••••• 4"wide 300 175 90 565 1500 1,300,000 ense Sele 565 975 1,300,000 •S fturm Gtural 2700 1500 90 660 2150 •••••• ••� Select St pct ice• 2550 1400 1,900,000 'ton-Den4&%""el'ectOStruCtufal 90 565 2000 1,800,000 • • 2350 1200 480 •••• ••• NO.1 Denwr••• 1750 I 980 94 1850 1,7bib,'600 ••••• • A.1 Non- 00000 7 4'thick 1650 900 90 66650 1900 1,800,000 P,pQsp•• 1500 1750 1,700,o00 No.2 Dense • 1450 800 90 486 1600 5"-6"wide 1,600,000 ••••• 2 •••••• 775 90 660 1750 1250 725 90 1,700,0010 s• •�•� .2 Non-0e n5e•• 1150 565 1600 1,600,000 675 480 1,400,000 000000 ••• Clud • • 750 425 90 565 1925 ___Z7 5 65 .._. 425 90 5 1,4Q0,000 • Dense Select Structural — 925 1,466,000 Select Structural 2450 1350 90 660 2050 1,900,000 2300 1300 90 565 1900 1,800,000 SPIB Non-Dense Select Structural 2100 1100 gp No.1:Dense 2"-4"thick 1650 875 480 1750 1,700,000 No.1 90 660 1800 1,800,000 No.1INon-Deft;e 1500 826 90 565 1650 1,706,666 B"wide 1350 725 90 480 1550 11600,000 No.21Dense 1400 675 No.2 90 660 1700 •1,700,000 No.2Non-Dense 1200 650 I 90 565 1550 •1,600,000 NI 600 600 90 480 1450' 1,400,000 700 400 90__• 565 875 1,400,000 Dense Selo t it S1FU'etural 2150 1200 Select Structural 90 660 2000 1,900,000 2050 11.00 :90 565 1850 1,800,000 ....... .. ... ...... 7 �?6!� ....... ... .......... . ......I .......... . ............... ............ .......... ..... . .......... —4 5.....::.:. 4 ............. ..... .. ... ..:... .:... ...:... ...:: ........ .......... .:... ..:... . .............. I............ ... ........ . _ rte..:�. �. fj -t 7 ::........::. . .. ..:: . .:.:..:.. L6 ............. .. ..... ............. .......... .. -7) Lc� . ........... . : .36 z 73.2 0 0 a. 0 a 0 0 00 see o.o e.*P.E. #038398 Edward A. � D�� Y :p# te:.: °:+ .. CA-(I 66 (3}5)823-3938 - - CONSULTWtGZNrwINaRS. :0 t ........................ ...... .. .... ................ . .......... ... ...... .. . . ......... . .. ....... ..... ...... ..... ....... ... ...... ............. ............. .. . ......... . .. ....... .. .. .. ... ..... ............. ............ ........ . ......... ........... ......... ... ......... .......... le ..................... .......... ............. ... .................. ...... ........ :. ....c......... ....... --- ... ........ . . ........ ....... ......... .... .. ........... . . ....... .............. .. .......... .......... .... ........... ......................... . ..... ...... . ........ ........... ..... . .. UP .............. ....... .6jz4tv at, V: V P.E.%038398 Edward A. ANDERS P,E. P15185*3138 . _ � - CONSULTING ENGINEERS '.... . ..... : .. .... .... .... .. 71/ :. .. .. ... .. .. ....... . ' '... ..: ::. . :... .:... ..:.. ....... ........... ....... .'. ... .. ..... . . . ... ... c .. ..:. . ...... . . ........... . .. _.... ` ...:.::.... � .. :.;:... ..:: :;:.. ..:. ...:. .. . ..... ..:.. : • •0`116 . -. . . - :.: • •• : . . . . •so ese 00 • • • . . . . .. . . . . . P.E'093839$" Edward A. UNDERS, REI S . 01423;39?t J•�(/v CONSULTING ENGINEERS •oo '•' •.• :' MECAWi.nd Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 11/3/2014 Project No. 1413730-01 Company Name Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address 7850 NW 146th Street, #509 Description Residence City Miami Lakes Customer Name 518 NE 106th Street State Florida 33016 Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413730-0l.wnd - Interior Zones End Zonee ,. f � R4*-irY'r*2 1 Mh I Cof`n r nes RoM-Zone 3 Hip Roof y - < ") Wind Pressure on Components and Cladding (Ch: 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------ UPLIFT 2.00 10.00 33.3 1 19.86 -35.09 UPLIFT 2.00 10.00 33.3 2 19.86 -55.75 UPLIFT 2.00 10.00 33.3 3 19.86 -84.71 WINDOW A 2.33 2.33 10.0 4 40.11 -43.49 WINDOW B 8.16 2.00 16.3 4 38.98 -42.35 WINDOW C 4.00 2.00 10.0 4 40.11 -43.49 WINDOW D 2.50 5.00 12.5 4 39.66 -43.04 WINDOW E 2.33 5.00 11.7 4 39.81 -43.19 DOOR 2 6.00 7.00 42.0 4 36.55 -39.92 Notes: 1) If Zone = "2H" or "3H" thers Vax":gi -3: }�',z*c: Pd * Figure 6-3. 2) Max P & Min P = pnet30(f ron?•Fig y3;.•5' )� 's. Zr&cPa * Importance Factor * Kzt. 3) If Area<10 then Area=10 orate 100o•tp an lA a-l00o for Zones 1, 2, 3, 2H & 3H. 4) If Area<10 then Area=10 or Area>500 then P_rea=500 for Zones 4 & S. • ••• • ••• ••• ••• • • • • •• • • • • • • •• • • • •• •• ••• • • • • ••• • • • •• •• • • • •• •• i! Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- --------- --------- --------- --------- --------- 1 -0.45 0.18 -0.18 33.94 -21.38 2 -0.69 0.18 -0.18 33.94 -29.53 3 -0.37 0.18 -0.18 33.94 -18.67 4 -0.45 0.18 -0.18 33.94 -21.38 5 0.40 0.18 -0.18 33.94 19.69 6 -0.29 0.18 -0.18 33.94 -15.95 IE -0.48 0.18 -0.18 33.94 -22.40 2E -1.07 0.18 -0.18 33.94 -42.43 3E -0.53 0.18 -0.18 33.94 -24.10 4E -0.48 0.18 -0.18 33.94 -22.40 5E 0.61 0.18 -0.18 33.94 26.81 6E -0.43 0.18 -0.18 33.94 -20.70 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 5T * * * * .00 6T * * * * .00 Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi) ) , only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures (Min P & Max P) are 25% of the full design wind pressures (Ld Case 1T=25%*1(ld case 1) ,2T=25%*2,3T=25%*3,4T=25%*4) . Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m) , buildings with two stories or less framed • with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Lova Rise Bldg Provisions per Fig. 25.4-1 : MWFRS Load Case B 160 � e 'tib 3 •~•�'. •i - Q) (2) 1 ~�• L• •••~•. 'y �r� '�'r �'` 5yea. }'% •; ,rye,�r.�'+r, `+•. WPd ^v Y J { r O ' 150 cccw '�,. ; yYAI1�H19111 �0 �_a�tn Load Case B ¢ ' =s!T a • 1 l��J 1 Case B TOmons-r Longitodimt Limn: : .•• • . .. .•. . . ... . • . • . • . . • . .. ... .. . . . .. . : . .•:0 . •o: 0:0 0:0 :o . . . . .. . . . . go* see ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Low Rise Bldg Provisionser Fig. 28 .4-1: MWERS Load Case A � g • "'r 7PflQYtHR1 r ^� q WMkmd r 0 ; Oamr 0 +✓ WyY "Y � ''+� diammds t •w Load Case A .�..:� z Case A Torsion < 'M Transverse Direction Building GCpf +GCpi -GCpi qh Pressure Surface Psf Psf -------- ------ ------ ------ --------- --------- 1 0.52 0.18 -0.18 33.94 23.76 2 -0.69 0.18 -0.18 .��.24. . . . ;. .00 3 -0.47 0.18 -0.18 • 33.94• • • • • •16.00 4 -0.42 0.18 -0.18 g• 4,01: i i i•i •.1.6.00 lE 0.78 0.18 -0.18 •.' .$;-M '.' ; ; .32.58 2E -1.07 0.18 -0.18 33.94 16.00 3E -0.67 0.18 -0.18 33.94 16.00 4E -0.62 0.18 -0.18 •••33.94 ••• •••16100 1T * * * i•• i * i : •o i :00 • 2T * * * • • • 1, •• • • • •.. .. •90 3T * * * • • * •• • • !00 4T * * * * .00 ••• • • • • ••• • • • •• ••• ••• • •• •• r.7 ••• • ••• • • MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 • Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 11/3/2014 Project No. 1413730-01 Company Name Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address 7850 NW 146th Street, #509 Description Residence City Miami Lakes Customer Name 518 NE 106th Street State Florida 33016 Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413730-0l.wnd Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 12.25 ft Type of Roof = Hipped RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.50 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 3850.00 ft^ 2 Bldg Length Along Ridge = 70.00 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.91 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 r• ••• • • • • L• • •• • • • • ••• • • •a• • ••• ••• ••• •06 • • • • • • ••• • • • • ••• • • • • • • • • • • • • •••• • 0 .0 -4.•• •• • •• •• • • MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 11/3/2014 Project No. 1413419-01 Company Name : Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address 7850 NW 146th Street, #509 Description Residence City Miami Lakes Customer Name 9480 Bay Drive State Florida 33016 Proj Location Surfside, Florida File Location: C:\Program Files (x86)\MECAWind\1413730-Ol.wnd n -%r Zones rerio End Zoneis - 1 Wah-zo Come zones Ro*. is3 f Hip_Roof (7' < 0 <- 2? Wind Pressure on Components and Cladding (Ch 30 Part 2) A11 pressures shown are based upon ASD Design, with a Load Factor of . 6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- UPLIFT 2.00 10.00 33.3 1 19.86 -35.09 UPLIFT 2.00 10.00 33.3 2 19.86 -55.75 UPLIFT 2.00 10.00 33.3 3 19.86 -84.71 WINDOW A 2.33 2.33 10.0 4 40.11 -43.49 WINDOW B 8.16 2.00 16.3 4 38. 98 -42.35 WINDOW C 4.00 2.00 10.0 4 40.11 -43.49 WINDOW D 2.50 5.00 12.5 4 39.66 -43.04 WINDOW E 2.33 5.00 11.7 4 39.81 -43.19 DOOR 2 6.00 7.00 42.0 4 36.55 -39.92 Notes: 1) If Zone = "2H" or "3H" then MarriP &*-1•129 kse aeras per &Nkgure 6-3. 2) Max P & Min P = pnet30(from Jg.30.:5-`J,): , Ia44 :1 Importance Factor * Kzt. 3) If Area<10 then Area=10 or Ar 10'0• - r Zones� r '�� ,� ,��• 0 '-gyp es 1, 2, 3, 2H & 3H. •• ••• •• • • • •• 4) If Area<10 then Area=10 or Area>500 then Area=500 for zones 4 & 5. • ••• • ••• ••• ••• • • • • •• • • • • • • •• • • • •• •• • • • • • • • • • • • •• •• • • A. •• •• rQ � f FEB 19 2015 Wallace Residence HVAC Load Calculations for 518 NE 106th St. Miami Shores, Florida. EIAN&ftw Mk �N� %twit RHVA WAG LooADs ep ed ay,February 1,2015 Rhvac is an RCCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. a Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Wallace Residence Page 2 Project Report General Project Information Project Title: Wallace Residence Designed By: Mark A. Campbell Project Date: Wednesday, February 11, 2015 Client Address: 518 NE 106th St. Client City: Miami Shores, Florida. Design Data Reference City: Miami Beach, Florida Building Orientation: Front door faces South Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 48 45.04 80% n/a 72 n/a Summer: 89 77 59% 50% 72 62 Check Figures Total Building Supply CFM: 890 CFM Per Square ft.: 1.313 Square ft. of Room Area: 678 Square ft. Per Ton: 356 Volume(f?)of Cond. Space: 6,102 Building Loads Total Heating Required Including Ventilation Air. 14,406 Btuh 14.406 MBH Total Sensible Gain: 19,573 Btuh 86 % Total Latent Gain: 3,308 Btuh 14 % Total Cooling Required Including Ventilation Air: 22,881 Btuh 1.91 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files\Elite\RhvacwXProjects\WALLACE RESIDENCE.rhv Wednesday, February 11, 2015, 1:47 PM Rhvac-Residential&Light commercial HVAC Loads Elite Software Development,Inc. Wallace Residence Page 3 r] I i System 9 A/C-1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Storm Window: Glazing-1/8"Clear+0.090" Clear 73 1,698 0 3,881 3,881 PVB+1/8"Clear, ground reflectance= 0.23, u-value 0.97, SHGC 0.44 Storm Window: Glazing-1/8"Clear+0.090"Clear 147.4 3,432 0 6,932 6,932 PVB+1/8"Clear, ground reflectance=0.23, light color blinds at 45'with 50% coverage, u-value 0.97, SHGC 0.44 13A-4ocs:Wall-Block, board insulation only, R-4.1 board 544.6 1,869 0 1,659 1,659 insulation, open core, siding finish 16E-30: Roof/Ceiling-Under Attic with Insulation on Attic 678 521 0 673 673 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Light Tile, Slate or Concrete, R-30 insulation 22A-pl-t: Floor-Slab on grade, No edge insulation, no 85 2,018 0 0 0 insulation below floor,tile covering, passive, light dry soil Subtotals for structure: 9,538 0 13,145 13,145 People: 2 400 500 900 Equipment: 200 600 800 Lighting: 200 682 682 Ductwork: 2,748 937 3,346 4,283 Infiltration: Winter CFM: 80, Summer CFM:42 2,120 1,771 779 2,550 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 521 521 System 1 A/C-1 Load Totals: 14,406 3,308 19,573 22,881 Check Figures 77-71 Supply CFM: 890 CFM Per Square ft.: 1.313 Square ft. of Room Area: 678 Square ft. Per Ton: 356 Volume(ft3) of Cond. Space: 6,102 System Loads Total Heating Required Including Ventilation Air. 14,406 Btuh 14.406 MBH Total Sensible Gain: 19,573 Btuh 86 % Total Latent Gain: 3,308 Btuh 14 % Total Cooling Required Including Ventilation Air. 22,881 Btuh 1.91 Tons(Based On Sensible+ Latent) .Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. C:\Program Files\Elite\RhvacwXProjects\WALLACE RESIDENCE.rhv Wednesday, February 11, 2015, 1:47 PM i f � FORM 405-10 FEB 19 2 015 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Wallace Residence Builder Name: Street: 518 NE 106th St. Permit Office: City,State,Zip: Miami Shores,FL, Permit Number: Owner Jurisdiction: Design Location: FL,Miami Beach 1. New construction or existing Addition 9. Wall Types(765.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 765.00 ft2 b.WA R= ft 3. Number of units,if multiple family 1 c.N/A R= f12 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (678.0 sglQ Insulation Area a.Under Attic(Vented) R=30.0 678.00 f12 6. Conditioned floor area above grade(ft2) 678 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R f1 7. Windows(215.2 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 135.6 a. U-Factor. Sgl,U=0.97 215.22 ft2 SHGC: SHGC=0.44 b. U-Factor. N/A fta 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 29.8 SEER:18.50 c. U-Factor. WA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency a.Electric Strip Heat 16.4 COPA.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.440 14.Hot water systems-Replacement equipment 8. Floor Types (678.0 sgft.) Insulation Area a.Electric Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 678.00 1112 b. Conservation features EF:1.076 b.N/A R= ft2 None c.WA R= ft2 15.Credits Pstat GlassJFloor AreTotal Proposed Modified Loads: 18.44 PASS s Total Standard Reference Loads: 24.58 JI I here certify that the pl ficabo r by Review of the plans and O�'fHE Srq�sp this Iculation are in p' the specifications covered by this Cod calculation indicates compliance y �,, '% , _ .'.� 6 with the Florida Energy Code. enrr�"�'�• ::ice. O PRE PA Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * �, I hereby certify that this building,as designed,is in compliance Florida Statutes. 5A with the Florida Energy Code. x'00 WE OWN AGENT: . VV_ f ''1 p6 �1-�--- BUILDING OFFICIAL: DAT '� ' c,� DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires an air distribution system test report,by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference In accordance with 403.2.2.1.Is not greater than (20 cfm:Duct#1) 2/11/2015 2:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 r PROJECT Title: Wallace Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 678 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 518 NE 106th St. Permit Office: Cross Ventilation: County: Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Writer Summer Degree Days Moisture Range FL,Miami Beach FL MIAMI INTL AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Block1 678 6102 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 678 6102 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 85 ft 0 678 f12 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel file 758 f12 170 ft2 Medium 0.65 No 0.9 No 0 26.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 678 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 678 ft2 0.11 Wood 2/11/2015 220 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 9 Ornt To Wall TypeR--Value Ft In Et In Area W-VaIlle Fraction Absor Grade% 1 S Exterior Concrete Block-Int Insul Main 4.1 20 0 9 0 180 ft2 0 0 0.3 0 2 W Exterior Concrete Block-Int Insul Main 4.1 38 0 9 0 342 ft2 0 0 0.3 0 _3 E Exterior Concrete Block-Int Insul Main 4.1 27 0 9 0 243 ft2 0 0 0.3 0 WINDOWS Orientation shown is the entered Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Clear) Yes 0.97 0.44 16 ft2 1 it 0 in 3 it 0 in None None 2 W 2 Metal Single(Clear) Yes 0.97 0.44 24 ft2 1 it 0 in 3 ft 0 in None None 3 W 2 Metal Single(Clear) Yes 0.97 0.44 9 ft' ft 0 In 3 it 0 in None None 4 W 2 Metal Single(Clear) Yes 0.97 0.44 24 ft2 1 ft 0 in 3 ft 0 in None None 5 E 3 Metal Single(Clear) Yes 0.97 0.44 142.2222 1 ft 0 in 3 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 889.20 48.816 91.805 0.3450 8.7433 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 16.4 kBtu/hr 1sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:18.5 29.8 kBtu/hr 894 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 2/11/2015 2:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS —Supply— —Return— Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 135.6 It Attic 33.9 ft2 Prop.Leak Free Attic 20.3 cfm 2.28% 0.03 0.60 1 1 TEMPERATURES Programabie Thermostat:Y Ceiling Fans: Cooling Jan [[ ]]Feb Mar [( ]]Apr ]May Jun �C]Jul [X]Aug �C]Sep Oct Nov Dec Heating [X]Jan [X]Feb [X]Mar 1 !Apr May Jun l J Jul l l Augt l p Octet Nov Dec Venting [[ ]]Jan jj ]]Feb [[XX]]Mar ll�xll W W Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/11=15 220 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 518 NE 106th St. PERMIT#: Miami Shores, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and / doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Coolingtheating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or / variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 2/11/2015 2:20 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 2ENERGY PERFORMANCE LEVEL EP�f� DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index,the more efficient the home. 518 NE 106th St., Miami Shores, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 765.00 ft2 b.WA R= ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1(1) d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 678.00 ft' 6. Conditioned floor area(ftp 678 b.N/A R= ft' 7. Windows" Description Area c.N/A R= ft' a. U-Factor. Sgl,U=0.97 215.22 ft' 11.Ducts R ft2 SHGC: SHGC--0.44 a.Sup:Attic,Ret:Attic,AH:Attic 6 135.6 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: NIA fl? a.Central Unit 29.8 SEER:18.50 SHGC: d. U-Factor. NIA ft' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 16.4 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.440 8. Floor Types Insulation Area 14.Hot water systems-Replacement equipment Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 678.00 ft' a.Electric EF:0.99 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this me has plied w' a Florida Energy Efficiency Code for Building FTKE gTgT Cons rough the a ve a ving features which will be installed(or exceeded) .�•0 60 in this ho a before final i p se, a new EPL Display Card will be completed based installed Cod li ri Builder SI Date: Address of Ne ome: / City/FL Zip: 3 3 13 g� G'op WE *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software U.S.DEPARTMENT OFHOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Mood lnsuranceProgram Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSUF2J�NCE GOM�'AiY USE..:; Al. Building Owner's Name JOHN N.WALLACE PDll�jr I�UIl1b2P fig A2. Building Street Address(including Apt.,Unit Suite,and/or Bldg.No.)or P.O.Route and Box No. Gornpany NAIL Nurrtber 7 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 10 AND THE EAST HALF OF LOT 11,AN AMENDED PLAT OF SEC.NO.5,BLK 110,PB 10,PG 47 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longkude:Lat 25'52'20.72'N Long.80'11'14.17'W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1296. sq ft a) Square footage of attached gararle 400.0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 15 within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 1296. sq in c) Total net area of flood openings in A9.b 400.0 sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix I B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations aleVbl! ased on: El Construction Drawings' El Building Under Construction" ® Finished Construction 'Zi,rY. [Devatioil 16ftcate willPeOINred when construction of the building is complete. C2. glevaborss-Zor4esA1•-Q30,AE,'AH,A•(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h 154M 58cording to the Ltuilding diagrarro specified in Item A7.In Puerto Rico only,enter meters. Bgrtchmark Utilized D-159 680^66 Vertical Datum: NGVD 1929 FhhFcA&0elevati$cLaUq used f9101%'blevations in items a)through h)below. N NGVD 1929 ❑NAVD 1988 ❑Other/Source: QltLoAfted for bekft elevatis"roest be the same as that used for the BFE. sees* •000 •••••• Check the measurement ttd7 �•�gpcjj bottom floor L�AGuding basement,crawispace,or enclosure floor) 10.95. N feet ❑metTop&the next Rlgher floor •• ••• 12.36. N feet ❑meter W&M of thqIgVW rorizontO 30&lural member(V Zones only) N/A. N feet ❑meters-° dVttached garage(top of slab: •••• 10.72. N feet ❑meter (� e)•L•o'We�t elevajigr;af oachineryeor egbIpment servicing the building 11.27. N feet ElmeteZr , 1 (Describe typebf equipment and location in Comments) 4� a", Q Lowest adjacent(finished)grade next to building(LAG) 10.43. N feet ❑mete ;_ :0:� g)Highest adjacent(finished)grade next to building(HAG) 10.51. N feet ❑mete Imo, h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.43. N feet El mete + SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. N Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? N Yes ❑ No Certifier's Name GEORGE MARRA License Number 2534 Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 139PNW 97 AVE City MIAMI State FL ZIP Code 33172 Signature Date 11/18/2014 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 Corripany NAIC Numbec SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy troth sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments SECTION 2 C(E)LOWEST ELEV MACHINERY IS A/C PAD.LAT&LONG.PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION=10.81 FT Signature Date 11/18/2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.if the Certificate is intended to suppori a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom ficor(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is =. ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name JOHN N.WALLACE Address 518 NE 106 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date 11/18/2014 Telephone sees Comments •• • sees ees••s' ' • 4 • *sees* • ❑Check'here ifa$aA'm'ents. SECTION G-COMMUNITY INFORMATION (OPTIONAL) .• •+ •• ••+••• The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can a"plete Sect ;F B,C(or"Vh? G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10elvAuerto Rice onigtenter meters!• G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensdd%4bfveyor,eRdineek,or archt"eA is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Serax nts area below.) • • G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or communrl-lbAddrd BFE)U Zpp%AO. •'••:• G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. .'•• : • • •s• • G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy lisued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. t 0, milk HIAMa MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PER_M REGULATORY 11905 Sof/26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE AD T 78b)315-2590 F(780 315-2599 NOTICE OF AC O �`��'��'�*� ` ! �� yMW.miaMida¢c gov/nera/ PGT Industries NOV 2 6 2014 1070 Technology Drive, Nokomis,F1.34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority ' Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County product Control Section(In Miami Dade County) and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product-or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Sendm`FD-790"Outswing Atnminum French Door w/Sidetites—LALL ,APPROVAL DOCUMENT:Drawing No.800-11,titled"Alum.French Door&Side lifts,Impact", sheets l through 12 of 12,dated 12/23/04,with revision E dated 10/12/11,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 11USSME#IMPACT RATING-.Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,stave, model/senes,and following statement: "Miami-Dade County Product Control Approved",unless otherwise rioted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur dkw the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for.sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTLSEMENT- The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fgrinslmticnat the jgbisite at the request of the Building Official. This NOA revises NOA#09-102&-V and cornet.$oftl*ij;7 and evidence pages E-1,E-2,.and E-3,as well as approval document mentioneXab;�.:•; % : :': The submitted documentation was reviewed by Mama a •' • . .• NOA No 11-1013.24 •• Expiration Date:February 24,2015 FRA • 1 Approval Date: November 24,2011 • ,�J'� Page 1 L PGT bdush es NOTICE OF ACCEPTANCE:EVIDEXCE SIIBA TTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11,titled"Alum.French Door&Side Lites,Impact",sheets 1 through 12 of 12,dated 12/23/04,with revision E dated 10/12/11,prepared by manufacturer,signed and.sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports-on: 1)Air Infiltration Test, 2)Uniform Static Air Pressure Test, 3)Water Resistance Test, 4)Forced Entry Test,per SFBC 3603.2(b) along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold,glazed with 7/16"laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5941,dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA #09-1028.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FISC,TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 b)Forced Entry Test,Per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. (Submitted under NOA #09-102&10) 3. Test reports on: 1)Uniform'Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of O7XX configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL4527,dated 02/10105,signed and seated by Edmundo Largaespada,P.E. (Submitted under NOA#05-04.19.03) 4 Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-944 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. V"I`L-4528,dated[f?/1Wfl5;sineai and s€*d by jEdm=.do=7%,.E. (Submitted under fjOAW frffliid 0:8•• •.• •� ; MdFu-e1p-e-r4 P.L Product Contro iner • 0:0 NOA No 114013.24 •; Expiration Date:February 24,2015 • •• Approval Date: November 24,2411 , PGT Industries ffOTICE OF ACCEPTANCE: EVIEDENC'E SUBINIITTED B. TESTS(cowmm 5. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL4529,dated 02114/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA #05-0419.03) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL4530,dated 02/14/05,signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #05-0419.03) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FEC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outsvning French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4311,dated 09/01/04,signed and sealed by Edmundo Lsrgaespada,P.E. (Submitted under NOA #05-0103.03) S. Test reports on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FSC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outsvving French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL4312,dated 09/13/04,signed and sealed by Edmundo Largaespada,P.E. (Suh 'ed under NOA #05-0103.03) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static.Air Pressure'fest,per FISC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL4315,dated 09/13104,signed and sealed by Edmundo Largaespada,P.E. (Submlited under NOA #,05-0103.03) • .. . . . OIAMI PAND4 •• •' '•• et Perez,P.E. •. ... •' Prod et trol Examiner A No 11-1013.24 •• ••. "; ••• Expiration Date:February 24,201S Approval Dabs November 24,2011 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 10/01/09,prepared,signed and sealed by Robert L.Clark,RE,updated to the FBC-2010 on 10/11/11,signed and sealed by A. Lyrin Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting„Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 10-022.09 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite@ PVB,Interlayer"dated 12/24/10,expiring on 12111/11. 2. Notice of Acceptance No.p9 0223.05 issued to Solutia,Inc.for their"Saflex Multi- layer Glass Interlayer"dated 04/08/09,expiring on 04/08/14. 3. Notice of Acceptance No.08.1224.04 issued to Solutia,Inc.for their"Sa flex Composites Glass Interlayer with PET CoW dated 02/25/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001,signed&sealed by A.Lynn Miller,P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010,prepared by manufacturer,dated 10/11/11, signed&sealed by A.Lynn Miller,P.E. 3. Statement letter of"No financial interest",prepared by manufacturer,dated 10/11/11, signed&sealed by A. Lynn Miller,F.E. 4. Letter of lab compliance,part of the above test reports. 5. Proposal No.08-1891 issued by BCCO, dated January 26,2009,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10,issued to PGT Industries for their Series"FD- 750"Outswing Aluminum French Door w/Sidelites—L.M.1.,approved on 02/10/10 and expiring on 02/24/15. 40 .. •.: '.: •." : : ..• .•.. •'• ••. ••; Perez,PE ProdCod fExaminerMN o 114013.24 ... ... Expiration Date:February 24,2015 • :. • •; ;• • Approval Date: November 24,2011 • • .• ••E-3 •. e NOTES: OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE(S) 1.GLAZING OPTIONS: A 7/18°LANIt CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/18°HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BITTAC►T 'OR SAFLEXIKEEPSAFE MAXIMUM. B /18-LAMI CONSISTING OF(2)LITES OF 3M8-HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACTTE OR&4AUiKEEpgAPE MAXIMUM. C.7/18°LNNI CONSISTING OF(1)LITE OF 3H8-ANNEALED GLASS AND(1)LITE OF 3/18°HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. D.ME LAW CONSISTING OF(2)LITES OF 3H8°HEAT STRENGTHENED GLASS WITH AN A76 VANCEVA INTERLAYER. E.7/8-LAMB LG,CONSISTING OF(1)LITE OF 311(r TEMPERED GLASS OUTSIDE,IW AIR SPACE AND(1)7/18°LAMI GLASS ASSEMBLY INSIDE(3118°A,.090 PVB,3118°HS} NOA DRAWING MAP F.7/8-LAMI L0.CONSISTING OF(1)LITE OF 3/18-TEMPERED GLASS OUTSIDE.114'AIR SPACE AND(1)7/18-LAMI GLASS ASSEMBLY INSIDE(3118°H8,08D IVB,3/18°HSE. GENERAL NOTES. „$ E 0.7B-LAMI I.G.CONSISTING OF(1)UTE OF 3118°TEMPERED GLASS OUTSIDE,IW AIR SPACE AND(1)7/1W LAMI GLASS ASSEMBLY INSIDE GLAZWO DETAILS.__2 (3/M-A,.076 VANCEVA,3/18-HSI DESIGN PRESSURES......3 ELEVATIONS.......„»..,.,....4 •s•• K TI CONSISTING OF(1)LITE OF 3118-TEMPERED GLASS OUTSIDE, AIRSPACE AND(1)7H6°LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS,___6 • • •••i (3tI6*HS,. VANCEVA,3H(-HS) •••••• • •• HORIZ.SECITON8...........S • • • • • Z ONION PRESSURES:TABLE 1,SHEET 3. PARTS LET._... ... .......7 ••••s i • • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EiM-a EXTRUSIONS—.........._.... 8.9 •••••• • ANCHORAGE.....,......«.....10-9E • • • • • B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.)2. • • • ••••• 3.CONFIL4URATIONS:&,Py LOI (LQ PASS MXIX,OXO.M XXXO.00K.OR OXao WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE ••• •• •••• i••••• ANY TWO ADJACENT Lf UNITE CAN 13E EITHER TWO SINGLE:,g DOORS ORA DOUBS,&DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-ME BLL.THE ••••• FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE Zf, AND IIC9HYC1 B6VlKCn •••• : •••••• O UNITS TO MAKE THE ABOVE CONFIGURATIONS. wa dw tom" • �— 1 • • • 4. CHL AC+Tt:THE 33113%STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE RECIUMEMENTB SEE SHEETS 8 THRU 11. •••••• • 6.SHUTTERS ARE NOT REQUIRED. • • i • • •• 8.SEALANT pdBTAUATIOMI SCREWS,FRAME AND PANEL COIEVER8 8EALE]WITH CLEAR COLORED •••••• • • • SEALANT:VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE ••s••i • • INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7gREFERENCES.TEST REPORTS:FTL-4311,FTL•4312,FTL•4316,FTL4627,FTLAM,F A520.FTLAS 0,FTL-4821 AND FTI.-8941. G9 ANSUAF&PA NDS-=FOR WOOD CONSTRUCTION ADM-2006 AL IMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE KVH4 �IIIIII! �VN1...AJIL-1 tit•,•GgPt86 �i� eND % !xani Q MMMULOWOMANDAMM :�NEW lOF1 = �awavesn�a�sr aa» I aaa GENERAL NOTES AND DRAWING MAP u mean a FwA mem aMm p� ALUM.FRENCH DOOR&SIDENTES IMPACT ''•,SSIONP��• Fx 12m rrr.ilw •dEIOS a s�4 •.� I I P.E. Fu I -r 12 armo-�� E FL P E 668703 Vie'NOM, 7n8°NOM. 3116'ANNEALED OR HEAT STRENGTHENED GLASS ane^ANNEALED OR HEAT STRENGTHENED GLASS ON'DUPONT BUTACITE OR SAFLEX7KEEPSAFE MAXIMUM PVB INTERLAYER •07W VANCEVA INTERLAYER 3116'HEAT STRENGTHENED GLASS 3n6e HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 10 109 90 109 90 10 105 ee BITEE 105 SWGLASS BITE 0 0 0 0 QR iWTP�tOR WERIOR • • • GLAZING DETAIL SETTING BLOCK GLAZING DETAIL smNG BLOCK 0000.. •;•••• 7/18"LAMI GLASS W/PV8 INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER 0000. 009000 . .. .. . • 9• .009 0909 90000 7re'NOM. o.eR�eg�wltABr 9 9 0 0 0 .0* 0• i •0 9 9 9 3fi8°TEMPERED GLAD Tree�� 1uBEvt&BB • 9 9 AIRSPACE 3nS'TEMPERED GLASS A> • • 9 9 9 9 AIR SPACE perm Lg ' 9 9 0 9 9 9 ane•ANNEALED OR HEAT 3WANNEALED OR HEAT • • • 99909 STRENd77FMASS 0 9 9 9 0 0 • 00-0001 0 00 —.OW DUPONT BUTACITE OR SAFLEW • 099099 • • • 0 KEEPBgFE MAXWUM PVB INTERLAYER .076 VANCEVA INTERLAYER 0 9 9 9 9 9 • • 9M'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 909099 3n8"F�AT ' 0 109 96 OR 98 109 97 OR 98 108 90 108 go 105 818"GLA88 105 678°GLASS SITE BI'T'E EXTERIOR t IDR 909NOR INTERIOR GLAZING DETAIL 'E'BLOcxcc GLAZING DETAIL BErnNo SLOC"- _*: No gg705 7/8"LAM)I.G.GLASS W/PVr31NTf±RLAYER 7/8"LAMI I.G.GLASS W/VANCEVA INTERLAYER i W= Px /8MZ4B B NOCIfAARig31l698M657' �'0� tell p fotolrjsk" 60L001'f9tlVG OLAZI'NGDETAILS NEWQ 1Y0 81B'81' ZR9B78 rr �:Qit�•'•.,SOF\�P �U'`; +,s oma ro n eroawf�a n axBer nc 1878 ALUM FRENCH DOOR&SM UTES,IMPACT FK 1 4 LT, tANJB fa ° 2 d 12 9000.11 E FLP.E.a*68706 f�dCs�_ Table I.Maximum design Pressures(pat) Z 0 Height LENGTH f` Allowed ht owed 9 An) OvratHANo � Configuration Width On) Glass HEI;IHT g Types 79 ar,(85 83 we(A 87 314" 91310 96 3/4"A g X 37'( &E +70.0 -8D.0 +70.0 -80.0 +70.0 -8D.0 +70.0 -80:0 French C,G +100,0 400.0 +100.0 400.0 +100.0 -100.0 +10D.0 400.0 +100.0 -100.0 OTE9� Door 1.IF USING THE OPTIONAL LOW-RISE sILL )a 713/4"MA,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 (PART 10,SHEETS OF 12),THE CA +100.0 -100.0 +100.0 -100.0 +iW.O -100 0 +100.0 400.0 +100.0. -100.0 OVERHANG LENOVERHANG HEKR4T MUSTSGTGREATER •••• DIAGRAM).IF NOT.THE MAXIMUM • • •••i • •• Ftdl AE +70.0 -M.0 +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 +70.0 -M.0 PosnWE(+)��PRESSURE IS •...•. • . .iamb 3811116" LUNIIED TO+BOA PSF FOR ALL SrAM • • • • CG +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -1�.0 AND SI2E9 of THE DOOR AND ANY •••••• ADJOINING SIDEUTES.(REF.FTL-5041) •••••• • • 30 11116" C.G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 •i•••• • •• •• Sidelite Narrow 33 11/18' CA +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 • • • • • ••••• •••• ••••• •••i•• •• • ••• .anrb A,9,£,F +70.0 -80.0 +70.0 -80.0 -80.0 +70.0 -80.0 +70:0 460.0 PMauor RO10n • • • •• ••• 3811/18" CG +100.016 tb. -100.0 +11.9 -K9 +95.3 =96.3 +91.4 -81.4 +87.9 -$7.9 • • • ••:• D,H +100.0 -100.0 +100 0 -100.0 +100.0 -100.0 *Goes• •••• +100.0 -100.0 +100.0 -1t?0.0 •••••• • Table la.Glass and Testae ort Number 00000: A-Mir 18"A,.090 PVB,aflU S) -4311,4312,4315 • • B-7/18"LAMI(3/18°HS,.O�PVB,3118'HS) UPGRADE FrL-4311,4312,4318 C-7118"LAMI(3/16"A,.076 VANCEVA,MIMS) FIL-4527,4528,4529, D-7116"LAMI(3118"HS,.076 VANCEVA,3118'HS) UPGRADE FTL•4527,4628,4629,4 E-718'LAMI I.G.(3118'T, 114"AIR SPACE,3118"A,.090 PVB,3/16"H3) f1L-431t,4312,431 F-7/8'LAMI LG.(31in 1/4'AIR SPACE,3116"H8,.090 PV8,3118'HS) UPGRADE FTL-4311,4312,4315 fl-Mr LAMI I.G.(3/1("T,1/4'AOR SPACE,3/16'A,.075 VANCEVA,3118-HS) F M 4627,4628,4629,4530 H-718'LAMI I.G.(3M8'T,1/4"AIR SPACE,3MIMS,=VANCEVA,3/18'HS UPGRADE FTL-4527,4528,4528, •.fit'�: Na 88708 FA MRMM 8 fM44T8L1®.H11aA9rNH r90•QZ ' 4 : IITIMF •�/� a nana�oorarw� DESIGN PRESSURES 'D�` '• oR�oP• '(�`l� .ea ram s Faacow ysam ,s J morn o dO OM&Awr Fa�pc ram ALLM FRENCH DOOR&SIDE LM,MWACT ,� is,`s/OP1A%- FJG f 0 LT. txs•7e "4tlb4Q A.LYNIG�I�IItL P E F07� A!TS 3 s f2 80 -1 f E FL P.E.#58708 7313/18°MAX.MDTH--1 110 6W MAX WIDTH 146 318°MAX.WIDTH 96 aw MAX. N HEIGHT ALL . .... . .• •'•'•'06 0 00OX OR XO OXO OXXO(SHOWING EACH VERSION SIDEUTE • •• •• 3r i • i 3811ne° •••••• • �� MAXWIDTH— 3811118' ••••• •• •• i•• 26°MAX �71 3114"MAX MIDTH� MAX,VW40M� •••i•• •• • ••• DLO ALL 2rAl s=11mm • • • • UNITS MAX QL0 I eM ewm dlo pwA, • , Ll •i•••• • •0 79 IV •••••• MAX L.AL ' 111111! X xx NOTE 0(FULL JAMB) O(NARROW JAMB) 1.CO TIONS WJTH StDE LITER CAN BE ETIHER NARROW JAMB OR FW.JAMB VERSION, =�t tc 2 FOR ANCHOR SPACUVti AND I�TAILB SEE SHEETS 9 THROUGH 41. Nc 587 3.FOR VERTICAL SECTIONS SEE SHEET 8 AND FOR HORIZONTAL SECTIONS SEE SHEET 8, O i' go ti .. we tar8ee s rooaw enw rwo i aoroaw8[RDEXAMPLE ELEVATIONS �=�p'. STATE i c noaWrmnesr Rs•sa ma "c`' •..Ftoinop• '(�� Am am4m ncmun s name�f P4 t� ALUM.FRENCH DOOR&SIDE L/TES,IMPACT FK &M LT. rise + er m.mm A LYn'a4'Il1iLL�'I�P.E FD>6a NTS 4 + 12 8000-11 E FL P.E.#58705 VERTICAL SECTION A VERTICAL SECTION B O NARROW AND FULL 1 OUTSWING HEAD JAMB SIDE LITE HEAD 4 81 8 4 DR 7 23 6 b ORIGINAL VERSION TOP RAIL 4> B 8 21 A0 W rx 5500 ALTERNATE VERSION TOP RAA. •••• • • • • • •••••• • • i•i•• MAX.OLD MAX DLOsee* C • • • • �eauC7'NEv�vxa Awl • .0 • • • • •• • • • MAX •••••• e•e••i • HEIGHT MAX. • • OPAL VERBM BOTTOM RAR HEX3HT 56 ALTERNATE VERBM BOTTOM RAR 6 b 2 L1 10 7 ® 3 �2 �unii VERTICAL SECTION C VERTICAL SECTION D !NARROW AND FULL OUTSWING SILL iro.587o5 JAMB SIDE LITE SILL PA Itie IRMWWeras er AtieawrBruoam exr ° �P':. f�101 p • STW, ert � a romreaeu�o0rar VERT M SECTIONS tab BAL FLdYd76 %(�s'•.FCORID�;.•'G\=� ,�� o rramw�nesm•ar r rsm ALUM.FRENCNDOOR&S/DELMa IWACT �'''�iSOYN-'F, sxlj�l tt •� I LrW14kNt R P.E. Fz IQ 6 a 12 80f1 E FL P.E.#58766 OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE 53 5226 20 1n2OSEE NOTE 81 1 82 8 G / • •••••• 29 M F=,;AS 81 HARC WARE WY(3,11° •••••• • • • 80 FROM TOP 8 007TOM AND ONE AT MIDSPAN • 46 • • e•••• ••'•'• •• •• DETAIL J 30 •.. •. ..• :..�. 20 5 SLAB AT wTERIO ..... .. .... ae GLASS BED1 p 27 UCTMIOAM •••••• *so:00 DETAIL G STILES AT ASTRAGAL" DETAIL F % .•.... w - FULL JAMB SIDE LITE • e •• 8 82 81 SEE NOTE a 82 81 SEE NOTE (AT HINGE JAMB) ••••e• • • 5 1 20 1 20 1 10 8 30 80 7 7 27 30 27 20 29r 1 83 70 29 83 70 .�` �`(NN Mu DETAIL H °ase DETAi�K DETAIL E DETAIL I `•`o` -- :.� NJAM__B,FULL JAMB JAMB. NARROW _ ARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SID_ JAMS SIDE 111mw (AT HINGE JAMB} (NOT SHOWN ABOVE) N mom• a aaaaarreasr�r �.p' on ' c Alta c Ncanas HORIZONTAL SECTION DETAILSnow %.,�0 ' .,$toy°��• A°D1 „'� •UW eO+r FRENCHI=RAS/DELRES,IMPACT FJL 12MLT. 466 FD7S0 1/2 B s 12% o.�v A LYNIVI/iI 1 ,RE BQDf>L11 E FLP.E#88705 87D780 DOORM 0750 JAM B S1DB 4PPE MWID"I PGN mm WOO DISCRII'IWN PGI/ IBAB 1 M9•HPA BiAMB 6m 2 86AIA 6HOP6 4 8668 DW 6w 690MA 0am SMWQDM68A07 3 6BODQC 7 8609 DWAILVIAyg ➢ 3 BOBB MLL�� 8 PBAMBA YSCRBWNBXI•PH 1 ST08 OD12 7A1LM1B 21 8014 68614 8 FAAMBA YsmawaX1• D 8613 x613 / 8� ABTRAQAL SBAL ! 1618X3 6TRODA 480tE 36 OemumNITI'St16-I6 WWWA P BSD CLAMP 6037m 5 8RL6: WBATF®WfRIP 60 X3wpHSQDMWTEKMMW78X34PS7'611 20 86D 61 BEIi$ LlTB 21 ROOmmm D014 62 8100 JAMBTRBN 68@9 •••• 85D SOO FOM NABROWJAMB SERE UTS • • •••i • •• 24 223 17 I PBA &SBL 6 e••e•• • • BWFJP 6 4 BWB CAP • • • • /0 !!P FlBI4 Ow WM •••••• 26 9 A dcINAC17Y0 aw 615 7 80 lNffAUKATR •••••• • • • � 3AMB g88X 11 PH QUAD MPQA • Asm 21 8014 814 •••••r • •• •• • 8018 773 22 W13 RAR. am• • • • • 9A 08AR ••••• •••• ••••• 31 ffRWA ft � I8 A / xU4' 37BBVI�cgpp�BrVA" �, 1611Mg A�mwrlM • 5 s••••• • •••e• 36 gryg 7NOWA =10 eYei 2 • •••••• 37 ASSIMIS YBIT • • • • •• D dorm 8D YW M 686E16 • • • •••••e e • 39 81 /t X2IA•'"BWW s:•••• 40 SCRiWYB/8X TRIM ?MC"AX 82 I82{Fffii107P 4 801 811001 T D XI FmTEICSCREW 42 84 1 lamwommumzl RUABEADS&S UCONE BOLT & S SSPIBIJ.TRHif 78X98PFIX R98 881✓fa T WSIIBH81 91 77 5' 9116' {6 8M AT QAL AcM W81"m TIDG]ASS l6• 3n6- 4T M=KA7RSCFMMMX3WSqMUTRHD0 7716•IAMINAMMASS l6• YAN123Y YIS 48 MPH 76 94 JE tAKM- M03AB8 B HL.W YANCOV 49 THAT &SILL 1K LAW L(L 6• LW WA 311 VW D 8x1afflatm 86 WLANjAWWT.WSPACltYWyj6*M 81 MMMPLATBSCRBVS SSSXIBPBB tMEXUPPB 97 IAMLQ. T UO'SPA 311@' 3116• 51 8881 A 80P 98 778 1A83!I Q CT-1WIPACKYWYLANMAJAV 111 I 1!1 ' QBAR WOMA PAD 68072 y �O�� ON A'!l(( 34 BA04 BFAD 55 WA RAEL OSOIA' 680I/A ADsa 13A Ra _�. NO gg7053A PADS7 NWx2Ur p TS 7S1 ULBWSTP 7 ='� P.KImew B S AM ABOBL •spn �'.,•� AT : dR 6/'lZti 0 �+ s+a7 �ARTSLIST ;'AQ�., FL �C�� us /vea B aaoosva3eBD/se7s�T PQ 7ax2 ALUM.FRENCH DOOR ASIDE LITES IMPACT pNP�; ,• °i■ FL8f814 •.+a A LYA%III'L�,IP.E F LT. 4/SdL4 FWW NA 7 o J2 .8000.11 E FL P.F—#68705 --�-� 1278 H•-• ._ - .oez � . .082 2.238 am1 1.1.160.L- 1.L 4.oz7- .883 I tom---3.838----+� 1 311 #8006 6063-T6 T�-3 —� .033 o� 040 �1 FRAME,BEAD,JAMB O #8003A 6063-T6 O #8004C 6063-T5 ® #8008 DRIP 063--T5 \.1 SCREW COVER AND SIDELITE SILL OUT-SWING SILL OS SILL COVERCAP 1 We A02 .074 2.00D T �--•-1.940 ,' 8 1.498 0000 Aas + I • • 00•0 • •• 089 J. L 0000•• • • • • • • 9�9D------«� Hoso 411•0060 00.00; #8009 6063-T5 ® 10 #8056 6063-T6 #8012 6063-T6 #8017 6063-T5 �• :*:so O INSTALL.PLATE OUT-SWING LOW SILL 20 STILE 23 TOP SWEEP •••s•• • 00 •s • 0000• 0000 00000 •••0t 0••0 ! 0Ica 000• i•••ss • •• 0000 fT- t • ••••• 1.830 .100 tow &Z240 •• 0•••00 t .797 • • e - 8,2&0 f• 4434-----.� r 0000•• • • 0000•• 22 #8013 6063-T6 #8014 6063-T5 O #B016 6063-T5 • • O BOTTOM RAIL 21 TOP RAIL 24 BOTTOM SWEEP T1.938 ,00 1.838 .078 JL 1.407 1.170 i^•--..---8280 I- 4.434---y 2.844--- #8013A 6063-T6 #8014A 6063-T5O #8015 6063-T6 BOTTOM RAIL,LAG BOLT DESIGN 56 55 TOP RAIL LAG BOLT DESIGN 26 ASTRAGAL VE wa >omteaa�aaroxna EXTRUSION PROFILES as orasno v avnaas�r Pus�sr�saa ALUM.FRENCH DOOR IN SIDELITES IMPACT t FJC !1l—= LT. d.t,ee A IUILL�R P.E. �� 1/2 8 .m f2 800D-if E FL P.F-#88708 .142 �1912— 742�` rl�-2280-- 076 I 1 n�.075 0m —I" 1.783-+ iw""�r--2-38 .100 4 27 #80216 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 37 #8039 60631T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE,BACK-UP GEAR HINGE,DOOR TRUSS CLAMP •••• .082 .126 3M7 tow 0000.. AW 00 "' r • • • • I #8028 6063-T5 #8056 6063-T4 #8033138105-Tb • •. 81 SL HEAD TRIM O SUBSILL•,OPTIONAL 70 #8010 8083-T680 FD ASSY BEAM 0 ••••• •••• ••••• NARROW SL JAMB . . 0. 0000. .. 0000 . e .. 0000 .0600. 0000. 0000. 0000.. . 045 1.1ee 000000 6 6 6 6 6 '.' ._ T •••666 A42 • • 8� �T L .048 .750 .0482313---►�. r"t' �b18 i•�— .987 #8022 6063-T5 #8026A 6063-T5 #8023A 8083-T5 #8024A 6003-T5 060 BACKBEAD SL BACKBEAD 7/16"BEAD I.G.BEAD O S#8LOJAMB TRIM uuu No.58705 Fx areae a u oasa oow �.p'• oK n 1e7elf. [OOY�YB VMUJStONPROMES �'p•' gtA1� P fR 0 lE10PA6F NOf�g9 R8m7d t6. iOIC fLOR�1•' U'�� +x ocxw6 0 �eeawxzar►mer®r va�xraie PQW AlUM.t�?ENCHDOOR&SIDEUTES IMPACTmo, �f''1SS�ONA4 �� 5K 12G�D0 l T. 4/886 xo aseartl ® FOTdO 1/2 # a 12 A LY�VAUA t.P.E. 80D8-11 E FL P.E#WM 31 11° 11° 3°MIN HEAD&SI 11° 3"MIN. HEAD'&SILLANCHO 11' cLusIERR 1 ®TVP. ANCHOR .7 CLUSTER T 10.871' (TYPICAL) (TYPICAL) 70577' MAX MAX OC .B OC. p g 1MAX � �® C�1�10� 18. 0° �® tfi QTY. ANCHORS HT. OTY. HT. QTY. MAX HT. CITY. 96314'-(5) O.C. 963/4'-(6) 96314'-(5) O.C. ® A 86314'-(8) 813!4'--(( (S 81 314'-.(8) 99 314'- (2)EO. 83314°•(5) 314°-0 tl7 314°-(8 $P.TVP. SP)TYP. 87 3°-(8} 83314'-(B) 833!4°•(7) I 78 4'•(8) 19• 793/4"-(7) 11■ 79314'-(6) X11-• m3w-m 91■ .... DETAIL A(CONCRE I DETAIL B(WOOD) ®DETAIL C(CONCRETE) �sEE NoIE 6 ®DETAIL D(WAD) • (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APREGAM PUCAB (2 OR MORE PANELS) ...... • • •••" ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR MES: ' 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 •••••• • • • LOCATIONS • ANCHORAGE SPACING REOUIREMENTSamaktr : s' Ift .'Pon. ••••.• • •• •• • I.D�AILS A AND B ABOVE REPRESENTANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS DETAILS C AND D •.••• �. sees •• i.•i• ABOVE RE'RESENT AN 011 OFANY MORUREOF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LTTE PANELS,FOR MULTIPLE PANEL VC • • INSTALLATIONS OF TWO OR MORE PANELS.UNLESS OTHERWISE STATED.DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS • • • .i ..• 2.ANCHOR TYPES:1-114'E.CO ULTRACON 2-114"FLOG 864 CREPE-FLEX 3-012 STEEL SCREW(GO) • CONCRETE SUBSTRATE USE TYPE 1 AT 1 318'MIN.EMBEDMENT OR TYKE 2 AT 1 314'EMBEDMENT. 1 314"MIN.EDGE DISTANCE FOR BOTH. 0:0000 Goes*• ••••• WOOD SUST RATE-USE TYPE 2 OR TYPE 3AT 1 316'MIN,EMBEDMENT. •• • • i••• 3.8 'OLE PANEL CONMRA �:(DETAIL A CONCRETE SUBSTRATE. DETAIL S.WOOD SUBSTRATE) ••.••• • • .•• ®HEAD AND S6.L._...8"MAX.FROM FRAME CORNERS. JAMM_«...,«•..._...1I'MAX FROM FRAME CORNERS,18.699'MAX,OC-CONC1 M SUBSTRATE(MAIL A)AND 10.671•MAX.O.C.WOOD SUBSTRATE(DETAIL S). 4,TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE) HEAD AND 81LL ...8'MAX.FROM FRAME CORNERS,AND AT 3'AND 8"MAX ON EACH SIDE OF ASSEMBLY SEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). JAMSS_..1I"MAX FROM FRAME CORNERS AND 16.809'MAX O.C. 6.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL D,WOOD SUBSTRATE) LYNN t t t N t t N HEADAND S8L-.....6'MAX.FROM FRAME CORNERS.AND AT 3",S',9"AND 12"MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF S) ` v.CEN..... PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED O ON PANEL WIDTHS OVER 27 314'. : -11"MAX FROM FRAME CORNERS AND 10.671'MAX O.C. N0.69705 ilL iQ+�B • REi�3B PP�iP!>71/tlIEO HAIL - �•,• STATE OF Z >tno oorcwvs ANCHMM SPACMQ ru a aoarumeaesa� eraaa�ssasme s. ,�`s'•.........• G. c mrv,anaac+o�v iu Bpnsm ALUM FRENCH DOOR&SIDE MES.IMPACT t �`�`` �I(Itdi R.P.E. FJG 1 LL a � ® FDf6o 10 -112 �-81100-11 E A fLPE#69705 CONCRETE ANCHOR CONCRETE ANCHOR 1/47 MAX SEE NOTE 1 OPTIONAL WOODANCHOR, 1/47 MAX, WOOD ANCHOR V4*MAX (NOTE 1) GROUT, SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL SEE GROUT. SEE 84 9/4•MAX NOTES 84 8EE NOTES GROUT NOTE 6 BEE NOTE b 3A Kffii 1 -..• ;:4. ';, EMBED. }•j'('::n E:a.'. =': EMBED. +.. a SEE ,�,3.�KSI iAfN,�;,.;: ,.:i SEE 1317 CONCRETE S g, �--.� r. ,. •,, '!NOTE 1 L6 COjVCRE1Eti;"'�'?' : 3' NOTE 1 MIN 2x WOOD SEE MIN i..,.�'% 2X WOOD,SEE t ;' n,:t+,.-,�.:•. NOTE3 NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) ® (DIRECT TO WOOD) (SUBSILL TO WOOD) <3EXTERIOR INTERIOR[� • •• (ALL HEAD A SILL SECTIONS) • • •••• ', '.!�'i'.- 4> ,&4K31A +1 p!ti f'ElvISED SEE® • •• ® ':.`i%.�. 1/4"® NMWWawmmol •••••• • • • • • • • -3NOTE I 4IC5�A9N3 i . : MAX ® .ax+sw� ••••• •••• •••• *.j.�:;CO .r BEE SN1M ��I" 2XWOOp3fj�7 MIN. N• 1 ?.NOTE 1 T • • :(Y.::•r Kti NCRETF. +; SEE NOTE1xWOOD SEEN01E3 mm 91:""w6i�iloMAX 1/47 MAX •••••• • •••• SHIM SHIM ANCHOR,SEE NOTE 1 �(�NCR>r7E ANCHOR SEE NOTE 1 ®WOODANCHORSEEN Gooses • • TYPICAL DOOR&SIDE LITE HEAD 1.FOR CONCRETE APPLICATIONS IN MW"ADE COUNTY,USE ONLY MIAMWADE COUNTY APPROVED ELCO 11C UL IRAOONS OR IW SSA CRETE+I.EX MIN.DISTANCE FROM ANCHOR TO CONCRETE EWE 1813/4•. MIN.EMBEDMENT:I/47 ULTRACON•131",114°SS4 CRETE-FLEX-13W. 2.FOR WOOD APPLICATIONS USE 012 STEEL SCREWS(GM OR ELCC 1/47 884 CRETE-FLEX-131'MIN,EMBEDMENT FOR EITFIER. 3.WOOD BUCKS OVICTED AS 1x ARE LESS THAN 1 1/E'•THICt. 1x WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/27 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGNM;tED BY OTHERS OR AS APPROVED BY THE AUTHORPI'Y HAVING JURISDICTION WUJ i i i r 4.FOR ATTACHMENT TO ALUM:THE MAT'L SHALL BE A MIN.STRENGTH OF 8083-78 AND A MIN.OF 11"THICK, THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO `�. ,tONV LYNN PROVIDE FULL SUPPORT TO THE DOCK FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD SUCKS.THE ANCHOR SHALL BEA 012 SMS •• .rcFJusF'•.: WITH FULL ENGAGEMENT WT0114E ALUM.IFTHESE HESE CRITERIA ARE MET,THE PRESSURES MOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN _` ON SHEET 18 MAY BE USED. No.5870b b.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTTER MATERIAL 1S NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) — � MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRg1E,AND TRANSFER SHEAR LOAD TO SUBSTRATE. ILK p. : s c waaau®esNi�aRaorxx�re tomlamooLmrom ANCHORAGE DETAILS "1orno Asov %y 11, .."t JA atomn cwAw >au?m w� P4VQKin# ALUM.FRENCH DOOR&S/OBUTES MPACT ' ,,,,KONAL'�,%%` F� LT. mwsA847I — Orr moos. r. A. i I P.E. I R 1/4 11 s 12 8d00•! E FLP.E.#SaM G]EXTERIOR INTERIOR (AUsussanoas) CONCRETENOPMNAL SEE Noce 1, ge) OPTIONAL CONCRETE SHEET 11 WOODD $� AANCHOR 1/4°MAX SEE NOTE 1• ® [GROUT� ® N��R, ® SEE NOSHEET 11 SHEET I I f -... ; SEENOTE 114°MAX SET 7 J GROUT, f ,: ear SEE NOTE 8 —+ 8,SHEET 17 ®4ft0U1 1!4°MAXGROUT, $HEFT 11 SEE NOTE' NOTE 8. 6,SHEET 11 SH BMEDBEENOTET i.. •:'( y 34K31«w t T �,".r4F:„ t.,�.dK$I•or`:.: �• si CONCRETE +;•t- `[!�}�V�c7e ' SEE NOTE 1. 1 acyy '�1}/'IIT}1 0 • :f SHEET11 `t'l. ,.1.: :EI..W., «,'� .di,;._ """"t'.'.•' ® MIN 1°.• tiiW SHEET11 SEE NOTE IbINV SHEET = SHEEP 113= TYPICAL DOOR SILT. OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT D CT TO WOOD • .e.• •. ) (Sl1BSILL TO WOOD) ••coos • • • •• • ••••• EMBEEMBED. romer� •••••� • •• •• 4 ® SEE ' A SEE so •IiosRa� • • NOTE 1, aoTe 1, CONCRETE®ANCHOR, CONCRETEtea. ••• •• ••s• •••• SHEET 11 SHEET 1 SEE NOTE 1, ® ANCHOR •Ow ItJ. INTERIOR sHEET 11 13J8• SEE NOTE z, ••••• •• • ••• ,. ® SHEET II • • • is i- ` MW.�) • s • •• • 000 (ALL JAMB SEC710PI8 d •••••• ) i k CONCRETE `+ �:iT,l'• • • • ANCH . •••• EXTERIOR i.• •, 0R, ; NOTE I, ® LOA .r',,,....t;,•: •••••• • •••• SHEET 11 3.4 KSI Mk :r • • • • 1�., n CONCRETE ` *sees: ••• 3.4 KSI MM CONCRETE MIN.CMU a •4. L • • 2x WOOD, SEE NOTE 3. SHEET 11 114'MAX SHMII---4 I.— SHEET 1!4'MAX SHIM---] �.— Ile MAX SHIM--� �+— TYPICAL DOOR&SIDE LITE JAMB 111"'I7 _:*r No.88765 •.*=_ PX 76'(808 B A03Y877f.A0D ��•; BI ' !�— AL 6BD71a11Bgd, � 6 Il 11 /swawoalr TB lom7mouw wafflua ANCHORAGE DETAILS srnrE CW- tv ex a� ° •ot7rrmsl�r R8lY/6 ,. %F ••.!`�•o>Hop;•'6�2. .1l1. o7mpm o a� �,r,cwa.B.ngo77mB ALUU FRENCH DOOR&SIDE UTES IMPACT ZONAL a.K r. � .�ww3RJ4Yp rx� A L ! `P.E` t/4 12 o 12 8006.•11 E FL P.E.ffi 687>}S MI� MMI DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERM ,E E D REGULATORY 11805 SW 26h Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADM N 8�_ T(786)315-2590 F(786)315-2559 NOTICE OF AC ® - O �, www.miamicladeAL9-yA eras PGT Industries,Inc. f 1070 Technology Drive N 0 V 2 6 1014 North Venice,FL 34275 SCOPE: p'y.° -- -_ This NOA is being issued under the applicable rules and regulations governing the use of construc ion. materials.The documentation submitted has been reviewed and accepted by Miarm-Dade County PERA Product Control Section to be used in Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the.High Velocity Hurricane Zone. DESCRIPTION:Series SHR 710"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/1712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. AUSSII.E IMPACT RATING:Large and small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label withthe manufacturer's name or logo, city, state, model/series and following statement: "Miami Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.92•oAd pogsisIs of this 114ge 1, evidence pages E-1,E-2 and E-3,as well as approval document mentioneQ above. • The submitted documentation was revi®well: Add00 owe 96s 'D` , E. . . • NOA No.11-1114.04 ' • �l 1t:• Expiratlon Date: December 21,2016 Approval Date: February 16,2012 ... //� Page 1 1` PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubanYted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20194 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.-FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. .. ... . . .. (Submfted under)VOA itos •0&46�. • g•• •• ' • . '• Jaime D.Gased-h,P.E. Product Control Section Supervisor • ••• ••• ••• ••• NOA No. 11-1114.04 •• Expiration Date: December 21,2016 • Approval Date: February 16,2012 . .. . . . .. .. E-1 ... . . . . ... . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industriies,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on . 12111/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex IIP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence, dated 10/25/11,signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 06/29/2011,signed and sealed by Robert L. Clark,P. E. (Submitted under previous NDA No. 11-0630.02) S. Laboratory compliance letter for Test Report No. FT1 -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) .. ... . . . . . .. .. . .. . . . . ... . . . . . . . . . •• ••• •• •• Jaime D Gascon,P. Product Control Section Supervisor • ••• ••• ••• ••• NOA No. 11-1114.04 • Expiration Date: December 21,2016 • •• • Approval Date. February 16,2012 . .. . one .. .. . E-2 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . I ' ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTI.-4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada,P. E. (Submitted raider NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window— L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. see • . . . • 0 000 . • so '' ''' '' • • • •• Jaime D.Gascon,P.E. Product Control Section Supervisor 0:00 0 ... 0 a NOA Na 11-1114.04 V: Expiration Date: December 21,2016 .. . . . .. • •• • Approval Date: February 16,2012 . .. E-3 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.Will'LAMA CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.08D DUPONT BUTACITE OR SAFLEXFaEPSAFE MAXIMUM PVB INTERLAYER. &816°LAMA CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLE)WOEEPBAFE MAXIMUM PVB INTERLAYER C.8116'LAMI CONSISTING OF(2)LITES OF 118°HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLaWEEPSAFE MAXIMUM PVB INTERLAYER D.7/18"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E.716"LAMA CONSISTING OF(1)LITE OF 3/1V ANNEALED GLASS AND(1)LITE OF 3M6'HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.7118"LAMA CONSISTING OF(2)LITES OF 3M8'HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES.............I GLAZING DETAILS...........2 G.13118'LAMI IG:(1)LITE OF 1/S"OR 316"ANNEALED(MIN.)GLASS,8M6'OR 318'AIR SPACE AND 8118'LAMI COINING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A DESIGN PRESSURES.... .3 .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER ELEVATIONS.....................4 VERT.SECTIONS.............8 H.13118"LAMI IG:(1)LITE OF U8"OR 3/18"ANNEALED(MIN.)GLASS,8/1S'OR 318"AIR SPACE AND 8118"LAMI CONSISTING OF(1)LITE OF 1/8°ANNEALED GLASS AND(1)LITE HORIZ,SECTIONS.........8 • • OF 1/8'HEAT STRENGTHENED GLASS WITH A AM DUPONT BUTACITE OR SAPLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST......................6 0 00 EXTRUSIONS.......... ... ..7 i••••i ••• 1.1301644LAM 116:(1)LITE OF 11W OR 3118"ANNEALED(MIN.)GLASS,EMS'OR 318"AIR$PACE AND 816"LAMI CONSISTING OF(2)UTES OF 1/8"HEAT STRENGTHENED GLAD CORNER DETAIL.«..........8 • • • WI1T1 AN.IIID DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER ANCHORAGE.„. .8.11 •06080 • • • • ' • J.13116+NANIMG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.�GLASS,3M8"OR 114"AIRSPACE AND 7118"LAMA CONSISTING OF(2)UTES OF 3116'ANNEALED GLASS WITH AN • • • .OIId'MMIr BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0000•• • • 08 e• • • • K 1111W IIAMI IG:(1)LATE OF 118'OR 3118"ANNEALED(MLN.)GLASS,3116"OR 1/4"AIRSPACE AND X'18'LAM[CONSISTING OF(1)LRE OF 3/18'ANNEALED GLASS AND(1)LITE ••••e •• OF V MT STRENGTHENED GLASS WITH AN AM DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 00.06 •• • 0e60 6 • L.13M6'LAMWG:(1)LITE OF 1/8"OR 3118'ANNEALED(MIN.)GLASS,3116'OR 114"AIR SPACE AND 7118"LAMA CONSISTING OF(2)UTES OF 318"HEAT STRENGTHENED GLASS • 6 6 •• wn"orm DUPONT BUTACITE OR SAFLEXfKWPSAFE MAXIMUM PVB INTERLAYER • • s 2.CONFIGURATIONS:QX,XO,X.QX •••6•• s ••••6• •• • • •i3.OESIQP PRI4URES:(SEE TABLES,SHEET 3) • 0 0 R •••••• seems: A.NEGATIVE CtSIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. • • B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02, 4.ANCHORAGE:THE 331/3°,6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, PztoD=RMSW RteiHo 8.SHUTTERS ARE NOT REQUIRED. c Mee No S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-40K FTL4W9 AND FTL•8330. ELOO TEXTRON NOA:04-0721.01,03-=.08 ANSNAF&PA NDS-2008 FOR WOOD CONSTRUCTION ADM-2006 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ;�` �� D HURRICANE ZONE(HVHZ) *; No.Ti8705 S.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G•L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. J,L 1LNf7/79 E AW2010C0DF '' sTOF •' �': JR �a/tt D ADDEDBCAPTD8E7I9lAFEXPED r 7yp� imTIMuaoar '�� GENERAL NOTES 110 FK 4H8A7! Q AGXDFTLB�OTOND1Tx878CHc; BTOCU�8YT601F ao.sgKseae ALUM.HOMZONTAL ROLLER IMJNDObV JMPACT SSIONAV� �� FLK J..L NOKOEA�,R 3ffi74 1ps(g;�y g a• + �•n ,¢ua moo NTS 1 d 11 4127.10 E a i r�LP e 21 60 21 60 63 112"NOM. 112°NOM. G]EXTERIOR I OR[� GLASS SITE 66 GLASS SITE (ALL SECTIONS) 51 60,81,82 51 83,84,85 1B"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 098 SOL.UTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER fIS"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS • • 9118"meq, 7/1 W LAMINATED r••••i s•• •••• 6/1$°LAMINATED GLASS 7/18"LAMINATED GLASS •clef• • • • • e • •fie•• e •ecce• • •• ee e • • • i e••e• •• •eeeel •fee• •• • •fee • • • • • • es ee• •ecce• 21 •e•e 60 21 so ...... . .... • see • e e • 112"NOM. 1/E"NOM. •••••• GLASS BITE •e• • 59 GLASS SITE 69 s2 —T _, . sz F 88,87,88,89,70,71 A. 72,73,74,76,78,77 y 118°ANNEALED OR HEAT STRENGTHENED GLASS 3M8"ANNEALED OR HEAT STRENGTHENED GLASS uwtftN° eh 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVS INTERLAYER (7 118°ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6518°LAMINATED 7M8"LAMINATED 9/18.OR 318"AIR SPACE 3118"OR 1/4"AIR SPACE 1/S"OR 3/18"ANNEALED OR TEMPERED GLASS Qp 1/8"or 3118"ANNEALED OR TEMPERED GLASS Qp 1318"NOM. 13118"NOM. 1 I I 13/16"LAMI IG GLASS W/6118"LAMI 13/18"LAMI IG GLASS W/7/16"LAMI ��``��tYNNMe ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. " " Irl 1®%7H1 E INOOmwnwomr .m r v ADDR OCAP'W EE M FMREO .�� 8801 ' � GLAZ/NG DETAILS '�O.c�'•maw pm ..�+"�o�av FK 4/18/07 c (2t4At�,B7l�lIKW Nim WHarc°onvs�Ri�o HOR/ZONTALROLLER�NDOW IMPACT ��''%css'lONAL�'�`��` F.K 1128/08 1! 9/29/ PZ maw RAW 2 a 44 4427-40 E A.L it TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 6o 818" 84" 8D" 83" 84" A,B,G,H +60.0 -90.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -80.0 98" A,B,G,H +60,0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +68.8 -68.8 +66.2 -58.2 `�---�� 108 38" FOR HVHZ ABOVE IN A,B,v,H +�.o -eo.o +so.o -90.0 +60.0 -60.0 +so.o -60.0 +6Q.o -9o.a +eo.o -eo.o +55.2 -Ss.2 +52.3 -52.3 THE HVHzaeovE 3D 1O" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +64.6 -64.6 +51.7 -61.7 FT,GLASS TYPES a- L SHALL HAVE A 191" A,B,G,H +60.0 1 -60.0 +60.0 -80.0 1 +60.0 •60.0 1 +60.0 -60.0 +60.0 '-60.0 +59.6 -59.5 +53.8 1 -53.8 +50.9 .60.9 TEMPERED LG.GLASS UP TO 111" C,I +60.0 -WCAP.S ANCHOR E DP UP TO 111" D,E,F, QUANTITY REMAIN J K L F+76.01 -76.0 UNCHANGED. TABLE 2. 0*0 OX(1/3,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) :""; •WINDDVg• GpSS WINDOW HEIGHT •.•.s• `�` ` WIDTU TYPE ALL HEIGHTS UP TO 83" '• • TO 86 7*14 :f,C, ' G,H,1 +60.0 •80.0 �•.'•• �•s OT0687QII"i D.I.F.� +75.0 -76.0 • ' ' ' TABLE 3. :"'`; '. OX ANDA21J.ANGE TEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) • •••• .•• '•WINDOtl6 BASS WINDOW HEIGHT • • • WIDTfI 0 qPE 28" 38" 38 38" a, s0 68" 64" 80" 83" •..••• �. • W' • A,S.G,H +76.0 76.0 +76.0 -76.0 +75.0 -75.0 +76.0 -75.o +75.0 -76.0 +76.0 -78.0 +75.0 75.0 +76.0 76.0 88" A,B,G,H +75.0 76.0 +76.0 -76.0 +76.0 -76.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +78.0 -75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +69.6 -S.6 +65.2 -M.2 74" A,B,G,H +76.0 -75.0 +76.0 -76.0 +76.0 -76.0 +76.0 -75.0 +76.0 -76.0 +75.0 -75.0 +68,1 -68.1 +63.8 -63.8 *= amwu� UP TO 74" C, K'L +75.0 -75.0 mwa lJK LGLASS TYPES:TEST REPORT FTL-4668(XON,FIt-1869(OX&XD)AND F L-6330 A.6/16"LAMI-(1/8"A,.090,1/8"A) G.13118"LAMI I0-1/8"OR 3/16°A(MIN.),5116"OR 3/8"AIR SPACE,6116"LAMI-(11WA,.090,9/8"A) B.6/16"LAW-(18"A,.090,1/8"HS) H.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 3/8"AIR SPACE,6/16"LAMI-(1/8"A,.090,1/8"HS) .0 C.5/16"LAMI-(1/8"HS,.090,18"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) ��qe�� YN D.7/16"LAMI-(3/1("A, .090,3/18"A) J.13/16"LAMI IG-10 OR 3/18"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.ago,3/16"A) ....... N �'. E.7/18"LAMI-(3/16"A,.090,3/1("HS) K.13/16"LAMI IG-1/8°OR 3/18"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,.3/16"HS) _*: No 56705 _ F.7/16"LAMI-(3/16"HS, M.3/16"HS) IL 13M8"LAMI IG-1/8"OR 3/16"A(MQd.13116"OR 1/4"SPACE,7/16"LAMI-(3/1("HS,.090,3116"HS) - •.w/ ,,,M JU M IM7511 E NO CNANQE 7 ' ►a eaant nAMM 0CAPTO� -&TNO7B NOXWO OM ,,L L 3MDPM MUM �DES/QN PRESSURES �O,o:•..��`o Com,` -FK loom41aw c Aucav►Ecaxa+�rOPMWaIMAINAWMEr cPa PA�X,ae ALUM HORIZOAPfALROLLERWtAtDOW IMPACT '� SII../0. NA-` 4s�►b. ldm A Ll�t P`E P.x l.G rmocoMsa,Faa�o NR7ta N7S 8 m 11 4927-10 E P.Esee MAX27 3/8° MAXOL MAXDL 1 1 ADLO 84 6J18'MAX DLO FU(ED ADLO ADLO VENT VENT FIXED D D B B X O / ._ X X 0 X r■ 110°MAX.WIDTH I.F.FRAME---.�I r' —rob 7M8'MAX.WIDTH I.F.FRAME—+•� •• 111'MAX.WIDTH FLANGE FRAME– _� 7n8°MAX.WIDTH FLANGE FRAME •••• •• ; ••• DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) ...... ... .. • • ' • NOTE: • :•% 33 ens'MAX 33 en8°MAX 1.SEE SHEET a FOR VERTICAL AND HORIZONTAL SECTION DETAILS. """ • • •• • DLO FIXED C DLO VENT ••• • ••• _ _ _ 63'MAX SEALANT OR GASKET i• ••i • • • • FLANGE AT HEAD AND SILL ' ' • • • • FRAME ...... • ALL 16 • • �• g11• t �° CONFIG. •' • • �AAAX•• MAX. • •• ••• i �FIT(Ep / / DL —— 16 I.F.FRAME PRODUCT IllIVIM O°MAXe I.F. ' • LITES / / a ee Wfih PlmWa FRAME O I X L CONFIG. 1 13 FLANGE FRAME LYNN 73'MAX.WIDTH I.F.FRAME--►) `�� lea'aGENSF'' 74'MAX.WIDTH FLANGE FRAME \/SEW D-D (FRAME CORNER CONSTRUCTION) Z*' 140.88708 s DETAIL A-OX OR XO J1 vm 167l11 r E wow=7rrrsamw ° ' -0 1 Z '� ' BTT .ur eaavI v wamwvo r �mBTEc�+woLooromve ELEVATIONS Naeome ��`�'•.�LOR\OP.��J�� FJC 61w c P.O.Bqx fm ALUM.HORIZONTAL ROLLER INl11IDOW IMPACT '�S/S/,ONAiL�� `�• MEW NDfONBB,PL 34274 4.ifad�8 ietlu SII �� A LttdN�A�.L ,�P B F 9 mmv ZV 4 u 14 4f27-t0 E P.E98BM INTERIOR 37 32 35 1 22 Q Q 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO MAX.FIXED 01.0 —4 MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 18 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 HEIGHT FLANGE `M�A,X�. :e•••: ••- • o• e 'e • • • MAIL ' • • •• • DL •••••• • • •• • 1 • • •• • •••• ,�, MAX.FIXED DLO ---.4 MAX.VEN7DL0 -,qk43 00000 •• • •• • I+- MAX.WIDTH(I.F.FRAME) :000*: •• " •• 21 EXTERIOR SECTION A-A 7r ' e e •• (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) ••e••e • ••0. 24 •i•••• • •• a 22 21 41 22 • ••e i 2 � e maw 12 24 6 EXTERIOR INTERIOR � '" ?94 7 ' nae 12 - 7 21 EXTERIOR INTERIOR ttn! ` \�ceme �. 10 '•.it ; SECTION C-C 42 SILL HEAD = *' No.6870 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) I dd fw;,#1 ME cNANOB7mvsHEE7 : O'. 8TAOF w f nmo�o AIO IM TECNOXO3EC710NS %��'•. !�to�oP Aw C AM HOMONAL ROUER10NDOW,IMPACTE8O O4K NO Pdt sow d21 MNN I 1Hsff 8 a 11 4427-10 E I 1-1- REM DWGH DESCRIPTION mAT'L PGIW nmw DWG#RL9Vj DESCRR'770N AlAT L PGTH 1 4102 A IFLANGE FRAME HEAD 6063-T6 AL 61223.7' 66 GLASS 13116"IAMII41/8"A NMI 3/8-AIR SPA SAW LAMI(1/9-A,.090? 1/rA 2 4025 SASH STOP ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16"LAMI IGIIVA 3/8°AIR SPA 3116°LAMI It8°A .090 PVB,1/8°H9 3 #SX314PILPANBEAD 7934/A A 68 " 13116"LAMI 10.1t8 A 3/8"AIR SPACE,5116-LAMI IIVHS.090 PVB,]/8" 4 4053 SASH STOP COVER SASH STOP 6063-TS AL 69 ° 13/16"LAMI 10.3/16"AIN S/16°AIR SPAM 5/16"IAMI 1t8°A .090 1/80A 6 4136 FLANOEFRAMESILL 6UK3-TEAL 64136 70 " 13116"LAMIIGY16A IN. 5/16'AIR SPACK 5/16"LAMI 1/8°A .090 1/81 7 4137 SI.LADAPTOR 603-TEAL 64137 71 13/16"1"IG-3116°A IN. 5/16"AIRSPAM Sil "IAMI 1/8"HS.090 I/VHS p 8 4131ROLLER TRACK 6063-T6 AL 64131 72 13116'IAMI10.1/8"A MIN. 1/4"AIR SPACK7/WJAMl 160A .090 IVEL 3/169--A 10 712 WEEPHOLECOWER POLYPROP, 71298 73 " 13/16°IAMIIGI/8"A IX U4°AIRSPA 7/16°LAMI 16°A,.090 3/16°H 12 1626 1 1ADHESIVEOPEN CELL FOAM PAD 7PAD1626 74 1131W LAMI 10.1/8-A IN, 1/4"AIR SPA 7/16"LAMI 6° .090 3/16vES 13 4002 I A IFLANGBFRAMEJAMB 6063-T6 AL 612225 75 13116"LAMIICi31184A 3116°AIRSPACK 7/16°LAMI 16"A .090 3/16°A 14 4134 1 IGASKETFORMAWFRAME SILLJOINT74134W/K 76 13/16"LAMIIG•3/16"A 3/16"AIR SPACE,7/16,LAMI3/16" .090 3/16"HS 13 I135 48X 1.000 DPN.SM3 781 A 77 ° 13/16"LAMIIG3116"A IAT IR 3/164 ASPA 7/16'LAMI 16" .090 3/161HS 16 4110 G SCREEN ADAPTOR 8063-TS AL 6411001 k9%4 1014 SCR>�V FRAME R 8c VEIL) 3105-H14 AL 1630 SQiffiQCORNER KEYW/RING3 POLYPROP, 17 4054 B FIXEDMEE lNGRAIL 6063HD-T6 AL 64054A 1631 3C rlAlyNERKEYW/OUTRINGS POLY?", 19 4066 WSTP..187 X.230 FIN SEAL 6401 1073 SCREEN SPRING ST ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-TS AL 61Z?40 1�4 9CRffid SPLINE-.135DIA.FOAM EM Pvc 22 1683 WSTP X.270BA FIN SEAL 6168M 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLERHOUSING&GUIDE42112HD CLOTH • 24 226 IBRASSROUMWHBRS BRASS 711071112 :*see* • .•• 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441= ••••i 32 406 D• SHMEETI GRAI, 6063HS•T6 AL 64006 2 710 s••e c• ••• 3 123P• STP.„170 X.270 RAM FIN SEAL 673160 • • 93 1096 WWEEPLATCH DICAST 71096 •• • 36 10 • 8 X.625 PR FL,SMS 7858 •••••• e 37 412 SIDE RAIL 6063-T5 AL 64126 ••••• ••w 98 1693 • WSTP 240 X.270 BAM FIN SEAL 616830 2A ULM� ` •ecce e 39 7070 WEATHERSTRIP.187X.273 67070K `•• e40 RAILOOMCAP 74078"C LORR 096: • 41 4139 •• LF.FRAMEHEAD 6063-T6 AL 64139 • ' • 42 4NO ••41Y.FRAME SILL 6063-T6 AL 64140 41 I.F.FRAME HEAD • •e•• • • 043 4WIb •e Y.FRAME JAMB 6063-T6 AL 64141 84139,6081aT8 • • e50 C11aAZIATflSIId DOW 899,99508 EQUIVAUNT •i•••• 1 MM4VINYL GLAZIMBEAD BULB CK 6TF247W PROuuc7 R9vtsaD •�` 'S2 1225 VIVYLCLAZINGBEADBULB 6TP7,ggK 2.784 same�wNhtlroPloitda 53 4039 B GLAZINflBEAD-3116" 6063-TS AL 640398 � 80•� 54 4044 B CIAZINGBFAD-5116"WIGULLKIT 6063-T5 AL 644703 oe2 �1� 55 4222 A GLAZINGBFAD•7/16" 6063-T5 AL 64222 S6 985 C MAZINGBEAD-7/16"W/GM.LKIT 6063-TSAL 6983 Osit 59 4067 GLAZINCiBEAD-13/16° 6063-T5 AL 64067 L1� 60 SS 5/16"LAMI 1/8"A,.090 1/84 A I.F.FRAME JAMB 61 5/16°LAMI I/8"A..090 1/8"HS 43 04141,6003-Te `\` �ON•{LYNN 1y 6/ 62 " 51164 LAMI HS 1/8" .090 US"HS 63 " 7!164 IAMI 3/16"A .090P 3/16"A 710 *:' 64 ° 7/16"LAMI 3/16" .090 3/16"HS _ No.$9705 65 " 17111V LAMI 3/16"HS .090 PVB,3116" 94140,60a3-T6 HS 4Q I.F.FRAME SILL _ a �_ J.! f0/!7/t1 E NOCfAN0E?W6M8T :� '. STRor �,- RowvoJit 1 0 ADDID 70GYAW TYPW 107N OM FlRAM= V RNe PARTS UST /� �GORIDP.:t , s' .•....... �G�: A 4/ta�7 0 m—maymai 4f•18443 N o°e�re�"�i arra HORIZONTAL RORER W/AWW0.IMPACT '//,`s/ONAL V," Fk 72B 1 " tot7fo AfiIS 8 •!7 4!27-10 � a SEI PE .082 -+{ 1.187 r- .040738 3 62 1E73 1 73 3.100 O SASH STOP COVER 1.E22 L #4063,80046 2 710.— FLANGE #46EAD OF #4�� ESILL OFRAMESILL R �I--z.76a�102A,6MT16083-T6 04137,ON346 1.3163 r87 061 1 oez 13 FLANGE FRAME 4� -T JAMB � T 46 t--�• I • •• n SASH STOP Og HORIZ.ROLLER TRACK17 FIXED MEETING RAIL 94026,6083-T5 84131,0063-T8 840649,8063HD-T8 0000•• • • • 71 0000•• • • • • • • • • • • • 0000•• 0000•• • • •• •• 062 z 79 0000• •• • 0000• "'"�� 082 2. ,20 05D • • .J� 1.87 1 0.00• •• ••0 0.00 T�'tij • • • 0000 I • • • •see: 1.081 291 ry IM • •••• •.. •: 21 dA814TOP&BOTTOM RAIL O SASH MTG.RAIL 37 SASH SIDE RAIL GLAZING B 6l16" exorn�cr>�avlsso • • • • •s•• 84133,8063.78 840060,6083HS•T6 O 84126,8083-T6 b3 840398,6M3-T6 a00"� `�dw Pl"r`s •000.8 • • • No •=• •: �!0 3„j 060 00600— VKO 878 .878 Ofi0 .683 ' •0j�p88-{;.___a.l 1.088--�-+---+I T f '� IPR �cf"-�r1-1,�7 O GLAZING BEA .6/16" O GLAZING BEAD 7/16" Q GLAZING BEAD.7/16" 59 GLAZII�8483-,6 3116" 840448,8063.76 94227A,6063.76 ` / NS8986G,W83•T8 (USED W/GRILL KIT) •) *' No.68706 M fawns E 1lQpfANQB71i188FA831 -��•VA' 1070 TECHNpL00Y DRIVE U8/ONS %.f� F •�� JA 94tOM7 D NO Tlp8alifiEr nmKonvls,PL s ,m" '�t` G FJL aro r c AWCHANt4 7H�SM8T P.o.egx,eze MUNI.HMZOWAL ROLLER MNDOW lA9PACT ��A��1�.��E��.`�� auckv new car NOKObUB,FL S 1 s •� 6m,m"er 'IYNN MILLER,` FAG 2!18/06 U 3/1M tbP790 Half 7 u 11 4127-10 E A L P.E.•6SM p. ANCHOR QUANTITIES,XOX(1/4112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B.C.G,H,1 GLASS TYPES D,E,FAK,L 2,3.WOOD 2.CANC 1.CON( 2,3,WOOD 2,C ONC 1.CONC 1.ANCHOR TYPES: ANCHOR TYPE 1-1/4'ELCO TAPCONS 2.1/4'ELCO 834 CRETE-FLEX 3•f112 STEEL 801RE1N3(66) &SUBSTRATE 8 S 2ONE6 ZONES Zm-8 WINOOW 812E HEAD&BILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2. A.01 8 LAMI-(1/8'A,=,Iff A) � FOR INSTALLATION IN THE HVHZ ABOVE 30 • 11 1 1 1 1 S.IVI V LAN-(1/8'A„090,1/8'H8) FT,GLASS TYPES 0-L SHALL HAVE A 83.128x38.378 1+42+1+132+1 2 1+132+1+c2+1 2 1+1310'1+02+1 2 1+132x1+132+1 2 1+01+1+02+9 2 1+132+1-(2 r1 Z C.8118'LAMI•(118'HS,.090,1/B'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP ANDD.711('LAMI•(3118'A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. 48. 0 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+020'1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+•1 3 1+02+1+020'1 3 E 7/16'LAMI-(3118 A,.120,9118'HS) 84.828 1+C2+1+C2+.1 9 1+032+1+C2+1 3 1+02+•1+C2+1 3 1+C2+1+O2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F 7118 LAMI-MIS*HS,.090,3/1V HS) 6.13118'LAMI IG-1f8'OR 3M8”A(MIN.},6118'OR 318'SPACE,6118'LAMI-(NS'&.090,1ff A) 84.000 1+C1+1+(2+1 3 1+C2+1+12+1 3 1+C2+1+C2+1 3 1+02+1+C 2+1 3 1+C2+1+132+1 3 1+C2+1; +1 3 H.13/18'LAMI 16-IAP OR 3118'A(MON.),8118'OR 3/8'SPACE,6t18"LAAO•(1f8'A,=,1/6'HS) 6010 i+C2+1+C2+1 9 1+C2+1+C2+1 3 1+C2+1+010'1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1 1 18°LAMI IG-1/8"OR 3118'A(MIN.),8/18'OR 3/8'SPACE,6t18'LAMI-(IW HS„090,i/8”HS) J.13M8'LAMI IG-118'OR 3HW A(MIN.),3/18'OR 1/4'SPACE,7118'LAMI-(3M8'A,.090,3MW A) 83.E 1+C.2+1+C2+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2r1 3 1•x02+1+C2+1 3 1+C3+1+03+1 31 K.13116"LAMI IG-1/8'OR 3116'A(MIN.13116'OR 11C SPACE,7118'LAN-(3118'A„080,3116'HS) CW.OWx 38.378 1+02+1+C2+1 2 1+132+1+C2+1 2 1+02+1+12+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+01x2+(2+1 2 L- 1318'LAMI 16-1/8"OR 3/18'A(MIN.),3118"OR 1/4'SPAL2,7118'LAMI•(9/18'HS„09Q 3118'H8) 48.1 1+02+•1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+•2+02+1 3 3.1INDOW ANC HOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60821 1+132+1+C2+1 3 1+C2+1+C2+1 3 1+(2.1+12+1 3 1+C2+1+12+1 3 1+C 2++1+C2+1 3 1+12+2+(2.1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,60 TO NEXT LARGER WINDOW IN TABLE. 64.000 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+0 3 1+02+1+(2-1 3 1+C Z+1+C2+1 3 1+C2+2+C2+1 3 HEAD&BILL: 101/2'MAX.ON EACH BIDE OF MEETING RAIL CENTERLINE. 80.100 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+•1+132+9 3 1+132+1+C2+1 3 1+C 2+1+C2+1 3 1+C3+2+03+1 3 28 314”MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 22112'MAX.O.C. 85000 t+12+1+42+1 3 1-132x1-1320'1 3 1+132+1+02+1 9 9-132-1+132+9 3 1+1310'1+131+1 9 1+133+2+03+1 9 TABLE KEY: XCW x 35.378 i+02+2+12+1 2 1+C2+1+C2+1 2 1+12+2+121.1 2 1+(2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C 2+1 2 2 A 4&000 1+402++2+02+1 3.1422+1+132+1 3 1+C2+2+C2+1 3 1+C2+2+C.2+1 3 1+C2+2+C1-1 3 1+C2+2-02x1 3 +C3+4+C3+1 3 ICHOR QUANTITY PER JAMB •• 80.826 1+42+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C1+2+02+1 3.1+02+2+C2+1 3 1+0242+C2+1 3 HEAD AND BILL ANCHOR QUANTITY. i••••i 604 84 60 A 2+132+1 3 1+C2►1+C1+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 9 1+C2+2+C2+1 3 1+(2+2+03+1 3 A CLUSTER OF(3)ANCHORS CENTERED • • • • 80.006 0+ 2+C2+1 3 1+C2+1+C2+1 3 1+42+2+C2+1 3 1+C2+2+C2+1 3 1+C2+•2+C2+1 3 1+03+2+03x1 3 AT EACH MEETING RAIL PLUS(1) •••••• i •o ANCHOR AT EACH OPERABLE VENT • Balm 1+ 2+0Z+1 3 1+02+•1+C2+1 3 1+C 3+2+C3+1 3 1+C2+2+CS+i 3 1+02+2+(2+1 3 1+C3+2+C2+1 3 PLUS(4)ANCHORS AT FD06D RECTION. • • 84-CWx 3&*# fl`W2+132+1 2 1+C2+2+1x+1 2 1+12+2+(2+1 2 1+0+2+(2+1 2 1+(2+2+(2+1 2 1+C2+3+02+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. •••sees 41• • CRC21 3 1+C.E+2+02+1 3 1+C2r2+C2+1 3 1+C3+3+C3+1 3 • • � 1+ 2+C2+1 31+C2*2+C2+1 3 1+C2+2+ + (3'MW.O.C.ANCHOR SPACING) • ••• • • BMW 14Q242+C2x1 3 1+C2+2+02+1 3 1+02+2+0,1+1 3 1+C2+2+C2+1 3 1+(2+2+02+1 3 1+0;3+3+(2+1 3 • • ••••• •• o 04.00 ''Rte+ 131 2+12+9 3 1+12+2+ 0'1 3,1402+2+C2+1 3 9+02+2+02+1 3 1+02+2+132+9 3 1+G4+3+040'1 3 26314'rmL • • • •• tim;m 1W+2+02+1 31+02+2+12+1 3 1+C3+2+C2+•1 31+03+2+03+1 3 1+01+2+132+1 31+134+3►134+1 3 �'""3-MIN. sees•• • • S3.90� 1020'2+02+•1 3 1+C2+2+02+1 3 1+C3+2+03+1 3 1+03+2+C3+1 3 1+01+2+02+1 3 1+CA+3+CA+1 3 V�' X q •••••• 1136376x XV& 1*6&2+C2+1 2 1+Cxr2+03+1 2 1+C2+•3+(2+1 2 1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+4+C2+1 2 II •• •i •i 488 1t=-3+132-1 3 1+(2r2+C20 3 1+03+3+03+1 3 1+(x-3+03+1 3 I+2+•3+C2+1 3 1+ +1 3 PRODIMTRUVIM MTG.RAIL,TYP. ava�gk�gadharoFl�e *:sees • amhe 3 1+t2+2+(2x1 9 1r0 +3x03+1 3 1+133+3+q+i 3 1+03+3+03-1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W1 QTY,OF(3)ANCHORS � No dft Code *64 •o 64.0D0 1+03+3+03+1 3 1+C Z+2+02+1 3 1+C3+•3+C2+1 3 1+p-3+03+1 3 1+C9+3+C3+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) SMWD 1+(2+3+93+1 5 1+03+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+•1 4 1+C9+S+Cx+1 3 1+CA+4+CA+1 3 83.E 1+03+3+03+1 3 1-C2+2+C2+1 3 1+C4+3+C4+1 31+C4+3+C4+1 411+04+3+04+1 9 1+C8+4+C8+1 3 263/4'MAX. 111.0Wx 38.378 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1+02+3+02+1 2 1+C2+4+C2+1 2 1/2'TYP. I- 73'MIN. 11IIIIII 4&ODD 1+132x3+132+1 9 1+131+2+02+9 9 1+02+9+03-1 9 1+02+3+132+1 3 1+12+3+02-1 3 1+C2+q x03+1 9 0' 0' ``**�ON�(lYNly �i�� i f2. 1+(2+3x(2-1 3 1+02+2+(2+1 3 1+134+3+03+1 3 9+1x+3+61+1 3 1+133+3+62+1 3 1+02+4+03+1 3 T X O `.`Q�l,.• 5�'•(._i�� 64.000 1+C3+3+C3+1 3 1+(2+2+(2+•1 3 1+133+3+03+1 3 1+C3+3+C2+1 3 1+C:3+3+C2+1 3 1+00I+0134+1 3 f *: No 88705 80.000 1+03+3-133+1 3 1+132+2+(2+1 3 1+134+3+C4+1 3 1FC4+3+C4+1 4 1+13x+3+03+1 3 1+134+4+134+1 3 MTO.RA0.,TYP. 63d00 1+(03+3+03+1 13 1 1+C.2+2+02+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 i+C4+3+C4+1 3 1+C8+4+08+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS �''� dd IN?/ff E NOCNANC3ETfrEtUI�T %Q:� 8124 Ito 1MI TECNNOLM MI ve ANCHORAGE SPACING XOX 1/4-1/21-U4 ,' ''.otofflop, : --,%:- JR mml 0 IOCJAPTORE 7EfVRW #WTN07E AlmNOxow8,FL34M *m �',ss/� ti�G�`� Frc. arfs/o7 a IMM76TAM4,85ECTUALtlBSWE70AMCNORCAPAtV vo.egx,w � ALUM.HORIZONTALROLLERWINDOW IMPACT ��, NAL �/ 111 am NoxoMis,F<3ar�+ yyl�g as w fe •b„m aR aLym, r.e. RIG 9PI8/QB 3?9Po8 Iaz7ro NTS 8 m 19 4927-90 E p" ANCHOR QUANTITIES XOX 113.1/9.1/3 WINDOW8 TABLE s NOTES: GLASS TYPES AJ3,G.H GLASS TYPES C,D,E,F,I,J,K,L ANDHORTypEj 2,3,WOOD 2.CONC 1,CONC 2.3.WOOD 2.CONC 1,CONC 1. ANCHOR TYPES' &SUBSTRATE ZONES ZONES ZONES S ZONES ZONES 1-114"ELCO TAPCONS 2-1/4'ELOO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G8) WINDOW SIZE HEAD&851 HEAD 8 BILL HEAD&951 HEAD&SILL HEAD&851 HEAD&851 p6"LASS T�_(1J'A„010,1/8°A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B.5/1(r LAMI-0/8"A,=,1/8"HS) FT,GLASS TYPES 0-L SHALL HAVE A 48.000x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 C.x'18'LAMi-(118'HS,.080,IN HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1*C2+1+02+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 D.7/18°LAW-(3/18"&.M.3/18'A) ANCHOR QUANTITY REMAIN UNCHANGED. 80.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+01+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/18°LAMI-(3/18'A„080,3118"HS) 84.D00 1+C2+1+02+1 3 1 tt:l+1+C2+9 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 G.13118°LAM!10 �OR 3/16°1ir HS) A(MIN.),8118'OR 3V SPACE,EMS,LAMI-(1/8°1L.0go,1/8'A) MWO i*C2+1+d2+1 3 1+02+1+C2+1 3 1+t +1+C2+1 31+(x+1+t +1 3 1+02+1+02+1 3 1+fx+1+02+i 3 H.13H8'LAMI IG-1/8"OR 3/18'A(MIN.),5118"OR 3l8'SPACE,6118"LAMI•(1/8'A,.0�,1/8"H8) 5;+.000 1+C2+1+C2+1 3 1+C2+7+12+1 3 1+C2+1+C2+1 3 1+C2+1M2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 113118'LAMI 10-115'OR 3H8"A(MIN.),5118'OR 3!5'SPACE,6118"LAMI-(1/8"H8,.=,1/8'HS) 83.125x38 378 1tC2+1+02+1 2 1+C2*1+( +1 2 1+02+1+C2+1 2 1+02+1+02+9 2 1+02+1+02+1 2 1+02+1+C2+1 2 J.13/18"LAMI IG-1/8"OR 3/18"A(MIN.),3/18'OR 114'SPACE,7/18"LAMI:(311e"&=,3M8"A) K.13i1S-LAMI 10-118'OR 3118'A(NON.),3/18"OR 1/4"SPACE,7118'LAMI.(3/18"A,.O�3/18°HS) , 48.000 1+C2+1+•C2+1 3 1+C2+1+C2+1 3 i+02+1+02+1 3[1-+02+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 L 13118"LAMI 10.118'OR 3118"A(MIN,),3/18"OR 1/4"SPACE,7118'LAMI-(3/18"H 090, ,3118'HS) 60.828 i+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64.000 i+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1 1+C2+1+C2+1 3 3'WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.000 1+(2+1402+1 3 1+02+9+C2+1 3 1+02+1+C2+1 3 1+(2+1+0+1 3 1+C2+1+02+1 311+C3+1+03+1 3 D[NIENSIONS.FOR WINDOW SiZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 83.000 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+t2+1 3 1+12+1+C*+1 3 1+C2+t+C2+1 3 1+p+1+p+1 3 HEAD&SILL: 101Y1'MAX,ON EACH SiDE OF MEETING RAIL CENTERLINE BO.000x 38.375 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 2 11+C2+1+C2+1 2 1+C2+1+02+1 2 26 3/4'MAX.FROM CORNERS 48.000 4+•C2+1+C2+1 3 1+42'x1+C2+1 3 1+C2+1+C2+/ 3 1+C2+i+C2+1 3 1+C2+1+(2+•1 3 1+C2+1+C2+1 3 JAMBS' W MAX'FROM CORNERS AND 221W MAX'O.C. KEY 60.628 1+C2+f+C2+1 3 1+CL+1+12+1 S 1+C2+1*t2+1 3 1+C2+1+C,2r1 3 1+C2+1+12+1'3 1+C2+1+G2+1 3 TABLE ' A O �( 84.000 1+02+1+C2+1 3 1+CL+1+C2+1 3 1+C2+1+(0+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 t+C3+•1+p+1 3 1+C3+1+CS+1 1 3 -ANCHOR QUANTITY PER JAMB 00 C1 .000 1+C8+1+ +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 8 1+C2+1+{2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 •• 6.080 i+C2+1+:C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+12+1+C3+1 3 1+(;1+1+0.1+1 3 1+C3+1+C3+1 3 HEAD AND SILL AN�'NOR QUgNTITIFS • • 004 MOMX38-M 14C*+I+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED •••••• 48. ON EACH MEETING RAIL PLUS(1) • • • +C2 *02+1 3 1+C.2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 9 1+(2+1+02+1 3 ANCHOR AT EACH OPERABLE VENT •• •• 60-%6 1+C2++C2+i 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+Cf+1 3 PLUS(1)ANCHORS AT FIXED SECTION. • 64.080 4+C2•M+02+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+M+1+C3*1 3 (8)ANDS TOTAL AT HEAD AND SiLL. • • 80.Od0 + ++C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C3+1+p+1 3 1+02+1+C2+1 3 14C3+1+q+i 3 0:906• • • S& 1+C! +Cd+i 3 1+C2+1+C2+1 3 1+f$+1+q*} 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+CS+I+CS+1 3 (3°MIN O.0'ANCHOR SPACING)) •••• •• 74.000 x 38. 141101+00 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 314'MAX. ••• •• 004 •• • 48•01ID1+C2+1 3 1+(2+1+C2+1 3 1+&2+1+(2+1 3 1+02+1+G2+1 3 1+(2+1+C2+1 3 1+C3+1+C3+1 3 �+-3"MIN. 60,818 + A+C2+9 3 1+12+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+(2+1 3 1+C2+1+I2+1 3 1+C3+1+C3+1 3 •••••• 64.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 l+CS+I+•C341 3 9"REF. • • 00,06• + +12+1 3 1+01+•1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+i 3 1+C2+1+12+1 3 1+C3+1+p+1 3 T- •••••• • 63.08D•94WA+C2+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 •• •i 84JMx 36.318 14&2+•1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+(2+1 2 MTG.�L'�' P Lq� •:.. 00 . 48.0 A. +d-++•C�+i 3 1+12+1+C2+1 3 1+C1+1+C2+1 311+C2+1+C2+1 3 1+C2+i+C2+1 3 1+03+1+53+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS NO •• •• 50,625 1+C2+1+12+1 3 1+01+1+C2+1 3 1+01+1+L2+1 311+{2+1+C2+1 3 1+C2+14d2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) �� 84.000 1+C2+1+C2+1 3 1+12+1+12+1 3 1++~i+9aC3+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+p+1+03+1 3 wwad 50.000 1+12+1+C2+1 3 1+C2+1+C2+1 3 1 1+p+i 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 26 3/4'MAX. 63.000 1+�C3+1+C3+1 3 1+(2+1+C,S+1 Dab 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+•1+C4+1 4 �,._��'TYP• 88.437x 38.378 1+(2+1+(2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+12+•1+C2+1 3 1+(2+1+(2+1 2 1+C2+i+C1+1 2 1""'-3"MIN. +I i f 111 48.000 1+12+1+0241 3 1+0'1+I+M+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+01+1+(2+1 3 1+C3+1+q+1 3 �� iLI LYNAi i 8P REF. jl O X �� 10ENS' j�i_ii 00;828 1412+f+C2+1 3 1+42+1+C2+1 3 1+02+1+C2+1 3 1+01+1+C2+1 3 1+C2+1+01+•1 3 1+C3+1+C3+1 3 I 84.Q00 1+C2+1+C2+1 3 i+•C2+1+C2+1 3 1403+1+C3+1 3 14C3+1+p+1 3 1+C2*1+C2+1 3 1+03+1+03+9 3 I * No.58705 * ' 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3*1+C.R+1 4 1+06+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. _ ' 03.000 1+C3+1+0341 3 1+t2+1+C1+i 3 1+CS+I+p+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 7W EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS =,c MF AA anal! v AOOf81G1bIPTOBETr +Sf TNO>$Now '07r "0L°°1NCHORAGESPAC/Na XOX 9/3-1/9-9/3 ,•c�s ..K ogt s=• " . F` '•.,coop.. . FJe 411"7 0 LgM ETABWO,8E ECTVALMDI/BTOANCHORCAP.A A P.o.epx,see ALUM.HOR/ZONTAL ROLLER MINDOW IMPACT �''�SYONA�'L1'C%o�• Pit 2=wNOKOMI8,ILM4 'BedASI HR790 i�$ 9 m i1 4127-10 as A LYM+AIlLLLEq,P.E ANCHOR QUANTITIES XO&OX WINDOWS TABLES NATES: - GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. TES:TYPES: ANCHOR 1YPE 2,3,WOOD 2, NES 1,CONS 2,3,WOOD 2,CONC 1,CONC I- /4"ELCO TAPOONS 2.1/4°ELCO884 CRETE-FLEX 3-tM2 STEEL SCREWS(GS) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: WINDOW SIZE � rh as: � A 6/1S'LAMI-(1B'A„080,1/8'A) FOR INSTALLATION IN THHVI ABOVE 30 W V °8 '� `40 C.6118°LAN-(I/ .080,7�HF S) TEMPERED LG.GLASS CAP.BOTH THE OF FT.GLASS TYPES G-LES HALL HAVE A 37.000 x 38.376 1+C2+1 2 I+C2+11 2 1+C2+1 2 1+C2+1 2 1+C1+1 2 1+C2+1 2 D.7/18°LAMI-(3HS"A„080,3/lr A) ANCHOR QUANTITY REMAIN UNCHANGED 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7118°LAMI-(3 18' %3M8'HS) 60.826 1+132+9 3 1+132+1 3 1+132+1 3p 3 1+132+1 3 1+132+1 3 0.13M8•LAMI IG-iJ8'OR 3/18°A(MIN. 8/18°OR 3/8'SPACE,6198°LAMI-(118°A.080,18'A) H.64.000 1+132+9 3 1+(2+9 3 1+132+1 3 9+132+1 3 1+62+9 3 1 tC2+1 3 L 13f11r ILAMI O-lir OR 3196"A((MAIN)Stir OAR ir Spm el1tr�I-j 1 314"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, MIN. KSI 1 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED 114°ELOO CONCRETE . �_._._rte ATE 3 13!8° TAPCONS EMBEDED 1318°MIN-OR 1/4°SS4 CRETE-FLEX EMBEDED 13/4°MIN.. MINIMUM DISTANCE FROM .:�. NOTE 1 MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. Ix WOOD BUCK, I 2•FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 412 STEEL SCREWS(GS)OR 114°884 CRETE-FLEX WITH NOTE 3 1 1 412 TRIMFIT HEAD. ir 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4' THAN 1 112°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX MAX. WOOD BUCKS DEPICTED AS 2.ARE 11)2-THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE yy�p ANCHOR ANCHOR 4,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALT.BE A MINIMUM STRENGTH OF 6063-T8 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL.B OF 110°THICK.THE ALUMINUM STRUCTURAL MEMBER SHAD,Be OF A Sit£TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 In" BMAX•HIM 4rj 8,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER —11 1/4"MAX.SHIM—+I 1 1/4"MIN, DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, (1.8 KSI CMU) •�• '` OR ... PER NOTE 1 (3.4 KSI CONCRETE) WOOD 1 •ANCHOR, ANCHOR _1 ANC NOTE 2NOTE 1 , ; 1314* OR INTERIOR •••• •• • ° MIN.E.D (H &SILL DETAILS A.B.C,D, &H) • s • TYP. ••a••• • 20WOOD Bj�N01E 3 1x WOOD BUCK,NOTE 3 —TSEE NAILING INTERIOR4 •• ••e•eaETAIL E DETAIL F (JAMB DETAILS E,F&1) •••..• • • a•TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR L wawa• *via ••wase w•ai•• • .CONCRESsee • • •.•••i e : ANC • ANHDETAIL H (HEAD)a aANCHOR, NOTE 2 • i • NAILING •w•wi• • •• •• 131DIA.MIN.x21WMAIL • •s •• AT CORNERS AND 6"O.C• aylaxwlihtietztaslda *:• i • : •• 1/4" " TYPICAL DETAILS 0,H&I. CCaa�laa see* MAX M F Na *0440: � w • SHIM SHIM gy .•r. 8 —.► full •� •,o. , 1 .' 1318 MIN. NAILING a ' �1`314"MIN. ' IiII�I MK.L4 KSI E.D.TYP. �,• ..°' ; SEE NAILING Ny LYNN .•>l 0 !49 CONCRETE 2x WOOD L ``�'��:•'VcENSF'••:� �: DETAIL C SUMDETAIL D NOTE DETAIL G(SILL) DETAIL I(JAMB) *.r No.68705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS v': Cb mowJR er ►7f WOrdVAN[,ETI�881 ,ofolrxo�an Dave "Ar ANCHORAGEDETAILS -�p sTAL�F7L, ,�trJ` NOK0698,PL 96278 �, '� qomop'.••'•�?�� FX .now c 70 P.O.BQX18� ALUM.HOWOMAL ROLLER WINDOW IMPACT 'ss/ONAL vwo FJC A 9s HR710 HBff m f f m 11 aso x 4127-f0 O A. PS E P.E.l88788 w iWaA) M1A1VQ-DADR COUNTY,FLORIDA MDEPARTYOENT PRODUCT CONTROL SECTION C ANDREGULATORY 11805S.w. 20 Stet, Room 208 Miami,Florida 33175-2474 DOARD AND CODE ADMI T(786)315--2590. F(786)315-2599 NOTICE of Ac PGT Industries 1070 Technology Drive NOV 2 6 2014 Nokomis,FL 34275 BY: SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami.-Dade County PMA- Product Control Section to be used In Miami-Dade County and other arm where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Nami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mamre, the manufthm will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if It is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, Including the High Velocity Hurricane Zone. DESCRIPTION:Sergi"SEE-7W Aha ktum Single Hug Window-LALL APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum. Single Hung Window, Impact", shoots 1 through 11 of 11, dated 09/01/2005,with revision "D"dated 10/47/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E,,bowing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSELE IMPACT RATING:Lange and Small Missile Impact Resistant Lumrrmiom Miami-Dade County Product control Approval Shutters Or Protection Devises shall be required for Glazing Option"M"at Installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration elate or if there has been a revision or change in the materials,use,and/or manufacture of the product or prod.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERMEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in Its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or Its distributors and shall be available Fos u idh affhe job site at the request of the Building Official. This NOA revises NOAIJ& 11-61miq aC& ists of this pa 1,evidence pages E-1,E-2 and B-3, as well as approval documdQt mfhtiodutl above. • 800 The suinnitted documentation was reviewed by a D. P.E. ... . ... .. . . • NOA No.11-101&14 .Expiratim Date: March 26,2016 qell Approval Data November 0.i 2011 -�A page 1 00• •• • • • V • , PGS'Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/2005, with. revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17,4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.47-0322.®6) 2. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2)Large Missile Impact Test per FBC,TAS 20194 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FT"063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NDA Na47-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. S, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (SnbmhW underpreWous NOA No.®7-41322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Find Pressure Loading per FBC,TAS 203-94 along with marked ,up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTG-4649 and l+rL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-101 01) t .. ... . . . . . .. • •• JalmeD.G P. • Product Control Section Supervisor .. ... .. . . . .. NOA No.11-101&14 . ... ... ]expiration Date: March 26,2016 • Approval Date: November 03,2011 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 1 1 , T PGT Indnsbles NOTICE OF ACCEPTANCE: EVIDENCE,SUBMITTED D. TESTS (CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per F13C 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s V114947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4948 and FT"646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05�-1018.01) C. CALCULATIONS ° 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark,P. E. Compiles with ASTM 81300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. .. . . .. . . . . ... . • Jaime D.Gasco ,P.E. .. ... .. . . . .. Product Control Section Supervisor NOA No. 11-1013.14 ". Expiration Date: March 26,2016 . • . . . 0: 0 Approval Date: November 03,2011 . . . .. . . . .. EO,2 ... . . . . ... . . . :0: : . . . .. .. . . . .. .. ... . . . ... . . f . f PGT IndULtries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC2007 and FBC 2010,dated October 07,2011;signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL--5063, FTL-4645, FTL4649, FTL-4723, FTL-4947, FT"650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 thorough 08/10/05,all signed and sealed by Edmundo Largaespada,P, E. (Submitted under previous NOA No. 07-0322.06 and OS-.1018.0.1) G. OTHERS 1. Notice of.Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. .. .. ... . . . . . .. • •• ••• Jaime D.Gas n,P.E. .. ... .. . . . .. Product Control Section Supervisor -NOA No.11-1013.14 ••• ••• ••• Expiration Date: March 26,2016 •: '.: Approval nate: November 03,2011 V E:-3 t 0V . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . A GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6116"LAM CONSISTING OF(2)LITES OF 118°ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLE•DWKEEPEAFE MAXIMUM PVB INTERLAYER. B.6118"LAM CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1S°HEAT STRENGTHENED GLASS WITH A A90 DUPONT 13UTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.X19"LAMI CONSISTING OF(2)LIM OF 1B"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAMMUKEEPSAFE MAXIMUM PTB INTERLAYER. D.7116"LAM CONSISTING OF(2)LITES OF 3MV ANNEALED GLASS WITH AN.090 DUPONT SUTACITE OR SAFLWWEEpSAFE MA)IMUM pVB INTERLAYER. M 718"LAMA CONSISTING OF(1)LITE OF 311V ANNEALED GLASS AND(1)LITE OF 3118°HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXI[CEFPWE MAXIMUM PVI. F.7119°LAM[CONSISTING OF(2)LITES OF 3/18°HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM AWB INTERLAYER. 0.13119"LAMI IG:(1)LITE OF IV TEMPERED GLASS,AN AIR SPACE AND 9119°LAMI CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H.13MB"LAMI IG:(1)LITE OF 1E"TEMRERED GLASS,AN AIR SPACE AND 818°LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE •••• OF IV HEAT STRENGTHENEO GLASS WITH A,090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER SHEET • 1.13118"LAM IG:(1)LITE OF 1/8"TEMPERED GLASS.AN AIR SPACE AND SMB°LAMI CONSISTING OF(2)UTEIS OF 1/8"HEAT STRENGTHENED GLASS GENERAL NOTES.... ...»»1 • • •••• • WITH AN=DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PV13 INTERLAYER GLAZING DETAILS............2 •••••• J.13/19"LAMI IG: 1 LITE OF 1/8° DESIGN PRESSURES,....,3 ::Goo • • ••• � ( ) ,GLASS,AN AIR SPACE AND 7118"LAMI CON81871N0 OF(2)LITES OF 3/18°ANNEALED GLASS WITH A •goes: .090 DUPONT BUTACITE OR SAFLE)UKEEP8AFE MAXIMUM PVB INTFJRI.AYER ELEVATIONS.............».»»4 •:•••• • • • K.13116"LAM IG:(1)LITE OF 1/8"TE_ MI RED GLASS,AN AIR SPACE AND 718°LAMI CONSISTING OF(1)LITE OF 3119°ANNEALED GLASS AND(1)LITE VERT.SECTIONS—__8 • • • OF 3119"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLE)MEPSAFE MAMMUM PVB. HORIZ.SECTIONS__.8 •• • ••• • L.13M8"LAM IG:(1)LITH OF 1S"XREMD GLASS,AN AIR SPACE AND 7116"LAN CONSISTING OF(2)UTES OF 3/18°HEAT STRENGTHENED GLASS PARTS LIST...............8 •••••• • •• got • WRH AN J)90 DUPONT BUTACITE OR SWUMVKEEPBAFE MAXIMUM PVB INTERLAYER EXTRUSIONS»...»...«... 7 • �M.13 MV LAM IG:(1)LITE OF IV ANNEALED GLASS,AN AIRSPACE AND SMB"LAMI CONSISTING OF(?)UTES OF 1S"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR CORNER DETAIL...«... 7 ••••• •••• ••• SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER ANCHORAGE.......-_....B-11 • • •• ••• •e• •2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) • • • ••• DESIGN PRESSURES:(SEE TABLES.SHEET8 3) • 0:009:i s•• • A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.42. ' • • • • B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. •••••• 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. IL SHUTTERS ARE NOT REQUIRED. B.FRAME AND PANEL CORNERS SEALED WITH NARROW.JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-494 FTL-4849.FTL-4947,FTLAW.FTL4649,M 46M,FTL 4851,FTL4723,FTL4967,FTL400 AND FTT.4=& ANSNAF&PA NOS-2001 FOR WOOD CONSTRUCTION ADM-20M ALUMINUM DESIGN MANUAL rrWDUc Ravim las wh1i tko Pimlde S.SERIE8IMODEL DESKXdATION SH700,ALSO REFERRED TO A8 SH701. lidMBO No � 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVM 111111 Aftj �o 561ff"ft011 drt im'07/i1 O OFBCLWlb4TB a.aPaan ,'O •. .Cp�� Z: JA DOro1H1 c CHANSWWGLA88TYFS70TBWISgWFROMHS ' ,� ammm QENERALNOTES pb• �o1:�4P'��: FJG /rl18lOS A pAwim AUJM.S/A(GLEHUAIG IMNDOW IMPACT ONA� `� �awM Rspa Vkft Sm» e { I ,P.E.RIG W 7 7r4402O9m A 2= FL P.E.#68708 ®NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 311W WITH NO CHANGE 11 n IN DESIGN PRESSURE. 41 112"NO 4q 112°NOM. GLASS SITE GLASS SITE C]EXTERIOR INTERIOR (ALL SECTIONS) 80,81 or 62 83,84 or 85 •••••s • • 70 70 • 1W ANNEALED OR HEAT STRENGTHENED GLASS 3M B°ANNEALED OR HEAT STRENGTHENED GLASS •••••• • •• •• • 980 SOLUTIA OR DUPONT PVB INTERLAYER 080 SOLMM OR DUPONT PV8 INTERLAYER • • • • 118°ANNEALED OR HEAT STRENGTHENED GLASS 3M8°ANNEALED OR HEAT STRENGTHENED GLASS •••.• •••e ••• • SMS,NOM. 7111P LAMINATED ••••• •• ` •• 5/16°LAMINATED GLASS 7/16"LAMINATED GLASS .•••.• • 1 • • . • • • • • • • U2"NOM. PIMOM. GLASS BITE 46 BITE 38 3$ ® 0 88,87,88 or 92 89,80 or 91 ria°aucrzasvr� ovum w.<lftmwi& AaoN• 70 70 / 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS .OBD SOLUTIA OR DUPONT PVB INTERLAYER .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3MS"ANNEALED OR HEAT STRENGTHENED GLASS t t t SMS°LANINATED 7/18°LAMINATED ``� LYNN AIRSPACE AIRSPACE �� y pq IWANNEALED OR 7 E ED GLASS LA 1/8°TEMPERED GLASS® `:+,-, ........ 13118'NOM. 13M6°NOM. J TO8 '.* 13116"LAMI IG GLASS W/5/16°LAMI 13/160 LAMI IG GLASS W/7/16"LAMI _ �O' J.J. l0/07H! O NO CtbW0887MG98HFt:7 JJL OMNI a aVGLA 8TIPRT0? FROMN8 'NMMFL�P � OLAZ/NGDETAILS ''�O,p•..,x......��►�?; WNW PA lVIM a ADD M3fV2 70W6t"La&AW &LAWlGWa78 Patttpclt� ALLiM.SINGLE 14LWG�WINDOW IMPACT O{VA��`� t ,FLOW4 1Alalb�Betts °ice �r A L1��IJdN6LLpti�,P.E. FJ6 8/UOB J� g; t7 0 F!!l 2 a 1! 4040.20 O FLP.E.1168708 III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH BILL OPTION A TABLE 1. BASED ON FLANGED WIN TIP TO- F FRAME DININSIONS WL1070W 11®GHT � WLUTH GLASS TYPI3 83" 88" w 70" 74" 74" 78" MEETING RAIL 48" A,9, +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 40.0 +80.0 -Ko +80.0 -0.0 +60.0 -0.0 80" A, +80.0 •80.0 +60.0 -80.0 +80.0 •80.0 +60.0 -80.0 +00.0 -no +00.0 40.0 +70.0 78.0 fir 13 +80 0 •80.0 +80.0 -80.0 +80 0 800 +M.O •�0 +7&8 78.6 +77.3 •77.3 +78.8 •7ffi.9 JH 8a 918" A.B, +80.0 $0.0 +80.0 -0.0 +70.8 •78.8 +78.2 78.2 +78.9 •79.9 t7&4 7&4 +74.0 14.0 UP TO 83 C,D, , .G.KU.K,L +80.0 -80.0 +00.0 -80.0 ;W0 •80.0 t�0 -80.0 +80.0 -0.0 480.0 -60.0 +8&0 -80 0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 2. •••• BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSION • WINDDW HEIGHT i••••i •••• i • • WIDTH GLASS TYPE 38 318" 44" 80 818" 63" 74" 74" 78" ° HT, MEET RAIL ••e••i • 48" A +80.0 -no +80.0 4K 0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. 988 • • • 80" A +80.0 -80.0 +80.0 -80.0 +MI.O -B0.0 +79.9 1-TM9,1911 +g70.0 -70.0 +70.0 70.0 +70.0 -70.0• 171" A, , +80,0 •80.0 +01.0 -60.0 +80.0 -80.0 +7&90.0 +8&S •98.8 +67.0 -87.8 •• •• 8S +ILO -8LO t80.0 •80.0 +80.0 -80 0 t7&0 0 +88 7 96 7 +91L8 - 8 e TO 83 C,D, ,F, ,HIAK,L +80 0 •80 0 +80.0 • 0.0 480.0 40.0 +80.0 ).0 470.0 •70.0 170.0 •70.0 • s s • ' ' &EDMON EW&RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS Wl HIGH SILL OPTION, TABLE 3. fee :**so+ • •• •• W • FLANGED TO•T RAMIE 0 NSIONS • c •••• Yy ••••a• • **:a WINDOIAI]KNOW MI SASH HEIGHT(MAX. HT.Wl BASH•78" AND 78"INTgM%KL-FIN) MINUS • •••••• GLASS TYPR 17116" 4211118" 28 3115" 33 SW 39 VW 441311 80 318" 8515MV SASH D, F,J K L +8.0 140.0 1+80.0 1 -80.0 1+80.0 I ••80.0 I+60.0 1 •60.0 1+70.0 1 -70.01+70.01 70.0 +70.0 70.0 1+70.0 70.0 MT. MEETING RAIL HT. •••••• • • �,A88 TYPES: TEST RAS TABLE 4- A.8118'LAMB•(10A,0110,11VA) FTL-4847,400,4723,4W B.8118°LAND• 118° .090118°118 FTL4$47,4846 C.SMB°LAMA-(Iffi",.09ojjVW M4847,48010 D.VW LAMI• 15'A.090,WWA FTL-4846.4888 1.7118°LAMA• 18°A..090,3115°118 FTL4848 F.7118"LAMI•(3118"HB.. 3116-HS) FTLAS48 yiug mtde 0,13MIV LAN 13•UB°T.Affil SPACE,8118°LAMI. 11lrA..09%IWA) FTL•4645,4723 ct kA H.13/18°LAMI 11.118"T.AIR SPACE,6115°LAMI- lIlVX.09D IWHS FTL-4648 L 13118°LAM11.1-18°T,ASR SPACE,8118°LAN-(1/8°115,.090,1 FTL4048 A 13115"LAW 13-118"T ABR SPACE,7118"LAMI• 18°A,=,VIVA) M4849,4880 K.13HO LAM113-119"T,AR SPACE,7118°LAMI-3116°A,09p Slip" F R.-4848,400,40M L 13110°LAL4103-i °T.AIR SPACE,7119°LAMI•(31WH8,.090,3MM) F71,480,41M 11.1311V LAN 13.IWA ABR SPACE 8118•LAMI-IW .090,118' M403 3 �� H LY14N NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+04.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN TED PRESSURES ARE UNEFFECk 687140, 06 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP40 T0*FRAME DIMENSIONS. 3 AVAILABLE SASH HEIGHTS FOR CUSTOM W WDOWS ARE 12 SW MINIMUM TO 3W MAXIMUM. adra a a olun trl� T 9m0t�arowoYa�a ;AUft OWPRESSURES aNa o cr4nre>ga BLA887YP8TOTIONpJ�OFROMHB a ,1ti0�are ,'�'••. .F avtrroa anow Real �s°��r4 SlWOLEHUA►OWWAWI0 IMPACTm�. A LYI�4hl11Nl1�,PE FJF AIMS 3 -, It 4041/0?0 O FL P.E.W 68706 63 Iff MAX.FLANGED WIDTH 62118'MAX.I.F.WIDTH 48 W MAX.FU(ED DLO(ALL) D I C 76'MAX I 76°MAX e DLO I.F. A I.F. I F. HEI SEE DLO C+� T7— � � D� � SEE DLO HEI HT L ® TABLE O ® TABLE O 7B' 70'1 AX. 7W --JFLANGED FLANGED FLANGED 7118' HEI HT HEI HEI HT STABLED X j MAX SEE DLO BASH )( % E SEE DLO X j 8 (MAX.) HEI H7 T NO 4 TABLE NO 4 481/4'MAX vENT DLO(ALL) DETAIL 0 DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 eeee • . *see e .eeee. VERTICAL DAYLIGHT ••eeee • • • • • • • • 78'MAX 176`MAX OPENNG • • •e• e 8 • I I.F. II I.F.PiT LO HIGH •eeee• • e• H E-++ HEI • • • ••e • EE DLO I ® SEE DLO ® DETAIL SILL BILL •eeee eeee •ee • A341 34311 • • e•••e ee • •• / 78, TABLE 7� S 41818' 41114 • • •e •e i eee a FLANGED FLANGED •eeee• C 41 1/4' 40 718° • • • eee • D 62 SW 8211118' eeee•• eE 82114' 828/18' • eee • • eeeeee / / LOW HIGH * • • • • i E SASK DLO TABLE X I Spg SEE DLO TABLE X SASHb�ttreDNLnlda 0:9606 • • • H6flHT HEItBiT DETAIL BILL SILL 8u(t'�8 No •l0 �Wr � HE ••eeee A 341/2' 343118' • • e B 27 7118' 27 US' P DETAIL D DETAIL E C 27 7118' 27118' D 16 3W tl VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 18 31V 98 3f4" ABLE& cull NOTES: �� ,I LYNN Afq 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ��0 ''GENBF'' 'Q 'moi 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION.® * Na 6gT69 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TVM FORMAT. up Ip 41 oAd 140711t NOCHAA'!$E 7106mW i�'p ' StA OF� d.R HOCHAHIAEDIM6MEETELEVanoNsRaw ALUM.S/NGLE HUNG WINDOW IMPACT ''•SS/ONA�-�P.1G 11/19ADD m .WER&O CHO.HOMAAODA+OTF4. PA.BQOC78� aa. grow. A.LY�(�td1111L4��,`P.E. omomp JC 911109 wo�a1s'p�ar4 swoo N7S 4 a 11 4040-20 D FL P.E.N WM �--2.784 --.�("-- NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR ` I OPTIONAL BOTTOM LOOKS,(1)6'FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USE 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ®BASED ON SASH WEIGHT 31 9,10,11,15,16 FUTTE 7,8 OR 17 2.710" DAYLIGHT 25 OPENING 26 —MAX PIXED LITE DAYLIGHT OPENINo O�TS�1�E MAX WDTH SECTION A-A 6 23 DE _ INTEGRAL FIN(I.F.)FRAME SECTIONS® BIDE 47MIX 60 i•• HEIGHT 21 sees•• MIGH • • • ••• i OUTSIDE I SI I *sees: LOW T_ see••• • • • • e S L • •ss••• • es •• • MAX. •.•.. • 0000 e 000 • VENT 49 HIGHSILL •gyp • • DAYLIGHT AMB IDE ••e•• •• • •• OPENING • • • •e• • 68 & 217110" •:sse• •.•e•: sei • 28 I.F.FRAME s• • • • IDE II a�p►r PRODUCrRUVNo �inml'la • s • A IL 14 OUTSI T2 •cess• • e 6 62 (L 2O ) "G ) 63 L rim— SEE NOTE ABOVE 64 64 111111 VAIN 3 30 ULTRALIFT 69 67 % S12 ONLY 12 ONLY �� SECTION C-C SECTION B-B (LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP – •k (HEAD DETAIL-FLANGED VERSION) IoW W 10077/'11 0 NO CHAN=7W&MEWSXA°'0s7OR .0,�'• g •�1.�! ,ra a0/MJ11 a AtOCllaAf0�71�814J3T +awr�oreao�air�mve SECTIONS ',C: PJL 11/f9� a nt� :�€cnexas rsaalenrEerni s anmvra n rr� ALUM.SINGLE HUNG WINDOW,IMPACT �. ��Atl.�a�,. F 8HM8 J Na1t�dlBFL841f0 V2r1b�Se r Half 6 a ff •�404Q-20 p A LYNNE.0SE1�,�PE FL P.E.#88708 ME DW030 N POR@ ITEM OYY041 N PO7f& 1 4002A FLANGE HEAb 012226 60 1838 BORIMNSKIME-ASSMAWAD 81096K 2 1188 O8 QUADPN.80 781PQA 81 SCREEN CLOTH 81818 3 40030 FLANGE WWA SILL OW86L 812228 63 008 CHANNEL So X.600 A833402 6 1828 . CELL FOAMP 7P 1828 84 1181 A8 X 1.000 PH.SUGLUTOK 701X1 40619-221 8 MMSTAFMAOXIN-7118LAN 1 $12244 ,� 88 40511 WH BOTM PAIL OM S 1 6 4028 ffl11.128 LONG 812244 Be 40SOA GE FRAME 88.L H 84080 4028 3/A°818 OR 11110° 7088 D 10 1080 9M"OR 616° BBALCVR818 80 .A ,6(18° , 1 OW 418° EQUIV. 11 111 ,611 1 s 12 CBRACKEr m7w 82 C, 6/18°LAWB, rRe 1A1°H 13 108MM SASH §IDE 4 604 ® 83 D.GLASS,Iffir Ir 1M 1 #O X t FLATHEAD B.STL 7 1FPAX 84 MO 11MOAO ,116°H 16 1080.1 BALANCHMOM BBAI.CVR870 ® 06 F.GLASS,WISOM,(IMM W115446) 17 4053 SASHOTOPCOVER fafts 06 Q GLASS.13118"LAM 0 lfftfilk SPACE filiffLAM,(1410A.00MILIMA 10 44.28.1 SASHBRACKWr 7ULKW 87 H 311 Ki'1Ai"T 611s"LAM.(Ilookoso MIXOPM 10 88.3MI W a P K W, F B.BTL 78=12FPFX OA 1.GLASS.MI LMA 10;118"f,AIR SPACE.6116°LAM,(IWHLM PmLlln$) .® 21 4004C RAL 84054C ® _8F7_MAS8.13MO"Lw 1 H 8° 23 M0 80 ,1311 ° ;1 7118° (3148°A„080 ,311 go 12361 87 180 81 L ,1 ° 021/A"t AIR 711 311 1 ?loveparAmo IWO ftKow 28 WVL) 1 •�•• 1 4 • • •••• • 31SASH OIMI • • • ••• 1 4 •••••• 96 1 X26184°Xt° 71 1 •:•••• • • i • solo •36 IOU LAPAIAMM&BIL K1°XSWX1118° 71 • • • ••• 047 1924- , •••••• •• •• .41 1 46K 47RA FRAME,I.F.HEAD • • • • 41 4098 8 • • LAW 644703 ® 84071A,0083•T8 ••••• •••• i ••• 118° 222 /FRAME,I.F.LOW SILL • • • •• •• gBgC 118° ILL KR N86 si:4072A,8083-T8 •••••• • • • ••• •40 7 ,13/18°lAb1<L0. 84067 • 7 4071 71 p RODMraVOW • *:*so: 4A as takhdwBloft •• • 48 4073A L .HIGH SILT. 0 3 � A •••••• •••••i • 060 40748 LF.JAMS 8404 • • 4008 SILL 7 .OMC NOM 03 1 0 TMNCKNEs 4 Prate 64 4 4O 2 1 03 1014 SOROW9&VEFQ 81 4 .bit NOM t t t 60 1890 mum 718 IL THICKNESS 67 -I1 W/OUTRINGS 71031 `��`lN a?►l '�i'i or 1073 ISCREEN SPRING SE )c 88 1824 ISCREEN SPLINE•.136 bIA FOAM 81 4K 8II.L �j�FRAME,I.F.JAMB 58X06 a9 tI JJ W4B,600-T8 ® ADBS W (ICED AS RADIUS TOP HEAD) )1 W ,Rd 18917M NO 71848H68f �%•O giP� p (j oor+ s P RTS IS1',r a�a• �� tvwcsase FI�MI� dag SI iME M M W/NDOW/MPACT AO,c' o„ �•�, F NOW s A.i�mIU a E F �� 8TQ00 HITS 8 a 44 404020 D FL P.F.#68708 ® I.F.FRAME SEALANT ALONG ENTIRE JOIN . 1 or 47 � a.7ea 2 i�I.F.FRAME® .002 1 2.330 1.L.._.._ 2.830 .D&l 8 or b0 O FLANGE FRAME HEAD 04002A,6MT8 I 1.749 FLANGE FRAME SILL (LOW) WELD 040030,W63-T8 6 or b0 ALONG SCREW 1 SEALANT OR GASKET Boss(a) 2.710 1 (•�-1.613-�••� ,7gg i AT HEAD AND SILL .062— .040 VIEW D-D VIEW E-E (111&VIEW HEAD&Su,RADIUS TOP BILL) (RADIUS TOP HEAD QNL1) o 7 SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION 8 FLANGE FRAME JAMB a .0003-TO0003-TO17 04053 6083-76#4004,806;1-T8 •••. �. • • •••i • (USED AS RADIUS TOP HEAD) —`^I 1.188 .878 •••••• 1�8T■ ►I • • • '•' 1.842 ...... I `---aa7e--� r 1.349 GLAZING BF .61160 • JJ • • ' #40398.6092-Te • ••• • 1.976 ' 165 •••••• •••• ••. . 1707 31 SASH SIDE RAIL ••••• ease ••• • .062-,: #4008.6003-To • •. ••: '•• 21 FIXED MEETING RAIL 2S SASH TOP RAIL 26 SASH BOTTOM RAIL(LOM sees*: ••• • #4054A.6083HD-T8 #40080.6083H8•TB #4007.6063-T6 .050- '� • • • �� 1.098-1•'--"I •..•.• . .•: • L°p' 1j GLAZING B .6/16" wuli 6D • •••••• .678 42 usmmPlYl�wudAroFiuride *:so** • • • ' • -2. #"%#4044&6003.78 gppdq Goose: ' ' 1,096- (USED W/BRILL Kmon— Aaao wtla • ��! • • a.946 O GLAZING BEAD 7118" c I.GY 3.448 u #4222,6083•T8 �r I 2. 683 060 OB1 II '' Vlltlt 1�► 1.097 �� YNN i 060 GLAZING BEAD,13/16"IG �.%`00�4 Imo--2.784 1.115 f O #4067.8063-T8 •`\ ~�' J �: 89 FLANGE FRAME 6T � SILL(HIGH) 66 SASH BO RAIL(HIGH) 4b GLAZING B 7/18" (USED W/GRILL IOT) J.J. 107/11 I D #f0 a Nt W 7Hl9*WT gTpTE Of 2: am ' e EXTRUSiON3 8�FRAMECORNER DETAIL '.,0,�''•. Fcoo? 'C��• warapg1 D AtD OIAIVDEB 7FQ9 F 8. 7Et7tAI5 A83E✓4ffitY70 tF Po�c AWM.SWGLE HUNG WINDOW IMPACT Vbib$BeAmr r°u i,.w .e wad am A.LYI�IMILL�i� P.E. FJC $S JJ 22&07 Noxo�e,� a HaN 7 a 11 4040.22 D FL P.E#68706 ANCHOR QUANTRIES FOR 111 FLANGED WINDOWS TABLE L ANCHORAGE NOTES: W[ND0W HEIGHT 1. ANCHOR TYPES: 1-1W ELCO TA PCONS 211ELS 884 CRETE-FLEX SUBSTRATE: 2SAW 34. 40.SM 48.83 82.603 1 58.603 64.63 1 78.E 3-812SCREWS ANCHOR TYPE: 0 0 � " � � a. BASED ON THE WNDO Q � FOLLOMING DIMENSIONS. O Q Ng� � 88 _ WIDTH TYPE HEAD-10 lir MAX.FROM TOP CORNERS C,D,E,F,Q 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 9 _1 1 1 1 _1 'QB$-1712"MAX'FROM TOP CORNERS 16°MAX.FROM BOTTOM CORNERS 18.128 H,bJ,K,L 121111121112221222222222222222222222222222232233 ®Bal•AWNMAX BELOW MTG.RAJL C HORS NOT REQUIRED A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 1 1 1 9 1 1 2111112111 2221222222222222222222222222222232233 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1 1 1 1 1 1 1 1 #2-2'2 1 _1 1 1 1 1 1 1 9 9 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,QNOTE 2. 24.0M0 HAJ,K,L 121 11 212121 2221222.2222222222322222322233322331 1 1 _1 1 1 9 1 1 1 _9 1 1 1 _1 1 9 1 1 1 1 1 'ABLE WIDTH�HEIGHT DIMENSION ARE FOR A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 121112121212221222222222222222232Z22232223332233 ARE1°6E88 C,D,E,F,Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 1 6® H,6J,K,L 121222231222231223232223232223332233343233343344 SIZESLOOPBOFTHEADJAENTTABLEWITH A 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AAM 121222231222231223232223232223332233343233343344 MAXIMUM pIGgHOyyNIN SOLD.WITH OTe�AN g C,D,E,F,G, 1 1 1 1 1 1 2 1 1. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H�JK,L 2212222312232322232RESPECTIVE SIZE 32223232323342333343334383344 PRESSURE FOR THE •••• 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS • •'•••' • • • 221222231223232223232223232323342339343334353344 AVAILABLE. • • • • PS 78 •:•••s • • i • i C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •• ��' X40.000 HAJ,K,L a 21222232223232223232323242333342334ZZ: 94483344 •••••• • •• •• • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • AB,M 221222232223232223232323242333342334463344 • • ••••• •• • •• PB 79 • • • • • TABLE ITY. • •• •• C,D,E,F,Q a z 2 2 2 2 2 2 _2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF • • • 00• •44.000 H,I,J,K,L a222222322232322332423333423333423343833344B344B fDPLINATED) 118 •••••• • ••i • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • 0:060: : • A,B,M P22222232223232233242333342333342334363334483448 JAMBA= 223 W • • PS 78 79 MTG.RAIL �/QrCD,EFG2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW48.000 H,I,J,K,L aa22a22322Z3342333342334342334383334389348483458 p AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222222232223342333342334342334383334383348453488 (FULL DP) PS 72 78 78 HEAD 2iso MIS C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 `��ZO�.�� iee'' *'�✓ 83.128 H,I,J,K,L 2a 2222232223342334342334343334363344463446463488 MrORAA. 2 2 a s 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 .1AM8BEL0W :* No,68108 ABS 22222225222334233434233434333.438334446334848344b MrG'RAIL i �• 01 er law/it I oro�o-e �,0'. cm amtip DINDOWMOWNSMEET -'- ANCHORAGE SPACING 1/1 WINDOWS ........ ,tIB o4rotHt a lYDtSF1ANl�87NlS& E7 riwroeaa�e0a �. 0.�...,,,,, FAummf sass s cp xr am AUJM.BINDLE HUNG WINDOW IMPACT A ivFfr6+Ir�I� �,�P E FA7A ,A ply 8)000 NTS 8 e 11 4040,W D FL P.E.#6670b ANCHOR QUANTMES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WBVDOW HEIGHT1. ANCHOR TYPES: 1-IW ELOO TAFCONB 2-IW ELCO SS4 CRETE-FLEX SUBSTRATE.,---- 29AN 37.155 1 44.668 1 52.188 59.6 87.165 1 74.868 78.000 3-#12SCREWS ANCHOR GLASS a 21- a GNt Pv aNc�1�t�1 GN �UMONZ�U�� U U 0 o v p 8 2 p p 8 ��, 2 O a N 2�- :, N 8 r ,�.,21 N o 2.ANCHOR LOCATIONS ARE BASED ON THE �i !� C1 U t3 C`S O t1 FOLLOWING DIIbIENS10N8: WIDTH TYPE HEAD-181/2°MAX.FROM TOP CORNERS C,D e,F,G, 1 1 1 1 _1 1 1 1 9 1 1 1 1 1 1 9 1 1 1 1 1 1 9 9 JAMBS-171!2"MAX FROM TOP CORNERS H bJ,KI 18"MAX.FROM BOTTOM CORNERS 19.126 11 11 912221 22222122222222222222222222322232322232 B°MAXBELOWMTG.RAIL A B,M 1 1 1 1 1 1 1 1 9 9 1 9 1 1 1 1 1 1 1 1 1 9 1 1 ®SU-ANCHORS NOT REQUIRED 11 11112221 22222122222222222222222222322232322232 3.WSTALLPER THE ADJAC.ENTTABLE ANCHOR PSF 78 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,Re,F,o, 1 1 1 1 1 1 7 _1_ 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®NOTE z• 24.000 HI�I,KL 111 9 1122 9 122222222222222222232322232322232322232 4:TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,PII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 111111221922222222222222222232322232322232322232 AREl" PGF so 77MAN t iMITATIt (8 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 81ZE BLOCKS OF THE ADJACENT TABLE WITH A ,0� HI,JKL 11 1 11122Z222232222332233333293332233433243433243BOLD ITAL MAXIMUMDESI©VALUE ABOVE NPtiESBUREWiTHTNINDICATE A EQUANTl1Y A,S,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 111 911 222222232222332233333233332233433243433243 MAXIMUM DESIGN PSF 69 67 78 PRESSURE FOR THE 0:96• RESPECTIVE SIZE C,D,E,F,O, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS i••••: �� •37.000 K"KL 1 9 1 111222222232223332233333343333233433243443243 AVAILABLE. • • ••••si A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 •••••• • • • • 111911222222232223332233333343333233433243443243 ' • P 54 78 82 701 1 ' C,D.E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . .. ..if 00 H,I,J,K,L 111111222222232233932233433343333343448343443383 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2AB,M 222222232233332233433343333343443343443363 TABLE KEY: P8 48 78 68 78 78 D,eF,o a 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 MAX PSF ••••• • ••: 000 HI,JKL !Ll 1111111 Z 2 2 2 S 2 3 3 2 a 3 3 3 4 2 3-3T3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 8 4 IDPLKMD1 117 • • •i • A,B M 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 a°mplytn8u�m1'1�tda • 1111112222223322IL 33342333443343443343443343443384 � 53 C 1+ �lq6 •••••• • • ••'••• PSF 48 74 Sf 74 78 78RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 a 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 46.00 H.1AKL 1 1 1 1 7 1 212 2L2 2L2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 313 4 4 4 4 3 3 4 4 4141413 6 4 4 4 4 3 6 4 MTG.RAS A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 D� 1111112222223322333433334433444433444443b4444 64 (FULL PSF 41 87 48 87 78 78 HEAD 2 ``��0y�,yNN 41 JAMB ABOVE 2 2 o;• ..*I***.. C,D E,P,Q 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 --3-T-2-r-3- 63.126 KIAK,L 111111 —L3 47 G �i4 �;' 85109 2 2 2 2 2 2 S 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW k: No• A,B,M 111171222222533333443344443344443344644364644364 Mra RAIL ja It lM7l11 D NOCJGIAIOEBi+M8tW Ierls Amw0~1 c 7Yoffla ID►EDBYaI ' ANCHORAGE3PAClN(3 STANDARD VIEW '�,,� •. �o? aC?•, JJL O FLOA,. Frc 19H91 a 6Y8l78 Pae4°c+rte ALUM.SfNGLEHUNGWINDOW IMPACT �. 5'SIONA� ON •no N01(oftFLSW4 j Barmy ad mwe a+ ma°w - A.LYNNM 1 J6 7r 7a/1slDf &rip NTS 8 a 11 404Q-20 D FL P.E.#88708 ANCHOR QUANTITIES ABOVE MEETING RAILEAD 8�JAMBS CU TOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: DOW HE BASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES; 1.114°ELOO TAPCONS - SUBBTRATE: 17.128 888 282 1 33.764 44.839 .92 2-114°ELCO 884 CRETE FLEX HOR TYPE: c c U c O P z0 ^z M o r,° �, U 3-#12 SCREWS WwDOW GLAgB C-41,$ N g $ §N 8,� N$ 8 N N$ z N r N ' 2 ANCHOR LOCATIONS ARE BAKED ON THE FOLLOWING WIDTH TYPE ®DIMENSIONS; HEAD-181/2°MAX.FROM CORNERS 19.126 D,E,F.A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112°MAX.FROM TOP CORNERS __._..._ -2 .-1 ...--.--.-_.....__.,_. ._._._-..,..-_.._. 11 IW MAX ABOVE THE MEETING RAIL KL 1 9 1 2 2 2 2 2 2 2 2 2 --2. .2_.._a.__.3._....Z_. 3.-3_ .Z. 3-- 3 . 8 3-. a°MAX.BELOW MTI.RAIL 24.000 D E,I,,J, 1 _1 1 -1 1 1 1 -1� 1 1 _1 - 1 1--1 1 1 1 1 1 1 1 1 1 1 16"MAX,FROM BOTTOM CORNERS KL 1 9- 9 2 2 2 2 2 2 2 2 3 3 2 3 3 '2 3 3 3 _.3.. 3 -3 4 SILL-ANCHORS NOT REQUIRED 32 000 D,E.F A. 1 "1 1 1 1 1 2 9 1 2 9 1 9 1 1 1 1 1 1 1 1 1_ 1 1 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM KL 9 1 9 2 2 2 3 2 3 3 3 3 3 -2 3 4 3� 4 +4 3 4 S 3 6 VIEW WINDOWS FROM TABLES 7.AND&USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D.E,F,J, 1 1 1 2 1 2 2 1 2 _2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL 1 1 1 2' 2 2 3 2 3 -3 -3 4 -3- 3 3 �4 3 4' 4 4 B 6- 4 6 AtWINDOWSARE12818°MIN.TOWMAX. PSI, 79 79 79 78 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 40.000 D,E P J, 2 2 2 a 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 Lam, KL 1 1 1 a 2 2 3 3 3 4 3� 4 4 3 4 4 1 3 1 6 4 1 4 1 6 6 "4 18 s SIGN P RE L_f�1I_TgTI PSF 79 78 79 77 79 79 78 ®SEE BLOGKB F THE ADJAtN�TABLE WITH A BOLD 44.000 044F.4 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2 2 8 3 8 4 4 4 4 3 3 4 1 3 1 8 6 1 4 18 B 4 1 8 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN .PSF 78 79 70 79 79 71 79 73 78 1 PRESSURE FOR THE 46.000 D.E.F,J, 2 2 2 2 2 2 a 2 2 3 1 2 1 a 2 1 2 23 2 2 3 2 2 3 2 2 RESPECTIVE SEE AND GLASS TYPE 18 •f•• KL 1 1 1 2 2 8 3 8 4 4 4 6 4 b S 4 8 b 4 3 8 6 8 AVAILABLE, • PSF 71 79 83 71 79 84 74 88 77 89 M ® TABLE T.KEY' f ff.• f ••••'• • • 63.126 D,E,F,J, 2 S 1 2 a 1 2 a 8 1 2 1 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 • • •••••r ` KL 1 1 1 8 a s 9 3 3 4 4 4 6 4 8 8 8 8 3 B 7 8 6 7 MAX.PSF • •••• • • (DP L 9UD7 ED) 192 ' •• ;* WIDTH OR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLEW©ED WINDOWS BASED ON SASH HT. HEAD 2 TABLE B. ABOVE 2 BASH HEIGHT MTG.RAILRATE. 12.77 16.778 18.778 21.778 24.778 .776 30.778 31.108 L�D•OW E N - Q N � N �Q -11-1121 FULLKEA[ 2 $S 3R` JAMB ABOW 4 •••••• • •• • 19.12$ 1 1 1 2 1 1 2 2 1b2t2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTI.RAIL mwKwoAb 240002 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2141P32.000 2 1 2 2 2 2 3 2 2 3 3 2 3 3 2 3 4 2 3 4 2 3 •••••• • f • •e•i 37= 27-172TABLE S.KEY- 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40000 74 MAX PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 -4-T-3 3 4 3 4 4 3 4 IDP LIMITED) 192 44.000 00 78 JAMB BELOW 2 %%" 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 8 3 4 MTG.RAL p0'I�Y .� ��i, L:;;d 83 72 79 �• �:vGeNse''•. 2 2 2 2 2 2 8 2 3 4 3 3 .4 3 4 4 3 4 6 3 �51 �-Al (FULL.DP) * Og ' 73 89 68 72 JAMB BELOWe 2 2 2 2 2 2 8 3 3 4 3 4 4 3 4 8 3 4 6 3 MTQ RAIL = k 11, 90R17H9 0 NDCHAJNOE8V=smr�7 °iv�°�°f �7j''•. BTATE� !X14 wtoTemtNOLomrorave�� ANCHOI;AOESPACIIViCUSTOM VIEW 'O.o'•.,FL.....•'C1�.` JA C4/�P/f9 Q NDOIWf90E87i1S8Nl�T FJG 99/f3� a BYBSE ar ALUI�SHVGLE HUNG WIAIDOW IMPACT � tf"S/ONAL ��` FK J.L •,a sa2ta 1Rs96�Beamr 8H1D0AITB 10 a 1 i • a 4040.20 d A LYNII�(ILL P E FL P.E.#88708 EXTERIOR INTERIOR ®1.FOR 1:FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY ALL HEAD AND HILL DETAI ) APPROVED 1/4°ELOO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCH ANCHOR TO CONCRETE EDGE IS 1314". 335 KSI MIN.CONCRETE (SEE NOTE 1&3)j 2x WOOD BUCK WOOD ANCHOR 2,FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY,USE#12 STEEL SCREWS(GB)OR &SEE NOTE 4) (SEE NOTE 2&3)® 114"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHOR,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS. •• 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE ► v P: .•:'.+13J8"MIN.,1/4°TAPCON TOTAL THICKNESS IS LESS THAN I IM. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE �.;..., ;..';.' ,••, •! •9.3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 111r OPTIONAL 1x 1 " THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE vim BUCK MIN.® ENGINEERED BY OTHER OR AS APPROVED BY AUTHORITY HAMNO JURISDICTION. (SEE NOTE 4) --►-' t S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 414 1�" 6063-TSAND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CR"AA/BRE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAY SE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1!4 1318°® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MI�1. MIN. S.ANCHOR ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114 MAX SHIM- i+— 114'MAX SHIM—� 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACI I WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT •t: EDITION,SECTION 2003.84(SUPPLEMENT 20M CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® •••• RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) • • see* • • 3,35 KN MIN,CONCRETE INT ••••i • ••• i „L•.:+ OR 1.5 KSI MIN.CMU® (ALL JAMB DETAILS) •••••• ,•w •:•••• • • i • i 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK • • ••• e• SUBSTRATE(SEE NOTE 4% (SEB NOTE 4)® •i•••• •••• ••• •• DETAIL DETAIL •••:0 •••• ••' '• TYPICAL FLANGED JAMB ANCHORAGE ••••• •• • •• • MAX •••••• SHIM • • • ••• •• MAX. •••••• • ••i •• RBV!>3HD •• •`•••f • • SHIM WOOD FRAME Y��Fiadda • • • • 931°OTA MIN. Awt��N► " `� •••••• • • • x 21/2°NAIL, IT •••••� AT CORNER s • 131°DIA MIN. AND 5°O.C. x 2112°NAIL WOOD FRAME ATCORNERS :-A AND 6"O.Q " "- w 41 1111 114 j x21/2"NAILMAX SHIM AT CORNERS `��rOd CENSE AND 6°O.C. -z' DETAIL F,(HEAD) DETAIL I.(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE J°! 90l07N1 a NOCkANQ�17�8fiFET • -off, II :_� ANCHORAOEOEracs -,o,�•• PLOM••'�,,., at 09ml C lmoawmwrmmw t'L84878 ^• -i F �� iwwm: amFJc 1waa ARNERa IFoaTES ADM na�nn� ALUM.SINGLE HUNGWINDOW lA4PACT '�r;rSIONA��.�` Tri Batmr °° �° �aau +nn A.6M MILL>Eil�P.E. FA •W wave &aw NTS 11 a 11 404020 D FLP.E•0WM