The URL can be used to link to this page

RC-12-1969 Miami Shores Village ��El V AUG 1 14 I Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 REV INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20k`64 BUILDING Master Permit No. /91C 9 PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING 24REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �} 54- -+ CONTRACTOR DRAWINGS JOB ADDRESS: �IFi /K I� 1 5 City: Miami Shores County: Miami Dade Zip: 3J Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: wl Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): a ea 4 0—r.<©n Phone#: Address: •S" IVY !N 1 -( S T - City: ✓kq ( State: P11- Zip: ji5if) Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 1r Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work forthisPermit:$ 56 60.peb Square/Linear Footage of Work: 5�® Type of Work: L-J Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ � �� CCF$ CO/CC$ Scanning Fee$ '7•M Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ -OD Bond$ TOTAL FEE NOW DUE$ (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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (fSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ArUd 20 1�1 ,by day of ,20 ,by who is personally known to who is personally known to me or who has producedy as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: 0��\\11111i��//ii� NOTARY PUBLIC: Sign: 6: - Sign: Priint: Print: Seal: % �'FEf130 r Seal: ��llllll11111\\\ *k k k k*k k k k&kffi*8e>te f+k*k4k*k**#k k*k kk$k�k &k k+k &k&k>'k*>'k k k kk*&k k kffikk k k k k k*>'k>'k Ne k>'kwNe*k k k*k k k k+k k N k k*kk k k k k k kffik+kffiRk k k k+k k APPROVED BY Plans Examiner Zoning MAKI)w 119 Structural Review Clerk (Revised02/24/2014) • f'— GERALD F. DE MARCO, ARCHITECT JOB WATSON RESIDENCE ADDITION 7241 SW 168TH STREET SUITE EAODREss 165 NW 99 ST. MIAMI FL 33150 MIAMI, FLORIDA 331 305.255.2999 DRAWN BY AA DATE 7/15/14 CHECKED BY 67®-p DATE 6*(a ' I PROJECT NO 121 BA SHEET NO. 1 Of 3 2 4� (,fig 9 In — — — — ca -�� r�lfLC•4� fie w® 5 -LCoc(� — — ��Vs o tea gqA 4 '-- — — — — \'`� NEW ROOF RIDGE Z c� z S i t I I u : Gcol) .2 2 n------------- Nu -vv a.w A' NAVr,g .c��P� , II II II II I II II II C'ElTED i I I I I EX� T 5/�I"PIlY1N0OD I I 3 AUG �-1 2014 � I II II II II II II , II .; ; 0.00• .. . LBI L�OO. 000 I ..11 o" 100 EXISTING ROOF RIDGE •••••• 04-1:- 0000. z • 0 1�.' .( . 00000 Q --' 4wlP1t�`r ifl7C��. = _ 0000.. � I • . 000 60.09• CA 0 F Z I 9• T- � Q - - - - - - �,, IE � z uj CL a ° o a z Q - r c PARTIAL ROOF FRAMING PLAN v`� SCALE: 1/4" = V-0" r— 7 GERALD F. DE MARCO, ARCHITECT JOB WATSON RESIDENCE ADDITION 7241 SW 168TH STREET SUITE E ADDRESS 165 NW 99 ST. MIAMI FL 33150 MIAMI, FLORIDA 33157 DRAWN BY AA DATE 7/15/14 305.255.2999 CHECKED BY aP'� DATE m ( T PROJECT NO 121 BA SHEET NO. 2 Of 3 r L '? 5/8-PLYWOOD TRUSS TYP TRUSSY BRIDGE "C" 2x4's TYP. EXIST 4x6 CSD 24" O.C. EXIST �.V!:Vu L:::.ti-%i r2f I fo tll�C At . 6 It)(Co T J fie, wk4 flAf d06 EXIST WALL A BRIDGE DETAIL SCALE: 1/2" = 1'-0" wof ; I°t ez�°l 0000 5/8-PLYWOOD 00 •••• ••••• 0 0 TRUSS 9.9.99 99 9 0.00• 2x4's •••�•• 000. • •0000 0000 0000 ° 0.000 2t4 a0 0. 0 ..:.. TTRUSS �� 09.00 YP RIDGE "C" 0 •• 2x4's 0 1 • Typ• i EXISh•4x6: ® 24" 0.C. .... � `rewNL& - — XIST f-_��1tad;;�.— - = vt�t_ iatco Gc -- , (SC• (ZArr re.it, �.� -4-fC�t-i'lRtk_-CDAd At��Lf�� EXIST WALL — vA ' pV B BRIDGE DETAIL Q—) SCALE: 1/2" = 1'-0" (� GERALD F. DE MARCO, ARCHITECT JOB WATSON RESIDENCE ADDITION I 7241 SW 168TH STREET SUITE E ADDRESS 165 NW 99 ST. MIAMI FL 33150 MIAMI, FLORIDA 33157 DRAWN BY AA��11 DATE X7/15/14 305.255.2999 CHECKED BY C.1 DATE �✓ PROJECT NO 1218A SHEET NO. 3 Of 3 XIST WALL 2x4's 5/8-PLYWOOD NEW 5/8-PLYWOOD 2Ws TYP. EXIST � r '-EXIST WALL EXIST 4x6 ® 24" :O.C. TYP c BRIDGE DETAIL SCALE: 1/2" = 1'-0" 0000 000 . . 0000 0000. . • 05W&PLY400D•0 00.0: .. - .0000• 0 �.^.=,�1-' 0000. 00*00 0000 40.06 .. •0000 .. .. so •00400 2WA 0:—o--00••• 00001 i TYP. �.— 4 • •6606 40 0 0000 • P EXIST ••:• -WAaA ADDITION E ISTINO- Ap WV tCY � - - I WEST ELEVATION ROOF DETAIL SCALE: 1/4" = 1'-0" JOB I V O 4 WA 950 Q GERALD F. DE MARCO, ARCHITECT 7241 SW 168th Street, Suite E SHEET NO. I of MIAMI, FLORIDA 33157 CALCULATED BY DATE_6 %61 (305) 255-2999 CHECKED BY DATE SCALE ...........................i.............d..........................i............_i.............>....................... ...... ..... ..... ..... ..... ..... ...... _... _... ..... _......... ..... ..... ...... ..... ..... ...... ...... ..... ...... ................................. ....i.... ....i..... ....r.... ......... ..a. ..._ �. � t �; ILam.y......................................................... ............................:..........................a....................... ...... ..... ................................._....... ..... ...... _........ ..... ...... _ ...... ..... ........ ...:.... a ✓taut: / ..... ..... ...... .:.........:............ ......:........................................:............_;........................__....._......... C . t .............a............;.............,............a................................ ....:......:.............„.........................�......__ ......_.............. ... ......._......_.......... ..... _ ........:... .....:.... +. r �t.r. Pit °' 1 nJ .._� CLI ..............:.............:.....u. ........._.a ...................:.._....._. ........._.........,....._..._... .._... .... �._�,.........w. ... P A S .............a.............r.............;...................... ..... ...... ........ : ............ .._ ...:................................. .......1.v.... ........ ....:..........._;.......�. _ tit._.....;...... .. ` ..............t.. .. .............. ..... ..... ...... ...... ..........................t....... .... ...... _... .... ....:.... ...:..... L 'p11 /� t/ .0..... U J i i : ` i zc.. y_..... ..... ....... ....._:........... ............ . L.. ....:.................... _... />� = ... 4 .. ..... ..... ...... ..... ...... .... ... ...... ... ...... ..... _.. ..........:......... ........... .................._._ ..... ... ....... _._:... ...... .... . - - .. ._............. . _._.. .__.......................................... � f U j .._� w '. ...........: �. s.... ..__.....:........... ... _. ,..............;.......... a .. ... � .;°.... .. ............................. ............_....... ' In . llpVV e� : �............. a ..... .. ...... ...........:............:........_...3............. : . ............. ....._.... .. ..... .... ...........„........ ...........i ............. 4 i•••»• :•• • �•••:•• ii ..... ...... ._ .. ..... ..._....._i..........._s'._.._._...... — — ...........................,.............„.............;............._................. — • , i i ! i i • • 2 / J r, ..... ... . ..... �� . .. _.._ ... i•.••» i•_••» ..... ..... �.. .............:.............a............. _._..._.:.............�....._.... _ • • r3 � 3c�"1&.�._i W16 .............a............r.................................. a .. ....... I2�?. ... :......_.....a.... ... ... ......... ...a_ u w .40 _........................................_:.............,,....:4._... ...... _ ............................s...........................:............._.............a......._ . ... , 4 �. - — 1 a[........._..ti.............,i............_,i �i i i........... i....._._.,. ..............:.......... ;._.__.....•._ . , .... _ :........... ..........................„...._..... ............. .......... � � _v . : i .......... / )) i i i E i i I a - L PRDDUDT2041(SbigleSl�s)20.41 Padded) JOB 1-"4 6 /) "!J GERALD F. DE MARCO, ARCHITECT n 7241 SW 168th Street, Suite E SHEET NO. 2 of -504 MIAMI, FLORIDA 33157 CALCULATED BY DATE&' (305) 255-2999 CHECKED BY DATE SCALE i i.............b..........__........ _........ ...... ...... ..... ..... .._. ..... ............. _...........:...._f._ � _' _ .. ..... ...... ..... _. L�....,....1.. ..... .._........_........._ .......r...._ C .................. ...... .... ....:.... ....... ...:...1....,.... :...._......::......... ..... ! ........ ........ '•P € ...................... ._F ._... ...... _....... .._.... ..... ...... -.. .... .... lea ..... ...... t .cam' .:................_ - ............. ..► _ ... , C . _.... f 2 : �1 . «.. . _.. .........................................._._.....................r... ..............:...........:.............:..._........:.........._.«..................... .... ..Cr..... _.. ....................µ.........._ ............:... . _ .................................._._..a............. :.. ............._...... ................r. ! _ ..... ...... _.. _.... .... Lam, ,ca l G ..._ .......... ..... ..... .......... ........................ ....._....._!..........._....._........... ..... .._.. ...... ..._ ..... ........... ....................._:.................._._.._......s...... . ( 1 ...... _...... .. ..._ ..t......_.. ...... ...... ...........r.............!..............:.............:......... ....................... _ ....a..........N._..._._.�.. ........_ 1_u........_..._._........_7...a_ ✓��... ............ ..__..... ... .... ....:.... . .. ! .............:......................_..,....... ..............��z,( a.t�.-e..... c a............. __fit.. _. .....=.......... .........._'........._........_ ' ...................r..........._...._....._ _._............... L : � y- � ........... �, �� !�• ..... _ ...... ..... ...... .... ......... .._...... ............... .............................._..!........... ...........;........_.........................._. ..._.... _..«.............«...........................,.............«.__.... P .... r}S l9 V l w ?Z.... .l__�a.. ...Akk.L ....._.._.a..... . ...... ...... .... ...... ...... ...... .... ........_...:..............«..._......:............__.......... ................................ ...... ..... ...... ..._.... ..... ..... _ ...... ...... ..... ...... ...... __ ...... ._... ... ... y. :.. . • • • ...... ....._ ...... A a.. ...... ..................................5.............i....._...._i..............i..........._>......... ........ - __............. « ........ ...... ...... . .. . .............:......................«................._.......5.........._..._. .._...._...._ ...... - i S i ! `_.................................. ..... ._.. .... .- - ...... _.... _ ......................_....._....................... .................-...._.;............. .... ...�.... •... ...i... •...... i ...;.... € .. a. i i ._. ...... ..... ...... ._.. _........................._.............;.........._.._ _..i.... .._>.... ..«........................_..........._........ ..................__............ _... _ ..........__.._. .. ..... - i y' i .._ ..... ...... 1.. . i ....... ..... _..._...._.__....._......... ........_......... i.... • .►•• ...........,..._.._....<............_:..............!.............«.............r.............;............._...._.......«.......__;._.._... : fir...rs.•......�.... ii _._ _.. ..... ...... a_ ... ..... .. ._... ..........._...•... :.............................._......................:............_........_.............._i........_._.. ...........................:...............-....... - ...a i .... .... • ... ...... ..... _. . ` - ! r.a r• •i I .... ...... ..... ..... ..... ........ ..... ...... ..... ..... ...... ..... .....- -- ...... ..... ..... _ ..._. _..... .....................--- .............::............._...........................---_.......«........................._............... ................. _._j.... - d.... ..............:........................_:........._...:......... ..... .._.. _ ..... ... ..... ..._ ............. ..... ...... ._.. ..... ...... ...... ..... ..- .............!.......-..._;....._............... PRODUCT 204.1(S6!gie&MIS)Ml(Padded) GERALD F. DE MARCO, ARCHITECT jos 11"b6 Ma'OVP "Oui 7241 SW 168th Street, Suite E SHEET NO. OF MIAMI, FLORIDA 33157 CALCULATED BY d`) DATE (305) 255-2999 CHECKED BY DATE SCALE N s ov i ..........................`..........................t.............i.............. ...... ..... ...... ...... ..... ...... ...... ..... ..... ...... w . ..1....................... �;......._....'..... >�... ........ ..........._.................................................... .........:..............:.................... ....,............,.............s .. r .. ....... ............................................................ ....,..._........4.............T.......... ........................................:..........................a......... ...... ...... ..... ...... ...._ ..... _... ..... ..... ...... ..... ..... ... ...._.. ...... ..; a P 2�1C�F K. I S 11 u... :� ... ��. . ..........� _ ......._ Ga'�j .. rJ� ..... .............................:................._.........,.............s......... ..... _..... : ; rt1 . .........._.......... ............ ..................._...'....................._............. ...... .......................... .._.._... a P ► l�J�PA s.ti ........... 5 ... .. . _.......:........... __�t..._:...._...._.a__....__..__.....'...._......:.._..__ ..__._...i..........._.......... .... - _------ ..... 4 Orta:------ 1;0 ..._........`..........._€.............i.............{._... —:..............,._........ --...;.................._._..a.._.. .h....._ _ ...... — — ..._ .._._ ...... —...... . .. a.._.............._......j �. �._...�.�..�..�....�_. ( .�_�. /...'�'...� -.5'20 ..... ..... .... .....- --- ...... _ — — . .... ........_................a.............................._........_........................ -.. ......_ .... - d: ..._.......a-_..........yj... t _ ..... _ ......_ v......_.....r.............:............s...... ......_ ..__ ..... _ .... _....... ....._ .. ... c......... .... .........._ MA i /`�� .. ... •..........•........ ..... ... ...... ..... ...... ...... .. .. ...... .... _... ...... ..... ..... _..... ...... .........._.q............................v..._........4...._.......,........._...,.............n.......................W......... ..... .. .... ' ....._ -- ............_.............:.........................._............ ...... .:.............a . ........._.._......................._............. ............:..............:.._.._..............._ ...... s f ...................... ...................................................................._........,.........................__............ ..._................... ,G e .............. ........................... _....._._.................. ......... .... ...... ..... ...... ..... ...... ...... .... .... .... .... .. ..... .... ._ ...... ..... ............................................................ .... .............>.................................e...i._.. ...... ..... ..... _ ...... ..... ..... ....._ ..... ..... ...... ..... .... .... ...._ ..... _ ...... ............. ..... ..... _........ ... .... ....... ..... _ .... ... ..... ..... ..............._...._............a... ..w._. ....i.... % a ............r.............:............._.............a....._...... . Imp _ ..1 j... .........................._.........t.......... _ _ .... ...... ...... — �p t � ^ ..... .... ._ ..... ._.. ._.. ..... ... ..._ ..... .__........a................_................._.._a_........... _........r......... 3_ ._....._.........._ ...- — -.... - - ; _.....__... :.__..._...a ; _..a.._._._:._...._ _._. ._._ ...... __. ..... , - .... ...... ..... ......._._:..---......a__..._.... ._..... ...._..._.,..._........__._.._......._ .._..µ__.._...............--=--..._......_...._._._.... ......_ if ..............:........__..._.._..._............s........._.. ........................ ..— 'a...... __....._.... ....._ _...— ll _.... . . a._._. _ ....._.....�.._.__. ....... � .�. _�.... .. '. �a.. r..�..... .... ......_...__....._..i............ ........... _ • ............ ..._._............. .. ._.. � � _,._s.0 �• ................................................_...,............_ — ��lj' �••••tii{s.... I ............_i............-i......._....r.........._.......... i i ......................... ..... ...... ...... ..... ...... ...... ...... ..T..........._,.............5........ -........... i .... ..... ..... ..... ...... i ' i •i 'A�Q i �Yrw '.T'+ i yy 3 i i �i •'• •A••+• ..... .6....................._.......:.....................................$_....... ..... ... ..... ..... ...... ..._ ..... ...... ..... ...... u ..r s l � : 4....... ,X19 .............. .......... r.. ....'.. ... '2�y ..^....�.....................,............_;.............t......... ...... ...... _....... 1 Z ItJ t o t � s � F ; l °r...J _. D ..._......._....''•_._.........._..----' ..... _._ ..... - j _ j �,..g. P �. a 1 _.... PRODUCTM1(S6ipleMats)205-1 W ddetl) JOB WAJ SOIJ GERALD F.- DE MARC®, ARCHITECT 7241 SW 16eSTREET-SUITE E SHEET NO. /f of MIAMI, FLORIDA 33157 CALCULATED BY �7 DATE' (305) 255-2999 CHECKED BY DATE NVRT Flat and Twisted Rafter Ties " LenProduct Garage 16d Fasteners Maximum Uplift Load(lbs) (in Code TOTAL tmbb Flat Ties Twisted Ties 1� 12 NVRT-12 14 10 5 861 860 ° 1" o 16 NVRT-16 14 12 6 998 1 996 12" 14 7 1135 1132 0 1 " 18 NVRT-18 14 0 20 NVRT-20 14 NVRT Anchor 22 NVRT-22 14 Holes dia. all e e e e e e "M 's" e e ee e e e e e e e e e e e e 4 NVRT-24 14 LENGTH Al.� HALF HALF 30 NVRT-30 14 Connected Connected to truss to wall 36 NVRT-36 14 ® ® a s e® 0 ® e e e ® o 0 0 a e a ® a e 48 NVRT-48 14 LENGTH i NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length Product No.of 16d nails No.of 1/4"diameter Maximum.Uplift (in) Code Garage to Wood Framing Tapcons to Concrete Load(lbs) Iq 12 NVRT-12 14 6 72 • 5 7 • 85 •00 000000 • 16 NVRT-16 14 6 8 ••99t •• • • 7 9 **elm •. 0000.• 18 NVRT-18 14 Do not UPLIFT 0000 • • ;0000; Use circled 41,60:0 •••• • • 20 NVRT-20 14 holes ••••• �••••+ 00.60 16d ' • 22 NVRT-22 14 • •• �.•.. ••• 0000• Mot"" 24 NVRT-24 14 ' >o ' .1=s.•. •.••• 30 NVRT-30 14 0 ° • �••••� o 11, �• • •s • • 36 NVRT-36 14 ° ' " ¢l3 o t j1i" 48 NVRT-48 14 0 2� Min. edge distance See Note#3 Reinforcement required Notes: 1) TTW tapcons shall be embedded a minimum of 1 1/4"into Tie Beam formed with concrete tiebeam or tiebeam m'Y•formed with concrete filled ma concrete filled masonry or concrete tie beam TTW tapcons shall have a min.edge distance of 21/2"and minimum spacing of 1 1/2"as shown. 2) See General Notes,page 01. 3) All tapcons must be in the same row space at 1 1/2"on centers.Do not use holes in the opposite row. Stap must be long enough to accommodate required tapcons. 4) Tables are based on Miami-Dade NOA#08-0326.11 and Florida Approval 599R4. • JOB GERALD F. ISE MARCO, ARCHITECT � 1 7241 SW 168TH ST,, EFT-SUITE E SHEET NO. OF MIAMI, 33157 CALCULATED BY �. DATE (3057 255-2999 CHECKED BY DATE USPF ACE MOUNT HANGER ARTS v - - Dimensions Fastener Schedulo4IAM Allowable Loads(Lys.) Header Joist of-LISP USP Steal '"Roof UPBft Code Joist Size Stock No. Ref.No. Gauge W H D A Qty Neo Qty Nall 100%: 11b%I 126°/ 160% Ref. JL24 LU24 20 1-9116 3 1.12 15116 4 1 lad 2 lad x 1-12 455 525 570 245 5,F9, 20 1-9118 3 1-12 15/16 4 16d 2 lad z 1-12 545 825 BBO 245 F30,03,R5 JL241F-TZ __ 18 1-9116 3-118 1-12 -- 4 lad 2 lad x1-12 455 480 480 305 1� 18 1-9116 3-1/8 1-12 4 16d 2 l0d x 1-12 480 480 480 305 2 x 4 824 18 1-9116 3-118 1 101 2 lad 655 750- ;;;; B.F6, JU32 -- 1-918 &978" 1 1 1 "FIB,D3,R13 SUH24 U24 16 1-9716 3.174 2 1-3118 4 lad 2 10d x 1.12 465 535 .580 360 Z F20, 18 1-9118 3.14 2 1-3118 4 16d 2 10d x 1.12 550 635 690 3BO R12 HD26 HU26 14 741/18 3.12 2 1-18 4 18d 2 1Ud x 1.12 585 850 705 290 6,F30,R5 J128 LU26 20 I-SMS 4.3/4 1-12 16118 6 tad 4 tad x 1.12 685 785 855 486 5,Fit, , 20 1-8/16 4-3/4 1-12 15/18 6 18d 4 tOd z 1.12 815 840 1020 485 F30,D3,R5 JL28F-TZ WG26Z 18 1-9116 4-12 1.12 -- 6 lad 4 10dxl-12 895 B00 870 730 130 18 1-9718 4.12 1-12 6 IN 4 lad x1-12 830 950 7035 730 JUS28 WS28 18 1.9118 1 4.13116 1-314 1 4 lad 4 lad 850 975 1080 1115 6,Fit, JUS26-GC -- 18 1.9118 1 4-13116 1.314 1 4 10d HDG 4 lad HDG 850 975 1060 1115 FIB,D3,R13 2X6 MUS26 MUS28 18 1.9118 1 5.1/18 2 1 6 tad 6 lad 1285 1475 1605 BW 130 SUH28 U26 16 149/10 1 5.1/8 2 1-3116 8 1 tad 4 lad x1.12 895 800 870 725 ZF20, 16 1-9118 1 5.118 2 1.3/1B 8 16d 4 lad x 1.% 830 960 1035 725 R12 HUS26 HUS26 16 1.518 5.7116 3 2 14 16d 8 16d 2535 3030 3295 1925 6,FIB,FIB, D2,R73 HD28 HU26 14 1.9118 3.12 2 1=18 4 16d 2 10d x 1-12 5115650 705 290 5 F30 RS HD28 H128 14 1.9116 5.114 2 1-18 8 10d 4 10d x 1-12 1130 1295 1410 730 JLZB LU26 2T 1-9118 4.314 1-12 15/16 0 lad 4 10d x 1.12 885 785 865 485 5,F6, ' 20 1-9116 4-314 1-12 15116 6 IN 4 10d x 1-12 815 940 1020 485 F30,03,R5 JL26IFTZ LUC26Z 18 1.9/16 4-12 1-12 -- S tad 4 1adxl-12 895 800 870 730 130 18 1-9116 4.12 1-12 6 16d 4 1adxl-12 830 950 1035 730 JL28 LU28 20 1-9116 8318 b12 15116 10 tad 6 lad x 1-12 1140 1295 1295 885 5,F6, 20 1-9176 6.378 1-12 15116 10 16d B lad x 1.12 IWO 1585 1700 885 F30,133,R5 JL281F--TZ LUC28Z 18 1-9118 1 6.118 1-12 -- B lad 4 lad x 1.12 1 930 1085 1160 730 130 18 1-9118 1 6.18 1-12 -- 8 16d 4 lad xl-12 1 1105 1215 1215 1 730 JUS28 LUS26 18 141/16 4-13716 1-39 1 4 lad 4 lad 1850 975 1080 1 1115 JUS2B-GC -- 18 1.9118 4.13716 1-X4 1 4 1 lad HDG 4 lad HDG 1 850 975 1060 1 1115 B,Fit, 2xB JU328 LUBZB 18 1-9/18 1 6•5/8 1-314 1 8 1 lad 4 lad I 1075 1235 13451115 FIB,DG,R13 JUS28-GC -- 18 1-9116 8-5/8 1-3/4 1 B 1 lad HDG 4 tad HDG 1075 1235 1345 1115 MUS26 MUS26 18 1-9116 5.1116 2 1 6 1 lad 6 tad 1285 1475 1605 1 865 130 MUS26 MUS28 18 1-9116 7-1116 2 1 - B tad 8 tad 1710 1970 2140 1230 SUH25 U26 16 1-9116 6.118 2 1-3116 8 tad 4 lad x1-12 895 600 B70 725 • • 16 7.9116 5.178 Z 1-3118 8 18d 4 10d x 1-12 630 9e0 10 725 •••••• 5UH28 -- 16 1-9/10 6-518 2 1-X78 8 lad 6 lad x1.12 930 1 180 Boo �1a .9716. •• 16 18 5/8 2 1-X78 8 16d 6 10dx1.12 1105 1270 1380 800 0 0 0 • HUB.6 HUS28 18 1.58 1 5.7118 3 2 14 16d 6 IN 2835 1925 B, 18, 000000 HUB.B Huss 1B 1-58 1 MIS 3 2 22 16d 8 IN 3970 431il5• 184i• 2670 DZR73• • • H028 HU28 14 1.9/18 1 5.114 2 1-18 8 IN 4 tad x 1-12 1130 g121114MI01 730 000000 HD210 HU210 14 1-9/18 7-Ule 2 1-18 12 16d 4 ladx1-12 1890 730 5'pBgFiB • • JL28 W28 20 141/16 6.38 1-1215(18 10 tad B ladx1-12 1140 885 ape• • 0.006 20 141116 B-38 1-12 15718 10 IN B ladx7-12 1360 US 130 RS18 1-9118 6.18 1.12 -- B lad 4 ladxl-12 930 730 • 0JL2BIF•TZ LUC28Z 18 1.9118 B-18 1.12 8 16d 4 10d x 1-12 1105 7304636 060000 --J1210 LU210 20 1-9118 8.1/4 1-12 15118 14 lad 8 ladx 142 1595 1095 S.F6,020 1-9/18 8.1/4 1-12 15118 14 IN 8 lad z 1-12 1905 1095FjP,D3,R5 • 0000•• JL210IF-TZ WC210Z 18 1416 8.1/4 1-12 -- 11 tad 6 lad x 1-12 1275 1465 1595 1095 00004 • 18 1-8118 8.114 1-12 -- 11 d 0 10d •130 • • •000•• JUS28 WSZB 18 1-9178 &58 1-31IGlad 1575 1 1095 4 1 8 lad 4 tOd 1075 12359 101345 0 1115 •W-4 • • • 2x10 JUSZB{iC -- 1B 1-9118 8-518 1-314 1 8 10dHDG 4 lad HDG 1076 1235 1345 1115 •• JUS210 W5210 18 141116 7.374 1-314 1 8 lad 4 lad 1305 1600 1630 1115 F15,�3,R13 JU5210-GC -- 18 1.9/18 7-314 1-374 1 8 lad HDG 4 lad HDG 130.5 1600 1830 1115 MUS28 MUS28 18 1-9116 7-1/18 2 1 8 lad 8 lad 1710 1970 2140 1230 130 SUH28 -- 16 1-9118 6-58 2 1-3116 8 lad 8 lad x1.12 930 1055 1160 600 18 1-9118 6.58 2 1•X18 8 18d 6 -T-d x 1-12 1105 1270 1380 800 Z F20, SUH210 U210 16 1-9116 8 2 1-3118 10 15d S tad x 1-12 1160 1335 1450 1085 R12 18 1.9118 8 2 1.3118 10 18d 8 -1 ad x 1-12 1380 1585 1725 1085 H11S28 HUSZB 18 158 7-3116 3 2 E. t6d 8 16d 3970 4345 4345 2570 Si,FIB,FIB, HUS210 HUS210 16 1.58 9.3118 3 2 30 lod 10 18d 5310 5510 5510 3.05 DZ R13 HD210 HU210 14 1.9!18 7-3118 2 1-18 12 16d 4 10d x 1-12 1880 1845 2115 730 5,F30,RS 1� Uplift loads have been Increased 60%forwind or wW*loads;no further Increase shall be permitted. o A 2 lad x 1-12 calla ars 9 gauge 0.148"diameter)by 1-12-long. .� 3)Minimum na0 embedmsm be 1-12-for lad and N10C-GC mdls;1-SVfor IN and N16C-GC naps. + ° 4'IN sbrkme(9 gauge x 3.114-long)may be used at 0.84 ofSre We load where 16d commons ars spedfled. 5)For JUS and HUB hangers NaOe must be driven at a 30°to 45-angle bough the joist or truss irk the header to achieve the table loads. rJS -- WS15 Wood Screws are 1-1/4'x 1-12"Irnrg and are indud�with HDQ hangars. ° WS3 Wood Sraaws are 1-1/4"z 3"long entl are Included with HDQ hangers. _ a New products or updated product I dormadon are designated Inbold ford JOB_�'Z(fj A uSd r SCJ GERALD F.- DE MARCO, ARCHITECT 7241 SW I&e STREET-SUITE E SHEET NO. `+ OF MIAMI, FLORIDA 33157 CALCULATED BY DATE 5 4(4 (305) 255-2999 CHECKED BY DATE Hurricane .Clips Fasteners 10d x 11/2 Allowable Loads(lbs)Each Clip Product Code Description Gauge Headers Joist Uplift L1 I L2 NVHCR Hurricane Clip-Right 18 6 6 525 253 333 NVHCL Hurricane Clip-Left 18 1 6 6 525 253 333 Notes: 1) All specked fasteners should be used on each of the connected members to achieve values indicated on above schedule: 2) This table is based on Miami-Dade County NOA#09.0721-05 and Florida Approval 2047 R4. 3) For Uplift,use two clips,one on each side to comply with section 2321.7 of the FBC 4) See General Notes,page 01. MWC. 37 SWAY Grip Clip (52 0) Upuf} Fasteners Design Loads(lbs) Product Code Description Headers Joist Uplift(!bs) L1 L2 TV NVHC 37 5 Way Clip 16-8d or 12-8d or, 702 560 637 —� 18"gauge 16-10d -12- 10d Notes: 1) All specified fasteners should be used on each'of the connected members to achieve . values indicated on above schedule. ' 2) This table is based on Miami-Dade County NOA#08-0325.02 and Florida Approval 599R4. 3) See General Notes,page 01.. arap chord 13/4" ups •• • i` o • • • • •• • °a •• • • • o to • • 000000 2" L2 NVHCL •VJHCR :0000: 0 o r"�LI 1h:••• 0000• • •• • 00000 0 0 0 • • 2+�col�tes• 000000 0 _ Cr= tion • • V NVHC 37 • • • ••.•:• , • • • • • • • • • •Soso• O 0 hole dia.=0.178" Top �md O • 0 - • • Truss plate required , • to transfer load to • bottom chord 0 2-2%Plata .. SCALE: 0 0 St -)f O NVHCR i C1 O 0 0 13 PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: Leonard Watson 165 NW 99 Street Miami,FL 33150 Treatment Site: 165 NW 99 Street, Miami, FL 33150 Project: Residence Addition Permit: RC-10-12-1969 Chemical: Imidacloprid Product: Adonis 75WSP @ .05% Square Footage: 590 Number of Gallons: 59 Number of structures treated: 1 Lot:NIA Block:N/A Date of Completion: 07/15/2016 Applicator: Breck Bishop Date&Time:07/15/2016,03:00 PM Accurate Pest Control,Inc.hereby confirms that this building has received a complete,final treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None X 1 Year Renewal Yes 5 Year No X LICENSP6/01/13 1752 ACCUT CONTROL, INC. BY: Harvey Sresident Revised on 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 • FAX: 954-584.6117 PEST CONTROL, INC. License#JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code(FBC) 1816.1.6) Leonard Watson (305) 333-5192 165 NW 99 Street, Miami, FL 33150 Residence Addition Permit#RC-10-12-1969 Method of Termite Treatment Prevention Treatment-soil barrier,wood 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 laws established by the Florida Department of Agriculture and Consumer Services Authorized S a e 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 • FAX: 954-584-6117 Rick Scott Mission: Governor To protect,promote&improve the health of all people in Florida through integrated gaJohn H.Armstrong,MD,FACS state,county&community efforts. HEALTH State Surgeon General&Secretary Vision:To be the Healthiest State in the Nation March 08, 2013 Leonard &Chantal Watson 165 NW 99 Street Miami, FL 33150 RE: Contingency Letter Application Document No:AP1095212 Centrax Permit Number: 13-SC-1451784 OSTDS Number: 165 NW 99 St Miami, FL 33150 Lot:14, 15 Block:5 Subdivision:Bonmar Park Dear Applicant: This will acknowledge receipt of an application dated 01/24/2013 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Proposed demolition of existing family room and relocating existing kitchen and converting space into storage, also adding and new family room and sitting area. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at(786) 315-4444. Sincer y CarlLa Enclosures cc: Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St,Opa Locka,FL 33056 FACEBOOK:FLDepartmentofHealth PHONE:(305)623-3500.FAX:(305)623-3645 YOUTUBE:fldoh SOUTH FLORIDA S.G. & E. ENGINEERING STRUCTURAL,GEOTECHNICAL&ENVIRONMENTAL ENGINEERING Testing Laboratory Certificate Number 04-0329.02 8060 West 23`d Avenue Suite#7 Hialeah Florida 33016 Telephone: (305)826-3855. Fax:(305)8264545 Field Density Test of Compacted Soils Client Leonard Watson I Date: 02/12/2014 Address 165 NW 99 Street Miami Shores,FL I Order# 014-0005 Project Footings Contractor Description Fine sand,fragment rock Location Test#1 East Footings Lab# D-10207 Location Test#2 West Footings Lab# D-10208 Location Test#3 North Footings Lab# D-10209 Location Test#4 South Footings Lab# D-10210 Location Lab# Location Lab# Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I Foundation: 165 NW 99 Street Miami Shores,FL Lab No. D-10207 D-10208 D-10209 D-10210 Test No. 07 08 09 10 De th in inches 12" 12" 12" 12" Field Density(lbs/Cft.) 112.7 114.1 113.1 113.3 Moisture Contents % 8.2 9.6 8.8 9.5 Maximum Density % in the field 95.3 96.4 95.6 95.8 RN.Compaction by 'obspecs 95% 95% 95% 95% 100% Max.Density(Proctor) 118.3 118.3 118.3 118.3 Proctor No. P-222 P-222 P-222 P-222 Optimum Moisture% 18.3 Remarks 1 All the above tests comply with the jobs cations. Checked By J.C. Report By W.M. Res y Submitted Ey, South Florida S. .& .E ieerin, ArshA Viqar,P.E Florida Registration Ncimber:38863 Seal. I SOUTH FLORIDA S.G. & ENGINEERING STRUCTURAL,GEOTECIINICAL&ENVIRONMENTAL ENGINEERING Testing Laboratory Certificate Number 04-0329.02 8060 West 23'Avenue Suite#7 Hialeah Florida 33016 Telephone: (305)826-3855. Fax:(305)826-8545 E Mail:soflaengineering @yahoo.com PROCTOR COMPACTION TEST DATE: 02/12/2014 CLIENT: Leonard Watson PROJECT: Footings ADDRESS: 165 NW 99 Street Miami Shores,FL SAMLPED BY: J.T. TESTED BY: J.Ch. 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 101b.Hammer and 18"drop AASHTO designation T-180-C. %MOISTURE DRY DENSITY lb/cu.ft. 5.2 112.2 8.3 118.3 11.1 112.4 %MOISTURE D 120 R Y 118 Optimum Moisture 8.3 Percent D 100%Maximum Dry Density 118.3 lbsJcu 8. 116 E N S 114 1 T 112 Y 110 4 6 8 10 12.-,,14',. 16 18 Respec Subni ttea.By, South Fl y gineering ,_ , ad Vigar,P.E Florida Regi�on.Numlber:38863- S*cAL; S SOUTH FLORIDA. S.G. & E. ENGINEERING TESTING LABORATORY CERTIFICATE NUMBER 04-0329.02 STRUCI[TRAL GEOTECHNICAL&ENVIROMENTAL ENGINEERING 8060 West 23rd Avenue Suite#7 Hialeah Florida 33016 Tel:(305)826-3855 (305)305-0718 Fax:(305)8264545 E Mail:soflaeugineering@yahoo.com LETTER OF COMPLIANCE 04/16/2015 City of Miami Shores Village Building Code Compliance Department 10050 NX 2nd Avenue Miami Shores,Florida 33138 Address: 165 NW 99 Street Miami,Florida 33150 Permit Number: RC- 10-12-1969 Lot Block Contractor: Dear Sir: I hereby attest that to the best of my knowledge,belief and professional judgement,the structural and envelope components of the structure are in compliance with the approved plans, other approved permit documents and the Florida Building Code.I also hereby attest that to the best of my knowledge,belief and professional judgement the approved permit plans represent the as built condition of the structure. If I can be of further service,please call at(305)305-0718,(954)845-2966,(305)826-3855. Sincerely, SOU1� OR:'DA S.G.&E.ENGINEERING Lic#0 0329.02 /5 Arshad Vigar,P.JE. Fl6rada Registration Number: 38863 Seal SOUTH FLORIDA. S.G. & E. ENGINEERING TESTING LABORATORY CERTIFICATE NUMBER 04-0329.02 STRUCTURAL GEOTECUMCAL&ENVIROW NTAL ENGINEERING 8060 West 23rd Avenue Suite#7 Hialeah Florida 33016 Tel:(305)826-3855 (305)305-0718 Fag:(305)826-8545 E Mail:soflaengineering@yahoo.com City of Miami Shores Village Building Code Compliance Department 10050 NX 2nd Avenue Miami Shores,Florida 33138 Address: 165 NW 99 Street Miami,Florida 33150 Permit Number: RC- 10-12-1969 Lot Block Contractor: Dear Building Inspector: A representative of SOUTH FLORIDA S.G.&E.ENGINEERING has observed the construction of the reinforced masonry walls at the above referenced address.Based on our visual inspection,the construction of the masonry wall was found to be acceptable and is in compliance with the approved plan and specifications. SOUTH FLORIDA S.G.&E.ENGINEERING appreciates the opportunity of assisting you in this project.If there are any questions or comments,please do not hesitate to contact our office. Sincerely, SO VLORIDA S.G.&E.ENGINEERING Tes '_ laboratory-Certificate Number 04-0329.02 Arshad Vigar,P.E. _.. FloridaRegistration Numb--r: 38863 Seal SOUTH FLORIDA S.G. & E ENGINEERING STRUCTURAL,GEOTECHNICAL AND ENVIRONMENTAL ENGINEERING LABORATORY CERTIFICATION NUMBER#040329.02 8060 WEST 23RD AVENUE HIALEA_H FLORIDA 33016 SUITE#7 Tel:(954)2944719,(305)3430384,Fax:(954)8380307 NIIANII SHORES VILLAGE,BUILDING AND ZONING DEPARTMENT APPLICATION FOR SPECIAL INSPECTION Master Permit RC-10-12-1%9 Lot and Block No. Job Address: 165 NW 99 Street,Miami Shores,F1 In order to expedite the reconstruction efforts for the above mentioned project I request authorization to act as a Special Inspector perform(TRADE)ENGINEERING inspections.I attest to the fact that I have been retained with the owner's consent.I understand I will perfimm all-required inspections except the final which will be performed by Building and Zoning stag However,in the case of roofing ' Chief limcctor-has authorized the Special Inspector to perform the final.I will follow the Building and Zoning inspeeW check list and will maintain an accurate log of my inspections. Spaelad Inspe6tor Signature Owner's Signature Arshad Vigar,PX.- Leonard Watson Print Name Owner's Name Chief Inspector's Approval Qualifications:(to be completed only if you have not pre-qualified.) PLUMBING ELECTRICAL,MECHANICHAL.TRADE Iama ( )Dade County Licensed Master Plumber—License No. ( )Dade County Licensed Master Electrician—License No. ( ) Dade County Licensed Master General Mechanical—License No. BUILDING AND ROOFING TRADES lam a: ( ) Fla Registered Architect License No. ( ) Fla Registered Engineer No. ( ) Fla Board of Bldg.Codes&Standards Threshold Bldg.Inspector No. Dade County or State Gen.Contractor/Dade County Lic.# State Lic.# EXPERIENCE My experience and training to perform the subject inspections are: Registered Engineer in the state of Florida INSPECTION LOG Dated Inspected Work Description Special Inspector`s Signature Approved Rejected/Comment 2/14/14 Foundation A.V. 3/21/14 Columns(1ffi lift) AV. 3/21/14 Tie Beam A-V. 6/25/14 Roof Sheating A.V. 7/29/14 Bucks A.V. 10/15/14 Drywalll A.V. Fort Dallas Truss Company, LLC. 7035 SW 44th ST FOR DALLAS Miami, FL 33155 R U S S Tel: (305) 667-6797 �QPAPpNy_LM Fax: (305) 667-0592 Re : 13E38: NEW ADDITION Site Information: Project Customer: LEONARD WATSON Job Name :NEW ADDITION Lot/Block: Subdivision Site Name: 165 N W 99 ST Site Address: MIAMI SHORES St: FL Zip: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010lrP12007 Design Program: 7.35 Sep 27 2012 Roof Load: 55.0 psf Floor Load: WA Wind CodeASCE7-10 C-C for members and forces&MWFRS for reactions Wind Speed: 175 mph This package includes 13 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 conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 08/01/13 HH1 0001 2 08/01/13 S1 0002 3 08/01/13 S2 0003 4 08/01/13 S2A 0004 5 08/01/13 S28 0005 6 08/01/13 SGi 0006 7 08/01/13 V12 0007 8 08/01/13 V14 0008 9 08/01/13 V16 0009 10 08/01/13 V17 0010 11 08/01/13 V18 0011 12 08/01/13 V21 0012 13 08/01/13 V3 0013 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters byT Arch. or ENG of Record using MiTek 20/20 software. JOSE MA uc Consulting ' Structurat Truss Design Engineer's Name: Jose Martinez, P.E. °tee 24 E 5th ST, Hialeah, FL 33010 (Florida PE#031509) 6 ZD13 ialeah, FL 9 hone (3Q5) 687-6797 (Florlft P.E. 031509) - NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. Page 1 of 1 Engineers Name Date Fort Dallas Truss Co. LLC. To: Delivery 7035 SW 44 St. Miami,FL.33155 LEONARD WATSON Job Number: 13E38 (305)667-6797 Fax: (305)667-0592 165 N W 99 ST Page: I Project: NEW ADDITION Block No: MIAMI SHORES, Date: 08/01/13 08:59:21 Model: Lot No: Contact: Site: Office: Deliver To: Account No: 000000153 Name: 165 N W 99 ST Designer: / Phone: (30)533-35192 Salesperson: Inside Sales Fax. Quote Number: MIAMI SHORES,FL P.O.Number: Profile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH Load By: 19-06-00 1 H1(I1 SPECIAL 4.00 1.50 38-09-00 00-00-01 00-mol3 S1 SCISSOR 4.00 1.50 1 19-06-00 SZ ATTIC 4.00 1.50 1 19-06-00 S2A ATTIC 4.00 1.50 1 19-06-00 SZB SPECIAL 4.00 1.50 (1)2-Ply 37-01-11 00-00-01 2 SGl GIRDER 4.00 1.50 1 V12 13-08-09 VALLEY 4.00 LI 1 V14 15-02-09 GABLE 4.00 1 V16 16-08-09 GABLE 4.00 1 23-00-02 V17 GABLE 4.00 1 18-02-09 V18 VALLEY 4.00 1 26-00-02 V21 GABLE 4.00 01-11-15 I V3 GABLE 0.00 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by Arch. or ENG of Record usingMiTek 20/20 software. E. J®�E ��'° I • tn,lctural Truss Design Engineer's Name: Jose Martinez, P.E. Consulting t 24 E 5th ST, Hialeah, FL 33010 (Florida PE# 031509) 1 ®ah, FL '10 (F�a i�P E 6031509) NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. Engineers Name Date Job Truss Truss Type Oty PlyNEW ADDITION 13E38 HH1 ROOF TRUSS 1 1 A0006909 Job Referenced tlonai FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Aug 0109:13:112013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-WpRBLRcG2p7v1 O2G_Wec5kReO6ohT4jvAOIZWcysHOM 4-7-2 8-10.15 13-2-13 18-8-8 19-6-0 4.7-2 43.14 4-3-14 5.5-11 09-8 Scale=1:32.9 Us= 4x7= 3x8 11 4.00 12 5 7-9®x4 NoA.2-1-0 5.7 2x4 No2.6•33 3x4 3- 2- 3A 4 5-9 2x4 .5• &92X4 3 5.102x4 -2-8.10 3x4 4-10 2x 3-4-" 4 No: 2 1 N• 4.122x4 -1.10-7 4No.2- 9208 15 19 14 10 5x8 2-132x4 . -0-11-10 11 18 3x4= 1 4 NO2.1 12 17 3x4= 4$— 1.50 12 13 16 2x4 11 3x6 11 14 4x7= 0$0(0-1.8) 0-9-0(0.1-8) 47-2 8.10-15 13-2-13 18-8-8 19 6 0 r 47-2 4314 43.14 5-6-11 0.9-8 Plate Offsets MY): [1.022-9,1-1-8] [1:0-0.5,0.2-3] [5:0-5-40-2-0] LOADING(psf) SPACING 2-0.0 CSI DEFL in (loo) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.75 Vert(LL) 0.2412-13 >946 360 MT20 244(190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.3612-13 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.20 14 We n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:103 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc pur ins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-5 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS (lb(size) 1=90308-0 (min.0-11-8),114=90308-0 (min.0.1-8) Max Horz 1=392(LC 6) Max Upliftl=-474(LC 6),14—569(LC 6) Max Grav 1=1046(LC 2),14=1046(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-15—3433/1541,2-15-3360/1557,2-3-2798/1290,3-4-272811303,45-1720/815,5-6-412/219,6.7-412/219, 8-14-1123/569,7-8-1033/486 BOT CHORD 1-16-1768/3257,1316-1762/3261,1317-177013257,12-17_1764/3265,11-12-1424/2684,11-18-1421/2684, 10.18-141812690,10.19--84111638,9.19 837/1644,9-20-11/35,8.20-12/34 WEBS 2-13 /2719 2-112—_57100,412-59Pd32,410-11281646,5.10-222/607,5.9-1319/664,6-9--643480, 7-9=-735/1382 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL_=9.Opsf;BCDL=6.0psf;h=10ff;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-4-0 to 340,Interior(1)3-40 to 19.4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about Its center. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 474 ib uplift at joint 1 and 569 Ib uplift at joint 14. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)This truss has been designed for a proving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Gty Ply NEW ADDITION 13E38 S1 ROOF TRUSS 3 1 A0006910 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:13:14 2013 Page 1 ID:hpv2wagaNp5MMymQpABxUaysaMZ-wO7GzTe9LkVUusnrgeBJIN3AWJtMgTeLsO_E6wysHW 0 o-0 5 6 9 10.1-14 149-3 19 4 8 23-11-13 28-7-2 33-2-7 3&9-0 38-91 1 5-6-9 47-5 47-5 4.7-5 4.7-5 4-7-5 4.7-5 5 Cr9 1 Scale=1:67.7 = 0.00 12 5x6 6 3x4% 21 3x4 4x7% 4.6 TM - 17&63 4x7 3x4- 4 6452c4P 2-3402 8 3x4 3 545 3-506 7-152x -5-03 6 2x4 2x4 24' 3.16 5.17 -73.1 14zx -3-54 8- 101Z1�@ 1 15 2X 1 25 26 1-172x4 17 16 7x10M18SHS= 14 13 --12-M 11 d 24 3x4= 27 12 � 23 16 5210 M18SHS W6= 5x10 Mi6SHS WB- 3x4= 28 3x4— 3x4= 1.50 12 5x8 M18SF4S= 5x8 M18SHS= 03-0(0.1-14) 68.0(0.1-14) 7-1-0 132-12 19-4-8 25 6-4 31-8.0 38.9.0 7-1-0 6.1-12 6.1-12 6-1-12 31-12 7-1-0 Plate Offsets(),Y): [1:0.3-13,Edge],[4:0-3-%Edgel,[8:0.3-B,Edga,[11:0.31390ge] LOADING(psi) SPACING 24-0 CSI DEFL In (lac) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.69 Vert(LL) 1.00 15 >458 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.76 Vert(TL) -1.831415 >250 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.84 11 We We BCDL 10.0 Code FOC2010/TPI2007 (Matrix) Weight:177 Ib FT=00% LUMBER BRACING TOP CHORD 2x4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 42-10 oc bracing. WEBS 2x4 SP No.3*Except* 6-15:2x4 SP No.2 I� REACTIONS (Iblslze) 1=1809/0-8-0 (min.0-1-14),11=1809/0.8-0 (min.0-1-14) Max Horz 1=239(LC 10) Max Upltttl—901(LC 6),11_901(LC 7) Max Grav 1=2095(LC 2),11=2095(LC 2) FORCES (Ib)-Maximum CompressIon/Maximum Tension TOP CHORD 1-19=-8603/3447,2-19=851613463,2-3-8312/3272,3-4-7201/2760,4-5-7146/2780,5-20-5618/2241, 6-20-5562/2264,6-21-5562/2264,7-21=-5618/2241,7-8--714&2780,8-9-7201/2760,9-10-8312/3177, 10-22-8516/3372,11-22=-8603/3356 BOT CHORD 1-23-336518064,1&23-335618071,18-24-2.913/7478,17-24-2906!1480,16.17_2905//488916.25-2301/6396, 15-25-2296/6404,15-26-2244(6404,1426-2249/6396,1314-2856x/487,13-27-2657!1480,12-27-2664/7478, 12-28-3093/8071,11-28-310218064 WEBS 6.15-1089/3073,7-15-1392//97,7-14-3241194,9.14-867/560,9.12-230/564,10-12-270/355,5.15-1392!194, 5-16 3221794,3-16=-867/556,318-219/564,2-1 X270/348 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6VW;h=1 Oft;CaL II;Exp C;Encl., GCpi=O.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-40 to 42-8,Interior(1)42-8 to 15-6.0,Exterior(2)15-6.0 to 19.48,Interior(1)23-3-0 to 34-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about Its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)1,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 901 Ib uplift at joint 1 and 901 Ib uplift at joint 11. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all pane)points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid p)tchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ;ob Truss Truss Type Oty Ply NEW ADDITION 13E38 S2 ROOF TRUSS 1 1 AOOO6911 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Aug 0109:13:16 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-tnE1 O9gPsLIC89wEn3Enoo8X77Vf6OEeKiTKBpysHOH 61-2 11-10.15 17-8-13 19-6-0 61-2 5.9-14 6-9-14 1-93 Scale=1:327 US= 3x4= 4.00 12 5 7 6-7 -1-9.3 7-92x4 15 3x4%2x4 11 5 6-10 2x4 N0.3-7 -13 4 3x4% - Nc.3-6.2-0 3 1 3 5.102[4 -21'&15 2x4 No 3x6� -- , 4 Not- 9 168 tbB 2 15 5x6= 4 - 11-14 3.112x -1,38 10 4 4No.2- 1 14 Us= 11 1.50F12- 13 2x4 11 4x7= 12 3x6= 0a5(o-1.51 6-1-2 11-10.15 18.8-8 1111$1 61-2 5-914 69.9 0.9.8 Plate Offsets(Y.,Y): [1:0-2-14,0-1-13],[1:0.5-7 0.2-0] [6:0.2-0,0.2-0] [9:0.2-12,0-2-8],[10:0.3-8,0.3-OI LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) VdeN Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.62 Vert(LL) 0.24 10-11 >933 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.45 910 >511 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horr(TL) 0.20 12 n/a rda BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:108 Ib FT=00% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, 1-4:2x4 SYP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,15-10 SLIDER Left 2x4 SP No.3 2-11-14 REACTIONS (lb(size) 1=90&0-8-0 (min.0-1-8),12=90308-0 (min.0-1-8) Max Horz 1=520(LC 6) Max Upliftl=-438(LC 6),12—605(LC 6) Max Grev 1=1046(LC 2),12=1046(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2—3303/1397,2-3-3238/1423,3-4-2181/915,4-5-2043/918,5.6-2264/1112,67—203/97,61 1152/605, 7-8--1097/512 BOT CHORD 1-13-1748/3168,11-13-1741/3173,11-14-1750/3169,10.14-1742/3178,10-15-251/462,9.15=-266/470,9-16=0132 ,616-2/31 WEBS 3-11=01296,3-10=-1066/630,5-10=-679/494,610-1102/2094,6-9--1040637,7-9=-517/1089 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL-g.Opsf;BCDL=6.Opsf;h=10ft;Cat.II;Exp C;Encl., GCp1=0.18;MWFRS(envelope)automatic zone and C-C Exterlor(2)0.4-0 to 3.4-0,Interlor(1)3-4-0 to 19 4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 438 Ib uplift at joint 1 and 605 Ib uplift at joint 12. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)This truss has been designed for a moving concentrated toad of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Seml-rigid pitchbreaks Including heels"Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,sob , , I Truss Truss Type Qty Ply NEW ADDITION 13E38 S2A ROOF TRUSS 1 1 A912 Job Reference(optic 1 FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:13:17 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUeysaMZ-LzoPbVhl dit31JVQLmIOK?hemXsWtuKnYMCujFysHOG 57-2 10-10-15 16-2-13 19-6-0 57-2 5-3-14 5-3-14 33-3 Scale=1:32.7 4x7= 3x4= 6 7 4.00 12 6.7 20 NO2-3.3.3 3x4 5 3x4 5.10 2x4 N0.3-5-&0 6.10 2xNe 3-342 4 1Nc 3-S-B-0 3x4 s 3 5.112x -23.7 q !113 N Not- 9 198 8�Z 0 5x6 x4N0 18 3x8%2 1NO 1 1 — 17 3x4= q 2x4 -2.6.12 3.122x -1-2.2 11 N0.2-1 1 16 5xs= 12 1.50 12 15 2x4 11 4x7= 13 3x6= 0$0(o-13) 08-0(0.1.6) 57-2 10-10-15 16.2-13 18 B-8 196-0 r 57-2 5314 5314 2-5-11 09-8 Plate Offsets MY): [1:0-2-14,0-1-13],[1:0-5-7,0-2-01,[6:0-5-4,0-2-0],[11:0-3-0,0"] LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.89 Vert(LL) 0.2411-12 >936 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.41 11-12 >568 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.21 13 n/a We BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight:108lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 2-8-12 WEBS 1 Row at midpt 510 REACTIONS (Ib(size) 1=90310-8-0 (min.0.1-8),13--903/0.8-0 (min.0.1-8) Max Horz 1=477(LC 6) Max Upliftl=-451(LC 6),13=--592(LC 6) Max Grav 1=1046(LC 2),13=1046(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2—3325/1436,2-14—3264fl449,314_3251/1462,3-4—2395/1045,45—2356/1064,5.6x_933/403,67-195/99, 8.13-1142/592,7-8=-987/521 BOT CHORD 1-15-1747/3175,12-15-1740/3180,12-16-1749/3177,11-16=-1742!3185,11-17-1243/2322,10.17-123812329, 10.18-454/867,9-18-45111072,9-19-6t!7,8-19-9/9 WEBS 3-12=0/283,3-11--856/513,5-11--7513W,510-1550/842,6-10-317!781,6.9-1125/584,7-9=-443!87-/ NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf;h=10ft;Cat.II;Exp C;Encl., GCpl=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-4-0 to 34-0,Interior(1)34-0 to 19-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL_1.60 plate grip DOL--1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about Its center. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 451 Ib uplift at joint 1 and 592 Ib uplift at joint 13. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)This truss has been designed for a moving concentrated load of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard glob Truss Truss Type oty Ply NEW ADDITION 13E38 S213 ROOF TRUSS 1 1 A0006913 Job Reference o onal FORT DALLAS TRUSS CO.LLC.,MIAMI,FL,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 M)Tek Industries,Inc. Thu Aug 0109:13:19 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-HLw90AiH9G8n?dfoSBnVQOmOTKYkLkg40fh?oeysHOE 5.1-2 9-10.15 14.8.13 19.6-0 5.1-2 49.14 49.14 49.3 Scale=1M7 4x7= 3x6= 6 7 15 4.00 12 67 2X4 NO2-4-9.3 3x4 5 3x4 6A 2x4 10 6102X4 NC 3-3-06 4 3x4 5.102x -41 -5.2-0 r 3 6122x4 -2-0-15 1 4NO2- 9206 2K4 No 3x8 c 15 10 19 5x6— 2- 2x4 .2-5-9 3-13 2x4 -114 3- 16 3x4 234 12 11 14 Not- 17 3x4= 3x4= 13 1.50 12 X91 16 2x4 11 4x7= 14 3x6=_ 080(0.1.6) o-8-0iat-8) 5-1-2 9.10-15 14-8-13 18-8-8 196.0 5.1-2 4914 4914 311-11 0 9-8 Plate Offsets(X,Y)• [1.0.2-14,0.1-13] [1.0-5-7,0.2A [6:0-5-4,0-2A LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.74 Vert(LL) 0.2412-13 >959 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.3712-13 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.19 14 n/a n/a BCDL 10.0 Cade FBC2010/TP12007 (Matrix) Weight:104 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4.4-11 oc bracing. SLIDER Left 2x4 SP No.3 2-5.9 REACTIONS (Ibfsize) 1=903/0.8-0 (min.G-1-8),14=903(0-8-0 (min.0-1-6) Max Horz 1=435(LC 6) Max Up)iftl—463(LC 6),14_580(LC 6) Max Grav 1=1046(LC 2),14=1046(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2—3330/1462,2-15—3263/1473,3.15-3244/1487,34—2604/1175,45-2558/1190,5-6rl334/617,6.7-233/113, 8-14-1132/580,7-8-1002/502 BOT CHORD 1-16-1731/3155,13-16=-1725/3159,1317-173413158,12-17-1728/3166,11-12-1343/2517,11-18-1339/2522, 10.18-1336/2528,10.19=655/1261,919=-650/1264,9-20=-=38,8-20-22136 WEBS 313--0/268,312_638/404,5-12-57/354,6-10t--135W47,6-10-272(691,6.9-1250/654,7-9-362/811 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opst;BCDL=6.Opst;h=10tt;Cat II;Exp C;Encl., GCp1=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-4-0 to 3-4-0,Interior(1)3-4-0 to 1944 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about Its center. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 Ib uplift at joint 1 and 580 Ib uplift at joint 14. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)This truss has been designed for a moving concentrated load of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 4ob Truss Truss Type Oty Ply NEW ADDITION 13E38 S131 ROOF TRUSS 1A0006914 2 Job Reference(optional) FORT DALLAS TRUSS CO.LLC,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:13:22 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-hwclfCkASBWLs4ON8KLC13OT3YY4Y58WidwfOTysHOB 5.6.9 10.1-14 149-3 1948 23-8-15 28-1-5 32-5.12 37-1-11 1 5-6-9 47-5 47-5 47-5 7 447 4-47 47-15 scale=1:65.0 5x8= 0.00 12 6 3x4% 3x4 4x7 y 4.6 TM -6-W14 4x7 6.162[4 2-3.8.1 6 3x4a 3x4�4 9 3 7-16 2x .4-6-1 5.172x4 -2-96 3x4 3x4� 9�142x � 10 8• 1-42x4 -1210-0 192x4 2-1-}1 - 14 1.9 5x10 M18SHS 1 24 16 � 1514 11 � 1 23 16 17 7x10 M18SHS 11 26 t3 19 22 4X5= 5x8 M18SHS= 5x8 M18SHS= 4xi= 2720 12 21 2x4 11 4x55 J 1.50 12 4x5_ 2x4 11 28 d 7x14= 0.90(0.2-1) 030(0.2-1) 5$9 101-14 149 3 1948 23 8-15 �-1-5 32-5.12 37-1-11 5.6-9 47-5 47-5 47-5 4.47 447 44-7 47-15 Plate Offsets MY): [1:0-6.12,0-2-9],[4:0.3-8,Edgel,[6:0.3-0,0-2-0].[8:0.3-8,Edge],[11:0.1-3,0-4-7]9[16:0-5-$0-3-8] LOADING(psf) SPACING 5.0.0 CSI DEFL in (loc) Udeti L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.98 Vert(LL) 0.90 17 >490 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.6316-17 >270 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.67 11 We n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix) Weight:421 Ib FT=00% LUMBER BRACING TOP CHORD 2x4 SYP M 31 TOP CHORD 240-0 oc purlins(2-3-2 max.) BOT CHORD 2x6 SYP M 26-Except- (Switched from sheeted:Spacing>2-0-0). 15-16:2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing. WEBS 2x4 SP No.3*Except* 6.16:2x4 SP No.2 WEDGE Right:2x4 SP No.3 REACTIONS (lb/size) 11=435810-3-0 (min.0-2-1),1=435610.8.0 (min.0.2-1) Max Horz 1--611(LC 8) Max Upliftll_2145(LC 5),1—2192(LC 4) Max Grav 11=5044(LC 2),1=5044(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2-19329/8348,2-3-18128//25,3-4-15229/6262,45-15069/6321,5-6-12237/4870,6.7-12225/4915, 7-8-1432615652,8-9-14491/5619,910-16200/6539,10.11-15939/6548 BOT CHORD 1-21-8167/18164,20-21-8152(18180,20.22-8200/18219,1922=-8191/18242,19.23-7267/17181, 18-23-7253/17184,17-18-7252/17193,17-24-5609/14407,16-24-5601/14425,16.25 4516113725, 15-25-4523!13708,1415-4523/13704,1426-5652/15356,13-26-5667/15345,13-27-5869/14674, 1 2-27-587 7/1 4 6 5 3,12-28—5843/14635,11-28--5857/14621 WEBS 2-20=-285/401,2-19-1317/955,319-257/835,3-17-2944/1749,5.17-579/1461,5-16-332611974,6-16-2513/6665 ,7-16—2683/1665,7-14-43511097,914-192611260,9.13-38/398,10.13-325/865,10-12-124/286 NOTES 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0.7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0.9.0 oc. Webs connected as follows:2x4-1 row at 0-9.0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.0psf;h=1 Oft;Cat.11;Exp C;Encl., GCpl=O.18;MWFRS(envelope)automatic zone;Lumber DOL--1.60 plate grip DOL--1.60 5)All plates are MT20 plates unless otherwise indicated. 6)Plates checked for a plus or minus 0 degree rotation about Its center. 7)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2145 Ib uplift at joint 11 and 2192 lb uplift at joint 1. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)11. Continued on page 2 Job Truss Truss Type Oty Ply NEW ADDITION 13E38 SG1 ROOF TRUSS 1 2 A�914 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:13:23 2013 Page 2 ID:hpv2wagaNp5MMymOpABxUaysaMZ-A79gsYloDVeCUEzahlsRaGxepxuJHYOgxHfcxvysHOA NOTES 11)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ;Job Truss Truss Type oty Pty NEW ADDITION 13E38 V3 GABLE 1 1 '406921 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:16:12 2013 Page 1 ID:hpv2wagaNpSMMymOpABxUaysaMZ-TSFtkp4AY_Nk2_oWaOJ_VFyVatJIJOd?IZTFSysH_T 1-11-15 1-11-15 Scale=1:4.4 1-22x8 Nat-1-11-15 2 1 1-11-15 lKel 0) 1-11-15 LOADING(psf) SPACING 2-0.0 CSI DEFL in P TCLL 30.0 Plates Increase 0.90 TC 0.00 Vert(LL) Na - P We 999 PLATES GRIP TCDL 15.0 Pit Metal Increase 0.90 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Lumber Increase 0.90 WB 0.00 Horz(TL) 0.00 We We BCDL 10.0 Rep Stress Incr YES (Matrix) Weight:5 Ib FT=0°/u Code FBC2010/rP12007 LUMBER BRACING BOT CHORD 2x6 SYP No.2 BOT CHORD Rigid oiling directly applied or 10.0.0 oc bracing. REACTIONS (Iblsize) 2=11/1-11-15 (min.0.1-8),1=11/1-11-15 (min.0.1-8) Max Grav 2=22(LC 3),1=22(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension BOT CHORD 1-2=0/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live toads. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply NEW ADDITION AOM915 13E38 V12 ROOF TRUSS 1 1 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:15:13 2013 Page 1 IO:hpv2wagaNp5MMymOpABxUaysaMz-xHpFy94oJIVbg8Nj88g01 TUUcHT72RPsDPJ1 oXysH_S 9-0-0 134.9 9.0.0 448.9 scale=12V 3x4= 3x4 11 3 9 4 2x4 11 3.42x4 NO2-4-&9 2 El 4.00 12 1.32x -8ar12 432x -230 6 2-7 2X4 N -234 1 132x4 NO2-&" 5-8 2x4 N0.2-589 10 7 6 11 5 3x4% 5x6 We= 2x4 11 13-8-9 13-8-9 Plate Offsets MY): [2.0-2-13,040.41 [3:0-2-0,0-2-13],16:0-2-8, LOADING(psf) SPACING 2-0.0 CSI DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.81 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.83 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 HOrz(TL) 0.00 5 n/a n1a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:47 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9.8-5 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Usba) 1=267/138-9 (min.0-1-13),5=212(13.8-9 (min.0-1-13),7=724113-8-9 (min.0-1-13) Max Horz 1=230(LC 6) Max Uplift1-105(LC 6),5-135(1-C 7),7=-471(ILC 6) Max Grav 1=340(LC 28),5=311(LC 30),7=839(LC 2) FORCES (Ib)-Maximum Compresslonr/Maximum Tension TOP CHORD 1-8-176/46,2-8-159(110,2-3-133(67,39—50/23,4.9—50/23,4-5—231(173 BOT CHORD 1-10-23/50,7-10-23(50,6.7-23/50,6-11-23(50,5-11-23(50 WEBS 2-7-754/541 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=G.Opsf;h=10ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterlor(2)0.10.13 to 310-13,Interior(1)310-13 to 10-6.13,Exterior(2) 10-6.13 to 136.13 zone;C-C for members and fords&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about Its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1,135 lb uplift at joint 5 and 471 Ib uplift at joint 7. 8)This truss has been designed for a moving concentrated load of 200.0116 dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty ply NEW ADDITION 13E38 V14 GABLE 1 1 AOOO6916 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC- 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:15:15 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-ugxOMr62rvIJvSX5FZsh6uaW5DYWL79hjo7sOy9H_Q 1240.0 15.2-9 12-0.0 3-2-9 Scale-125.3 4x5= 2x4 11 3 4 3.42x4 Not-3.2A 71 Li 4.00 12 2X4 II (¢32X4 -11-8.1 432X4 -33-0 362X4 -33-0 9 2.8 20 No -133 1 1-7 2X4 Not-7-2-9LL 5.7 2x4 Not-8-" 10 8 7 11 6 12 5 3X4 2x4 11 3X4= 2X4 11 2x4 I I 15.2-9 15-2-9 Plate Offsets MY): [3:0-2-8,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.61 Vert(LL) n1a - n/a 999 MT20 244M90 TCDL 15.0 Lumber Increase 1.33 BC 0.57 Vert(rl-) Na - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Hore(TL) 0.00 5 We Na BCDL 10.0 Code FBC2010JTP12007 (Matrix) Weight:57 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Iblslzo) 1=178/15.2-9 (min.0-2-0),5=105/15-2-9 (min.0.2-0),8=62SM5-2-9 (min.0-2-0),6=437/15-2-9 (min.0.2-0) Max Horz 1=315(LC 6) Max Uplift1-14(LC 6),5-79(1-C 7),8-433(LC 10),6-264(1-C 6) Max Grav,1=294(LC 25),5=252(LC 28),8=726(LC 2),6=504(LC 2) FORCES (Ib)-Maximum CompressionlMaximum Tension TOP CHORD 1-9—284!108,2-9—257/153,2-3-126181,3-4—9/5,4.5=-108/96 BOT CHORD 1-10-5/9,810=-5/9,7-8-5/9,7-11-5/9,6-11-5/9,612-5/9,5-12=-5J9 WEBS 2-8=-677/498,3-fc-453/330 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=S.Opsh,h=10ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)D-10.13 to 3.10-13,Interior(1)3-10.13 to 1240.0,Exterior(2) 12-0-0 to 15-0-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL-1.60 2)Provide adequate drainage to prevent water ponding. 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 withstanding 14 Ib uplift at joint 1,79 Ib uplift at joint 5,433 Ib uplift at joint 8 and 264 Ib uplift at joint 6. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,lob Truss Truss Type Oty Ply NEW ADDITION 13E38 V16 GABLE 1 1 AOOO6917 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:15:16 2013 Page 1 ID:hpv2wagaNp5MMymOpABxUaysaMZ-MsUOaB7gcDtAXb6lpGOwf563CVYeFowiwMXhOsysH_P 15-0.0 16-8-9 15-0.0 1-8-9 Scale=1:27.9 3x4= W 11 5 8 4.00 12 2-1-&9 2x4 11 02- 1 4 3x4 s 3 2x411 8-72x4 No.1-4-5-0 1-0 482x4 No.1-338 11 2-10 2XA N -1-58 1 1-9 2x4 N0.2-800 Lj Li 7-9 20 Not.839 12 10 9 13 8 14 7 3x4' 2x4 11 3x4= 2x4 11 2x4 I 16-8-9 r 16-8„9 Plate Offsets(),Y): [5:0.2-0,0.2-13] LOADING(psf) SPACING 2-0.0 CSI DEFL in (Ioc) Vdafl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.54 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:63 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 7=171h6-8-9 (min.0.2-3),1=187/16.8-9 (min.0-2-3),1 595/16-8-9 (min.0-2-3),8=536A6-8-9 (min.0.2-3) Max Horz 1=400(LC 6) Max Uplift7-105(LC 6),10=405(LC 10),8=-358(LC 6) Max Grav 7=290(LC 32),1=298(LC 29),10=689(LC 2),8=620(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-11—364(129,2-11-3381161,2-3-187/34,3-4-170/105,4-5—94/5,5.6-16(10,6.7-171/123 BOT CHORD 1-12--10/16,10.12-10/16,9-10-10/16,9-13-10/16,8.13-10/16,8.14=-10/16,7-14—10/16 WEBS 2-10=-620/466,4-8-581/433 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opst;BCDL=6.Opsf;h=10ff;Cat.II;Exp C;Encl., GCpl=0.18;MWFRS(envelope)automatic zone and C-C Exterfor(2)0-10-13 to 3-10.13,Interior(1)3.10-13 to 15-0-0,Exterior(2) 15.0-0 to 16-6.13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 7,405 Ib uplift at joint 10 and 358 Ib uplift at joint& 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply NEW ADDITION 13E38 V17 GABLE 1 1 AOOO6918 Job Reference o onai FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MITek Industries,Inc. Thu Aug 0109:15:18 2013 Page 1 ID:hpv2wagaNp5MMymGpABxUaysaMZ-IFce?t8x8g7unvFgxhOOkWCONIEpilFbNgOoTkysH_N 3-p p 20.0-2 23.0.2 3-0-0 17-0.2 3-0-0 scale=1:37.0 4.00 12 3x4= 2x4 11 2x4 11 3x4= 2x4 11 3x4= 2 3 4 5 6 7 1-22x4 No 20 NO;2 12-M -2-2-1 1 3.112x4 -030 410 2x -030 LU rr9 2x4 -030 3x4 5� 12 11 13 10 14 9 15 3x4 2x4 11 54= 2x4 11 23.0.2 23.0.2 Plate Offsets MY): [2.0.2-0,0-2-13] [7:0-2-0,0-2-13],[10:G-3-0 0-3-0] LOADING(psf) SPACING 24).0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.56 Vert(LL) We - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 8 We n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight:68 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 1=196/23-0-2 (min.0.2-14),8=196123-0.2 (min.0.2-14),10 90/23-0.2 (min.0.2-14),11 17/23-0.2 (min.0-2-14),9=517123-0-2 (min.0.2-14) Max Horz 1=26(LC 10) Max UpII t1_115(LC 6),8-11116(1-C 7),10—345(LC 7),11_295(LC 6),9—295(LC 7) Max Grav 1=300(LC 30),8=300(LC 34),10=687(LC 24),11=609(LC 24),9=609(LC 25) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2-3(Y7/199,2-3=-267/209,3-4—267/209,45—267/209,5-6-267/209,6-7-267/209,7-8_307/199 BOT CHORD 1-12-143/250,11-12-143/25,11-13-143/250,10.13=-143/250,10.14-143/250,9.14-143/250,9.15=143/250, 8-15-143/250 WEBS 410-590/421,3-11=-498/356,6.9=-4981355 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opst;BCDL�.Opsf;h=10ft Cat.ll;Exp C;Encl., GCpl�.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-10.13 to 3-0.0,Interior(1)3-0-0 to 20.0.2,Exterfor(2) 20-0.2 to 22-1-5 zonwC-C for members and forces&MWFRS for reactions shown;Lumber DOL--11.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 1,116 lb uplift at joint 8,345 Ib uplift at joint 10,295 Ib uplift at joint 11 and 295 Ib uplift at joint 9. 8)This truss has been designed for a moving concentrated load of 200.O1b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreeks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,Job Truss Truss Type Oty Ply NEW ADDITION 13E38 V18 ROOF TRUSS 1 1 AOOO6919 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Aug 0109:15:19 2013 Page 1 ID:hpv2wagaNpSMMymOpABxUaysaMZ-mRAXCC9Zv8F103gtUOxdHkkYViYSS88kcKmL?BysH_M 18-0.0 1$-$-9 18.0.0 0.2-9 Scale=1:31.1 2X4 11 aao 12 4 10 No 1 5x6 3 4-52X4 -5-5-11 2x4 11 14 .1 38 2X4 ft 3-364 9 2.82x4 -1-64 1 1-7 2x4 Not-8-0-0 5.7 2x4 Not-16.2.9 Ll 3x4 11 8 7 12 6 13 52K4 11 2X4 11 3x4= 2x4 11 18-2-9 18.2-9 Plate Offsets MY): 13:0.3-0,0.3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.60 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.22 Horz(TL) 0.00 5 Na Na BCDL 10.0 Code FBC201 O/T1212007 (Matrix) Weight:70 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid coiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 5=228/18-2-9 (min.0.2-7),1=196/18-2-9 (min.0-2-7),6 12/15.2-9 (min.0.2-7),8=596/18-2-9 (min.0-2-7) Max Horz 1=486(LC 6) Max Upllft5_153(LC 6),6—415(LC 6),5-405(LC 6) Max Grav 5=320(LC 28),1=304(LC 25),6=709(LC 2),8=690(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-461/170,2-9=-434/202,2-3—285/149,3-10-124/9,4-10—66/60,4-5—240/197 BOT CHORD 1-11-1/12,8-11-1/12,7-8=-1/12,7-12-1/12,6.12-1/12,6.13-10117,5-13-10/17 WEBS 3-6=-6651498,2-8---W/463 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf;h--1 Oft;Cat.11;Exp C;Encl., GCpl=0.18;MWFRS(envelope)automatic zone and C-C Exterlor(2)0-10.13 to 3-10-13,Interior(1)3-10.13 to 15-0.13,Exterlor(2) 15-0.13 to 18.0-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 2)Plates checked for a plus or minus 0 degree rotation about Its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift of joint 5,415 Ib uplift at joint 6 and 405 lb uplift at joint S. 6)This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 7)"Serol-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply NEW ADDITION 13E38 V21 GABLE 1 1 A0006920 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,FORT DALLAS TRUSS CO.LLC. 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Aug 0109:16:20 2013 Page 1 ID:hpv2wagaNpSMMymOpABxUaysaMZ-EdkvOYABfRNcODP326StpxHkn6tGBcjuc-VuXdysH_L 6_0.0 20.0.2 26-0-2 6-0-0 14.0-2 600 Scale=1:41.8 4.00 12 3x4— 2x4 11 20 11 30= 20 11 3x4= 2 3F1 LLJ 4 5 8 7 15 1-2 20 4 1 3.132x4 -1-&0 41120 -1-5-0 &92x4 0 -1-50 1 e ,dL rl 1-122K4No;2 800 U 1042 20 W% 18 13 12 17 11 18 10 9 19 3x4 2x4 I I 3x4= 2x4 11 3x4= 20 11 26-0.2 26-02 Plate Offsets MY): [2:02-0 02-13],[3:02-8 01-0],[6:02-8,01-0],[7:0.2-0,02-13] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.56 Vert(LL) n/a - We 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.73 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 HOrz(TL) 0.01 8 Na n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight:82 Ib FT=00/6 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.00 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (ib(size) 1=292/26.02 (min.03-5),8=292/26-0.2 (min.03-5),11 50/26.0-2 (min.0-3-5),13=583126-0-2 (min.03-5),9=583/2602 (min.03-5) Max Hom 1--"LC 14) Max Upllft1-185(LC 10),8-191(LC 11),11—333(LC 7),13—340(LC 6),9=-335(LC 7) Max Grav 1=348(LC 30),8=348(LC 34),11=661(LC 24),13=716(LC 24),9=716(LC 25) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14-3521213,2-14-280/228,2-3--298/247,3-4-298/247,4-6--29&247,&6=-2981247,6-7--298/247,7-15-280/208, 615-352/194 BOT CHORD 1-16�143*K 13-16-143/256,12-13-143/256,12-17-14WW,1147-1431256,11-18-143!256,1018=--143/256, 9-10-1431256,9.19-1431256,619-143/256 WEBS 4-11--558(408,3-13--561/402,6-9t--561/398 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.Opsf;h=1 Oft;CaL 11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)01013 to 31013,Interlor(1)3-1013 to 22-1-5,Exterior(2) 22-1-5 to 25.1-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation aboat Its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 Ib uplift at joint 1,191 Ib uplift at joint 8,333 Ib uplift at joint 11,340 Ib uplift at joint 13 and 335 Ib uplift at joint 9. 8)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,nonooncurrent with any other live loads. 9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard STANDARO LATERAL WEB BRACING TRUSSES O 24' O.C. TYP, 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2-1Od NAILS PER WEB FOR FORCES UP TO 4600 lbs, FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 /3 OR BETTER. f ' I i NOTE PROVIDE X—BRACING AT 20'-0'. INTERVALS FOR WEB FORCES Up TO 23M Ibs. AND AT W-0' FOR FORCE GREATER THAN 250! lbs. ENO OF BRACING MEW DANOSNCONNECTED MALLIT ORXBRAS NOTED LATERAL BRACT ON THIS DETAIL- ALT. LATERAL BRACING DETAIL �- TRUSSES O 24' NRI pn � 0.Q TIM. oa T-BRACE$ME GRAOL AS W N 0Ar thin P IVS Nor t Z OF EMUS BE 9071 THE LENGTH Web ROWS t t THIS DETAIL IS TO BE USED AS AN ZW 2X4ac4 ALTERNATE FOR CONTINUOUS LATERAL BRAdNQ 2>� i; �ACCOFONG TO TK)NAL DESIGN SPEC.) !,oacOR GRIDLIP 11 SPLS- 0S.VP,. JOSE MARTINEZ, P.E. owlraNr�uuts. �n I� 1��`�M1ON"�"�"07�`9"°"' Consulting Engineer CiviVStructural i�_Y,Si1M GRAncL1?A�Q_ 24 E. b'tl� Street i t --EFeR ro SEP�R,« I �- g FLORIDA SUIlD NO Hialeah, FL 33010 w ENGINEERINGDyyG morpa4 Phone (305) 667 7$7' sPAcINo �,roc (Florida P.E..03 Og CODE F larre S,tl:xvsl Wfp lj/l vV Now .".�•�,. . `eT' ':m��{�. yeel ltl L.1erM'Nb 8/arulp 2"46 { i MAY 14, 2012 TRUSSED VALLEY SET DETAIL -- j TPA-VALLEY-2-190 - R MrTek Industries.Tampa.FL Page 1 of 1 GENERAL SPECIFICATIONS 1.NAIL SIZE-3.5'X 0.131'-16d 2.WOOD SCREW-4.5'WS45 USP OR EOUILIVANT j 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4.INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND MiTek Industries, Inc. SECURE TO BASE TRUSSES AS PER DETAIL A 5 BRACE VALLEY WEBS IN ACCORDANCE WITH THE GABLE END.COMMON TRUSS INDIVIDUAL DESIGN DRAWINGS. OR GIRDER TRUSS 6.NAILING DONE PER NDS-05 7.VALLEY STUD SPACING NOT TO EXCEED 48'O.C. 8.BASE TRUSS AND VALLEY TRUSS MUST BE SOUTHERN PINE LUMBER. BASE TRUSSES VALLEY TRUSS TYPICAL ` I " VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 16d -- NAILS 8'O.C. WIND DESIGN PER ASCE 7-10 MAXIMUM WIND SPEED.190 MPH " MAX MEAN ROOF HEIGHT-30 FEET ( ROOF PITCH-MINIMUM 3112 MAXIMUM 6/12 \, EXPOSURE C \ ! WIND DURATION OF LOAD INCREASE:1.60 ATTACH 2x4 CONTINUOUS NO.2 SYP MAX TOP CHORD TOTAL LOAD-50 PSF TO THE ROOF W/TWO USP WS45(1/4-X 4.5') MAX SPACING-24'O.C. BASE AND VALLEY) WOOD SCREWS INTO EACH BASE TRUSS. MINIMUM REDUCED DEAD LOAD OF 4.8 PSF ON THE TRUSSER. JOSE MARTIN MAY ®7 2013 Y Consulting Engin - 24 E. 5 3 '1.5-max Hiale , FL .33010 PhD 305) 667-6797 (F rida P.E. 031509) i I • 1 r 1 • • J • J • • . • - &,I0 - •If • All • 0W9I1rS1IV4ItW9 a - -,• - I 1 • • - • i GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARA LEVANTAR PA UETES DE TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCION YARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun mode,que Q 10' 3 m or fre tier or location of temporary lateral restraint identifi ue/afrecuendaolocalizaci6nderestriccillateral ( ) Diagonal bracing Repeat diagonal bracing q n ry q DONT overload the cranenes . �✓ 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Refer to 15'(4.6 m)* every) truss spaces 30' and diagonal bracing.Follow the recommendations darriostre diagonall rest/es.Use/asrecomemporalde trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-87***for more (9.1 m)max. for handling,installing and temporary restraining demanees.instael foil,restrSI-yar de Buenatemporal de NO sobrecargue la grba. bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. and bracing of trusses.Refer to BCSI-Guide in los trusses.Vea e/folleto BC57-Guia y BPractice � NEVER use banding to lift a bundle. trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Good Practice for Handling.Installing Restraining_ vara el ManejQ,InstalacidrL Restriction yArriostre de los Vea el resumen BCSI-67*** &Bracin of Metal Plate Connected Wood Trusses de Madera Conectados con P/acas de Metal*** below).7)Repeat process with groups of four trusses until all trusses are set. 9 NUNCA use las ataduras para levantar un paquete. para mos informacidn. Trus ***for more detailed information. para informacidn mos detallada. 1)Instale los arriostres de tierra.2)Instale el primero truss y ate seguramente al arriostre de 0 A single lift point may be used for bundles of Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar tierra. 4Instate los pr6ostre 4 trusses con restricci6n lateral temporal. miembro aorto(vea Apply diagonal brace to vertical top chord pitch trusses up to 45'(13.7 m)and permanent lateral restraint or reinforcement for las localizaciones de restricci6n lateral Permanente o abajo).4)Instate el arriostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre webs at end of cantilever and at parallel chord trusses up to 30'(9.1 m). individual truss members. Refer to the BCSI- refuerzo en los miembros individuates del truss. Vea la diagonal para los pianos de los miembros secundarios para estabilice los primeros cinco trusses bearing locations. All lateral restraints B3***for *** Use at least two lift points for bundles of top vea aba o 6 Install la restricci6n lateral temporal arriostre diagonal aro la cuerda inferior B3 for more information.All other permanent hoja resumen BCSI-83 para mos informacidn. EI S WARNING Do not over load supporting ( 1)• ) P Y 9 P chord pitch trusses up to 60'(18.3 m)and paral- lapped at least two trusses. bracing design is the responsibility of the building resto de los disenos de arriostres permanen[es son la structure with truss bundle. (vea abajo).7)Repita este procedimiento en grupos de cuatro trusses hasty que todos los designer. responsabilidad del disenador del edificio. lel chord trusses up to 45'(13.7 m).Use at least trusses esten instalados. *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords three lift points for bundles of top chord pitch iADVERTENCIA!No sobrecargue la and 15'(4.6 m)o.c.for 4x2 chords. trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de EM Refer to BCSI-B2***for more information. INSTALLI WARNING The consequences of improper NG - INSTALACION >45'(13.7 m). trusses. Vea e/resumen BCSI-B2***para mos informacidn. Out-of-Plane handling,erecting,installing,restraining Puede user un solo lugar de levantar para pa- 10 Place truss bundles in stable position. RESTRAINT BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane. Out-of-Plumb Stn 9 9 9 9 P � � Max.Bow Truss Len and bracing can result in a collapse of the quetes de trusses de la cuerda superior hasta 45' RESTRICCION ARRIOSTRE PARA TODOS PLANOS DE TRUSSES Puse paquetes de trusses en una posici6n � Tolerancias para Fuera-de-Plano. structure,or worse,serious personal injury y trusses de cuerdas paralelas de 30'o mens. 3/4" 12.5' or death. taw Po p 0 This restraint and biotin m Length-► D/so D n. Use r to mens dos untos de levantar con estable. g method is for all trusses except 3x2 and 4x2 parallel chord trusses r Max Bow ( > t s mm 3.8 m * grupos de trusses de cuerda superior inclinada (PCTs).See top of next column for temporary restraint and bracing of PCTs. 1/4" 1' 7/8" 14.6' iADVERTENCIA!E1 resultado de un manejo, hasta 60'y trusses de cuerdas paralelas hasty �w Len m-► 6 mm 0.3 m 22 mm 4.5 m levantamiento,instalacidn,restricci6n arnsotre Este metodo de restricnon y arriostre es para todo trusses excepto trusses de cuerdas paralelas Max.Bow g 1/2" 2' V 16 7' Y 45:Use poi to mens dos puntos de levantar con grupos de trusses de cuerda superior inclinada (PCTs)3x2 y 4x2.Vea la parte superior de la columna para la restricci6n y arriostre temporal de PCTs. Max.Bow p 13 mm 0.6 m 25 mm 5.1 m incorrecto puede ser la caida de la estructura o a mos de 60'y trusses de cuerdas paralelas mas de 45: a6n peor,hendos o muertos. „* 1)TOP CHORD-CUERDA SUPERIOR �-��- ------ £ 3/4" 3' 1-1/8" 18.8' Ll� Length aai Plumb 19 mm 0.9 m 29 mm 5.7 m -d11IlION Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES line 1" 4' 1-1/4" 20.8' g RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing bandingand handling trusses to avoid Tolerances for 25 mm 1.2 m 32 mm 6.3 m damaging trusses and revert injury.Wear Longitud de Tramp Espaciamiento del Arriostre Temporal de la Cuerda Superior Q 9 9 P J ry ---- -- Out-of-Plumb. 1-1/4" 5' 1-3/8" 22.9' ¢�> personal protective equipment for the eyes, ` Up to 30' 10' 32 mm 1.5 m 35 mm 7.0 m feet,hands and head when workingwith Using a single pick-point at the peak can damage the truss. 9.1 m (3 m)o.c.max. Tolerancias para D/50 max m 60°or less Fuera-de-P/omacia. trusses. EI use de un solo lugar en el pito para levantar puede 30'(9.1 m)- 38 mm 1.8 m 38 mm 7.6 m IGU/IELAI Liblice cautela al quitar las ataduras hater dano al truss. ( ) 8'(2.4 m)o.c.max. 45' 13.7 m t-3/4" 7' t-3/4" 29.2' CONSTRUCTION LOADING 45 mm 2.1 m 45 mm 8.9 m o los pedazos de metal de sujetar para evitar done,a 45'(13.7 m)- 6'(1.8 m)o.c.max. CARGA DE CONSTRUCCION 2" >_a' z" >_33.3' los trusses y prevenir la herida personal. Lleve Approx.1/2 60'(18.3 m) 5t mm z2.4 m 5t mm) 10.1 m Ell equipo protective,personal para cl pies, truss length m DO NOT proceed with construction until all lateral GURON Use Utllice Tagline 60'(18.3 m)- 4' 1.2 m mans y cabeza cuando trabaja con trusses. E TRUSSES UP TO 30'(g.l m)_� * ( )o.c.max. restraint and bracing is securely and properly in place. Maximum Stack Height special care in cuidado especial en TRUSSES HASTA 30 PIES 80'(24.4 m) windy weather or all ventosos o cerca NO proceda con la construcci6n hasty que todas las restric- for Material on Trusses *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). near power lines de cables eledricos o Attach clones laterales y los arriostres ester colocados en forma Material Height Locate spreader bar 10'(3 m) de 60 i a un Professional Registrado de Disen"o para trusses ma' aro iada Segura.and airports. de aeropuertos. P P Y e9 oreader r above or stiffback o.c.max. d2 60 pies. � Gypsum Board 12"(305 mm) mid-height ! (S) DO NOT exceed maximum stack heights.Refer to BCSI-B4*** Toe-in 0 See BCSI-B2***for TCTLR options . -� Vea el BC57-B2 las opciones de TCTLR. for more information. Plywood or os6 16°(406 mm) Spreader bar I_ Spreader bar 1/2 to NO exceda las alturas maximas de montdn.Vea el resumen Asphalt Shingles z bundles I� zri truss length - *** BCSI-84***para m6s informacidn. VP for truss Tagline Spreader bar 2/3 to Refer to BCSI-B3 for Concrete Block 8"(203 mm) TRUSSES UP TO 60'(18.3 m)_� �- 3/4 truss length -� TRUSSES HASTA 60 PIES g Gable End Frame restraint/bracing/ A : HANDLING Tagline Clay Tile 3-4 tiles high TRUSSES UP TO AND OVER 60'(18.3 m) reinforcement information. �Q�� <- TRUSSES HASTA Y SOBRE 60 PIES - Para informacidn sobre restricci6n/ TCTLR MANEJO arriostre/refuerzo para Armazones Hold each truss in position with the erection equipment until top chord temporary lateral restraint O O Hastiales vee el resumen BCSI-8 is installed and the truss is fastened to the bearing points. 10"or � NEVER stack materials near a peak or at mid-span. • Avoid lateral bending. Notre:Ground bracing not shown for clarity. NUNCAamontone los materiales cerca de un pico. Evite la flexidn lateral. Use proper rig- Use equipo apropiado Sostenga cada truss en posicicin con equipo de grua hasta que la restricci6n lateral temporal de la Truss attachment ging and hoisting para levantar a cuerda superior este instalado y el truss este asegurado en los soportes. Repeat diagonal braces for each set of 4 trusses. required at support s) (S) DO NOT overload small groups or single trusses. Repita los arrisotres dia onales Para cada ru o de 4 trusses. --- The contractor is responsible for equipment. improviser. INSTALLATION OF SINGLE TRUSSES BY HAND 9 P g P Section A-A NO sobrecargue pequen"os grupos o trusses individuates. properly receiving,unloading and storing 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES 0 Place loads over as many trusses as passible. smooth surface to prevent damage. POR LA MANO = LATERAL RESTRAINT&DIAGONAL BRACING ARE Coll las cargos sobre tantos trusses tomo sea EI contratista tiene la responsabilidad de ,-; - VERY IMPORTANT posible. recibir,descar ar almacenar adecuadamente ` 9 Y 0 Trusses 20' Trusses 30' Position loads over load bearing walls. los trusses en la obra.Descargue los trusses en (6.1 m)or ' , (9.1 m)or f !LA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL Coloque las cargas sobre las paredes soportantes. ` la tierra ASO para prevenir el dan"o. less,support less,su ort at SON MUY IMPORTANiii!!W Pk. PP near peak. i_ quarter points. CLR splice reinforcement ALTERATIONS-ALTERACIONES 1 Soporte j so, de russ Member • *** Truss bracing not shown for clarity rax_CLR ®Refer to BCSI-B5. f ? cerca al pito los cuartos Vea el resumen BCSI-B5. �- los trusses F Trusses u to 20' -). de tramo los Trusses up to 30' � Web members de o P trusses de 30 G DO NOT cut,alter,or drill any structural member of a truss unless 20 pies (6.1 m) (9.1 m) j � DO NOT store NO almacene mens. pies o mens. Trusses hasta 30 les specifically permitted by the truss design drawing. Trusses hasty 20 pies P P unbraced bundles verticalmente los NO Corte,altere o perfore ningun miembro estructural de un truss, - " upright. trusses sueltos. A a menos que este especificamente permitido en el dibil del disen"o --.- - Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING Bottom del truss. at the time of delivery or stored temporarily in RESTRICCION Y ARRIOSTRE TEMPORAL chords Minimum 2'rax Scab block contact with the ground after delivery.If trusses centered over splice.Attach EM Trusses that have been overloaded during construction or altered without the Truss Man- are to be stored for more than one week,place Diagonal braces to CUR with minimum 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. blocking of sufficient height beneath the stack Refer to BCSI-62***for more Top Chord Temporary every SO truss spaces (0.1350.5")nails each side of trusses at 8'(2.4 m)to 10'(3 m)on-center information. Lateral Restraint 20'(6.1 m)max. of splice or as specified by the Trusses que se han sobrecargado durante la Construcci6n o han sido alterados sin la autor- 10'(3 m)-15'(4.6 m)max. Building Designer. izaci6n previa del Fabricante de Trusses,pueden hacer nulo sin efecto la arar is limitada del (o.c.). Vea el resumen BCSI-B2***para m6s infor- (TCTLR) P P Y 9 2x4 in. Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses. Los trusses pueden ser descargados directamente maci6n. chord lateral restraint not shown for clarity. en el suelo en aquel momento de entrega o _ almacenados temPO ralmente en contacto con e/ Locate ground braces for first truss directly 3)BOTTOM CHORD-CUERDA INFERIOR ontact the Component Manufacturer for more Information or conwit a Registered Design Professional for assistance.suelo despues de entrega.Si los trusses estaran in line with all rows of top chord temporary Truss To view a non-printing PDF of this document,visit sbandustry.coo 1. guardados para mats,de una semana,ponga lateral restraint(see table in the next column). Lateral Restraints-2x4x12'or Member NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and cane operator(if applicable)are bloqueando de altura suficiente detras de/a pita greater lapped over two trusses professionals with the capability to undertake the work they have agreed to do on any given project.If the contractor believes it needs de los trusses a l hasty 10 pies en centro o.c.. � DO NOT store on NO almacene en tierra Coloque los arriostres de tierra para el primer =90, g PP assistance in some aspect of the construction project,it should seek assistance from a competent parry.The methods and procedures P ( ) or CUR splice reinforce- Note:Some chord outlined in this document are intended to ensure that the overall construction techniques employed will ut the trusses into lace SAFELY. uneven ground. desigual. truss directamente en linea con cada una de qp p 0 For trusses stored for more than one week,cover inert. and web members These recommendations for handling,installing,rand i mng and bating trusses are based upon the collective experience of leading las files de restricci6n lateral temporal de la personnel involved with truss design,manufacture and installation,but must,due to de nature of responsibilities involved, t presented redas bundles to protect from the environment. Brace first truss Bottom not shown for only as a GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as cuerda superior(vee la table en la prdxima �-securely before chords clarity. superior to the building designer's design specification for handling,installing,restraining and bracing trusses and it does not preclude the Para trusses guardados poi Trials de una semana, columna). erection of additional use of other equivalent methods for restraining/bracing and providing stability for me walls,columns,Floors,roofs and all the interrelated cubra los paquetes para protegerlos del ambience. '^` structural building components as determined by the contractor Thus,SBCA and TPI expressly disclaim any responsibility for damages DO'NOT walk On trusses. arising from the use,application,or reliance on the recommendations and information contained herein. Refer to SCSI***for more detailed information unbraced trusses. pertaining to handling and jobs to storage of trusses. NO camine en trusses Diagonal braces every 10 seC �• � sueltos. truss spaces 20'(6.1 m)max. Vea el folleto BCSI***para informacidn rings detal- ® '- -r wdison,sWI 5 TRUSS PLATE INSTITUTE lada sobre e/manejo y a/macenado de los trusses 10'(3 m)-15'(4.6 m)max. 6300 Ent/274-4 Lane•Madison,wt 53719 218 N.Lee St.,Ste.101•Alexandra,VA zz31a 608/274-4849•sbcindustry.com 703/683-1010•tpinst.org en area de trabajo. 1 . , , , I • , I I I • I I I • I J I, I I , • I I / • I I . . • I I a � / / - I - I I I I I 1 a I I I I ' I • - I I I I at RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Perfornhance Altw i dfwe(Performance)Medved Applications for compliance with do 2010 Rm*b Bu/lOW Code,Energy Co>hssrvedon via the residential Simulated Pmfoimance nmdwd should lndude W" Form 405(usualty 5 pages/may be greater) ❑ Energy Pehfommoe Level(EPL)Display Card(one per) Required prior to CO for the PWommn a Method: ❑ ff duct leakage has been tested then a completed Air DieWbution Systmn Test Report (usually one page) ❑ ff bullding air feekwe,has been tested then a completed Envelope Leakage Test Report (usually one page),odherwbo a competed Air Bahner and kmkdon inspeWon CbnWonmht Cdta b cher tfst(Table 4024.2-one page). t:nwgyG= -USRFZB v3.0 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Watson Addition Builder Name: 1. 04.1 tau Street: 165 N.W.99 STREET Permit Office: &L-A` , �jt-tOS City,State,Zip: MIAMI,FL,33150- Permit Number: 12- Owner. Mr.&Mrs.Watson Jurisdiction: Design Location: FL,Miami 1. New construction or existing Addition 9. Wap Types(1567.1 sgfL) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=6.0 1567.10 ft2 b.N/A R= ft2 3. Number of units,if muttiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 2(0) d.WA R. ft2 5. Is flus a worst case? No 10.Ceiling Types (1780.0 sgfL) Insulation Area a.Under Attic(Vented) R=30.0 1237.00 ft2 6. Conditioned floor area above grade(W) 1780 b.CathedraltSingle Assembly(Vented) R=30.0 543.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(346.9 sgft.) Description Area a.Sup:Existing House,Ret:Existing House,AH:Ex 6.2 178 a. U-Factor: Dbl,U=0.55 346.93 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 45.0 SEER:13.00 b.PTAC and Room Unit 6.0 EER:13.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 17.5 COPA.00 SHGC: b.Electric Strip Heat 6.0 COP:1.00 Area Weighted Average Overhang Depth: 0.599 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems-Replacement equipment 8. Floor Types (1780.0 sgft.) Insulation Area a Epic Cap: gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1780.00 ft2 b. Conservation features b.N/A R= ft2 None c.WA R= ft2 15 Credits Pstat Glass/Floor Area: 0.195 Total Proposed Modified Loads: 33.24 PASS Total Standard Reference Loads: 46.30 1 hereby certify that the plans and specifications covered by Review of the plans and �"LNfi STq�, this calculation are in compliance with the Florida Energy specifications covered by this 1+� _ ;SOA Code. ( EC-3�(Jrv-'D calculation indicates compliance with the Florida Energy Code. rnn� � =�':• O� PREPARED BY: Before construction is completed DATE: ( ` this building will be inspected for compliance with Section 553.908 „ 1 herebycertify that this building, Florida Statutes. rtify ng,as designed,is in compliance 5 with the Florida Enere. t1✓JdZc-')J COD0 OWNER/, AGENT. BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires a roof absorptance test and a roof emittence test In accordance with 405.6.2 - 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 40322.1.Is not greater than (0 cfm:Duct#1) 1/9/2014 12:29 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Tide: Watsan Addou : 2 Address Type: Street Address SundhM Type: User Cam Area: 1780 Lot 6 Owner: Mr.&kt&Watson Total Stones 1 #of Urate: 1 Worst(:ase No P12113001C Builder Name: Rohe Angie: 0 Street= 165 N.W.99 STREET Permit Office: Crass Ventilation: Caunty: Warm-Dam Jurisdiction: Whole House Fes: City,Sift Tgr M4AM11 Family Type: Single4willy R-, 33150- New/Etasting: AdMon Commerce CLINIATE / IECC T� Mt Design Temp Heating Demon Daily Ternp V Design Location TMY Site Zone 97-5% 25% Winter Summer Degree Days Moisture Range FL,N&vW FL MIAMI KM AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blodcl 1585 13427 2 Blodc2 195 1716 SPPA ES Number Name Area Vow Kitchen Occupants Be*ooms Ird ID Finished Coded Heated 1 EAsting House 1042 8648.6 No 2 2 1 Yes Yes Yes 2 Addition 543 4778.4 Yes 1 0 1 Yes Yes Yes 3 Eur Play Rerun 195 1716 No 1 0 1 Yes Yes Yes FLOORS # Floor Type Spats Perimeter Perimeter R-Value Area Jolt R-Value Tile Ward Carpet 1 S'lab-On-Ciode Edge Insulatio Ends"House 142 ft 0 1042 ft2 0 0 1 2 Slalkk Gide Edge Imo Addition 109 it 0 543 ftp 0 0 1 3 Slab-O Gam Edge Insu labo E»bng Play Roo 59.6 it 0 195 IF — 0 0 1 ROOF / Roof Gable Raaf Solar SA Emtit Enott Deck Pitch V # Type Mauls Area Area Calor Absor. Tested Tested btsul. (deg) 1 Gam or shed Barrel We 1876 its 296 fl2 Medium 0.75 Yes 0.9 Yes 0 18.4 ATTIC # Type Vin Vent Frio(1 in) Area RBS MCC 1 Partial cathedral oei Verded 300 1780 fP N N 1AM141229 PM Ewe®USA-FkRe82010 Section 405.4.1 Compliant Software Page 2 of 6 . CF.l1.ING # Cel Type Spece R-Value Area Fraffift Frac Tess Type 1 Uri Atm(Vented) E bft Hoge 30 1042 fie 0.1l Wood 2 CathedraUSirrgfe Ass r(Vwd4 Addition 3D 5011F 0.11 Wood 3 Under Attic(Vented) EJeaft House 30 19511P 011 Wood WALLS Adjscent Cavity Wfht HOW Shealift Fmmbig Soar Below _1 N Endenor Concrete Block-htt kmWmft Haus 6 15 9 8 4 131.3 ft? 0 0.75 0 2 E Exterior Concrete Block-Int kmfflftft Hots 6 27 9 8 4 231.3 iP 0 0.75 0 3 S Erderior Concrete Mick-Ind Ir> rg Hous 6 43 6 8 4 362-5 ft2 0 0.75 0 4 S Exnert Comma Block-hit kaftloft Play 6 9 6 8 10 83.9 ft2 0 0.75 0 5 W Exteft Concrete Block-int InsMileft Play 6 20 8 10 176.7 IF 0 0.75 0 6 W Exterior Concrete Block-Int hurl Addition 6 18 6 8 10 163.411P 0 0.75 0 _7 N Exterior Concrete Bloch-Int hind Addition 6 37 4 8 10 329.8 W 0 0.75 0 8 E Extern Concrete Bloch-Int histd Addition 6 10 8 10 88.3 iP 0 0.75 0 DOM # Ortd Door Type Space Storms U-Valu Width Hewn Area Ft In Ft In 1 S Wood Exlslhtg Hous Norm 0.460000 3 6 8 20 fig WmMWArS Ocendagon shown is the entered,Pi Win. Wan Ovediam # Ortd ID Frame Panes NERC U-Fimclor SHGC Area DMM Sept bit Shade Screening 1 N 1 Metal Dotes(TuftM Yes 0.55 0.3 13W 0 ft 0 in 0 ft 0 ht Drapesiblinds Now 2 N 1 Metal Doug(tutted) Yes 0.55 03 115 ft2 0 ft 0 in 0 ft 0 In DrAmsIbInds Norm 3 E 2 Metal D (finned) Yes 055 0.3 27.91112 0 ft 0 in 0 ft 0 in Drepestblinds Norm 4 S 3 Metal Doug(Tmted) Yes 055 0.3 45B ft2 2 ft 0 ht 2 ft 0 in DrapmMxls None 5 S 3 Metal Double(('anted) Yu 055 0.3 324 iP 2 ft 0 er 2 ft 0 i n Drapwiblirlds Norm 6 S 4 Metal Double MnwM Yu 055 0.3 25.71112 2 ft 0 in 0 ft 6 in Ards None 7 W 5 Metal Double(T"mted) Yes 0.55 0.3 133 fP 0 ft 0 in 0 ft 0 i n Drapes None 8 W 6 Metal Double(Tinted) Yes 0.55 0.3 25.0 it? oft 0 in 0 ft 0 io DrepwAffinds None 9 N 7 Metal Double(Takeed) Yes 055 0.3 40.0 f12 011:01n 0 ft 0 i n Dmpesfbfinds None 10 N 7 Menai Double(fht6e4 Yes 055 0.3 75.6 fP 0 ft 0 m 0 ft 0 in Drapesfhlinds None 11 N 7 Metal Double(Tmted) Yes 055 0.3 25.7 fP 0 ft 0 in 0 ft 0 in Drapeslblmds None 12 E 8 Metal Double(rmtpM Yes 0.55 0.3 208 fP 0 ft 0 in 0 ft0 le Ompesiblinds Norm IAM141229 PM EmgyGm4p@ USA-FlaRes2010 Section 405.4.1 CompNrd Softrmre Pap 3 of 6 1{ILTRAnom # scope Method SLA CFM 5o ELA EgLA ACH ACH 50 1 Wholehouse EkWQ 0.00d5d0 2334.4 128.16 241.02 0.3450 92497 HEATWE`a SYSTEM # Syslmn Type _ EKY capacity Bbdc Ducts -- 1 Electric Strip Heat Nam COP-.1 17.52 kBhdhr 1 sys#1 2 Electrtc Strip Heat Nom COP.1 6 kBtufir 2 Ductless COOUNO SYSTEM # System Type Subtype Bficleixy Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:13 45 kBtuft 1350 chn 0.75 1 sys#i 2 PTAC and Room Unit Through the Watl(Sirrgle) SEER:13 6 kBtrjlhr 180 cfm 0.75 2 Ductless HOT WATER SYSTEM # System Type SubType Lorin EF CeP use SON" Conservation 1 Electric Nam Exp Play FON 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTM FSEC C Cert # Company Name System Model# Model# Area Volume FEF None Nm DUCTS / —Supply— —Return— Air CFL42 i HVAC# # Location R-Value Area Location Area Leakage Type Harr Clf ffM OUT M MF Heat Cool 1 EidstivigHous 62 178 fP EAOM Hous44.5 ft2 Proposed On E)dsymg Ho cfm 0.0 chn 0.00 0.6o 1 1 TEMPERATURES Programmable Thermostat:Y Cel Fans: H Jen H Feb Wider WApr I I nJun MJW n WOO Nov H Dec Feb mar Jurk Ad Oct NOV Dec VHer � Feb Mar Jun jul Oar ( Nov Dec 1/9!20141229 PMI EnwgyGauge9 USA-FWIes2010 Seton 405.4.1 Compfmrit Sottawe Page 4 of 6 TtwmKm=schodO . "EM 2006 Fhgennoe -- - Htp�►s SCleeLl8 Type 1 2 3 4 5 6 7 8 9 10 11 12 Coofirg(WD) PM so 8D 7788 7788 778 78 8 78 8 78 7788 7788 78 7 80 788 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 Heaft(WD) AM 66 66 66 66 86 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Fleattng CM" PM 68 68 68 6688 66 6688 6B 6688 68 6688 66 66 1!9!20141219 PM Er ge®USA-F1aRes2010 Secdon 405.4.1 Cornpftt Sof ymm Pege 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 165 W.W.99 STREET PERMff#: MIAMI,FL,33150- MANDATORY REQUIREMENTS SUMMARY-See 6tdiv�code seegom for full details. COMPONENT SECTION SUMMARY OF REQUIREW-Mr(S) CHECK Air leakage 4024 To be caulkers,gasceted, therstripped or otherwise sealed. Recessed lighter IC-rated as meeting ASTM E 283.Windows and doors=0.30 c fmftc %Testing or viral inspection required-Fmolaces: gasketed doors&outdoor combustion air.Must complete anvelope leakage report or v1sually verity Table 402-42- Thermostat 0242Theme& 403.1 At least one thermostat shall be provided for each separate heating and controls doling system.Where forced-air furnace is Primary system, programmable thermostat is required.Heat pumps with supplemental :l electric heat must prevent supplemental meat when compressor can meet the load. Dual 40322 All ducts,air handlers,titter boxes and building cavil=which form the primary air containment passageways for air dation systems shall be considered duds or plenum chambers,shall be constructed and sealed in accordance with Sion 503272 of this code. 403.3.3 Building framing cavities shall not be used as supply duds. Waler heaters 403.4 Heat trap required for vertical pipe rigs.Comply with efficiendes in Table 403.4.3.2 Provide sv&c h or dearly marked drrci it breaker iJ l� (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 rooters with a total horsepower(HP)of=1 &spas HP shall have the capability of operating at two or more speeds.Spas and heated pools mint have vapor-retardant covers or a kpW cover or other means proven to reduce heat loss max"If 70%of heat from r'l 1\ site-recovered energy.Ofdtimer switch required.Gas heaters minimum thermal eficency=78%(82%after V16M3).Heat pump pool gars minimum COP=4.0. Coolirrg/heatirrg 403.6 Siang calculation performed&aftached.Minimum effigies per Tables 50323.Equlpmwd efficiency verilicallon required.Special equk"tent r.r.r n cooling or heating capacity requires separate system or variable capacity system Electric heat>10kW must be divided into two or more stages. Ceiiirgs/lum wags 405.2.1 R-19 space permitting. 1/9/201412 9 PM USA-PaRes2010 Sermon 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index,the more efficient the home. 165 N.W. 99 STREET, MIAMI, FL, 33150- 1. Now construction or existing Addition 8. wan Types insulation Area 2. Single family or multiple taiMy Sbg1e-f8m<fi► a Concrete Block-Int bawl,Exterior Rm6.0 1567.10 fig b.WA R. ftg 3. Number of units,U multiple fainly 1 c.WA Ra ftg 4. Number of Bedrooms 2(0) d.WA R. ftg 5. Is the a worst cep? No IoInsulation Area . Under Ceft q (Vented) R=W.O 1237.00 ftg 6. Conditioned floor ares(ftg) 178D b.Catimdnal/Single Assernbly(Vented) R-.O 543.00 ftg 7. WindowV* Description Area a WA R= ftg a 1.1-Factor 3HGC�0.3.30 1 Did,U-0346.93 ftg 1a Sup:Existing House,Rei:Exp House,AH:Ex 6.2 178 SHGC: b. I1-Fetor: WA fP SHGC: 1a Cooling systems kBbft Eftlency m U-Fm W. WA ftg a Central Unit 45.0 SEER:13.00 SHGC: b.PTAC and Room Unit 6.0 EER:13.00 d. SHGC: : WA 13.Heaft systems k0tuthr Efficiency Area Weighted Avenge Overhang Depth: 0.599 ft. a Elm Strip Heat 17.5 0013:1.00 Area Weighted Average SHGC: 0. b.Electric Strip Heat 6.0 COP:1.00 8. Floor Types Insulation Area 14.Hot water systems-R a Slab-On-Grade Eck Ireulabon R=0.0 1780.W fig a.Hack Cap:40 gellans b.WA R. ire EF:0.92 c.WA R= ftz b. Com features Norio 15.Credits Psmt I certify that this home has comped with the Florida Energy Effclency Code for Boring Tti�E sT Construction through the above energy saving features which will be installed(or exceeded) o� in this home before final inion. Otherwise,a new EPL flay Card will be completed �� based on installed Code compliant features. Builder Signature: fie: a Address of New Home: «j g Ciiy/FL Zip: rnrrr *Note: This is not a Building Energy Rating. If your Index is below 70,your hone may qualify for energy efferent moif W(EEM)incentives if you obtain a Florida ErwgyGauge Rating. Contact the EneWGauge Hotline at(321) 638-1492 Or see the EnergyGauge web site at energy9atg8.c0rrt for inion and a rist of certifned 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 Bulking Code,Energy Conservation,if not DEFAULT. USA-Fkd4esW10 Sermon 405.4.1 Complim Softwm'e TABLE 402AI AiR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Watson Addition Bum Name: SbVet: 165 N.W.99 STREET PwmftOffkw City,State,Zip: MIAMI,FL,33150- Permit Number: owner. W.&Mrs.Watson Jtu on: Design Location: FL,Wand COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope jrtsulation for framed walls is Installed in subsraritial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are fns or repaired. N.)k,, AW-permeable inmilation is riot used as a sealitg material_ Air insulation is inside of an as bamer. Ceiling/attic Air barrier in any dropped c eilingisoffit is substantially aligned With insulation and any gaps are seated. / Attic access(except unvented attic),knee wall door,or drop down stair is sear. Wails Comers and headers are insulated- Junction nsu laterJunction of foundation and sill plate is sealed. t Windows and doors Spare betuveen window/door jambs and framing is sealed + Rim joists Film jos are insulated and iricllude an air barrier. VIA Floors (Incitul'tng insulation is installed to maintain permanent contact with underside above-garage and cantilevered of mddlbor dung. J floors) Air barrier is installed at arty exposed edge of insulation. Crawl space wags Irwulation is permanently attached to Walls. Exceed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts,penetrations Duct slams,uft penetrations,knee walls and flue shafts opening to exterior or unconditioned space are sealed. / Narrow cavities Batts in narrow cavities are cut to fit,or narrow cavities are fill by sprayedUbm insulation. Garage separation Air sealing is provided between the garage and conditioned spate N/'6. Recessed lighting Recessed fight fixtures are airtight,IC rated,and sealed to drywran. / Exception--factures in conditioned space. ,! Plumbing and wiring Insulation is placed between outside and pipes.Batt irtstrlation is cut to fit around wiring and pkunbktg,or sprayeftiown insulation extends behind pwo and ShowerAub on exterior wan Showers and tubs on exterior wraps have insulation and an air barrier N l� sevarating them from the exterior wran. E ictric allphone box on Air bamer extend behind boxes or air sealed-two boxes are installed. Common wall Air barrier Is installed in common wag between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are subfloor or 1. ed to Fr lace. Fireplace wrap include an air barna r. Energyeamo USA-F1aPWsW10 Sett 405.4.1 Compttant Software FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Air Distribution System Test Report Project Name: Walson Addition B, Name: Street: 165 N.W.99 STREET Pemdt ofOe: City,State,71p. MM,,FL,33150- Poem NUMber: owner: Mr.&MM Watson JtBisdicliow Design Locaftr Ft.,Mtami Air Distribution System Leakage Test Results CFW5 Air Damon System leakage Test Val line System Dud Leakage to Outdoors Total Dad Leakage 1 System 1 chnMout) cfm25(tot) 2 System 2 bout) cfm25(tot) 3 System 3 cfm25(out) cfm25(tot) 4 System 4 chrlmout) dm25(tot) 5 Duct System Sum lines 1-4 Sum rffws 1-4 Leakage Divide by Divide by (Total ConMotted Fktor Area) (Tool Corgi Roar Area) (tn„out) _ (c?ntot) 'Total duct lease testing is required for ffmftds but optional for Parlonnance. To q xft as"Mtslanlially Ink tree',for a post consKcdm test,On out must be[ass tivan or equal to 0.03 and aktot must be Iess than or equal to 0.09;for a rargh In last,On tot must be less titan or equal to 0.04 0 the AH Is Indy in the test, or Qn tot must be less#tan or equal to 0.02 0 the AH is not installed at the time of the test.See FBC,EC Simon 4M2-?-1 I hereby certify that the above dud testing Fl�BtMM Code retires that �gklE S performance results demonstrate compliance O 'tP� with the Florida Energy Code ret;uirenentsIn WSUMto confirm duct leakage be accordance with Ston 403.2.2.1. performed by a Class 1 FloridaEnergy Gauge Certified Energy g Rater. Certified Florida Class 1 Signature. raters can be found at: O t a htpl/energygauge c omJ t.htm Y Prittte�J Name: Florida Rater Cartificatiori#: BUILDING LDING OFA.:— -- DATE EnwWGauga®USS►-F&Re92008 Seth 405.4.1 Compflem Sotiware Florida Code Summary Report Mr.&Mrs.Watson Tide:Watson Addition TMY City:FL MIAMI INTL AP 165 N.W.99 STREET FLAsBuiet Elec UVI:Florida Power&Light MIAMI,FL,33150- Gas LMI:Florida Average Registration#: Run Date: Energy Uses Reference Home Proposed Home a-Ratio Heating 0.09 MBtu 0.12 MBtu 0.00 Cooling 18.28 MBtu 13.06 MBtu 0.71 Hot Water 0.00 MBtu 0.00 MBtu 0.00 Total 18.37 MBtu 13.19 MBtu 0.72 Building Loads Reference Home Proposed Horror a-Ratio Heating 0.16 MBtu 0.25 MBtu* 1.54 Cooling 46.14 MBtu 32.99 MBtu* 0.72 Hot Water 0.00 MBtu 0.00 MBtu* 0.00 Total 46.30 MBtu 33.24 MBtu 0.72 *normalized modified loads Glass/Floor Area 0.195 Total Proposed Modified Loads: 33.24 �� Total Reference Loads: 45.E 1/8/2014122 PM Fj mu b0ug®LISA-X10 Pegs 1 of 1 Building Input Summary Report TM. Watson Addition Bedrooms: 2 Adds Type: Street Address BuBding Type: User Baffuoonus: 0 Lot# Owner: Mr.&Mrs.Watson Corgi Area: 1780 sq ft #of Units: 1 Total Stories: 1 Piati3�lt Builder Name: West Case: NO Strom 165 N.W.99 STREET Permit Office: Rotate Angle: 0 Cwusjr: Jurisdiction: Cross vanilla#= thy,Sial Zilz MfALO, Farnily Tom: Single4arnfly Whole Hors Farr R-, 33150- New/Existing: Addition Terumo Suburban Year Construct Sft : Suburban Comment: CLWTE Design DeslanTernp hu Design Ternp Hawke Design Dally Temp Location Toy Site 97.5% 2.5% Miter Stagy Degree Days Mobture Range FL,Miami FL MIAMf (ML AP 51 90 70 75 1495 56 Loa► UTILff RATES Fuel Ung Utility Nana Mor"Rxed Cost $/Unit Electricity kWh Florida Pow&Light Co 0 0.1064 Natural Gas Therm FlaridaAverage O 1.72 Fuel 09 Gallon Floridat 0 1.1 Propane Gallon Florida Default 0 14 SURROUNDINGS Stade Trees Atm Buildings Oat Type Heigini Widh Distance Exist HdOw Wadh Distance N Note Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E Norte Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S NOW Oft Oft Oft Oft Oft Oft SW Norte Oft Oft Oft Oft Oft Oft W Nora Oft Oft Oft Oft Oft Oft NW Norte Oft Oft Oft Oft Oft Oft FLOOD # Floor Type Space Perinates Perimeter FI-Value Ares Joist R-dafue Tile Wood Carpet 1 Edge hen Exp House 142 ft 0 1042 fP _ 0 0 1 2 Slab-Ort-Grade Edge ittsulation Awn 109 ft 0 543 ft8 0 0 1 3 S 64Dn-Grade Edge Insulation Exp Pky Roo 59.6 ft 0 195 fP _ 0 0 1 ROOF Roof Gable Rod Solar SA EUM EmfG De& Pitch # Type Mats Area Arm Color Absor. Tested Tested fnarl. (dog) 1 orshed Barrel life 1876 W 296 fP A§U&M 0.75 Yes 0.9 Yes 0 18.4 1/912014122 PM EnergyGaups/USRFZB M3.0 Page 1 of 4 Building Input Summary Report Arnc # Type Vein Verd Rafto(1 In) Area Fl$S RCC 1 Partial mai Verded 300 1780f12 N N CEILING # COMM Type Space R-Value Area Raming Fraction Tnuss Type 1 Undor Aft 0 House 30 10421P 0.11 Wood 2 Caftie ai/ShMle Assembly 0 AddOlon 30 543 fig 0.11 Wood 3 Uri Atter 0 Exlsng Fiore 30 195 fP 0.11 Wood WALLS Woman of aan f is as orrt red. Acid orierdallon Is moditi� rotate sltom secdOn above. # Orrrt TO Ryan Type R-V�aHie R�In FtfeV Area RSheo" ll* 1 N Exterior Concrete Block-Mt lnstE�Hous 6 15 9 8 4 131.3 fP 0 0.75 0 2 E EAsior Coxreto Block-lat InstOdsft Hous 6 27 9 8 4 231.3 fP 0 0.75 0 3 S Exp Concrete Block-brt kmLEjdsft Hous 6 43 6 8 4 362.5 f 0 0.75 0 4 S Exterior Concrete Block-Int MmEwsft Play 6 9 6 8 10 83.9 fta 0 0.75 0 5 W Exterior Concrete Mock-Int irk Flay 6 20 8 10 176.7 fP 0 0.75 0 6 W Extedor Corarete Block-Int Insul Additbn 6 18 6 8 10 163.4 iR 0 0.75 0 7 N Exterior Concrete Block-Int dtsul Adktibon 6 37 4 8 10 329.8 iP 0 0.75 0 8 E Exterlor Concrete Block-Int 1risid Anion 6 10 B 10 88.3 fP 0 0.75 0 DOORS WKM Hurt # Omt Door Type Space Storms U-Value Ft In Ft M Area 1 S Wand Exp Haas Nope 0.460000 • 3 6 8 20 fP WINDOWS Wan Ovedtars # Ond ID Frame Panes NFRC U-Fac for SHOC Storm Area Depth gyration fideft Std Screen 1 N 1 Metal Double(larded} Yes 0.55 0.3 N 3.3 fP 0 ft O ln 0 ft 0 In DrAnalblinds Nom 2 N 1 Metal Double(Tb'ded) Yes 055 0.3 N 11.5 fP Oft 0 to 0 4 0 in Draposiblinds Norm 3 E 2 Mehl Doable(Tarted) Yes 0.55 0.3 N 27.9 fP 0#01n, 0 ft 0 in Dr.WwJbgnds Norm 4 S 3 Metal Double(Tinted) Yes 0.55 0.3 N 45.8 fP 2 ft 0 In 2 4 0 tit Dralm1bbids Nom 5 S 3 MeW Double(Tiled) Yes 0.55 0.3 N 32:4 fP 2 ft 0 in 211:01n Dreposiblintis Norm 6 S 4 Mond Double(1hiMM Yes 0.55 0.3 N 25.7fP 2 ft 0 in Oft6 in Dropesiblinds Norte 7 W 5 Metal Double(limed) Yes 0.55 0.3 N 13.3 fP 0 ft 0 m 0 ft 0 tit Drapesiblinds Norte 8 W 6 Mew Doable(f room Yes 055 0.3 N 25.0 fP 0 ft 0 in 0 ft 0 M Draposiblinds None 9 N 7 Metal Double(Torted) Yes 0.55 0.3 N 40 O fP 0 ft 0 m 0 ft 0 in Draposiblinds Norte 10 N 7 Metal Doable(Torted) Yes 055 0.3 N 75.61P 0 ft 0 br 0 ft 0 In Dropsiblinds Nona 11 N 7 Metal Donne(fmted) Yes 055 0.3 N 25.7 f 0 ft O M 0 ft 0 In Draposibbids Now 12 E 8 Mesal Double(Tinted) Yes 0.55 0.3 N 20.8 fP 0 ft O In 0 ft 0 M Grapealblinds None 119=14 12:32 PM En jyCdwg /USRFLB v3.0 Page 2 of 4 Building input Summary Report iMFlLTRAT�N # scme MOW SLA CFMI50 BA EgLA AM ACH 50 Space(s) 1 wholehouse Best Guess OMOSGO 2334.4 12x16 241.02 0.3450 92497 All MASS Mks Type Area TG s Furniture Fraction Space No Added Mass 0 ftl Oft 0.3 EtstUg House No Added Mass 0 it2 0 ft 0.3 Addition No Added Mass 0 ft2 0 ft 0.3 Room HEAT=SYSTEM # System Type Subtype Efficiency Catty punts Bloc 1 Electric Strip Heat Nora COP.1 17.52 kBh*v Sys" 1 2 Electric Strip Heat Nora COP.1 6 k8ftAv Ductless 2 COOLM SYSTEM # System Type Subtype Eitr testy Air Fav SHR Ducts Block 1 Central Unit Split SEER:13 45 kBtuArr 1350 cbm 0.75 sys#1 1 2 PTAC and Room Unit Through the W SEER:13 6 kE*Aw 180 chn 075 Ductless 2 HOT WATER SYSTEM # System Type SubType Loci EF Cap use Setprid Credit. 1 Bectrc Nora Room 092 40 gal 50 Gal 120 dea NOW SOLAR HOT WATER Colles Surface Absmp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Arra Loss Coat Prod. Con: Vokpra U-Value SwF Arra Ewh Elf Pumped Energy DUCTS DUCT Supply Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Lin Area Number Leakage Type 1 TOT OUT (Il RLF Feat Cool 1 Haus 62 178 ft2 1.1ou".5 fP 1 Proposed On Existing Flo —cfm —clm 0.00 0.60 1 1 TdHPERATURES Programable Them Y Ceiling Fare:N Cool: Jan Feb Mar Apr Jun (,d N Nov H,,,c VNJan Feb mar A ! Jun � Oct Nov Jun jul Oct Nov � Thermostat fie: HERS 2006 Reference Haws 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 Cooft( PM 78 78 78 78 78 78 7788 78 7788 7788 78 7788 7788 7788 N (WD) PM 68 68 68 66 668 68 68 68 68 6688 69 66 68 1/9/2014122 PM EnwWaaggeS/USRF2H x33.0 Page 3 of 4 Building Input Summary Report APPUAKES&u ApOlanca : MRS MM Rdwence Hours Sahedrle Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.6.5 0.65 oa3 0.33 0.33 0.33 0.33 %Released: 1W PM 0.33 0.33 0.33 0.33 0.33 1 O9 09 09 09 09 0.65 Annual Use 0 kWWYr Peak Valuer 0 Watts Clooles Washer AM 0.105 0.081 0.047 0.047 OM 0.128 0256 0.57 MM 1 OW7 0.872 %Released: 60 PM 0.779 0.698 0A05 057 0.581 0.57 0.57 0.57 0.57 0.488 043 0.198 Annual Use: 0 kWh/Yr Peak value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 009 0.16.9 0.303 0.541 0.594 0502 0.443 %Release& 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.33 0.281 Anmal Use: 0 kWlvYr Peak Value: 0 Watts Dryer AM 02 Mi 005 0.05 0.05 0.075 02 0.375 05 08 0.95 1 %Released: 10 PM MM 0.85 0.8 0.625 0.625 0.6 0.575 055 0.625 0.7 0.65 0.375 Annual Use: 0 kWtdYr Peek Val: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 026 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 025 027 0.34 055 055 0118 1 0.86 0.51 028 Anmml tlx: 1879 kWh/Yr Peak VXM 614 Watts Miscellaneous AM M48 M47 0.47 0.47 0.47 0.47 0.64 M71 067 0.61 0.55 0.53 %Rely: 90 PM 0.52 0.5 0.5 05 0.59 0.73 0.79 0.99 1 096 0.77 0.55 Annual Use: 4212 kWtdYr Peak Vakm 772 Watts Pool Pump AM 0 0 0 0 0 O 0 0 0 1 1 1 %Released. 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWWYr Peak Val 0 Waits Range AM 0.057 0.057 0.057 0.457 O.Q57 0.114 (L171 0286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 &M 04 0.571 1 0.857 0.429 0286 0229 0.171 0.114 Annual Use: 0 kWWYr Peak Valuer 0 Watts Refrigeration AM 085 478 075 0.75 079 0.73 075 0.75 0.8 0.8 Ms 0.8 %Released: 100 PM 0.88 0.85 485 0.83 0.88 0.95 1 098 0.95 0.93 09 0.85 Annual Use: 775 kWhlYr Peak V". 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.45 0.05 al 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.i 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Arcual Use 0 kWWr Punk Val: 0 Watts BLOCKS Number Name Area Volume 1 Bk)ckl 1585 13427 13427 2 Bkxcc2 195 1716 1716 SPACES Number Name Area Votume Kfthe l Ocmqmft Bedmoms Fudshed Cbeler! Heated 1 EAft House 1042 8848.6 NO 2 2 Yes Yes Yes 2 Addition 543 4778.4 Yes 1 0 Yes Yes Yes 3 ExIsfing Piay Room 195 1716 No 1 0 Yes Yes Yes 119M1412 2 PM Energy/LMM VIO Pam 4 of 4 Annual Energy Summary Wholehouse Summary Mr.&Mrs.Watson Project Tme: TMY CiWFL MIAMI INTL AP 165 N.W.99 STREET Watson Addition Elm Util:Flow Pourer&Light Co MIAMI,FL 33150- Building Type:FLProp2010 Gas Util:Florida Average Run Date: Energy Enol-use Consumption Annual Cost Cooling Electric 3144 kWh $335 Cooling Fan 684 kWh $73 Mechanical Vent Fan 0 kWh $0 Total Cooling 3828 kWh $408 Heating Electric 34 kWh $4 Heating FAWPump 2 kWh $0 Mechanical Vent Fan 0 kWh $0 Total Heating 36 kWh $4 Hot Water 1685 kWh $179 Hot Water Pump 0 kWh $0 Total Hot Water 1685 kWh $179 Ceiling Fans 0 kWh $0 Clothes Washer 0 kWh $0 Dishwasher 0 kWh $0 Dryer 0 kWh $0 Miscellaneous Electric(including lighting) 6014 kWh $640 Miscellaneous Therms 18 Therms $31 Pool Pump 0 kWh $0 Range 0 kWh $0 Refrigerator 0 kWh $0 Total (kWh) 11563 kWh $1262 Total (Therms) 0 Therms $0 Total (Oil Gallons) 0 Gallons $0 Total(Propane Gallons) 0 Gallons $0 PsV Produced(keWh) 0 kWh $0 ffm ratTotal Cost $1262 Emissions (Calculated as Total- PV Produced) SO2 45.99 Lbs NOX 27.01 Liss CO2 7.81 Tons EnwgyGWup91 USRFMv3.o Miami Shores Village Building Department �IOR�pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 MIAMI SHORES VILLAGE OTICE TO BUILDING DEPARTMENT EM OYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by — �� '�� °—� to perform special inspector services under the Florida Building Code at the i05 40 963 237 project on the below fisted structures as of 7• I. 2.®I�5 (date).I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: AP (cam 52-1 Z ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) ,5r, SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR Ii HIGH 2319.17.2.4.2(84409.6.17.2.4.2) �s SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 21224(84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(84404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The followin individual(s)employed by this firm or me are authorized representatives to perform inspection 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shaft include licensure as a professional engineer or architect graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as buitding inspector or general contractor. I, (we)wig notify Miami Shares Village Building Department of any changes regarding authorized personnel performing inspection SWAM. I,(we)understand that a Special Inspector Inspection log for each building must be displayed in a c onvenM location on the site for reference by the Miami Shotes Village Building Department Inspector.Ali mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be nailed for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further,upon completion of the work under each Building Permit 1 will submit to the Building Inspector at the time of final inspection the completed Inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those potions of the project outlined above meet the intent of the Florida Building Code and are in substantial aceordarm with the approved plans. Signed and Sealed EngineedArchitect Name �� • L...�F�� DATE: 7 (-2S Phone No. V Created on 6/10=9 Wck Scatt Garr To protect pronrote&hnprove the hem of d people In Flom f lough WftWgd . ': John IL Anumbough ND,FACS state,county&cwmmwdty of ft. HEALTH State SurPon General&Secretary Yhloa:To be the Heal hbd ftft In fhe Nation Marcel 08,2013 Leonard&Chantal Watson 165 NW 99 Street Miami, FL 33150 RE:Contingency Letter CITY Application Document No:AP1095212 Centrax Permit Number. 13-SC-1451784 OSTDS Number. 165 NW 99 St Miami, FL 33150 COPY Lot:14, 15 Block:5 Subdivision:Bonmar Park Dear Applicant: This will acknowledge receipt of an application dated 01/24/2013 for a permit to use an existing onsite sewage treatment and disposal system located on the above references property. Proposed demolition of existing family room and relocating existing kitchen and converting space Into storage, also adding and new family room and sitting area. From a review of your completed application,*it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at(786)315-4444. Since Ca Enclosures cc: Florida of Mead, www. fleafthcarn in DADE COUNTY TWTTER:HeB"FLA 1725 NW 167 St,Opa Lore,FL 33056 FACEBOOKFI)ep�tolHeam PHONE:(305)623-350D.FAX(3Q5)623-3M5 YOUTUBE:1Idct • •• ••• • • ••• • ••• ••• •• •• • • • • • • • • • • • • • • • • • • • 09 WOOD TOXO�ICRWE TRUSS B-,ANGERS NVFHE • A OWA'9LEWIEFCAL P_0 (Lbs.I (Power Fasteners) Concrete • • 2P' HIGl1 • • • • • 16° HIGH Strength Carried (psi) Truss NVFHEIA NVFH Ply A NVFH Ply A NV1H Ply A NVFHESA NVFHEIB NVFHE28 NVFHE38 NVFHE4B NVFHE58 2000 Lt 1600 1600 • 8200 3900 •8200• 1750 1750 1750 3450 3450 i L2 890 1790 • D • •2 0 •2690 1330 26 3580 4030 4030 s 2500 Ll 1625 1625 8290 • •3 5 2 • 1765 1765 1765 3505 3505 L2 890 1790 2390 2690 2690 1330 2680 1 3580 4030 4030 L1 1650 1650 3300 3300 3300 1780 1780 1780 3560 3560 L2 890 1790 2390 2690 2690 1330 1 2680 3580 4030 4030 For 8'x 12" Tie Beam Ply X(in) Carried a 4A 1A NVFHE 1A, 2A, 3A, 4A, 5A Truss (in) (in) y Top of Truss 1 1�4 3A 1Y4" 3 �a ar- ase—"�r—.irr �fe•l - 34 �ca 2 3x" 1 4A, 4B 1Ja" 43/4" ' � �r3 5Y2" 5A, 58 1 Y4" 6 N" 4 7 j Isometric ° 5 8Y2 for all 8 X Pe" Xs� . "-•� j NVFHE For a":16• Tie Beam [Hn at,P.E. Connectors NVFHE 1B, 29, 3B, Q. 58 ) Q. � 18. 28, � X Tap of Truss 12847 2%J-• arca er � tern o 'r 7 e x � � �• � + 1 PI, 2 PI, 3 Ply. 4 Pi and 5 PI Truss Chords Truss Vertical •. .:, 'm Power Bolts�s I �• �a 2&Power Bolts *a • 4 For Bolts ' T% ~'r`:'' L2 1I2 14 " Beam a.... . > •d Location Seerq ood Detail 1u Fp1� n___L 12"deep as 6 Truss Vertical 1 Ply, 2 Pi . 3 Ply, 4 PI and 5 PI shown 1fi• sknHar Structural Notes: Wood to concrete and wood to wood connectors. 1. All design conforms to-20*07/2010 FBC and 2009/2012 IBC and IRC and NDS 2005/2012. 2. 4W thick structural steelshall conform to ASTM A36 yield strengh 36000psi. All bolt holes are 13/18 diameter. I 3. All welding shall be minimum 3118 with E70 electrodes and shall comform to latest AISC/AWS codes. All welds shall be fillet welds. 1 4. All Power Fasteners wedge bolt anchors shall be per manufacturer's published informatio Minimum anchor diameter is 3/g and anchor embedment shall be 6". i 5. Lateral values in concrete shown are reduced for bolt spacing and edge distance. Power Fasteners are used without 33% increase in allowable values. 6. All bolt values in wood comform to NDS 2005 for southern pine, G=0.55. Values for tenro species shall be adjusted as per NDS 2005. Bolts are %"diameter. i 7. Bolts shall not penetrate Truss Top and bottom chords and shall only be through Trus Bolts thru wood shall conform to section 11.1,2 of NDS 2005 and table 11 G for shear es. 8. This connector shall -only be used for wood members loaded parallel to grain. 9. Steel stress is not increased by 33% 10. Provide plywood shims. to close the gap between carried truss and steel connectors to .prevent bending of bolts. 11. Lateral loads shall be combined with Uplift loads to satisfy the equation: Actual Uplift Allowable Uplift + ow + Allowable <m1.0 12. All products are painted Royal Blue for easy identification. Revised 01/13/12 Vogelzang Colonial Wood Burning Fireplace Insert-TRoo4(Northlme Express Page I of 5 '4 Will in Jo ` (JY ACCGUUT `.i1'Y;iSHLST L"Y CART(0i Nor1hlin6 M17M s�, F v.•�nr.i•A G d,.a'Pru3 !'S F.. .r N-:.•••..7 f:., �bad[ et1f9$t6�ig hars.- SEARCH - QUaraMae Repieoe&tieurih . VWW Stoves Chimney Products BBQ Grills Mosquito Control Canopies&Terris Patio&Lawn specials FIDE SNIPI'INS on orders over - ---- . within:he contiguous USA; I Irk V't(1iessimali _4_ang Co:oniai t�luod Sarnin�rirenlaca ta•sc.:t-TRut'- Vogelzang Colonial Wood Burning Fireplace Insert - TRO04 12 Reyiex/s)I Add your Review Availability: List RiCW$1,624.50 'Your P: Yaablasa-1153r.so(33-09%) Calcutat= Delivery Options F None (" Curbs ie Lift Gate Delivery +§39.00 f Naarest Covered Araa lift Gate Delivery U9.00 Add to VV,"i;t Qty: 1 Add to Comoara Vary Compare List McAfim - .LVM3IC Rj TUM looking faraway to make your current fireplace a more CC efficient heat source?The Colonial Fireplace Insert is an AIR TIGHT unit that will greatly improve the efficiency of your fireplace It heats up to 1800 square feet;has a 76%efficiency rating,and comes with a variable speed 125 CFM blower,saving you money on your energy costs[ • safety tested to UL standard 1482-1998 - Unit can be installed in a zero-clearance fireplace Emar to a Friend Details Additional trtronnation Warranty j This stove is eligible for a 10%tax credit up to$300.00. the Lie#alis... http://www.northlineexpress_com/vogelzang_colonial-wood-bumina-ftreDlace-insert-b.op4_._- M290-01� Vogelzang Colonial Rood Burning Fireplace Insert-IR004 Northline Express Page 2 of 5 i The Colonial wood burning fireplace insert is an airtight,high efficiency,3116"reinforced plate steel stove that continuously produces maximum heat output.Boasting 69,600 BTU's per hour,and an efficiency rating of 761/6. The colonial is designed to fit a minumum fireplace opening of 23"H x 29"W x 14"D This insect is designed to get the most efficient transfer of heat energy from the wood fuel and radiate it lotto your ; living environment.The fine box irntroduces combustion air through three sources:(1)Immediately beneath the door opening below the window is a Lower Primary Air Orifice(LPAO),(2)The door air inlet control brings air into the firebox and controls the rate of bum(and the amount of heat the insert radiates),(3)The secondary air tubes at the top of the firebox are designed to ignite the combustion gases(smoke)given off by the burning wood and increases the efficienol of the insert and reduces chimney emissions. The Colonial has a continuous tum time of up to 8 hours on a single bad of hardwood,accepts logs up to 18"long and will heat up to 1800 square feet of space_The Colonial also incudes a variable speed(125 CFM)blower to allow you to more more of that warm air into the room.Perfect for heating your Great Room or open Coring area. The heavy dirty ail cast iron door features a large 16.5"x 9","air-washed"ceramic galls window,which allows an incredible view of the fire.What an air wash system does is consistently draws air from the top of the stove down 1 past the ceramic glass window.This effectively prevents the tar and soot that would normally build up,restricting v your view and making maintenance a chore. The inside of the Colonial is lined with firebricks for even greater burning efficiency.The purpose of the firebricks multifaceted: It helps to insulate the stove so that there is less unintended heat loss from the unit,allowing the heat to be distributed as desired. • Firebricts hold up ivell to extreme temperature changes and possess low thermal conductivity making them an excellent choice for aiding in the efficiency and tongevdy of you stove. Gives the stove an aesthetically pleasing appearance while not in operation. In short,a firebrick-lined firebox is key for burning efficiency. The firebox itself measures 20.5'wide x 2"deep and is capable of holding fogs up to 18"in lengih.Because of the efficiency qualities, the Colonial can maintain a bum lime of up to 8 hours on one load! Note:An 8 hour tum time is dependent upon certain variables such as the quality of the fuel source and the amount of fuel(wood)used. The large"hearth surtound"(31"x 44")with pewter trim makes the Colonial fireplace insert a beautiful addition to any living space. Floor protection must be non-combustible material extending 24"in front and 6"on each side. Related Products 'This unit meets the State of Washington's regulations for lora emissions. i•i:_cr,d=mz•to ad_ rAW NOT be installed in!mobile homes,manufactured homes,:oilers or tents(Wo Exceptions) Stove piWiner sold separately. r— 6"DuraFlexSS 316 �c ,! I— 6'•x25'HomeSaver - (� .�,Faceplzg @ggagudt3vailable se r XLG Face Plate for UltraPro Chimney - T Colonial ins esert Flexible Stainless steer Relinituo tCt Chbnrlev Linar-GDF316 Yom-P(?Ge$9125 - ! Your Price:$53427 �$�{ _ . W -- Add to!�JsHi�' Your Rice:$114.98. Add to VftWist Add to WW*W http://www.northlineexpress.com/vogelzang-colonial wood- bu><ning-fireplace-insert tr004.... 6/29/2013 orthiine COLONIAL'" HIGH EFFICIENCY FIREPLACE INSERT EPA Certified (4.02grams/hr) Model TRO04 Owners Manual (save this manual for future reference) READ ALL INSTRUCTIONS CAREFULLY BEFORE STARTING THE INSTALLATION OF OR OPERATING THIS APPLIANCE. FAILURE TO FOLLOW INSTRUCTIONS • This appliance me- MAY RESULT IN PROPERTY DAMAGE, Standard: UL 1482-2006 BODILY INJURY,OR EVEN DEATH. DO NOT USE THIS APPLIANCE IN A REFER TO MARKINGS ON MOBILE HOME, MANUFACTURED HOME, STOVE LABELS FOR TRAILER, OR TENT—NO EXCEPTIONS! ADDITIONAL INFORMATION. Vogelzang International Corporation 400 West 17th Street Holland,Michigan 49423 V"EV=Affiwwwvoge1zan&com CORPORATION Phone., 1-616-396-1911 Fax: 1-616-396-1971 TRO04M 1061209.0 No►thlineExpress.com TRO04 COLONWTu/page 1 http:/lwww.norttttincex .ppfi Tcd-Free 1-866-667-8454 SAFETY INSTNUCTIONS SAFETY NOTIM IF THIS APPLUMM If, NOT PROPERLY MWALLED A ARE MAY MW FORYOUR SAFETY,CONTACT LOCAL BUILIM OR FIRE OFFICIALS ABOM PERii18TS,ACTIONS,AND INSS`TALLMON FORMIR AREAL READ ALL INSTRUCTMM CAREFULLY. (See Cts Maintenartm pap 12j 1• TheinetalidandliftInsertmustoomplywithyow 12 in the event of a chimney fire, turn the air kxxd bukft code ruts control to closed position, leave the build- 2. DONCYrDWALLTHSAPPLIANCEINAMOSELE Ing and CALL THE FIRE DEPARTMENT 1110i1IIE,(MANUFACTURED HOIME,TRANER OR LATELY! Have a clearly understood plan TENT(NO WWI Kawl PER HUD FEDERAL on tow th handle a chirriney fine by coniadirg your STANDAR:24 CFR OUM Local or provincial fie authority for ftftwiallon on 3. Va*that the Meet Is before proper procedures In the event of atom►fire. firing the appliance for the first fMs.After reading 13 Tb prevent M*rry,do not air anyone to use this these Instudlors, If you have arty dour about appliance who Is urdanillar with the correct opera- your ability to complete your mon proper tion of the appilanoe. you must obtain the servos of a professional 14. Do not operate appliance while under the Wensed knial er UmMw with all aspects of sale Influence of drugs or alcohol. and 00 Io NOT use or I& For further information on using your Insert rrranlcestiiR em bran IadwL safely, obtain a copy of the National Fire 4. It any parts are missing or delective.plus notify Protection Association(NM)pWJodku%utlft the dead or nmfiacturar Immediately DO NOT Coal and Wood Stomas Sam'NFPA No.148-10- OPERATE AN INSERT THAT 19 ME38M ANY 197&The address of the NFPA Is Banerymerch PARTSI pAYKY,MA 02269_ 5. WARNING:RSC OF FIRE.Observe the mkirrnum I& Ashes shMM rot be agwMW to acanntlate mom clearances to wmbts(see fi9ures 1-3)•Do than an Inch or two in hem.Die of aster In not Place furniture. nQ% aarpnt or other otlects a metal container with a tight Ong Ild.Keep the wf M the clearance area dosed container on a.mx=nbustide floor or on 6. WARNING:RISK OF Fes.DO NOT sore wood, the ground,well wq from all combuslible materl- flarnmable liquids or other came material als. Kespi the ashes M the dosed container until withM mlNmum dearance dimeslorm Reser to all cinders have thoroughly coop.The ashes may c torrlabel on unit and referenceliMm 1-3 be buried In the ground or ploked up by a rhe in this marntai. collector. 7. Do not tamper with combustion air contid beyond 17. Thepaintusedo nycuurinsw maygWedfanoMancV normal adAntment capacities. or odor during the first fires.This may occur during S. Always conned this insert to a rr and vent �Paird 12 to thlswE�reoccur.P� 15 fires urd the paint hag MRS&Aft to the outside.Never Vent to arab room,c�wi- space, or Inside a luldirg, DO NOT CONNECT sots with kng conditions or owners of surs©epdble THIS UNiTTO A CHIMNEY FLUE SERVING AN- domestic pets (such as birds) should take OTHER APPLIANCE went precautions.Open wkKkms and doors as 9. DO NOT conmsd a wood burning appliancs to an needed to dear s and odor. ff the Insert is aluminum Type B gas vent.This is not sale. Use ovarrred,pmt discoloration will ocan: approved masonry or a UL 103 HT(US) Lid 1& This Insert has a painted surface which Residential 7W*and Briding Haft Appliance is durable but it will not stand rough handling Chknney.Use a W diarruer chimney,flat is tight or abuse,When Installing your art, use care enough to gita a good drag. M harming. Clean with soap and warm water 10. Be sure flat your ddmtW Is sally oonetruc led when Insert is not hot Do not use any acids anis M good repair Have the chimney Inspected Orswuring 8081%as solvents year and dull by the fire department or a qt ied Your anos company should be alb to rid 19. firebox may become slightly dis- a qualified torted after a period of use.A slight disllordon wilt 11. Creosote or soot may build up In the c hImn y late not affect the operation of the Insert and chimney+and cam a houmMk ltdktg f& in- 20• CAIFFIOM.HOTSURRICEL Do notawch during ft and day itce mordly - oPwaftLftleappllance loin operon,all per- durirg the tag sir and dean It necessary �o adete pie Page 2 iTRoo4 coLoWL- TI 4M 106120.0 mm h*rL4—-vff&wpmn.=mum Te&Rvw 9-Rimm7-RBBB SAFETY INSTRUC77ONS continued... -sons especially young dddren should be abed ROTE: A PROFE�tONAL, LICA MEAT- to the hazards from high eralmem Keep air from a hot appliance io amid bums or ING AND COOLING CONTRACTOR SHOW.D clothing WdftL I BE CONSULTED IF YOU HAVE QUESTIONS 21. CAU71ON: HOT SURFACES. Keep c dmm REGARDING THE INSTALLATION OF THIS away. if smart children will be in".Sam roan SOLID RE'BUIMM ARPLJANCE as the appliance during operation, provide a sturdy barrier lo keep them at a safe distance from the Insert. NEVER LEAVE SMALL CHILDREN UNSUPERVISED WHENTHEY ARE IN THE SAME ROOM ASTHE APPLIANCE 22. Keep area around the appliance dear and has from all combustible rr and other I mug de vapors and kWkNL 23. To prevent burns always wear protective clothing, leather hearth gloves and eye protection. 24. WARNING: RSC OF FIRE Vie In operefian, keep the feed door dosed and secured ataltimes except while tending the fire. 25. Do not over fire the Insert Over firing will occur If the feed door is left open during operation. Such actions can result in very dangerous opermV cow 25. DO NOT ELEVATE FIREI Build fin directly on the bottom of the f reb=This aper we has not been test with the use of grates, arxWOrw, or other means of e1wivilng fin area should not be used. 27. All power cords and electrical appliances and/or assemblies must be kept outside of the cte uance dimensions shown M this manual for combustible materlak 7RW4M 10612 .0 TF1004 COLON ALIN page 3 TnmFra+I-MV.RR7-PAU TABLE OF CONTENTS Product Dimensions .aNNN.a..o.•••a.a..a.a..5 n ROW Chimney Cordon NR.aaaaa.Na,aia.a. .N.a.ara.rr.ara.m.N.,6 Minimum Ckwances to Canb t - MMMrhft V a Floor Protector .,_,,.„,.,a. 7 Tools and 111100fl8ft Reciuked for o�,aaaa.............„,..NNN.....N..N.a..8 Amemb y ll' -whnlcuons Chimney ConnecOon N..R.N.a.p.aNaa.N 8 ChimneyConnectiontl.a.aiR.NiN.i..a..Rr.R.r.ra.....N...R..a...a.i...NaiMr.R.af.9 Fac 9 sseaft � ••eb ■ck A 9 hlmneyY0M onWUmR....Raa..a.R.a.N..rNr..m.r.aR...Nar.a.ar aa.a.aw.ar.a 1O Operating Ineftneilons House Fir®Dards,OperstMg PI Werner11 a Wood Opdmel Fuel Conaunplion ma..N,aRR...a 11 SUM ng a Rr%Adding Fuel......sra.arrR. m....a.aia aNaa. 12 Sloww on rrrr..Nw.N.N....raa..rN.aaw.ara.a.a..arwa..aara.w.....r.a 13 Service HInts CMOSOW Removal on, 01, i.ara.aa..N..a.arai.r.a.N.aNR 13 ChimneyDraft.Mt.Raa.a....R.a,q ..aa.....,a...............WR 13 Qty Care&Reploxmi O rar....,arrN.., 1 Parts-Colonlaim ---a-- -p-a- a.a.a. 15 16 Partps�-®Iris Door(®mss i nt)a....,r..aR,..,.a,arN...a.N...N••aaaa..a.R Blower Wiring Floor PWtector Caluladong a■.a.N 17 .Page 4 iTRooa COLoNL&- M—rMt„M-Pfbnm /061209.0 - Mtn•/Ia�wr nnrt�n,m T..n t--. .... ---- n COLON/ALTm DIMENSIONS 277/slm/6n.lmm r—UlAs iR/ 4080a�.d�n, �I 22 2/4 Ind %5.2mm 4 7A in./123Bmm 1516[n./3939ivm TR004M/081208.0 TR004 COI ONIALT/Pap$ ��own Td�Rft 1 -8454 JUS 24. 2013 1:33FV • RASHERS PRIUING Na 051 r 3 ' PRL--IIVS'TJ4t�7�i REl,�t1/ � f PL.AI�t tlld�l S. Fm*ftm OPE" A nom► ttt nnaet nit code .�--�-�' .eclulrma.ldd Fire Pram fin. (NFA 01,cw*a oqdwJmtfor a eab haWkdwL Contact a moftoomaL Umnsed beWw,ymr ImW buMM OmPector or the local fire tadtoft for 8 tends r�b�lent9 lh ymr a�.lfOur Eos � sh=l be able to -daqwMdftpedm s ln�s� 3 z - i. t eelum—ld ndWON my Ammmv- ry*"ftwwdd*mwRftWbsm i epw - tokoldamcfefthIm.%BMWCMft Imes tc.amooft depoift bkmkw s terns ttlmT'be d Paw tn-dobdomVw oubowL 00 h tOtut�� -�:��:��:��_-'=•= � Wr AVE ar UOR' R*= plials - - Oft u L l M AI Pip ole� 2 Chkow t (1l dmeier.mddmal6fLmk ueuimsize is d a bakwdedbumbamomm d*rt WheWntemMfromftfmpof appgwwbf to to the toDefisditnetthboop Mogftd al Ttt>$ ftl*ditft tend W*sBwd= hNM3Radwe#MnaCIWda kmd2lL do comoodWcoad"MnlnthechkmoyoonWdfu NOW PM YMn 10 R of to ddnvmy t*Gne ammYmwkmWbuffftivpmrin artmaudwft lw YemmommoaftNsp dheeebl ortonvdmd ercltler L Two ChWams or INN -1 -in i Fkadow MmewmacaftodweamobfOrmsm Tl OW .090 mma the atot i smegm2 tm►bult nm done mm be mod l:lit. ei*lbpifbn.._...is ow t ie for tad b d user ommnsp=at be F Int. to 1 ....,_...21-7r at 7 taaa=noda%a (Lwfs lNm-9,w coffloyntoplMdullandift t WLFmrw e• Q*SN'UU'XUFNMMU Pwbll0can besll ouplacei ti-e dww peft sormMengin and dft end back Muft ►per)ate/u be fW*S&TbW wands pas mW be sbwM ow rmwlY wmNdft ibr"at. of WW- arta that radar tt'm mmemb B ibr E P Mbed by fhe bmWw that son to&qgm b _. . �motored to - 3- �.tAedt�Pe �t�rfnttperlt '"j � N tttM be abs b be umwad for npftbvFGdm - be 10 2 �scol�aii� yM INW ire and bid itg cad= 7. Ali en�t-1i� an UnmTmm=lbvoW%*bfor Mbnpmft of mdmw&?aaperaoa bwft=W tom. bwW a smonum swrdm mosmoiffftinsom I lsabdftooft sthet aw ftm ge as mbar at go qvftm to airMV*VdfWsepW tmmofft 't bay mud to tit tl�d to — fiffiflonlobwft iort. � � PhPii ,m . ..r„ Tllpgi�p JUN- 24- 2013 1:34PM SLASHER$ PSINTIN6 NU 4951 r. 4 a. &MV OmMW d show evft a T(* =MtdWaAt andfradn= Of back putthtg. OWN FOR-M& UNSOM a� IIIIMMII mqdm mmli ,Fbr*d neumaimamn. a or ameaft std In the I" ded bw1rm doom Cowin m+ea. It top d lm l%fid.A s h Upw"a-ubObwardoorant►dees OdmPlar llas<lecool--- midst' cols�'(het �l dxm 9 We m or vj Iftm of ow �be trued lie Aae sow C. Tlsi big� d OE1 awal®d b 8llox ar �ft liner to dt� OMtar hses b �ote>itsboac G a�Ibr a d. an Wildown In ft must be pmmm*11S-1 t"a IlinklNglf O Oft. VQ� atmhOMMMML mi e. The &J'Wh g has a v on system lDdt fthomsn sM t K arwe eppitanaedoes i O br gang a b a ft lass drt a be*-*aft � P able e& who mance antdborddbearaict8d. tv� FLOMPWIECIOR 1/®Ii1'�IQ{DRAFT)i-MI2 A soea nomaombvseble%W, rn julglu w sold m&- ThodVwnWlknbaot oo�q nt�othe paper MW� d p'loe rslft of ft bodyof#m OW eNdent moa d arg►hsaEg app�+oa,i low ON llo•R at the iboe of Ilte tnSsrG fids M Mado not arsde dam,daft R Pud tad by oubl a floor proWlor Sr wide by W .deep mar aolamn WPa)atthets Clam d.1 as min OW 8 i�wWUr�theee 1nnn o be so NN whh a bw moor WAMUN0a R18K OF FIRE - BXCESOM putedcr h ae Wer Modal!L aMM ORW CAN CAM 011!?R FMM AnD POS. or equlvgm#va W R (IYom W cgmgft OWE srRUCTURE FML 00 NOT OSE Rmhm of doraom mambb ase f+00er pmbftr APPUAMM VAM Min O W-T D(t at;ft ba*a! tnay 0.961a.16a{O.f Ply. A cel boor ob OW meas beat cOdimadOomWmumD.24R4mdormqowmftlg TO WkVm pVrd*1md*meymmtM of Maduraftequlivimt hates n lAl RINK OF FML 00 NOT AUA* 1lomNoof (1511LOW howftmtopuf &MUMS{iWIFET,FilR - 8ppdenos}.�inwri at>�e rod ftp M pt,�ON OR C OUM e (aRjabosa point �AtL LL al rod vdodn a 10 Vqn> d caw WEALS�lST I OFTHE cMWWGonn�or�ssaotinn d t D)bIHMBKNYa. _ a a 6r v& ��,,, 7ii09t1�Qgr� 7 seam TiiRrr.*- a ,SUR. 24. 2013 1:34 SLASHER$ PRINTING 4yti t r' AA& �'l1 �l.Y NiSTRUCTIOM ► ad a � iraloe rsJ� eraao AW um TOMAtm FWD ems MOM q thefiftmim ,sedsde�paw•aaowd • eteot�otetag t ar qoa vt wx=-= I d dee t�8f • 1�t8 a admM Linen Cmdmo ftd d&MW VW(W • o�ltendo��eetele • �•da.p�t�norsesetens�e� � (ma�tsika��s� f • sea.Nad..d�@+t�bane � �'��6aaw�a • tgeeel�pdMrpt >d�tantABbcteA p� Naoina�eAd411�dCade7B .-a&"Gloom ori CJY11 M=MffONFAnu m HAVE ANTE HELP AM USE PROM LFTM I ECIRSOM Tw omem I. tart tom$popowd4pow of _ - •'*•'�` i6ar page2. SNAMM . 2. tri a it(In=)mtrd ' oast oiaM cMmmy I=bob to 1 4 119 ' mar 'iia tib'nwo acbnd to that top d in Uws* d&mwy titmommoRm nwOUL17" FblowMwff mawmwmkumxfta lodualow 3. Rmow or kmt to tmpim dmqw in the opt ammhomobowh rsathasdrtpegs ttb doss dot mwJm sty =Wmb gown of the a 1119 1 API in or chkmW fir reduces rMond bAft des.Cam ul&W MW `• r bLdmft arft aumofthofmdft oft a thxreft tta3 rewom at I CLWAVNM amow ll 'lnftlbob 6 WWWO AW a an awpow Mlip, Mmo~IP ofhs�rtA�' OPI�s fia Alset. - �mtr�.erce■ r rt etre b ardptlio�r��baoRd its t on chk#MW ow to tae newt UM9 a vt bowoa in the to +e m a ad g wah a mint- of two(3)dowt mdd mum Tim limn i. P tae tnmt kft tho ftpb P,opoI we T bs d be mW(ar m snot ttatop ffpdtheairbBoummh+e twwrGram ttiet aaitaaftirsi�raat� bre- aVowoondsomagmandfarn enoulgibdrabboW y tkect pow goad of tin to did sista of aft ft fig" " foram d wnoncgmarover lbpMM L !ate ft 41m vM be 80MOV gt gm dwft=wnft7avhwpbb=m&bafaWWq Mffafftdppgmm _ pw we�amt,�r S/T�Iptl �. "�•an 7II+Odf2t�Q mig allppMoNedolinidge>Sntto I t&Tim fusoft moom ft b hW In om int UQ 11. fttop pod(1)Oft ddb pew(2)soft op hqp d f@ lop of d1w amm d do knert top soft=welt1 b af0 emdm ft=W 12 A=emMetatimfim m6 ct8(Et 4I.CmwdPwm ofbiofttahs growded nmW d6.09447hm MOM by tM 17. aftuft flis bB d 1w Om wd nd. Them s1e kft to d+a ed at be bo*of 11ts bt pt dkn Vtmt ft efltun t Gwed tit fo stmm-ws("M antsm7forpmpo orwommampodwhig. eachpbm Qat MW*4ltMGMOSW di ► 6, bnorm *awl FACEKAU 6, CAUnMMBKOFFML A .Y DEPOW FIRM 9, GAMROS ONEMOPMMAPPUAMKMMMMM ORF . •I(E�P-60-MMS AND On=COIIBtM. TM MWELVA AWAY FOM TM WOW ,AMM A4Vw rx4- t t�vF►as 1 � �:gyp w 9i~4 �lWi fLA'eA' 13.The trkn sftw tm#W fMe y ad 14 ftFnepkftAsmIsn�dot+Srttt�t 'A a ; _ T Main A at�t�of a t�ht�od � 1' Fq=6-An Is FA[O"MSFJWM =P hoowd T"lap saw 7b-SAV4 -- ' °a JUN. 14. 2413 1:35PU SLASHERS PRINTTI16 OWNEYPE€ Tla1 VS Thbupplimm Ommigs toadSWdM 10a n ►—SY M LVW tiWmBgas uLj77T,wldOh fiamje kdox ons.it the must go t tough comb*mdinsWQ* -,Oam q%ftqmWsod= 8 ambedW ad lie afth the emb Hdsd ant o FrAbus psgw cmWaquaftd ard6mWdederregaft �P ++irea p mpg I In to mmet ad boat bdft sad ane tI. Ib a m of ami al�dtius germs The OMMIGIM must in to b- s� ta �� ,. cat eadS�ecodes and Mite of 1�1 2). The a*to be 'sdrrafrodo dch aim GQW �fEStee�sba cpetdn@in%elan dit mTmly into to to pry aar buftn b I doWltVgW Thb area rates on ramal dnOb apetJIa NOnM prasbb a aN*gSh ab uftitm r roan mm where the n wWa Fal"iado sDmfr arae artud andbepo atter somas *eardeaft UF agraa► YDWlnWftftWdmrWn maN daft 1BprovNed SFr by thPTo asides l dmglw Tt Wrest tits tiu+s ndrd�n h t FRI inftM&A dr8ftafOAS ={mea. aeedinmMrc0k=Ob farp dnftgto a- ta* fte 1AlRe mdto Pew(amen fD rnsme**we Mainly a le at own dam od in MNOMW lb nw or Fats audt as aft baro"Oft pt se,Item tMW rain and ct*mW Umpmom emu ireoe an adsars e9t on the drat The amnubekoer camm bs hW re"Mm"for 1 I to des em Shod yam,hmapraMm wM sfld wntacta trg�d coolltgImmin for eashOmme in softft the Problem MWORUWmmftvftNftjkft t. Ws iO tD BPPft=aftt This dM M*dF988MMWMW'dWfi9Wffm 2 ftw MMM this unit Ib a on. other r mW4Q Wftumh ht RIM 4, Nmw us a d*mW b vgnW'ft a cdff crfuse• 6� Contact your local building authority &r 8PPMWd rtteth t of kohMMIlon stat mW nomm" Soar ftweamm s dss the ftvw #W il ate!nwe NW repaft MoNd1lobeSMIMMVIOUMAsivOMMOOpm. st�i the iitsm't amaMY GXL in� 8h"P'P*4"MWYSUVArMMIon Pie 18/Tran, t � OPERATING INSTRUCTIONS OAUTKW.HOUSE FIRE HAZARDS This alAP1-0-09 Is to bum DO NOT STOREWDOD ON FLOW PROTEC- WOOD FUEL ONLY! TOR, UNDERNEATH STOVEPIPES) IF AP- �,lrto 1S',should be split a d airdried � PLICABLE,OR ANYWHERE WITHIN MINIMUM )for 6 n to obtain mmftum b ef- CLEARANCES FROM COMBUSTIBLE SUR- ►-1Nood d stored a dry, well ventilated FACES QED FORTHIS APPLIANCEare ' • OVERFIRING MAY CAUSE A HOUSE FIRE. SCE USE SOLIDWOODUATEMALS ONLY. YOU ARE OVERFIRING IF A UNIT GLOWS DO NOT BURN GARBAGE OR SLE RED FLUIDS DO NOT USE SAL.THIS INWff IS NOT DESIGNED TO THE AIR FLOW (DRAFT) NEtARIf TO PROPERLY BURN COAL OR COAL PRODUCTS DO NOT OPERATE SAFETY PRECAUTIONS ELEVATE FIRE OR USE GRATES OR AND- 1. NEVER OVERFIRE TiSS APPLIANCE BYBUILD FIRE DIRECTLY ON BOTTOM BUILDING EXCESSIVELY HOT FIRES AS A OF FIREBOX HOUSEBUILDING FIRE MAY RESULT.YOU ARE OVERFIRING THE APPLIANCE IF IT C" AAL FUEL CONSULVYT N BEGINSTO GLOW ORTURN RED: This insert Is designed to get the most efficient 2 NEVER BUILD EXTREMELY LARGE FIRES tram of heat energy Iran the wood fuel and radia IN THIS TYPE OF APPLIANACE AS DAMAGE it kft your MV orwironment The tine boot ftoduces TO THE FIREBOX OR SMOKE LEAKAGE MAYcombustion air#vrough three sources;(1)Immediately beneath the doe RESULT r Ply Air Ori( ) The door air k t con- DO NOT BUILD FIRE TOO CLOSE TO trod brings air into the firebox and controls the rata of GLASS. burn(and the amount of heat the lhSert rte), (3) 4. UNIT IS LOT WHILE IN OPERATION. KEEP The secondary air tis at the top of the*ebmc are tHILDREN,CLQ AND FURNITURE AWAY. des4nedtoOftOocmftntbngam(smdm)ghnn CONTACT MAY CAUSE SKIN BURNS.DO NOT cg by the burning wood anti inareases the allolency of TOUCHTHE APPLIANCE AFTER FIRAN UNTIL the Insert and reduces IT HAS COOLED S0110100 Ow off by btrning fuel carsists of very ill ori N9oid drops.911 ese caxlerwe. S.PROVIDE AM KM7HE ROOM FOR P #y stn a sticky ta-Bce substance c docs creosote. COMBUSTION. When operated Properly,this ltsert Is designed to turn & INSPECT CHIMNEY LINER EVERY SD DAT& tiro drophft Bumklg these dropleft releases heat REPLACE MATELY IF LIQ IS G thiftwould otherwise be lbetupthechimneyaS smoke. OR LEAD SMOKE INTOTHE ROOK Followhig to kwhictions bar will help you operate Your InSert PFOPerly to rre the insert's perfor- mance.Dual peribrinance Is dependent on chimney weather, 109 SIM wood species and moisture WARNING:EXPLOSION HA7ARD corftriL Sante a +wN I be required NEVER USE CHEMICALS, GASOLINE, t0*dthat' 'wl�l�l fw�rmsbat. GASOLINE-TYPE LANTERN FUEL,ICSnwn The fiAlowing will ghe you a point to find your CHARCOAL LIGHTER FLUID, OR SIMILAR When firer loadhV fue,set the door air inlet control FLAMMABLE IJSADS TO START OR at the rte open position for at least 15-M minutes. EN-UP"A FIRE BI THE STOVE. WhenPropeffyyou should be able • KEEP ALL FLAMMABLE LIQUIDS, toobswwwwndwywffftWonftmesdwmftfim ESPECIALLY GASOLINE, OUT OF THE places in frond of the secondary&tubes at the top of V14MM Y OF THE STOVE—WHETHER IN USE the*ebo x These se=Wary#ffl S d Cof>tirtue to OR IN STORAGE burn after the Primary air inlet IS reset from vile open to the desked opera" 301ft or � alr oonb�Dlg Me ffames do not ato re-estabiish the Corte�pege TRooaNl/osnaoso TRo04 coLO�itnL*r!Page 11 MnrthBnaFne�msen esnn tdh►-Nirwv eron Twp G....�600 Oa9 na• OPERATING INSTRU 77ONS continued s • r mmdwYftmntmdowiyfeMftalrom*dtDft 7. tie iuel has bow Waded, die#0 doffark figure you OIL MR or"�,find to leave the air irk o ops urs fire iswellg (at 15-a mintrths)being cared "sweet spot''and the corm m k of prone*m to get not to osw fire(6 any of the oftrior parts of the there,oniy mor O*Xbmft Will be races rt', hm"or d*MW cam begin to gam►you The best IndicabDr of a properly operaft irsert is are ovor firing the insert'. to look for smoke owning out of the c you may & pa.900 the door air stet coWd to defied bum sem stemn that wM quk*ly MUL(6 61MOSSIM srrnoles Es the flbk,open air wig thin but WnftMtodrift wittouttot* Inn contra9110hilyuntliftnes resume and wood If you do deice smoke emissions,open the air control. Is Mdk* *ignll ed.)The bast nde of thumb is a tittle bit, tet the kit adjust for 10-15 minutes and "dosed-IoK`half way open-mwMDnr arW"rtiy re-check your chimney, Remember--tom@ iia open-11W reprem lost heat NWICE-INITIAL:BUFMTO CURE PAINT. ADDINQ FUEL 1#the cosi bed iss not hot and gtowMM rake the coals BECAUSE OF THE HIGH OPERATING thttokwoftlokmwtdowthedoorwda*wthsal TEMPERATURES, THIS INSERT USES bftcontrol tothe+ n posillon.Let the coals re- A SPECIAL HIGH-TEMP PAINT WHICH taatfor 10-15 WhUbm hen game gl wbng.spread REQUIRES A SERIES OF BURNS TO Own out and piece your red fuel Wad Into the Insert CURE THE PAINT FOR DURABILITY AND ( sure no coals or a blodc the Lt%0).Leave A LiFE71ME OF SERVICE. the door&m control In the openposition for inutm Fuel Wad size can vary but stould be kept 1-2 Proper curing of the high-temp paint Inches bcOwttosecondsyair .Also positionthe requires a series of three Initial burns.The insert fuel tc so the air kom the inlet can work should be allowed to cool off between each burn. down betwamthoplecesofftJOLThis reduces the time The first two bums should be small fires and low it tales foy new fuel to burn properly. temperatures (250 degrees F) for a duration of 1. 1 I control tD 20 minutes each. The third fire should beat a open fin. When fire � slowly and the fully ffwdkm-fth temperature(500 F ID 700 F)for 2o min- lrtes. Provide al8quuete Cross VWdMM to c�sar 811y carefully q3en the door.This paxodureill smolm or odor c m by Intel firing, gas �lame spl� STARTING A FIRE esban Wiling=MV smols age- Z Add fuel beingcarelul not to overload or overilre the humat 1. Set air ink control th fully open per. 3. VYhsn adding fns be careful not to smother the fire. 2. Open the door and pie several wads of crushed Do not build few against glass and make sure the paper in the tlebmL coal bed does not obsbuci the air lore. 3. Cover the paper with a90F==aamdof kin- 4 Close the feed door amus Mme tights dttng in a teepeg fashIan and a flew small places of 5. Adpo the air inlet control asdescribed above. 6. Empty ashes regularly. Do not allow ashes 4. ignite to paper and leave the door open slgft to pile up (see Safety Instructions #16 on DO NOT LEAVE IINSEITr UNATTENDED MH pW 2.) DOOR OPEN1 7. Properly dispose of hot ashes (see Safety 5. Add ply of wood the fire program ISIru0110rs,Ilem#16 on page Z) being careful not to omrkxmL (Do not f® fireb" & Do not overtire the Insert (overHri ng is when area.)A klsal coal bed of 1 -20 any part of the insert exterior or chimney should be established to achlove optimum ance P erfor- m )• 6. This unit is designed b fiuclton most e yFiSUPPLY UTION: DO NOT OVERFlIE APPLIANCE. when air Is allowed cis s to all areas of theRE AOl/EMt�IF ANY PART OF THE fir+ebwL TW*if m or coals remain re in fla amort, 'GW=RED-CLQTHE DOOR AND n8ce sure m char them away from the Lower pri. T DAAI>� TEYWTHE �Y AirXPAP) and rales a slight(1-W-2 AND SLOW DMN THE Fes. bedfrom front to back prior the fits. Pale 12/TR004 C.OLOMALm N-ff'ffnP%P .Y.m 'TRWW/081209 0 Tr&Awa 1-&%%Awy oecA OPENING continual, , , CHIMNEY AMWEN4NCE Bice W opwation PreverMag gine BUNdup The varleMespeed Nowordroulates airy bythe 1. Burn with air control open for semal n*K tes at firebox kb the living area to dkbftft the treat more numerous Interim tit the day during the evenly.The bower control bob Is boated on the side healing sAort, being cel not to overrm the Of the bWW totslrg. unit Un the kn0b clockwise to tum the Now on.The 2 Burn insertwith a r inist wW wbeopenfor 15-Eo speed Is controlled by turf"the knob,dockvA a for mit every time you apply hash wood.This sbiarspeeft ar d wurftr-c��torr speeds. dows wood to achim the charcoal side meter To turn the blower oft,tum the speed control knob ft* and burns wood vapors wfddt might otherwise be coy -dodo.it Is record totum the within the healing system. off when the unit Is not in operadan. 3 BURN ONLY SEASONED WOOD.Avd d big wator green wood.Sessonied wand has been died CHIMNEY MAINTENANCE 4. A��oto a large smoldering one to can deposit creosote within the heaft CAUTION: SLOW BURNING FIRES AND EXTENDED USE MAY CAUSE EXCES- 5- Estubiish a routin for the tag of fuel,wood SIVE CREOSOTE BUILDUP. IGNITION OF burner and 9 technique.Check daily for treo- CREOSOTE OR OVER FIRING MAY CAUSE sob bufiklup,urs eqxwlence shows how often you A CHIMNEY FIRE. CHIMNEY FIRES BURN need to dew forsateoperation.Be aware that the EXTREMELY HOT AND MAY IGNITE SUR- hath thef4e,the less creosote Is deposited,and ROUNDING MATERIALS. IN CASE OF A viaftdeanbWmayboneemaryinmldwea#w COY FIRE CALLTHE FIRE DEPARTMENT evert may be enough In ME EDIATELY. cow 11MAN s. CREOSM_Fbmsatkm IBId Ren vid WARNING: IN CASE OF CHIMNEY FIRE; When woad is burned slowly,it produces tar and other (1) CLOSE AIR INLET CONTROL, (2) GET organic vapors which combine with aqw1led node OUT OF THE HOUSE, (3) CALL THE FIRE to form cxeosote.The creosote vapors corms In the DEPARTMENT. role& ►cod chimney flus of a slate to and can accunudeleontheflueffift.tf Igrdh4 this creates Chhnney an ex'remelr hat fire in the ddm rW whit mayWftNOMA DRAFT READS OF o.05 TO 0.06W C surrounding materials resuftV In a bulldbng the (WATER COLUMN)113 REOIrIRED FOR PROPER The chirnneycorovactorand chimney3hould chimneybe BLIFINV G OF THIS INSERT: ed(at bM)twice,a month during the heating season to determine ff a t has occurred. t#it Draft is a function of the chimney, NOT THE has,it should be rte.Fare to remove emote H1SERT—dorotexp�thettodraa�Snalaesppl- may result In igrddm and may cam ahousefixAding age Into the house oreo==bu1dupof condensation or fire.Creosote may be rarosed ening a In the chimney are that the chimney or commonly m from your brei le � e hardware retaller. using the beat FoRwAV are some pose came Chimney fires burn very hot ff the unit or chiminey for improper draIL 1. The connector connecbr should gam►red, reduce the firs by otoconnector trot p[M may be pushed too Thr, draft Into the 2 It the car Is operstirg too cool,water will con- CAUTION:A CHIMNEY FIRE MAY CAUSE NUM- dense In the chimney and run beck Into the insert. TION OF WALL STUDS OR RAS WHICHf ormation will ti Creosote be rapid and may c WERE QED 70 BE A SAFE DISTANCE the chimney.Operate the huM at a*a level high FROM THE CHIMNEY. IF A CHIMNEY FIRE enough to keep the chlrnney warn poienting this HAS OCCURRED, HAVE YOUR CHIMNEY tN- 8. ff ib>e fire bwrre well but soineftm creams e» USING AGAML she smoke or bums sbw* It may be caused by A fire In the firebox may be arm by pouring a the ch1mrW top being bow that armlim part of Lvge quenMyof coarse=. soda. s the hotweoranearbyomThewktd b mer a on top of the lim Qn&wdex seq~ TR004M/0612W.0 TRM COI.ONIAI."'/Page 13 � �„ Mhrt/wrw r�h�,R,neoa.�n Tnnc.,a 1-av-rare SERVICE HINTS hares or tree falls on top of the c hlainey Me water & Virn to length and butt ends tom am a dam, bearing down the s n km The top of 7. papisog glass irno door, being we not to over- the cirkmay stain beat Three(3)fet above t{gden sty and gyp, the roof and be at Wastboo(2)Leet higherthan any point of the rod within Un(10)feeL qffer aftus%the g nW rr l w"proves GLASS CARE �to beand i seal may lose Ws ray and will Ir x gloms and door gaskets The following usage and safety tips should be ob. Pully to erwtme Proper see,It gasimb beoome served: frayed or worn,replace may. 1. Irk the glass ray for aada and breaks. 0 you detW a aadc or break, wOujulah the fire Door -Re t Pnor�edure: Iou�fs" and contact the manutadutrer fiat a 1. Ensure appliance Is not in operation and is thoroughly cooled. 2. Do not slanrthedooror thegk. 2. pmnum old doff gWWand car c hannsi. IAWcerr Closing dors,rule sure#0 logs or other g. {ung an approved, high temperature gasket do not PrOWft to hmpact the glass. ceirent,apply a iter coat In boulom of channel. 3. 00 not build AM agate(or that rnight fall agalnsQ 4 8tMjkV at side of door, workgaMotho the glass. channel around door unit, end Trott and trim to 4. Do not dean the glass with rnamriais that may lengtksaatdt(,oro1hwwlsedm"p)1*gW&Scr31Ch9B 5. 4 dog awl at�iA►lttre@ fi0 tmtu5 t�c t on the glass can develop Into cracks or brealm dun- to set betone appkmmIng operation. 5. Never allempt to dean the glass while the will Is Fat. if deposits are not very heavy, rrommi glass deaners are adequate wing a so% nonabrasive doming pad. Heavier deposits may be renaved with oven cleanom S. Nwor put substances which can oft agpiosk" In the unfit Even wriallaMftelonsin cordirad areas can blow out the glass. Gasket and Gds cleaning products we at kuaul retail hone centers Man ftck rens of dewft produces ler wood SOM indtufft A.W. Pmtdns Co. (waruv awperklrw.com) or Rutland Produces (water. rudand corn)- GLASS REPLACEMENT CAUTION:RePlacO,glees ONLY with 5mm High Tempora us cerurrmc ghs of the prupr fie. DO NOT USE tempered gds or double thlok_ nese window grass! Glees Replattement pr�oedur+t; 1. En re appliance Is not In operation and is thar. oughty cooled. 2. Rernove mew,and gds dip.(fte putts list and diagram.) 3. Lift glass out from gds dip. 4. Remove rid gasket and deem glass. 0- Rept new guM sWft atthe bottom of glass ed9M Wft sure to tanier gMW Page 14/TRw4 COLONIALn, BbvUdi -Fwwam rj n, TROMM/061209.0 TnUROm 1-qRRJW-a&qd JUN. 24. 2813 1:35PM SIASHESS PRINTING mL 472t r. 0 MUM-TRW Is Y ANEW When t Ot' Fes• ea Of VB . Pm►t ,�d P�►�Oo�tris �+d part �orfded t per. R�Noi. i�t� I II i I 02 ow 8ixew.Rest LVAft A4..._.2 t t 04 F5 Bbtter i of 9" Val"ap"ConhOL-1 8, 08 0406 AUMft 1 t7 12 07 0007 /0r' 181 08 0408 09 0409 ROerM1M -9 10 o4-io SOM Rs CIP8 10l 11 0411 FbeftM Bdit Fkwt ...i ' 12 wtg FbmboWdMftRM ...1 18 04.18 Fb 1 A FUeBftVk43d•�5 l0 Fk*Bftirx23- -1 R Fina9ftgrx$9r'..-- ...«.2 S RM BCk iWk214' 1 T F8e0ti*rX$Ni-...- ....6 14 0414 Fe0@ Ab"-- - ........- 2 1S 0415 Fbw Ft18et TOP .2 18 0415 Ift Lonme17 011-17 �t w aft t� 228 04'18 MwIft'11�,l ---•.....1 22 18 19 0418 LORI% � •1 20 041 comer —2 21 060 CWAIrB=kgt—i t4, ,fig'1 22 04 2 ; ' X819 -6 23 es 048 .e 94 HP-04tie 1 ti Jt 2D ?2 prtel918taet�ttp�ge 31Z 25 2 17 14 - �' ��° TSS 1 AgR�flL(Rd JUA. 24. 2013 1:36PM SIASHM PSINTINN 1U 4951 r. Y I�AR -TR0�4 t t.DN1141. H1R1fB Y' XSEW When vrds " mtmng or ropkwerrdw poft anww swa ow Nbmbw of an howl Aare �d�rt!lle .Use and tortes pr&*IW'b id i paft as 9495.w 29 �4r B i ftL PM Ift M 24 0424 ftw M ,�.._.w..r...1 0 04-M V 04.0 ameba NMI 28 VMM lrj go 06.0 R9WkwS 31 0441 �ft 816.- 1 32 � M ..N se VANE MAW KACX SLACK AIDTOR 7900MCM rano ILORUNMOM muumuu Iowa�m WILEW UMSUMAUL PVD 146 IWIM OOL&ML. "�••'" '�Q�A 1084108A T .Ra�e JUN. 24. 7913 T.-M SLASHERS FQINTIN NQ 495/ Y. 10 FLOW PW IWI R J1 ATE ML CAL. tr47'l� • This swnhom tamu*d 1btvOd aaaa bs =a$0or wj**v p�1 B e+os or GNP LafftmealmL IrdwamproN I,fm s v0dstd toe aot a &tae mey be Aboutaft a amalrbe"dwA*Cbft Mm=d C=hob* M&P AM I 6efi&�sio &me Impil it .Tle Piedwlmoper =d forawntoR-wjm 7bd if'dMnmgmao MgiWOdsaaj, 1. Caaaat %R a.R-vdwgkw—waowmWm===W bL kie gbm adt aid o)is R-MxT G.c4mcwbghvwit.uc 2. d*jt-WwQf jkwp a Uaafmnmft inebp i �camgm R�eed'laapmdmumhd(* ILFar iumsdgR safma Soong 3. Ifdasov�Redtl�8�rper '� �� tLoadoSoor Dskddonc mmmoli (R)m It a rpeceof rptote�mr 6931 ft* ak-jard0.8d, � �4e br�cwhhaGiaf 1.ZSaoeal/6�WaWboad ,rRd v*bO4w .=y25. R=IfC-=W 75-QM–Rd u$-hmb(o6I2lnmhmu1 "M1c =0.p RswWjgx41ZS=g.43I��Ta`tuR �3.-AdgR of lDSgatR of Rbri*+Fbmbk.bd-0.R1+8M1=IM,= tea:QmWMRayM=ibR RaYetam = 1.231 ig "2' Rlstaea R Vdu& "VDMs Ow required T /0612" �„VM 7F404t kmtp 17 G vtIlz �o► Z�IC�Qt� 2t14i�t1�a Ba "se� - '� L filen p14a�et7ot CK 2 ddmsiod a. STsia AffZ St r.l C t�`I 4 tE 4L 4 a.Q�d• _ i< ill. ndassa P 7 41L - _ MILt ----- .a�ar Z (1 s a. —P e.q�+�musaa SLUM IL no - +-Brle�im� L ltae�r}1r _ r— tRa19 Im i art—fib And g.,>y - - ssa. —" TL b-AWF bom" -�— otaw i. IM owpow lb. 3.0 �`- 061ke a.asaw '14. I �sbft a.toasealls�iea IL Ilerre�era�aeaar - � � � - Tip iY — wee �C 'it�-tom ,ere4ra+tma�„ r1. r. 3 L"cn SHIii - -� �o■�ea�: rirnos F v �een� �cs9�r � IL !EW - oft= ("Dumb* a� age Me age il�beoo� � . �aM— ao FAQIngReam _ - MOM arm ,�. New mma- oil W ead�a W � atl�bfR.�b t4lDmis�'R/ iW1iS �� . W ftrd • W�r MRXCNM 4=6 So �a 4W 4@311 f 4Q� 4WD 4m Mile ti _ Cali HARQUIS nFISIGN GR P, . lR CONDITIONING LOAD ESTIMATE PROJECT LEONARD WATSM RE M)ENMTE FOR 10 N.W.99 AVENUE DB WB %of DP GR/LB MA14L FL 33M) 92 79 75 NQ DATE 75 50.80 ADCr2M 7r*213 E 17 XXX XXX XXX ROOM SONS ROOM COMMONS DB WB %RH ALL R 44.0'x 4.17 FACTOR REM Qfi1l11ri1TY 95 100 1115 6TW10>Oit NOTES WINDOWS(prime wwmm only) s a Soulb or East 1 105 SF 45 50 55 4725 souavaed 1 0 SF 80 85 90 0 West 1 35 SF 100 105 110 3500 mold erest or Soutleast 1 0 SF 60 65 70 0 WINDOWS riot Trued above 233 SF 25 30 40 5825 WALLS(exposed to stm) - Light cmsbucdon bmdded 185 LF 35 40 45 6475 nor kmdged LF 70 80 90 0 H=W coroftwilon bsubded LF 40 50 60 0 rxm kwAded LF 50 60 70 0 BaERIOR WALLS(o0rsr9m above) 0 LF 35 45 55 0 PARTITIONS(adjacent to mmandL 0 LF 30 40 50 0 CEILINGS OR ROOFS 3 5 T 0 Uncomillioned space above SF Attic above kwulided 1990 SF 3 4 4 sm non butdated SF 10 13 15 0 No aft IMt root;kwulated SF 3 4 4 0 No Mic,flat root noir bmdabd SF 8 9 10 0 FLOORS uncondrAlonqd 0 3 5 7 0 donvtfttasWmmlftorsM) SF PEOPLE 3 EA 230 690 LIGHTS&ELECTRICAL EQUIPMENT 2000 WATrS 3.4 6800 OPENINGS TO SPACE 0 LF 300 0 VEN71LATION People x 10 or,air 30 dmgesfi CFM 14 410 TOTAL SENSIBLE LOAD 34285 VENTILATION People x 10 or,air 30 35 1050 dw 9F all rm CFM PEOPLE 3 EA 150 460 OTHER LATENT LOAD TOTAL LATENT LOAD Iwo TOTAL COOUM LOAD 35785 VENT"TiON DMTRAMON ' PLY AIR QUANT" x CFIWW. = 0 dwMesftwxvdkmofspamMAB x rmow"M,m kers x CFMfper.= tan( 0(Fee1afaw*xCFWlL r(CFM) Talar bin(CFE) 1790 CFM br. gueeT 1 OF 1 a ALLOAiMEMM e, mums csJs�T=7- : ai t®tet qtrccavu r-' mmwm-- r • to M � �'HBsfa�esm>H�a,�p s�s� �r 4 rLWNO I siAeeBdd��Btgr' eneeteaeb t� IUML IL POW 2 ififfiftimonvalmobw1 � )6QW d 4 �ffiaa 8 4 aed8mrae�attj 4 . I✓� r 4 �stlrpeaadat� � 5�� ag�Q - b. 6a. 7. ��a� s4 _ SOM a Aoorl ager � T_ 7G ' 9L IL tIS�ig IL 11P89eyaaaalA BI�9�' �'�'•A =—SOS aIbalim= L if aj L lie 1,M3 amombaw �� jw tL r� �® MAL l tilo �F 7 am SPIN= a1ka r � 1�—tib b. ! NBPF�OPIAH� 14 H=dftaftddbm- Houmor - t4 Ro � ---- GE IWALE1M " t{li�goraO�R d�eea.• �14alfi/1ee,+S� %dam l3 C/c ShAws ami 3 Fbm Fa,�ana�to�iiom a48 " ate. eas 8 IN RA IN oAm a �� uloaosdfooest�am isms°` '�mpss �1CtRt�e - �a6 ii;ii� u' AirioftoQm Ar "mstp_p6_uobQ Cod4p ins HWV—b �� - Iii AiiEe *mom IIFt iii nasi BeRe1s6# GMU* AosQe0�O 7� 409*gF-&W Oher{desoo�eje tili/k IF- gin, a�wsia►lma�oo aged sad�aa�wmfemtliod4raleaaql BmepYoa:Add soo+}as�sno�lmrea bCFi►ar69pesmnt. meR®omg(R@sIIf�ti1$ >E�Bd�f'� a�,atiol�aw�. ' M Dsg4s&Af#1 a leeicimeON 411p?�+'iii t�ts�ars�ad d�s�sbCda4t�flsB8�6m'SePtSii3T92 (4 Fbn gao mdim/aspa 0 0*" peed 'YledBfl®t 1� ftowff -Ampm"wm®a�eslRe lmatdossaat wiam�A90sei�gi iib (i9 ForalAersblbagimegia�idmsioE� mIMMEom• AWIVAM CXMMMEAMR Guam__ mom 4W mommovJam 40= . � ml Msk I" ,W,i golambapod&SM ams No silo I 409 1 aea' �,c�gq�►edao�Qoe�--e�e�rco v�naw CA IRQUIS SIGN GROUP, INC. IR CONDITIONING LOAD ESTIMATE PROJECT LEONARD WATSON RESIDENCE ESTIMATE FOR 165 N.W.99 AVENUE NS DB WB %RH DP GRILB P W-%FL 33150 IDE 92 79 75 OB NO. DATE ROOM 75 50-60 ADG-2121 7/3/2013 DIFFERENCE 17 XXX XXX XXX ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH ALL RESIDENCE 44.V x 44.V ITEM QUANTITY FACTOR BTWHOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 1 105 SF 45 50 55 4725 Southwest 1 0 SF 80 85 90 0 West 1 35 SF 100 105 110 3500 Northwest or Southeast 1 0 SF 60 65 70 0 WINDOWS(not included above) 233 SF 25 30 40 5825 WALLS(e)posed to sun) Light construction insulated 185 LF 35 40 45 6475 non insulated LF 70 80 90 0 Heavy construction insulated LF 40 50 60 0 non Insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 0 LF 35 45 55 0 PARTITIONS(adjacent to uncend.space) 0 LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 1950 SF 3 4 4 511150 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non ululated SF 8 9 10 0 FLOORS (above uncondittioned space, 0 3 5 7 0 do not figure ground floor slab) SF PEOPLE 3 EA 230 690 LIGHTS&ELECTRICAL EQUIPMENT 2000 WATTS 3.4 sm OPENINGS TO UNCONDITIONED SPACE 0 LF 300 0 VENTILATION People x 10 or,air 30 14 420 charWs/hr/60 CFM TOTAL SENSIBLE LOAD 34285 VENTILATION People x 10 or,air 30 35 10w dhan9esftr/f CFM PEOPLE 3 EA 150 450 OTHER LATENT LOAD TOTAL LATENT LOAD 1500 TOTAL COOLING LOAD 35785 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = 0 Air cluMewbour x volume of space/60 60 1 A8 x Non-smokers x CFM/per.= Exhaust fan(CFM) 60 Crack(Feet of crack x CFMfIL Total ventilation(CFM) Total Infiibadon(CRM 1790 CFM prepared by: SHEET 1 OF 1 Joe 1-tib GERALD F. DE MARCO, ARCHITECT + 8925 SW 148th Street Suite 108 SHEErmo. or MIAMI, FLORIDA 33176 GA CULATID ev DATE (305) 255-2999 aD av DATE SCAM + _ t 7- , S44 lu I� 0 /� �h ! Icidply 44 PJ ! + ! _ ! t j-- s E _ i i : i 2 i F i i ! - - - - Mtn - - - - ' ' �rvtt O i ...... — - -=-- — — -- ii , E ! + x i : ! i ! i i i i { i GERALD F. DE MARCO, ARCHITECT 8925 SW 148th Street Suite 108 SHMMO. � °F MIAMI, FLORIDA 33176 �a.AT®av DATE ' l (305) 255-2999 CHECKD 8v DATE SMLE i ........... NU V l U UAI� S S w!I� '\f�+ f ' �` �,J� r!V ILO ^ �ni � 'j�ad• _.>— : UkUJ ----------- .......... ------ - -- - ��. - -- - -- - I Com. AkVu _ --=-t- - -=-- -- - _ - ¢w - -- - At Aim� .. . . .. -. .. t _ 'moi 4 i i �- : : � ... t 4 �� ItX _ �}w14 , _ T { GERALD F. DE MARCO} ARCHITECT of 8925 SW 148th Street Suite 108 t MIAMI, FLORIDA 33176 ca.ciuATM (305) 255-2999 CHECK a er oa'W SCAM --- - ►gid VA- y vi —' ►# iAq �;' T ,3 r... ; ; r 44 oil Vc j e , .......... _... -__•V_._-_w--— - - - __� - ---- ; ; __. - --: — —- - --- ---- - — - -- -- - - - - -- — --- -- 3 i .•,,..._..:._____._._—}___.p—_ - — ._._.�_.___�_.....--.F_..__.rte-._.._._._...}____;___�—�-�_________ ___ _.__ .._ —______ _ _ __.. GERALD F. DE MARCO, ARCHITECT SHM Na41DF 8925 SW 148th Street Suite 108 �,�yr�� MIAMI, FLORIDA 33176 CAWATM t,M;' DATE ' ' tti (305) 255-2999 CmECKEDs®1! DATE SCAM �!�►, .i,,�b o. 1 i f ... t� t - ..........._ �t _ �• € _ �- •: 419 � flu tv 1 A54 U.56 i 6 -s- AL- , 4 , t : . _ �r : i : i i i i i i t s —_—...___.—_ _ • .. ..e._ ..... I�Fq-ftbJ�1�P/� ,� t�2.1 � �tti2 cS • tJUn,js - - -- ---- - GERALD F. DE MARCO, ARCHITECT 8925 SW 148th Street Shite 108 SHMM- OF MIAMI FLORIDA 33176 cAuxnA.sv ? ME U 545) 286-2999 rrB-aeEo ev DATE of �114ot- U: 041 us(� 9vz 2t�.�/!�•��xG wo-vve KN pa ;(j NA1 +J OA 01' � 14) �-ec L/11. 1 U'7 04 QARl y� t1s 2U't'�•-i m ED ® ® NIP vuc3 ki 12 12 � 8 Nv .-vvaIL F- i PARTIAL ROOF FRAMING PLAN r'►n SCALE: i� X14.--()2 y Us - t►��' Y�+u GERALD F. DE MARCO, ARCHITECT sWEErta (i OF 8925 SW 148th Street Suite 208 MIAMI,FLORIDA 33176 CAUNAAM sr. CATE (305) 255-2999 CtECKM sy- DATE m Q •ryry�1Y �� •fl�' S wale, AM= CUM REAR MEYA11AN - NORTH -- ---------------- - ------- FRONT ELEVAtON •- SOUTH GERALD F. DE MARCO, ARCHITECT 8925 SW 148th Street Suite 108 �r ao OF MIAMI, FLORIDA 33176 (805) 255-2999 cm:cxEo er DATE . S" 10" �...� to i i N C g El W r CHIMNEY FLOOR- PLAN SCALE+ = 1'-00 A K kurt GERALD F. DE MARCO, ARCHITECTb- 8925 SW 14%Street Suite 108 slirlu ma or MIAMI, FLORIDA 33176 CALMRATEDBY VAU (305) 255-2999 ctgEGKFM By DATE '(F-q 1. o WALE Cmr-SLO W/NUM&x 6P 14VA 0 v"m NNW vnwzm UN WELL ampom"m riLL TREATED FOR TUKM d es 10 (91 k PARTIAL FOUNDATION PLAN � 15 AwAQy& - Lk�A,E ULPv GERALD F. DE MARCO, ARCHITECT sl WET fxk 3 OF 8925 SW 148th Street Suite 108 M1AM1, FLORIDA 33176 CAM"WO 8r 07 DATE �'/A (sos) 266-2999 CHEMED BY DATE BEAM SCHEDULE MARK SIZE REINFORCING REMARKS LJt 8" x 12" 4^-#5 CANT. 03 0 U- QC. 1] 8" x 12" 2— ROTI_ PME 1 O.C. COLUMN SCHEDULE DARK SIZE REINFORCING REMARKS C 1 8" x12" 4 # 5 t12"O.0 C- (1) 8" x 8- 1 # 5 AT EA. CELL C- (2) 8" x 8" 1 # 5 AT E4. CELL TIES 0 .6 # ' -to " O.C. —6 8tl REFE'ft O PLAN} 1-5003 FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS 16" w x 10" d 2—#5 CONT. 8" x SA 1—#5 {AMT. MONOU HC GERALD F. DE MARCO, ARCHITECT to OF 8925 SW 148th Sheet Suite 108 MIAMI, FLORIDA 33176 CALMATner ' onr� IU - '60 (305) 255-2999 o ar 0117 - up or emmmy O O O O O O J OO O O irsir �•we wim Y/6 94 "VAV QP&8 4 2 9 S 8 BQi.8i W" �E to mm e o 0 0 o O•o v is 8;' CCd'IC.T9;am . w O 10 IDP GF'f IE wm T1 O O O O o mt - - j h r mn ss a.eu I IL 8 FNW RM • Tom+OF GOW j • GERALD F. DE MARCO, ARCHITECT 8925 SW 148th Street Suite 108 MIAMI,FLORIDA 33176 cnuauATM BY QAC 4 (3") 25S-2999 OHEc( a Br DATE , scAs� LAI�'• v a-W WA. m SITnW. A � I AREA I 4r Y _ a w. r »-smam ° Mr a KI- TCktEN in _/ lt: 200 Ammps 7 a' it-ro ` A E XISTTNG r, DINING RUM STORAGE C EXISTING EXISTIT+� PLAY RMM MUSIC R00M GERALD F. DE MARCO, ARCHITECT WEGTMCI. 8925 SW 14M Street Suite 108 MIAMI, FLORIDA 33176 cntOnATMm+ m►tE a" (305) 265-2949 DATE SUNKRRY OF MINIb M DESIGN LOADS GRAVITY ROOF LIVE LOAD 30 PSF DEAD LOAD 27 PSF ------------- TOTAL 57 PSF WIND - (IN ACCORDANCE WITH ASCE 7-10) V = 170 mph MAIN WIND FORCE RESISTING SYSTEM ROOF -64.7 PSF + 10.0 PSF D.L. _ -54.7 PSF (28.8 PSF - ASD)* WALLS - +47:6 PSF (+28.6 PSF - ASD)* -42.9 PSF (-25.7 PSF - ASD)* COMPONENTS AND CLADDING ROOF - UPLIFT ZONE 1: VERT.COMP - 53.4 PSF (32.0 PSF - ASD)* + 10 PSF = - 22.0 PSF HORIZ.COMP. 13.3 PSF (8.0 PSF -- ASD)* . ZONE 2: VERT.COMP. -84.5 PSF (50.6 PSF - ASD)* + 10 PSF = - 40.6 PSF HORIZ. COMP. 21.1 PSF (12.7 PSF - ASA)* ZONE 3: VERT.COMP.-128.4 PSF (77.1 PSF - ASD)*+ 10 PSF = - 67.1 PSF HORIZ. COMP. 32.0 PSF (19.2 PSF - 'ASD)* WALL -WINDOWS "A & B" ZONE 4: +61.9 PSF -67.3 PSF (+37.1 PSF -40.4 PSE - ASR)* ZONE 5: +61.9 PSF -62.2 PSF (+37.1 PSF -49.3 PSF - ASD)* WINDOWS "C,D,F & G" ZONE 4: +61.4 PSF - 66.8 PSF (+36.8 PSF -40.1 PSF -- ASD)* ZONE 5: +61.4 PSF - 81.2 PSF (+36.8 PSF -48.7 PSF - ASD)* WINDOW "E" ZONE 4: +59.3 PSE -64.6 PSF (+35.6 PSF -38.8 PSF - ASD)* ZONE 5: +59.3 PSF -76.4 PSF (+35.6 PSF -45.8 PSF - ASD)* WINDOW "H" ZONE 4: +59.8 PSF -65.1 PSF (+35.9 PSF -39.1 PSF - ASD)* ZONE 5: +59.8 PSF -78.5 PSF (+35.9 PSF -47.1 PSF - ASD)* WINDOWS "I & K" ZONE 4: +62.5 PSF -67.8 PSF (+37.5 PSF -40.7 PSF - ASD)* ZONE 5: +62.5 PSF -83.3 PSF (+37.5 PSF -56.0 PSF - ASD)* WINDOW "J" ZONE 4: +61.9 PSF -67.3 PSF (+37.1 PSF -38.0 PSF - ASD)* ZONE 5: +61.9 PSF -82.8 PSF (+37.1 PSF -49.7 PSF - ASD)* *ASD Loads are derived applying 0.60 load factor for wind per ASCE 7-10) 1218-arquis-Watson-loads Project !Name: Watson Residence Location: By: KMW Start Date: 4/13/2012 Comments: i .,11200 Elizabeth SanchezlWatson Addition.wis Watson Residence April 13, 2012 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 170 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 1 of 11 I Watson Residence April 13, 2012 ASCE?-10 Section - Dain Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 11.67 0.0 2 38.75 0.0 Q 3 11.67 0.0 4 38.75 0.0 W1 A B 3 Eave Height: 10.331 W4 Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Front jkqht Roof Slope(12) A&B 3.0 A ------------- B e Wi W4 W4 W3 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 2 of 11 Watson Residence April 13, 2012 ASCE7-10 Section - Existing Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W4 Position on W4: 0 ft IWall Length(ft) Overhang(ft) „,� 1 27.67 0.0Fa W1 W3 2 55.0 0.0 B 3 27.67 0.0 W4 4 55.0 0.0 Front Iftht Eave Height: 10.33t Parapet Height: 0 ft Parapet Enclosure: Solid W1 w4 wa -_ _ B Roof Shape: Gabled Roof Slope(:12) _ A&B 3.0 WLS4--[1.4] copyright 0 2020 SDG, Inc. Page 3 of 11 Watson Residence April 13, 2012 ASCE7-10 Composite Drawing 2 2 1 A B 3 8 4 C 7 � D G D WLS4--[1.4] Copyright 0 2020 SDG, Inc. Page 4 of 11 Watson Residence April 13, 2012 ASCE?-10 Components and Cladding Input Component Description Wall/Roof Surface Label I Zonel Span(ft) Width(ft) Area(sgft) Roof Roof A (Ail) 32 Window A&B Wall 1 (AH) 4.2 3.1 13. Window C, D, F, &G Wall 1 (All) 6.7 1.5 14.8 Window E Wall 1 (All) 4.2 6.2 26. Window H Wali 1 (AII) 4.2 5.0 21.0 Window I&K Wall 1 (All) 11.25 Window J Wall 1 (All) 12.5 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 5 of 11 Watson Residence April 13, 2012 ASCE?-10 Components and Cladding Output Component Descriptionj Surface I Zone I z(ft) q(psf) JGCp I GCpi I ExtPres(psf) Net w/+GCpi(psf) Net w1-GCpi (psf) Roof A 1 12.8 53.4 0.40 0.18 21.4 11.7 31.0 12.8 53.4 -0.85 -45.4 -55.0 -35.8 2 12.8 53.4 0.40 21.4 11.7 31.0 12.8 53.4 -1.45 -77.4 -87.0 -67.8 3 12.8 53.4 0.40 21.4 11.7 31.0 12.8 53.4 230 -122.8 -132.4 -113.2 Window A&B 1 4 12.8 53.4 0.98 0.18 52.3 42.7 61.9 12.8 53.4 -1.08 -57.7 -67.3 -48.1 5 12.8 53.4 0.98 52.3 42.7 61.9 12.8 53.4 -1.36 -72.6 -82.2 -63.0 Window C, D, F, &G 1 4 12.8 53.4 0.97 0.18 51.8 42.2 61.4 12.8 53.4 -1.07 -57.1 -66.8 -47.5 5 12.8 53.4 0.97 51.8 422 61.4 12.8 53.4 4.34 -71.6 -81.2 -61.9 Window E 1 4 12.8 53.4 0.93 0.18 49.7 40.0 59.3 12.8 53.4 -1.03 -55.0 -64.6 -45.4 5 12.8 53.4 0.93 49.7 40.0 59.3 12.8 53.4 -1.25 -66.8 -76.4 -57.1 Window H 1 4 12.8 53.4 0.94 0.18 50.2 40.6 59.8 12.8 53.4 -1.04 -55.5 -65.1 -45.9 5 12.8 53.4 0.94 50.2 40.6 59.8 12.8 53.4 -1.29 -68.9 -78.5 -59.3 Window I&K 1 4 12.8 53.4 0.99 0.18 52.9 43.3 62.5 12.8 53.4 -1.09 -58.2 -67.8 -48.6 5 12.8 53.4 0.99 52.9 43.3 62.5 12.8 53.4 -1.38 -73.7 -83.3 -64.1 Window J 1 4 12.8 53.4 0.98 0.18 52.3 42.7 61.9 12.8 53.4 -1.08 -57.7 -67.3 -48.1 5 12.8 53.4 0.98 52.3 42.7 61.9 12.8 53.4 -1.37 -73.2 -82.8 -63.5 WLS4--[1.4j Copyright 0 2020 SDG, Inc. Page 6 of 11 Watson Residence April 13, 2012 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 Net wt-GCpi (psf) # Surface z (ft) q(psf) G Cp GCpi Fact Pres(psf) Net w!+GCpi (psfl 1 Windward Wall 10.3 53.4 0.89 0.80 0.18 38.0 28.4 47.6 2 Side Wall 12.8 53.4 -0.70 -33.3 -42.9 23.7 3 Leeward Wall 12.8 53.4 0.89 -0.430.18 -20.4 -30.0 -10.8 4 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 -23.7 5 Leeward Wall 12.8 53.4 0.89 -0-430-18 -20.4 -30.0 -10.8 6 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 42.9 -23.7 7 Windward Wall 12.1 53.4 0.89 0.80 0.18 38.0 28.4 47.6 12.8 53.4 0.80 38.0 28.4 47.6 13.8 53.4 0.80 38.0 28.4 47.6 8 Windward Wall 12.1 53.4 0.89 0.80 0.18 38.0 28.4 47.6 12.8 53.4 0.80 38.0 28.4 47.6 13.8 53.4 0.80 38.0 28.4 47.6 A Windward Roof 12.8 53.4 0.89 -0-080-18 -3.8 -13.4 5.8 12.8 53.4 -0.60 -28.5 -38.1 -18.9 8 Leeward Roof 12.8 53.4 0.89 -0.470.18 22.3 -31.9 -12.7 C&D Roof 0 to 6.4* 53.4 0.89 -0.900-18 -42.8 -52.4 -33.2 6.4 to 12.8` 53.4 -0.90 -42.8 -52.4 -03.2 12.8 to 25.5* 53.4 -0.50 -23.8 -33.4 -14.2 25.5 to 55.0* 53.4 -0.30 -14.3 -23.9 -4.6 0 to 55.0* 53.4 -0.18 -6.6 -18.2 1.1 This is toad case 1 in ASCE 7-05 Figure 27.4-6. See Figure 27.4-8 for other cases. *Distance from windward edge. WL84--[1.4] Copyright©2020 SDG, Inc. Page 7 of 11 Watson Residence April 13, 2012 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q{psf) G Cp GCpi Ext Pres(psf) Met w/+GCpi {psf} Net w/-GCp€ {psf) 1 Side Wall 12.8 53.4 0.89 -0.70 0.18 -33.3 -42.9 -23.7 2 Windward Wall 12.1 53.4 0.80 38.0 28.4 47.6 12.8 53.4 0.80 38.0 28.4 47.6 13.8 53.4 0.80 38.0 28.4 47.6 15.2 53.5 0.80 38.1 28.5 47.7 3 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 23.7 4 Windward Wall 10.3 53.4 0.89 0.80 0.18 38.0 28.4 47.6 5 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 -23.7 6 Leeward Wall 12.8 53.4 0.89 -0.500.18 -23.8 -33.4 -14.2 7 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 -23.7 8 Side Wall 12.8 53.4 0.89 -0,700.18 33.3 -42.9 23.7 A&B Roof 0 to 6.4* 53.4 0.89 -1-160-18 -55.1 -64.7 -45.5 6.4 to 11.7* 53.4 -0.70 33.3 42.9 23.7 0 to 11.7* 53.4 -0.18 -8.6 -18.2 1.1 C Windward Roof 12.8 53.4 0.89 -0.160.18 -7.6 -17.2 2.0 12.8 53.4 -0.71 -33.7 -43.4 -24.1 D Leeward Roof 12.8 53.4 0.89 -0.490.18 -23.3 -32.9 -13.7 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. WLS4--[1.4] Copyright 0 2020 SDG, Inc. Page 8 of 11 Watson Residence April 13, 2012 ASCEM O MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface 1z (ft) Iq(psf) IG 1cp GCpi Ext Pres{psf} Net w1+GCpi {psf} Net w1-GCpi (psf} 1 Leeward Wall 12.8 53.4 0.89 -0.43 0.18 -20.4 -30.0 -10.8 2 Side Wall 12.8 53.4 -0.70 -33.3 -42.8 -23.7 3 Windward Wall 10.3 53.4 0.89 0.80 0.18 38.0 28.4 47.6 4 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42-9 -23.7 5 Windward Wali 12.1 53.4 0.89 0.80 0.18 38.0 28.4 47.6 12.8 53.4 0.80 38.0 28.4 47.6 13.8 53.4 0.80 38.0 28.4 47.6 6 Side Wail 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 -23.7 7 Leeward Wall 12.8 53.4 0.89 -0.430-18 -20.4 -30.0 -10.8 8 Leeward Wall 12.8 53.4 0.89 -0.430.18 -20.4 -30.0 -10.8 A Leeward Roof 12.8 53.4 0.89 -0.470.18 -22.3 -31.9 42.7 8 Windward Roof 12.8 53.4 0.89 -0,080.18 -3.8 -13.4 5.8 12.8 53.4 -0.60 28.5 -38.1 -18.9 C&D Roof 0 to 6.4" 53.4 0.89 -0.900.18 -42.8 -52.4 -33.2 6.4 to 12.8* 53.4 -0.90 -42.8 -52.4 -33.2 12.8 to 25.5* 53.4 -0.50 -23.8 -33.4 -14.2 25.5 to 55.0* 53.4 -0.30 -14.3 23.9 4.6 0 to 55.0* 53.4 -0.18 -8.6 -18.2 1.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. WLS4--[1.4] Copyright 0 2020 SDG, Inc. Page 9 of 11 Watson Residence April 13, 2012 ASCEM O MWFRS Net Pressures This data Was calculated using the building of all heights method. Wind Direction 4 # I Surface 1z (ft) q(psfl IG jCpJGCpi Ext Pres(psf) Net w/+GCpi (psi) Net w/-GCpi (pal) 1 Side Wail 12.8 53.4 0.89 -0.70 0.18 -33.3 -42.9 -23.7 2 Leeward Wall 12.8 53.4 -0.50 -23.8 -33.4 -14.2 3 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 -23.7 4 Leeward Wall 12.8 53.4 0.89 -0.500.18 -23.8 -33.4 -14.2 5 Side Wall 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 23.7 6 Windward Wali 10.3 53.4 0.89 0.80 0.18 38.0 28.4 47.6 7 Side Wali 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 23.7 8 Side Wail 12.8 53.4 0.89 -0.700.18 -33.3 -42.9 23.7 A&B Roof 0 to 6.4* 53.4 0.89 -1.160.18 -55.1 -64.7 -45.5 6.4 to 11.7* 53.4 -0.70 -33.3 -42.9 -23.7 0 to 11.7* 53.4 -0.18 -8.6 -18.2 1.1 C Leeward Roof 12.8 53.4 0.89 -0.490.18 -23.3 -32.9 -13.7 D Windward Roof 12.8 53.4 0.89 -0.160.18 -7.6 -17.2 2.0 12.8 53.4 -0.71 -33.7 -43.4 -24.1 This is load case 1 In ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. WLS4-[1.4] Copyright 0 2020 SDG, Inc. Page 10 of 11 s MIAMI BADE COUNTY min PRODUCT CONTROL SECTION DEPARTMENT OF PERKriTING,ENVIRONMENT,AND REMI ATORY 11805 SW 26 Strom,Room 209 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINM RATION DIVISION T(786)315-2590 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA) +.. Carvel Teolr Corporation "0 West 23'd Street Hialeah,FL 33010 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 PERA- Product Control Sootier to be used in Miami Dade County and other ares where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date staled 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 maternal tamed for quality assurance purposes. If this product or mal 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 boat 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`c940"Aluminum Horizontal Roiling Window—LJU APPROVAL DOCIIMENT:Drawing No.W07-s9,titled"Series-940 Ahem.Horizontal Rolling Wdw. (L.M.I.),shee is 1 through 4 of 4,dated 08/06107,with revision A dated 02/27/12,prepared by AI-Farooy Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by tate Agiami-Dade County Product Control Section.. M OSILE IMPACT RATING:Large and Small Missile Impart Resistant LADELING:Each unit shall bear a permanent label with the mans name or logo,city,state, model/series,and following statement; 1Miami-Dade,County Product Control Approved°,unless otherwise noted herein. RENEWAL of this NOA shall be considered aft a renewal application has lin Sled and awe has been no change in the applicable building cue negatively ung the,pet formance of this product, TERMINATION of this NOA will occur after the expiration date oir if there has been a revision or change in the maberials,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 shell be cause for termination and removal of NOA. ADVERTISEMENT: 71w 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 of its distributors and shall be available for inspection at tho job site at the request of the Building Official. This NOA revises and renews NOA#074)813AS and consists of this page 1 and evidence pages 13-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Mound Peru,Py— NOA Nos n-um i � 1)( DOW SiepUmber 27,2$17 Page I AA@re�Dafe: July l9,2012 �/ Cu rv_-li Teeeb Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT ED A. DRAWINGS 1. Manuf icturees die drawings and sections. 2. , Drawing No W07-59,Sheets 1 through 4 of 4,titled"Series-940 Alum.Horizontal Rolling Wdw.(L.M.I.);dated 08/06/07,with revision A dated 07/27/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Abbmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pmmi a Test,Loading per FBC TAS 202-94 3)Waxer 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,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. ETI.-5262,dated 07/14/07,signed and sear by Carlos S.Rionda,P.E. (Sub ted under previous NOM 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2004, prepared by Al-Farooq Corporation,dated 08!01107,signed and sealed by Humayoun Farooq,P.E. (Submfted under previous NOM 07-M.13.08) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dadr-Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solatia,Inc.for their"Saflez and Vanceva char and color interiayers"dated 05/05/11,expiring on 05/21/16 2. Notice of Acceptance No..094M.04 issued to Gl nkm N.G.I.,Ine.for their "Safetj►Plus H Lamented Glace"dated 09/11/08,expiring on 08/07/13. 3. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont G•h"Interlayer"dated 08/25/11,expiring on 01/14/17. M=od P L Preset Conrot NOA No.l 1611 llx*sttn Date: SePtember 27,2017 -1 APPrMl DO= July 19,2012 Cum-A Tech Coroorat ou NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 2010,and of no financial interest,dated March 06,2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTI,-5262,issued.by Fenestration Testing Laboratory,Inc.,dated 07/17/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted wider previous NOW 87-0813.08) G. ' OTHER 1. Notice of Acceptance No.07-0813.05,issued to Cure A-Tach Corporation for their Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09017/07 and expiring on 09!27/12. Man P.F. Product finer NOA Na 12.0416.11 UPIntim Date: September 27,2017 E-2 APPrOmd Datm. J*19,2012 4.000 asa aaz .eta--- z 2 lava U£Nr 31RR qdn b 40 ya tam OBa t n ata tasz YM 1A WRI Ret RAH 041 M� 1.804 Y 1.140 7 t.71 1.419 O a.1e7 � >i.n. tnx¢�o��ue�11n1e R n a4s 3199. 12 .440 aE..�LL ' YM„RARNEIa Q eom7—r6 VW41 s 5 "0n PROMWUVMM U 2012 W07=59 • rpt of i ' TERM PANT 9 quos TY 011SCRIPTION MATS111" MANF./SCPP1d88/aBMA6t® V 1 10246 1 FRAME HEAD 6063-T6 2 10845 1 FRAME SIL 6063-T6 3 10847 2 FRAME JAMBS 6083-T6 4 11822 1 VENT H.D.FO690 MEETING RAIL 8063-TB 8 10848 1 SILL TRACK 6063-TS 6 10260 VENT VENT TOP RAIL 6063-TB 7 - 1 VENT 5/1 BOK'SCRUNTYPICAL ANCHORS — - LOA18- 1 SEE EIBV.FOR ACING 8 1067 VENT VSNT RAIL 8083-T8 In m",E � S 11623 1/VENT HA.VENT NM=K RAI. 6063-T6 10 C-3068 4 VENT WHEEL RMISM&OUM wm 1 1 11 C-3056 2/VENT ROLLER PIN 8T.STEEL = d 12 C-� 4/VENT VW FACE WETS NYLON �X oil 13 - WNDCIN WE WdM MISIND A FLAP NYLON ON CELCON o 6 14 - AS HIM MLL FORMED OLAUNO SEW ALt6W" 15 068 AS mm a AUND Compom SBJm ODW coma 18 7016-157 AS IMOD. FSWEN.WAIHEA STRIP 17 08 K i' AS UM ASSA181.Y SCR6W8 RIP SMS 2 VENT WEEP LATCH EAMAK AT 7-1/4'FROM SAM ED IBA 10266 I VENT AUJIMU M VENT WO 6063-T6 1S 0-3081 ♦ IATON 6T+RINC CLfP ST.STEEL W1NINwWm 20 0-3087 J VE4T BRA88 ROLLER 21 /8•K 3` 11 VENT FK RAIL BDT CM SOREW - - 221 AS Rma I SHEAS CLIP BOa-T6 2°LAND y WPM MNL $� mw LATCIi © O O 1/4•wx SMX.AL 3 S `y; gIYYPICAI.I�R� 1/4`m 8 1 ••T POaSPACING v -- R WOOO 8 1 14 �'v -+....-...g, gp OP1KRaLL .�..�....r... �.. W000 •v 7 16Y 3 4 p gWWD BtKdB D.L EXTERIOR wpm womI _y g 100F, 6PTYPICAL RMir x01ot P YPD�59TE � "'�. . wo d06 I $ MAR 091012 W07-59 0 TYACAL Ancr M sm QXv.FOR VAORIo TYPM MCHDRS 'By am mm SEE .FOR sPAMNO ---------------SM Etev ro�ht v ____ e v °d MULLION k IdULIION ANCFtOR9 d v .. �� 1�8EPARATE NOA y•.:"" ;J SHFM m&+A LONG �'. « t ANCMORB ONLY '---- --- TMA 1 O1 1 SIM EU FOR�SPACM B — 1a _ ANCHORS WITH 614EAR 14 18 CMSEE SHEET 1 FOR ACITY MICAL ANCHORS, BEE ELEV.Foi SP mo gg� 1/b" QlA. ULTRACON BY 'ELL'-L1' (Fu-1n NBT,"M 1118} i1� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j�91 1-3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONG. OR MASONRY C 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J14 SMS OR SCt R t rota SCREWS (OPACK 2 CRS) l INTO METAL STRUCTURES B` STEEL t 12'OA. MIN, (Fy - 36 KSI MIN.) ALUMIN(STEEL IM t NTA TNK, MIN,ALUMINUM TS BE I Ace(STEEL IN CONTACT WITH ALUMINUM 1'0 � PLATED OR PAINTED) J14 SUS OR SEt a t IND Srpswe (OM 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901) oil (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 1-3/4" MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE - 1" MIN, INTO METAL STRUCTURE - 1/2" MIN. IB B ftlN >S+POR A�dOBEALAM 4 ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH ENO, INSTAUATION 0 1 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT, 2 WEEPHOLEBt FOALI PAD 2 p1 W1 — 3/8" NOTCH IN LEO AT EACH END W2 — 3/18" X 2" NOTCH 4 PER SILL O g W3 — 3/18" X 2" NOTCH 3 AT XO & OX SIZES W4 OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 1 W4 — 1/2" X 1/8' NOTCH AT SILL TRACK ae AT 1-1/4 FROM EACH END (XO OR 0% SIZES) S o •I I• "o.a A. 7. wow am1TA � yp� �ODUCf RPIOILEs v. 4 e. .• my N y �. -1/18°"11 TYPICAL ANCt d , q d a.v.'0 9 0 " v v • rf 8 $ SM M.FOR SPACBVI WOOD BUCKS AND METAL STRUCTURES NOT BY CURV—A—TECH d ng no.PRECAST SILL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 4= W07-'59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CUP ONLY AND TRANSFER THEM TO THE BUILDING STRUCTURE, t Of DMOIN LAAO CAPMW-P3F(YO OR OR IPL86) �V MITI 0"MAX TYP. 13°MAN12m R NERD NRAO AL WA4DOW DIM& BBBAS CJJPCLIP BSBAR OUP 6 AF EqCK�JNTM1tc ilm How W.(+) atr.- W.(+) W.(- gPTlONAL 28-I 7010 70.0 7010 70.0 s7° 2r70.0 70.0 70.0 7010 03.1/8" 700 70.0 7010 Tao 74° 70A 70A 70.0 90.0 no no 700 70.0 i { 37' 70A 760 7010 70.0 g aaa_ acaca: _==cac I ccca: 83-1/8" " �A7010 7010 7" 74" 70.0 760 70.0 70.0 p! Y �7 28-1 7010 7010 70.0 MO $ 11 37" 7010 7110 7010 70.0 °D 67-1/8" ti0-6/8" S&J 80.7 70.0 70.0 ,{ 7• 08.7 6a7 70.0 70.0 {, { -20-PF 70A me 7010 70.0 S� S) 37• 80.6 ILA 7010 Tao or i I WIN 48.7 40.7 7010 78.0 70 40.4 40.4 7010 7010 24° 7a0 7010 7010 7010 3 4 1/18" SS 18/18" 38" MO 7010 7010 L 7010 1v 48" Re 704 760 Tao 7810 r 871/8° 80" 70A 7010 700 90.0 ? ° 704 700 704 70.0 24• 71007110 TO 0 70.0 74" 80' 904 7047u 70.0 O 48" 00" 704 740 7010 70.0 p• 904 760 70.0 70.0 TYPICAL ELEVATION 72, 704 70A 7010 70.0 � I� TESL UNIT I 24' 70.0 704 7010 70.0 J0• 704 7010 7010 70.0 48" 46" 7010 760 70A 760 1/8•N.C.-CLASS 80" 7010 7010 7010 70.0 72• 8610 06.4 7010 70.0 le 904 70.0 7010 7010 000"INTERLAYER 38• 70.0 760 960 7a0 �E$IE13-940 SAFEN PLUS D BY'O ASM M'OR SAFW WO BY%CUMA OR 48' 80" 872 67i 7010 70 0 AL DVUM HORIZQNTAL SLIDING WINDOW MOON STRU �0''D~ w Nos 402 7610 700 CHANKL • 4410 4410 7010 70-0 B APPROVAL.APPLIES TO SINGLE UNRS OR SE1E BY SIDE 81000NE APPLIED I/A"�CLAN 008INATIONS OF H.S./H.S. OR HORIZONTAL Steri WITH OTHER NOTE: WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USINGp�pp�� GLASS CAPACITIES ON THIS SHEET ARE MIAMI-OADE COUNTY APPROVED MULLIONS,IN SEME'EN. Mu.FORM BASED ON ASTM E1300-04 (3 SEC. OUSTS) LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O AV40 SBAD �'�� AND FLORIDA WILDING COMMISSION WILL APPLY TO ENTIRE SYSTEM. DECLARATORY STATEMENT DCAOB-DEC-219 REQWABDUCT OF MTED C � THE ENTS Ti FLOBEEN RMBUR�O INCLUDING VEWCaa HURRICANE ZONE (Hwa WOOD RLJCNS BY OTHERS, MUST SE Moon PROPERLY TO TRANSFER LOAAS TO THE STtOJCTLIRE. PROD1iyCyP��RBVIBW p- AN�IORB SHALL 9E AS LISTED, SPAM AS SHOWN ON 00 LS ANd4 WN FLA PE. Baltd�y_11* with 01ei a FdISEQMENi i0 SAS$MATEWAi WALL BE BEYOND WALL 10 OR STUCCO. CAN p W � G L ONS NOT BROWN IN THESE DETAILS ARE DO T•I 8 A LOAD OURATItZ4 INCREASE IS t>BEp IN DESItiN OF ANCHORS INTO WORD ONLY. GLAZING DML no ^0• IVIATERIAUS KALE U4T0 CONTACT WITH OTHER dNOT �MIILLARM�S SHALL MEET THE THESE WINS ARE RATED FOR LARGE MISSILE IMPACT.AL SCREWS,THAI �O�_59 REQUIREMEM OF THE FLORIDA BLOC. COOS SECTION 20M.a4. SHUTTERS ARE NOT REQUIRED. ®B 2012 MIAM MIAMI DADE COUNTY,FLORIDA BUILDING CODE COMPLIANCE OFFICE )CCO MEIRO-DARE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130.1563 NOTICE OF ACCEPTANCE OA (305)373 2�1 FAX(305)375-ems www.baldis_►codeonline.cAm Cwv-A-Tech Corporation -- _ 930 West 23rd Street Hialeah,FL 33010 SCOPE: This NOA is being issued under the applicable ral materials.The documentation submitted has been es and regulations governing the use of construction reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. H this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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:Aluminum Tobe Mullion-LMI 5,prepared APPROVAL DOCUMENT: by Fa Drawing No.M95-19A,titled"Aluminum Tube Mullions%sheets 1 through 5 Farooq Corporation,dated 12/07/95 with revision C dated 07/24/08,signed and sea by Humayoun ro oq,P.E., r 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 Division. MISSILE IMPACT RATING:LMI LIMITATION:This NOA is not valid without the corporate seal of CurwA Tech Corporation LABELING:Each unit shall bear a permanent label with the manufacturer's name or to following statement: "Miami Dade County Product Control A g°,city,state and 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 purses 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, by the expiration date may be displayed in advertising literature. ff an and followed it shall be done in its entirety. Y portion of the NOA is displayed,then INSPECTION:A copy of this entire NOA shall be provided to the user.by the manufachrrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#07-0424.13 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A.Ha P.E. _- o t NOA No.0&0813.08 Expiration Date: March 28,2013 Approval Date: October 2,2008 Page I 4- H, - 11--71 Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5, prepared by Al-Farooq Corporation,dated 12/07/95 with revision c dated.07/24/08, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per TAS 202-94, Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203,along with installation diagram of window prepared by Hurricane Engineering& Testing Inc., Test Report No.FTL 5636,dated June 13,2008 signed and sealed by Carlos Rionda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC- 2004/2007,prepared by AI-Farooq Corporation,dated 07/22/08,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,dated July 22,2008,signed and sealed by Humayoun Farooq,P.E. 2. Letter of"No Financial Interest in Testing Laboratory",dated 7/22/08, signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07-0424.13,issued to Cur-A-Tech Corporation for their Aluminum Tube Mullion,approved on 07/05/07 and expiring on 03/28/08. (✓t fcr-,� Fitz AMarris,P.E. Product Control Examiner NOA No.08-0813.08 Expiration Date: March 28,2013 E-1 Approval Date: October 2,2008 1.790 .687 iYP. 2.000 2.000 _ p F .129 1.937 I 080 1.535I mW 4W 1 .129 GLAZ -73 1 %2 X 1/8' 4.500 �• 1 �LtlLG RFIODUCT TUBE MULLION a 8083-T8 4.855 1.600 MULLION C11P (8083-T5) MULLION CLIP 1-7 1,060 (ALT.TO ANGLES) LEGS REMOVED T YPICAL 1 Q CUP LENGTHS MUST BE CIT TO FIT SNUG ME J n INTO TUBE MULUONS. I 1-3/4 X 4-1/2 X.080' 1.480 2.000 Ldp 3.000 '125 TUBE MULLION 8093-TB .MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS zap 1zs 2.010 HORIZONTAL OR VERTICAL g 2.125 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1x3x1/8' TUBE M I I ION 6083-TB 1.0005.500 1.480 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 7 •128 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED >: 4.OD0 TYP• MU II ION CLIP (6083_T5) MULLION CLIP IMPACT AND NON-IMPACT RESISTANT PRODUCTS. o (ALT.TO ANGLES) LEGS REMOVED 126 INTO TUBE MULUpNg,llE CUT ro FIT SNUG MUST RECTANGULAR ALUMINUM TUBE MU LIONS rip USING MULLION PROPERTIES ONLY NOTESz 4.100 .126 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .qct REQUIREMENIS OF THE FLDMA BUILDING CODE 2004/2007 EOTIOR INCUDING .1 2 X 4 X 1/8' 2.0011) HIGH VELOCITY HURRICANE ZONE WC). Q TUBE MULLION ALL GLAZING PRODUCTS USED 113TH THESE MULLIONS MUST MEET THE 8063-T6 APPLICABLE BUILDING CODE REQUIREMENTS I.E.WIND LOAD,WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2.� I WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 2.0011—+I l0m TO THE STRUCTURE. m u u 8" T4LO1T7:v'f ; ANCHORS SHALL BE AS UFO,SPACED AS SHOWN ON DETAILS,EMBEDMENT 1 X 4 X // sS rFraL�l}dwKyz'i:�::<Fitr.:.ts TO BASE MMERAL SHALL BE BEYOND WAIL COVERING(STUCCO.TILE ETC.). <R A TUBE MULLION ANGLE CLIP (8063-TB) 13rnki¢ Clew 8083-TS macro No ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Btrj7gp ARE NOT PART OF THIS APPROVAL 5gg g 1.7501'� d A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF A INTO WOOD OCY. 125 TYP. v d MOERAIB IdRSUDNO BUT NOT ulereo TO sI1EL/YETAL 57819,THAT COME 000 OWTACF WITH OTHER DISS OLAR MATERALS SHALL MEET 1HE 18pWREMENTS OF 2004/2007 FI.OR IA BLDG,CODE WnON 2603.8.4. lOYP� INSTRUCTIONS: Li` THIS MOA IS NOT VAUD WITHOUT CORPORATE SEAL USE CHARMS AND GRAPHS AS FOLLOWS )� OF CURV-A-TECH CORPORAMON AND A LASIEL AFFIXED. i m 4.00o STEP 1 MINE OEM LOAD 18GUMED PER ASCE 7 FOR PARTICULAR OPENING. N STEP 2 USE DADE COUNTY APPROVED GLAZING PROWCTS MEETING ABOVE LOAD RiEQUIRSMO TS armsom FILk PC7 STEP 3 ECCONNECTON TO MULLION AS PER PRODUCT CAW. Yp' USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH C $ . AL �� DESIGN RATING MOM THAN DESMON LOAD SPECIFIED IN STEP 1 ABOVE. drawing no. 1-3/4 X 4 X.090' 2%8 X 1/8' LONG ANCHOR TYPES ON SHEET 4,AND ANCHOR GRAPHS TUBE MULLION TUBE MUWON ATEP-5 ON SHEET 3,SUM ANCHOR TYPE WITH O M RATING A - M95-19A MORE 714AN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 6063-TS 8083-T6 gFT68t at WINDOW SCHEDULE MARK UNIT DIMENSION MATERIAL SILL T.0. TYPE REMARKS Q WIDTH HEIGHT FRAME FINISH GLASS DETAIL SILL A 37" 50-5/8" ALUM. WHITEESP, TINT - - HOR. SLIDING IMPACT RESISTANT B 1 37' 50-5/8" ALUM. ESP, TINT - - HOR. SLIDING IMPACT RESISTANT C 18" 78" ALUM. ESP. TINT - - FIXED IMPACT RESISTANT D 18" 78" ALUM. ESP TINT - - FIXED IMPACT RESISTANT E 72" 48" ALUM. WHITEESP. TINT - - HOR. SLIDING IMPACT RESISTANT WHE F 18" 78" ALUM. ESP, TINT - - FIXED IMPACT RESISTANT G 18" 78" ALUM. WHITEESP TINT - - FIXED IMPACT RESISTANT H 60" 36" ALUM. ESP, TINT - - HOR. SLIDING IMPACT RESISTANT ■■�■■■■1191,RKMEWOUCKS1■■UmY■ I►F3gQ7i■ •• ■■1�'C�Tlff�■mom■■ • t�1\■\\■■■■■■■■ • ■\�■\■►\■■■■■■ . ,,.. - � ■■■N■■■■■■■■ ��■■►��■■\�■ �N�N■�«rte■■� ■ i ■■■►\■■■■■■■■ \ISN\■■■■■■\ 1\■►�■■\\■■\�■ - " N■■■■\■■■■■■ - „ ■mN\■■\m■■■■ - „ ■ommu■■ma m ►\■■■■N\■■■■■ ■■\\■MrMONU■■■ " ■\■■\\■■■MMON \1■■■■■\U■■■■ \■■N\■■■\■■■ MENNl■■■■\i■\ - ■! \'_IPI'■■\■■■■ - UNNO■\\■■■►■■ - MmEdo\u■■o\■ ., ■Cii■■■■■\■■■ NN■■m�9C1■■■\\ ■N■\■■\■■■■i NwN■■■■■■►\■ ■\\■■\NO\■■■\ ■\\■\\■■OM■■■ \\■►■■■■■■■\\ \N■E\\■■\`M■■ No■V■■■■■■■ ►\■\ dilly`\■1\■ WERA■V`\■■\■N \\■■\■■■■■■■ ■\■■■■■\i■■► ■\■m■■■■■■■m almilm--WO Elam EMOMMERMEME ■Nw■■m■■■■■■ ■n■N■■■\\■\\■■ ■1\■►`ili■■11■■� r..__ ■MEMENN„■■■, ■W■■„■■RM■,■ ■UMOM■O■\■■N NNN■W■■■\WN tN��■l1■��■■��■■� ■W■N■■N■NQ■■ M■1\■■M■■■N■■ A�1■■■■■■■■■■ A■■■\■■\\■►\■■ nmwa■\\■■■\\■ \1■N■,�■��■■■ts■ a. MMUNWENWO■M■ \I■■N■■!!!!1Mumm 11■1\■►1■■►N■■►■ i�- \1■N■■\■■\UMN ■N■\\■■■Wi OMM ' ' ■N�\■■\■■N■■\ " N■■A■MU■■►■N - ., ■a■■N■■►■■■■ ■►�■■■\■■►\IRI■ ��II ■1\■M■■\\■■■\E NW■■►\■■■\■■■ L , ■��■��■■�■■►fir■ - m■\■■\■\■rii F1a - �1■V'�i'a■\N■■■■■ - ■■\\■►■■\\■■\ _1 00■� l\■\ ■N�■■��1�■ ■■■\■■\U■■■► t ■■■�' ii\\■■\■■■ - - i■■N■■\■■■►■ ■\\■m■■■►\■■■ ■■►Nr\■■■■■■■ ■■■■■WN■■■QN ■■■■\■■\■■\■ ■■■\■\m■■■\■ ■■■\N■■\■■■\ ■■■■MIN■■■■■■ ':.;.. n.; � .,.« G >9 ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART ; ANCHORS TYPE A 5 -5 8' 515_ /8" TYPEA m U P N .iAN mVA 6 m v m �m a V) - � a� I � Im Im �� . m �� 7 - (P VIN J m VA\ m o 0m co- a zVA C3 4 a m 1 Eea y `0 0 m J) �o ANCHORS TYPE 8 ANCHORS TYPE Cj ® m TYPES tTr" TYPEC j p f0 a z r 20 30 40 SB 60 70 80 20 30 40 SPI 60 70 90 20 30 40 60 60 78 80 3 ' TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ANCHM TM �onra rw.Ua A e as c A. c"rna mma m w ro novae FW vaPe rlOIE, -Vmrmk "� y ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER muum LOCATIONS AT HEAD, SILL OR JAMS ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. P av + 9 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) CLAM CLAM �A6 PA.B�TYPE n m u ANpWR6 TIFE I Wauorl SPAN ,� sr now PE FLA.PE CA JL IM1w57 as cwrply,,y,o�w W� TYPICAL MULLION ARRANGEMENTS $AiOt eLo b W1DTH (w) w' ?W2AUG 0 6 2008 M95-19A ANCHORS el,aet Sof ANCHORS 'TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' t� A '4/4•a ULTRACON , kww wm Sam �!v -TO ACCONODATE 1/ANGLE ea 1/4'0 ULTRACON CLIP+ANGLE TO NASOMiY a 2 AWYXANI/LBE 9., 2 x 2 x 1/8' 2/ANGLE 2 X 2 x 1/8' ° ler • ALUM ANGLE '. ALUM ANGLE e'< TUBE MULLION _ F"" 2/111 14 nim z; � f a%aarayuE -—- a -- a Ir------ 0; -- -- -T_-_ __ - - /4'0 ULTPACON I L______ `1 1-1/4"MIN.EMBED -__--- D �--- _= 2/ANGLE A, MULLLON -°—- 1/2'MAX. 3 MULLION ° MULLION 'd °. TYP :i a e�OR BLOCKS 18Y OR;Cx 16Y OR 28Y ga MULLION wf700 BldlCif MULLION WOOD BUCK 2X2x 1/8' ° 2x2x 1/8' < MULLION 2x2x 1 9' 28'y Z ALUM ANGLE ALUM ANi'8.E ALUM TUBE MULLION] 0 ggQ� 2-5/8'LONG .a,?d 2_5/8'LONG °� 3-8/8'LONG j Ai < ---�------- - ----------- � ---�---- I - I - �------- LU ° m O _ I •.'� ' •�~ i ° .n M • 51 . Mtn °.e g ------C---— a N I-i e v Y 1/1"YAX. d ' TYP. 1.600 MAX. eATiNti N1N IPS R ALTERNATE TO ANGLES ALL CASES I I MULLION CLIPS TO FIT SNUG INTO TUBE MULLIONS I t 2xax 1/8' ALUM ANILE I I / u sMs I( LILTRACON 2/ANGLE MIN. I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOT BY CURVATECH m" NOTCH ANGLES TO 1-3/8' MIN. PENETRATION INTO WOOD I I I MISS MARBLE SILLOR SUSTAIN LOADS IMPO5Ep. I TFtI1 THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY BLRDCnA�4 FTA F W DIRECTLY INTO MASONRY C W 1-1/4' MIN. EMBED INTO CONC. OR MASONRY assn gzhsv..c�•au.� yp ANCI-IOR EDGE <. a lea 8 drowing no. ° •a•., g 1/4.OLA ULTRACON INTO CONCRETE AND MASONRY m 2-1/2" MIN. M95-19A vtd" I%ANGLE1/ �� INTO METAL STRUCTURE- s/e 1 Mw. AUG 0 6 2008 8 01 s o 9 �a3 tag$ a 2 zs%aux 1/a• ii C 1—b/e•I.ONO FeR 1• 014 S.M.S. 2—S/6•LONG R r 2/ANGLE CHART A k B) 7-9/9'LONG R 4',9•&a•TUBES) 7/ANGLE CFINtT C) FLOATING CLIP TUBE MULLS ACCESS HOLE Z LEGS REMOVED ^ 2/4MOLE(CiM A&6) 7/ANGLE(CHART C) TUBE MULLION Q `+ o 2 pp---------- -I I--------------- ------ ------- 7 I f Y I I THIS SCWN CAN I $ 1 I I INSTALLED IN EITHER DIRECTION I +14 P.H.S.MS ISY OR 20Y I I TUBE MULLION ( I i 3/ANLE 2/ANGLE GCFkRT�A�@ C TUBE MULLION L4- ANCHORS DETAIL #1 METAL TO METAL CONNECTION Lwftnvl za9)e No� - B 6 u •A rno. A G 0 6 2008 19A M® MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sheet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _www wiamidade.aov/nera/ Cury A-Teeh Corporation 930 West 23"4 Street Hialeah,FL 33010 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 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 areas other than Miami Dade County)reserve the right to have this product or material testes 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. DESCRwTION: Series"930"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-01,titled"Series-930 Aluminum Fixed Window(LMI.)", sheets 1 through 5 of 5dated 01/11/07 with revision A dated 12/07/11,,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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:Large and Small Missile.Impact Resistant 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 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 and renews NOA#07-0201.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres,P.E. �( NOA No.12-0124.01 Exl ration Date; April 12,2017 &UC> d�k Z�(� Approval Date: March 22,2012 3�f(pli2 Page 1 �• lCo • X1,2 Cure-A-Tech Coroorataon NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W07-01,titled"Series-930 Aluminum Fixed Window(LMT.)",sheets 1 through 5 of 5,dated 01/11/07 with revision A dated 12/07/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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 201-94 5)Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratories,Test Report No. FTL-50739 dated 10/23/06,signed and sealed by Edmundo Largaespada,P.E. (Submkied underprevious NOA#07-0201.05) 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 along with marked-up drawings and installation diagram of an aluminurn fixed window,prepared by Fenestration Testing Laboratories,Test Report No. FTL-5074 dated 11./08/06,signed and sealed by Edmundo Largaespada,P.E. (Sub'nAW under previous NDA#07-0201.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2010, prepared by Al Farooq Corporation,dated 12/07/11, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). Oak Manuel ez,P.E. Product Con xaminer NOA No.12-0124.01 Expiration Date: April 12,2017 Approval Date: March 22,2012 E-1 Cure-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vaneeva clear and color interlayers"dated 05105111,expiring on 05/21/16 2. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I.,Inc.for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated December 07,2011,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5073, issued by Fenestration Testing Laboratory, Inc, dated 11/29/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 05-0105.01) G. OTHER 1. Notice of Acceptance No.074201.05,issued to Cury-A-Tech Corporation for their Series 930 Aluminum Fixed Window-Impact,approved on 04/12/07 and expiring on 04/12/17. Manuel P P.E. Product Control iner NOA No.1124.01 Expiration Date: April 12,2017 Approval Date: March 22,2012 E-2 WINDOW WIDTH FALSE MUNTINS (SURF U m) A � tttCC53355 SEO d Ir u u u lot i{ yg� WINDOW WINDOW c-a '.,� f DI I I {I W WWmH MOTH Lo AN WIDTH WINDOW MDfH12°MAX 4 1/2'MAX SiDEs ce HFA u I I Aolll� TYPICAL ELEVATION ll I N BERMS 930 ALUMINUM MIXED W= D.L.O. WIDTH FRAMEEWIDTH - 4.128"8° —J APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WIN Wlpl}I wBlpoN yylpTH WINDOW COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR D WINDOWS USING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. & — I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I i I DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS 3 si M SHOWN ON SHEET 2. J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SIIILDING CODE 2010 EDITION INCLUDING DOW WIDTH —WINDOW MOM HIGH MDCIIY HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT RECO RM, LOADS TO THE STRUCTURE. XT- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Ener',•m PRODUCTRSVMSBD 5 'e EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL DRESSING OR STUCCO. FlJ4 Pe 7068I � Wf Bw ��Me S mCONDITIONS ;oAm """� r pa0d618Oodo y ARE NOT PARTOFTHIS APPROVAL SNOT SHOWN IN THESE DETAILS A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. BY drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CXRsIMILAR CAN BE MATERWS INCUJDNG BUT NOT UMffW M STEEL/METAL SCREWS.THAT COME INTO 2Q11 7-01 VERffIED BY fIdSCRIBIOR RECTANGLE AS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS NO PICTURE WINDOW SHAPE WITHIN SQUARE SHOTYId IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. W0 OF 2010 FLORIDA BLDG. OWE SECTION 2603.8.4. eW0 1 of 5 DMGN LOAD CAPACITY - PSP DMGN LOAD CAPACITY - PSF W y�V OLAP TYPER OLAI TYPR OLAMd TYPBs GLASS TYPS WD(DOW DIMS. A'.'e' OR'C' 'D' WINDOW DIMS. W.'e'oR'C' 'D' VIDTH LENGTH EXT.(+) D4T,(-) EXT. C+) INT.C-) VIM 1034M EXT.(+) INT.C-) EXT.(+) INT,C-) J 16' 80.0 90.0 70.0 70.0 IV 80.0 80.0 70.0 70.0 T3 24" a" SD.O 7" 70.0 24" 90.0 80.0 70.0 70.0 31f 80.0 90.0 70.0 70.0 30" �° BOA 80.0 70.0 70.0 3B" 48 ao0 80.0 70.0 70.0 38' 80.0 80.0 - - 42' 80.0 60.0 1 70.0 70.0 42" 804 80.0 - - 48" 80.0 80.0 70.0 70.0 48' 80.0 80.0 - h 84' 80.o 80.0 70.0 70.0 16" BOA 80.0 70,0 70.0 $0.0 80.0 70.0 70.0 24" 80.0 80.0 70.0 70.0 19" 80.0 eD.0 70.0 70.0 30' w 80.0 80.0 70.0 70.0 L a 24' 80.0 80.0 70.0 70.0 36" 80.0 80.0 - - 30^ 80.0 60.0 70.0 70.0 42" 80.0 BOA - - LL 3 38' 84. BOA 60.0 70.0 7D.0 42• 80.0 am 70.0 70,0 48' 80.0 a" 70.0 70.0 84° 71.1 71.1 8D' 71.1 71.1 18" 80.0 Bu 70.0 70.0 AND LENGTH OWNSIONS CAN BE ORIENTED 24' 60.0 BOA 70.0 70.0 ; VERTICALLY OR HORMONTALLY AS SMN AML w° 80.0 80.0 70.0 70.0 i NOTE: ar a2' So° solo solo ou 70.0 70.0 70,0 MO GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). 48' 80.0 80.0 70.0 70.0 84' 71.1 71.1 - - o 60' 64.0 84A - 1s' BOA 80lo 70.0 70.0 20 solo 80.0 704 70.0 'p 30° BD.O 80.0 70.0 _ 70.0 N 38' Be. BOA BOA 70.0 70.0 42' 80.0 80.0 70.0 70.0 48" solo eo.0 - - 3/18'HEAT STREN'D GLASS 3/16"HEAT SMI ND MASS 3/18'HEAT STREN'D GLASS 3/16'ANN.GLASS R 84" 71.1 71.1 6666ffff 84.0 64.0 - - 090'BJIERIAYER 100°IN*AYER ABO'MUM 100°INTERLAYER te' 80.0 e.0 70.0 70.0 SAfLEX IRO tIY'SOLUTIA' SAFETY PIttJS D BY'GLASSIAM' SENTR/OLAS BY'DUPONr S*TN PLUS R BY•OLASBI" 24" 60A 80.0 7" 70.0 3/18'NEAT STREWD GLASS 3/1 r'HEAT STMeD GLASS 3/18°HEAT SRtEWO GI A88 3/18"ANN.CLASS 30° 80.0 BOA 70.0 70.0 30' MO 80.0 70.0 704 SIUCONE SWCONE SILICON SWCONE 42' 72° mo 80.0 - - {� DIY CORNWO B96 ��,, DOW CORNINO 895 y2 DOW OORNM 805 DOW CORNINO 988 R 71.1 7711.01 eo° a" 9aa 18' b4 BOA 70A 70.0 ! I• ! i !� !!!• 2a' solo Boo 70.0 70,0 pp- 30' �. 80.0 80.0 704 * 5 8 d 38' 80.0 80.0 70A 70,0 ��SS I 8 5 42" 60.0 80.0 48' $0.0 80.0 - GLASS TYPE 'A' GLASS TYPE .'H' GLASS TYPE 'C' .,,qWS TYPE 'D' 84' 71.1 71.1 - - 18° 90.0 80.0 70A 70.0 9 24° BOA 800 70lo 70.0 GLAZING OPTIONS n&PELL7 '' �� P9»ide. b CAA r 1 30° Be 80.0 EA p1p g 38' 80.0 SOA D o $ y 80.0 Box 48' 80.0 WA sheet Q of g TYPICAL ANCHORS TYPICAL ANCHORS �� a FOR SEE t� FOR FAgNO W000 BUCK -E .. Q / d a' ° • a METAL MIAMI—DADS COUNTY APPROVEDEd F e' Q d•' .a'° a• d ° °•, EA STRUCTURE MULLION&MULLION ANCHORS .� r•_.v•�• SEE SEPARATE NOA a �a ji '! SEE1Y TYPICAL 3 ii FOR SPACING 2 i � TYPICAL ANCHOR TYPICAL ANCHORS ! li � PDDR ANG i ! 4 cell S ii �XPICAL ANCHORS: sT.E Fr�v.FOR�Aallo ! WOOD BUCKS AND METAL STRUCTURE NOT 8Y CURV-A-TECH � a i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ]/d" DIA. TAPCON BY '1TW' (FU-120 KSI,Ppw92 KSI) i AND TRANSFER THEM TO THE BUILDINg STRUCTURE 1/4" DIA. LLTRACON BY 'ELCO' (FU-t77 KSI, FY-155 KSi) TgR I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEALANTS: 1-3/8" MIN. PENETRATION INTO WOOD !I Ii FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH THRU 18Y SUCKS INTO CONC. OR MASONRY 8 c y ; SILICONE SEALANT, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W DIRECTLY INTO CONC. OR MASONRY a5 p W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a cr3t,.•1 $ N eta cIr On SELF Dal I IND SCREWS (GRADE 2 CRs) OS $ r i INTO METAL STRUCTURES r st ! STEEL : 12 OA. MIN. (Fy m 38 KSI MIN.) ALUMINUM ; 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SMS OR SEF DRILLING ING RENt3 (GRADE 2 CTS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. m .090") (NO SHIM SPACE) jI Ed v ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY ® 2' MIN. L ii INTO WOOD STRUCTURE m 3/4' MIN. 2 !i ji INTO METAL STRUCTURE - 1/2" MIN. i� II CONCRETE AT HEAD,SIU.OR JAMBS f o . 3000 PSI MIN. O C-90 HOLLOW/FILLED BLOCK'AT a*M fm - 2000 PSI MN. 3 kk PE 1 CAN. No J 92 'e'•• a8 ITYPICAL ANCHORSs. 1 BY •.TYPICAL ANCHORS h N �SPACING s _SEE ELEV. y Qtl INiend draWing no. FCR SNG W07_0'� sheet 3 of 5 o� n 1/4'SHIM MAX. 1/4'MAX. TYPIC1/4'MAX, d O SHIMS [SEEELEVANCHORS SHIM FOR SPI WOOD BUCK J D.L. . TYPICAL ANCHORS _ - SEE FOR SSPACPAC �.a. ING v -ZAL da a ..L •• $�o TYPICAL ANON= EXTERIOR CWO FOR SPAp0 MEi WETRI �•, MWD-OADE CWW TYPICAL ANCHORS APPROVED MULLION �ELEV 0 &MULLION ANCHORS BEE SEPARATE NOA oil i nen.lAu W INDOW WITH WINDOW DTH ;A&Pg ypmyzw1G1NroFlodm S DAN.' B B h ep drawing no. DE4 W07-01 sheet 4 of 5 2,800 MM NO PART NVM= QUANTITY DESCMPTION NATBSW, NAND./SOP61Sit 1 CU701 4 WINDOW FRAME SOBS-TS - 2 S-03083 4 GNAZHNO STOP SOS3-78 - 1. 3 - AS REOD. SHIM CUPS, 2'LANG 8083-T5 AT ANCHOR LOCATKM 2.100 8� 4 868 AS REQD. GIAWO COMPOUND SAJCONE DOW CORDING LLL _._I. 8 - AS REDD. SERLNO BLOCK EPOM DUROMEIER 751.5 SHOREA .100 j IF 1.350 Q: (D WINDOW FRAME SPOT WELDED n JOINT �M os2 a Q GLAZING STOP gg SPOT WELDED JOINT d- i.125 VV O Q SMEAR CUP " CdRCULAR WINDOWS MITERED CORNER (OPTIONAL) �Fl SPOT TO JOINT a EW VAO MMAD M'AE�L7SBB2 �PRODMRSVISIND tl�aPrmtls yS �" RECT. OR SQUARE WINDOWS lofty drawing no. TYP. CORNER DETAIIS DE o ori wog—o1 set s of s . •�_ AUS � � •� - � ��`-=x�e� . �� 4L 1 - "RwmAmRVAXDRC0X0MWRggXMMFR0DUCrC0wfRm8xCn0m 80A9D AND CODRAbib=Unr,RATM DP,;M t1i I IM SW 2g pmt,PMM 288 NOTICE OFACCEPTAN(M OAA T3t5- Aj31S-Z $501 xw Wadley,FL 331" Sicom- This NOA is being issued mdra•the Nqft"rules anti mpkdm comuctIm maturiais. Tho tion basbel�Sad Sftd use of PwdWC0Mlftethn to ten used 11 l -Da dv Count and 0&gr arena bydwAY RM ndumty This O sW mbditdm( be valid a#tcr due asphow dfo sleted bar. TU Fmdw CMM Sedm(In Wim- Cody)M&or ft AEu(in asps 0dw flim D�USt the A . Product 0r macaw hftd for )reserve fails to perform in�died nnaoaer.the i mmmm ' tf p or memin l rimy imalediatsiy mmft modi&.or dw useof of and 60 AFL t�R l�esranrss tim ��to revoke � if it is P atr ! l t ,iu,;sdlc�,. . CMW Section dust this prodat or nmtmW i�In &a af This Pmduct is OPPMed as dawnlmd hwak and has bun dwkW to lY wM the Florida BWft CO*inch"g the High Velocity Hmicane Zona DON:Salam-L&Porgy' r- ift"PROA boors-> VAI.DOCDBMiTr Dmwing No.FD-M, "U P8Ita-llttpact Fteaeh Ou1-S+s►in�Door", sheer Oi thnm&OS of ft pmpamd by dm dated 12/12/82 0tlm revi9iaa '.dated 3/27/13,sued a� by Phomas I p F bmJ99 �'tan d Product Canw Section RNwwd st W with#0 Natim � by Mhmai.-Dade CountyProduetcomw Salon. M SS=hWACT RA.TM.-LaW aw&mM Imo,ImlR=kjW LAEELEW.- Each mk aW bear a:pgnnsnMsaw the s cr � . and�011fl1Y '�:a nW396 C ►-P OdUd Cm*W A 10Mi �e RnWON of this NOA��a to ma �baa pc&nmmbl ad titre ban na dmp In ee apgtli dds pmduct TMW"TWN of this NOA w➢ll ocow of dm gxpkWm dift ar if tests has ben a rem or dMW 0684,"&Or 08wdwhm of dw pvduct or procn&wmw of dds NOA as aaa mWoo t Of$BY PW&WL fm'MIIAM adVftdft or my odw p "wAmnadcaRyknahtMtlis NOA. zDjb @ to COMAY with=Y seddan of dib NOA s>mtl be=m fn•trnnlamioa and remGvW ofNOA. ADV EIl ww.- The MOA Mmbw jamaded by the ids Miami—Dade Cmuty, p1orik ad � by the.�"nmy be displayed in� UWaaty� �aay paw Of t1�NOA i.displayed.then it"I ba do=in its e�ran&. lMff TIi411Tt A aW of this entire NOA shah he pmhled to des user by the or its dWbutim and shell be awdMbie for hmpoom at:dwjob ab at tho tGqUcd offt BUMQ This NOA rmaem MOA Me.iZ-$127.23 and of this pop 1 adeve paw E,1 F,2 U-3, . as well am appr0vat d0mmmat mendonml abo m The aabmltt d docuumufttion was reviewed byJMm D.Gmca%P.E. NOA No.13-.0328.11 DaftJmn Approval T1atC M 20 i P(zD U'l Page I :G7j- ZC� I0 d m-cwrIsrrr, �rrw►aa•g�, —wm M-bt. • ATOTTCB OF�"��''r'AIYCL. R1V arr�r�ri A. DRAWINGS 1• A4=ut eotur&s die dunubW and secdom PW ed wd orpvpfowNOA N&11--62ae) 2 Drawing No FD-2903,UW`U Part+a-Imp F=*Ou"wh g Dow",sbes OI ftoush 06 of Ok rwted byde ,dated 12/12.142 wa*e ht"trovisim "P",doftd 03127/13,Oped and sated by T1asnea J Sotos,P.E I TRST3 1. Tat roPMU on:1) Large Ike kPA Tester F$,TAS 2014A 2) Cyaue Wind Prm=I ng per FBC,TAS 203-94 e1aAg with drams aW institlition diagvn of shunlaum O utswtn Fnoah dcmr, p mp and by Hutrtoaae roemooring & Tesftg. hm.-Test R =U go. MM-11-T,Tuned an Ol/06f2011.sped and waW by Cau"F pbM P.R (Sv&vAWd anderNVOA Nae II-oft 03) Z. Testnepmta=1) UnIku SWc Air ftmumTc4 per FBC.TAS 202-14 2) Law loodk TMS F13C,TAS 201-94 3) Cyclic wind Ptmm par FBC,TAS 203-+914 along WM wsrb°d-W &wwhip and inddh6c n diagmm. of Aunlmm4 OumvAng I'll 1. wqmd by l=l=q aome&g & Testing, Inc,, Test Resorts N. IOIT" -2613, l '1'I-N-2645. -09�-2.629 aid Mn-0-26* issued on 1OMMO9,a*od ad=sW by Cam F.Foot,P.B. (SuBmftd wMw NO.ANo10-01Z oq 3. Test reparts an:1) Air mon Tat pff paC,TAS 2) t Air P==Teo pWFBC.TAS 202--94 3) Wald Rcdds Te54 per FBC,TAS 2x244 4) EnflY Tcdb PwFBC 24113..1 and TAS 242-94 gtong with des amt inde>tatian dingrm of alunlhunt Offing Fromh door,Preps by EWniam Enenceming&TsgWg, Iac.,Tea Bei N..,. R=414-1897, HM-W-1896 A, HL I-W-1596 B and MOtTl-"-1377', issued on 03/0"ad 03/12104,aft signal and scAW by Xafwd F.Mm-Seda,P.K (SabnAW wodwNOA N&94-4607." 4• Tact=PwU on:1)TMHc Test,Per FMC,AMU B4 -mWWd-v dmwbW and iludollollon Magmm of sWwAum Outswing French door.p orc-d by Mmem EnVwzbg & Testi. hw,, Teat Rots No. HETI-0-T095 and Mn-02-TM bsod an 01/13M.both sib and by RAW B.Drora..3eds,P.Es. (Sub ed wider MOA AU 03-A219.dt) Jaime A Guempp.J. P"dast Control own=$npWvtWr NOA No.!3-=.11 EXPRUIDUDAW Jate 45.218 _jAff rovqknXW- J=eK2013 NOTICE OY'A wtvCE; P:Vi10E;��n E• TIM(CONTINUED) 5. TOS�nFMIe on:1) Air Mbration Test per gw,,TAS 202-.94 2) Uaifoon Steric Air Pmmm Teed,Loading pw FW TAS 202-94 3) Water "Dw Test Per M TAS 202-94 4) Amita Innpaot Teat per FBC,TAS 201-94 3) Cyd VMd ft==wLOa&9PCrPBa TAS 203-14 6) Ford ROtRy TO*,per PBC 24113.2.1,TAS 202-•A4 with nwbe&W &avvbW and insbAdion diegraan of ahmhwm oubwkW Fri door; pry by Hunican Engbwmivg & Teems Lis., Test Reports No.'sTC�"rI$2._i , $QTY--B�-17?.(, 4M HSI 02-4736, -1742, ' -6-1763 nd FWr&U-176k wed on 011142M. all 8WW and sealed by Rafil E.lk oz-SWa,P.IL (S&bwfed MIAerJVOA Me.0-019.®I) C. CALCULATIONS 1. Anchor eelificadon calculations a CDMPg with FK Pfd by dw muni daftd 1?'./1M with ttEe jftg wind ddbd 07/02110, aim and sealed byThonw L Segos,P.E. (SubMI Nd=derNOA]Vn.1t .12RA4) 2. GL=109 cnnvdies with AMM E1 O-M 04 D. iQUAIM ASSURANCE L AGaM Dade Det of RopWary and Rc..,ia g3 R MATERML C CAT"M 1. Notieas ofAcoepbnw No.1341"27 issued to XL beentD&emeun&CO."hot . for*&"DuPont p"Interiays"date!04111/13, an 12!11/16. 2. Notes ofAcceptencc No.11-46UO2 issued to RL DurantDeNemours&Ca,Inc. for dudr`DuPont SmtryGhu*lktaftyee dated 00/25111,ftpiring pn OIA4/17. 3. Nobe of Aceq* ae No.12 423LOO usuedto FAdm=CbOMW Compo► ) IN CP-SA=and Sun=EP ComPaShe Gdbw Uterlayers with PET Core"dated 03/28/13,enpuing on 11111/18. F. STANTS 1• adment letter of ,, no mal ht=W and conpUmm with the . X2010 wd AMARA 101/LS21-97,d$ed OU25/12,OiVW and s=Q by This J Sots P.E. (Sub ted awderpwvlomNOA Na 1"127J3) . up+er Pn duaCuaw Seen"S Sft P. rker ACOA Nc.. V4MgM lR&AtbOD8f+e: Jmoi%2019 g_2 ApproMDate dneO42013 E8 3Wd rn*CWTIA/Tt►-►b�r.a4srsv, i�i�Tlf�drl�a ice. . F. STATEMENTS(Cownwimm 2. %Wmd muzed,by Pry CanIm4 daled07/27I10,sigma by bhq Qmda,P.E. lSHbNJWdrntd&IVOAN&D-020203) 3. Laborafty c=VU ace lei for Test Rqpmt Imed by F� &T Yom, d 0 111, � dW by C"'do ($'Atw+ 'mderNOA MI6611-Mft03) 4. Proposal issued byhodud Control,dated 03i26J09;sited 6y Rc�xo Nom, 5. Labom my e4mplime lei for Test azpmU M.,, -8 2W. HIM- -2645, 49-ab?.4 and BWfr-4.,qL-W d; ism b3y Hwk..MWS . Ing 8c Wig,Ion.,dated 10/nW,Agmed and S=W by CWWWO F.Foot,P.E: 9abmfiWd under MOA M&r9-arra&af 6. Labora ay1COUT&= 101101' hr T+ ° No:s HETI-04-1897, 4-•IS96B, HETI-&1.-237T, MM a_TW5, 1 -8Z 1'090, 42-IMB, HB33-02--1726t HETI-02,47299 IMM-0-1736. HM"2-1742„ HMkWJ,70 and x-02-1766, i..W by Huffed &T ii., 01/14/03 and 031118/04, all i sad P.R {Snhwftdanderpre .NTOAM.05;JII6��16) G OTHES 1. Notice of Aaeeptsaoe No. 12-0127.23, bsood to Lawson In� bw 6or hew Series `" Ports V-*" Oates Alamiswm barb Doors -J.IsLXn Mmved on 0"5/12 and aspiirlug on tfiW13. Psi Coetrol Sfttim SWPerviw MOA Ala U-+D315.11 F►Irnt=D,2W June ft 2l18 9--3 ApprwM Dow Jure Q6,2013 - - big 3�d OJ•�II.LN1tJd1H3I/If . IA ire•/b■9x61 Wh 6-961 uo-6l9 1 1tAlf 1069d6AN/1NUOi Fr, 3 13x16' t+nx p ! 39�r1n e �- u• t taAvc iL Atli .I 6 •K ALt4tnm s e• 6 L U14% P fl IR.IAq Aa64Ji9 4667$-loAvittko d •966 ul-M •Owl Q4NI41. .tOt $1116, x669• AUR 1.96r Immo ■ um 6161 6 / ` p 4.06— W-1111r 6{ t P 6.967 ul-6rD • 66P 6 r6U e% -M A6JQW ~ 6 L V. "m we-7N6• -t6 Atl•IWW tl ro• 6• r Peed IH LW filo tt,T W Will as•elm •73 At7aI0P61 la vx+•aa eP ere w -na pu►ac., x6vP.>m .e I t ,Active Inactive ■ r,area N J6- tl e r I{t otffi t67 P rWC WJA 6 a j u P. oo"PiA a rT°6 AtYlPadl �3�a �� smenSte • &3� A L tl Ii1t A6PPlp 6aaa•r6 AL1610Mp � ,♦�l' •� t 61.4'108 e■ m A / 6 a6rtal 7 MAP '��•s '/ { ♦ 6�T -69140 6111T am • I6po aid to atm 6nrfst.tvu- tM16'- t stn Ibt•A - .�_ 8 t r P tam 4 WA,101••116 t o 1 ■ ►• 991$16taerav qo r SWar-M r A6Y11 -1• v '�• T ■ !tt• A86PI: •M1KM r M-0119 • r atffi 6M-01%8 no a >a a u r ar n r ■ a6on s111-00 emat e o""WoIt OLL r X� —flow RX'P�RI�LI�VAT[013 • • floss • . ftp- an $69119191.0 - ; •WIMIS Few im eBLS'1tT9914 V tN18 PAWPcr t9 0 13 M 11010 RAMA @6$8$109 ML 691 ■ r @.ta1 alar• • 1111 8 x1al iAgCy1K18oG7' %%us 6 (pl y Mt9 oP ABBt••E1roo t41 7�t omma at-aoa / ISL A1t•t t r !1t - A&W 6 sA#811 sac m1�rd1AL IN16) AP7q00 �AW /�IdPOOL MB no IIOR�arOpl. L �1 or s PNuri rwtt L tar Poor. t 6 �61p 7N 01=1 an 4 "11 4=10 eK 8>N g yt�C�K�N p porta° "7nmaor t To B' a . rh01{ 9 7.aio7t �ro a aer Pw♦Pr 1µy eAr6lrr otts>nsa gerolll a a!/e" '�' ��aloagN 10 6AI wu6WW, Anak a 1111 . r6 tti 9 r own.•o•a61i■J m l66/an NI,MW lath l+µ1 A"AYMB aPOM eCtONo ML 07�M lm own �y 9 IC Lr1P I 64 494PLW=•610Wn6$1.18 616 A3111181011151 SPSIM AN llt 6VC1i83 Su forge o S"m r•or a=IRUI LMN FASWR6 M6. Z IR•D78 diPtnATq'66,MIA Iail - N-H .He to 146 Name♦n �' t 917 AIt!APDLAlff 1 tM Ihtq 6 ^�1 q O asst t r W 1111111 0.6 ea10MlraTla6 t"at a 19 L Vd Nit A1tx W. A4WY11110 ta9Lleat 1 1 tA1G6A0N O(6 SAO a o0» q • . Bal IA66C AIlu[e1661Tt61 6 6 AUPap6w .1 O f� .+� C a e. as -oto !6.6ee 686'6 6a*am 6769• OAA W•1• ` �•� ,M.im 106!w,6-PaM16Wn�6■ej.(µW41110 9101111 alt b"Ift 65 L•teb LBatt utr 6614- w4 µ 1$101 BP•*m P�1rJ 7101 01 a clod t o p6d iAaO.robe IrtdYo9m to q s o 486 $10.0110 ITW~AMM t UNK oqmm I to 91$61 r7araksr q >a Pwlt■166 g•►■ata■eq robs q$eg4e mw caro$ 61 on.two6o adh r6ii6U 9161$aa6a A6{N.AUX 1 1 le6la s 6aH• M 1Y01 Oi.ltObImSON 41' �Witl-1kHll to61t(1"e0�0j.j7'�7rv0�01 6m7dW dOddt PP 687- B/Pt+$M aw Wt A N T t e e■w606ATA 0 lttyJt' �� r s Jtlet Wo OWN 1Wr to•6.1091'u•t '�'p8• i'�• am "oft SL !p r P 6te1 $o• Iv[BN6t6 6 x$$6116 t Aa6L61N rl$8to/r 11 oti ri t•e0m6b■/18669161 a adrl6a MILO tt oiyp6 38!66 d. !t$6s1 691- 7r{n•16ar loml akt{vt ASNL6)@ aLt91D•8t r .t* I a-#a OWW" TV «6 »deo 110- 1 1I►t41tR 6 1 s to 0a"*N a6se 686 ■■I EN. •rd•01➢1 691 1 x6+10014 t6e11 taaytYt amnr810 6Valr1.11Nw1 i a.■ as r ■t 6t- 1/Wae t we.A+tar7ws7 r..6.+w u.A. a " •» '�• , `' ��`� —.1 �.p Ih1m>.Ila— 66 "Le Port'" Juopaot." Fre»oh Out—swing Door 6 a7 116• I■ T 01■att « x4011 :�: �•••'LO�@ IfiB»9arhw 0 16 /a.6d MC- ■ N ��an a !t a, mum 004"N flyrlGli LA . 1.--`�.-r"'----1�,.t•�7ea 6�1 v16M A DIY•ro•qae t� ' � Pd MiW� �•�titlb�. I s� • } � A 1 Noit1 ir i of Nm rl,moi e9 � : "p} a E[•MUMN A"90 'or mAnTION °X" ELEVATION is wr«a ah APPROVED CONEMBOD Alm va:caa .-W!99—206:07 W �w/'muca�c •• a wy{�+}� l Qltr-amWa onop wnNafl►& Sam ro W s o v a tr o e• �a a6i 0?ur 7,' S uu• na US p V4• •lds d 0 ?ND• tI�• OM• 0 4 d r3�� ^^ 1 . 8 Q e o 1UD• �!� �$t q � � �va � ��aAa• xe if y tl U MGM iD IN DA i _ w �/N{• D � A 0 nffiIE•1C0d1t �.I' 'uyi0 Jam• t1A �L.O 6•. mr x►D OIe1 18 V i i LLL �1 iM• 060 •0 o+a a�mtmi ^WAnDurs.�w LAWS.� / J V X91 KA 8pb BR 58x48 b� �a!%ojrooeoea i+sad m1mac�SAO UllM-A �1� • r ' * �s.•m9mw/mob roe as as OM e�aw mob"" a er date oP F� OL13 POlt6" �ipaoi." FTe11{th Out-Swing Dowt Atl01l08.tl0 I d i DATU ►' �+7�vo hum uoo�nnWa � �'"""r" N.bm�A•�o to s, o r iasuwtn1au •A , ;; wr. arae aa.• ro-3COS 'i1°" � � I ram w #1M atom 041 UM UK Down 311111 mac4'RL>T17b1 o*astrat U4,anu.to IV. 6 6 Ago* 7 bnmeita B 6 0 G i tea, 6 8gaeh „ +g r 2 T- �• �'•�i OLO tiad!!+'4--�{ � 9 8 1f + i;j7«;�8� rkt � ti F-----IV* Aft� �f 8 t 14. L � a o a UWT via WA Act" , °0Q umeaw acus. aroioe anaio a t4ec 11 emm 011 CAUM 00 IT .. 'a,4tf,rt lrmoolial txrnaatwe aa�e;rooe. ick OFTLAL 911.E 9 t s� ttt�ffiVar.ash s ®osra>b R n t+t8 u►rrn vi '' f�' Z araC ct ttit cm4tre16 Lmno+► atti 'r rat swt H Was=owns 'PDQ-1'+tl1liT ,�gU47l..l�IKT g„ (y vL.s emt rrms T al 40.412 iY MYt m•to as• 0-Pa L00tt,LUdltttOtL4' aI4Rt��Wr4s va"M UL we R is tOv JUL flan 111pKt. •L17 S t�Va r m Al Per W H1 N r+ne ar enL to tgaas mttr�wu+a etoasak=sob a dtm rypn+1, a a t a um+rags¢VAR#m�au.0 treat rmmna:ate" W&w.t"t�w/a,rw�r a•otwa r, WIN a araroca CRUM a noon �f^ n i. pat t dktD a rm.eon.o trrtol6t 1AtVTu►10 W W%W or M WL 3�l. rel tlnf@M ,ti�'•a :c -frAva LA L T Mal I&aWh 8, tt ,.+•yw•-�- �:•:•99 W 'a 0101140 mum a Mlrn A�l��rl�JSt� •�.00 •� ' t t t�aMa Iodr Wlrrf/11 ( SdBO ��"' • :al. Tifi�r b tampp�/4010 Rd per, ONO WSW g w��,,v�.! r o f . MHOwa a v s {46C'"4�!& M tri ?; .' "o"m two t "Le Porta" ImpelcV French tlnt-8witlg Door 4.ron a►ne • m � v ' i wtb•rOPM w QZW%l,Os wrian ° 3 , y. etoa IIme MMUM mot q d JAA18 �� 106%St116 II ~ h� MILE tA�B r "6 •�� 10610 �•L a � 4 e. t e,��.`' .WrB t• ,• Slriti ' r S . • At prtr • 11 t �1�i� �'�'r l•' �f A•L i 1 fie.. ` • I I Will � —t gC BOMB a n NiN i mnr vrorn a�Ga i '.. . Bf4BaWR Stas � C 'is r ay�}es qG vivo�w `��grTamello w 1NlBgIOR Mtlf r •N i`i r'«A V"��,rR COIF VeCIgo • i6C NWCi►DR pAH�tl 1�N STU ` • p: t!i!C ►iWC 6uR •, 7' .IS tr'" v�D�bt AcUvt tttP •k�'" ••.► ,��1.K ; � 8 tee1Ym11e Rett» MtFi1D� swTesti'. NCAC t f+r�ilCc DNIM M. *00� WMIMM Wes Std ® e Al a8 t ' G3 5 46 Ahem iM• �/ "mar t>a et > 1eKee, eeleaxa mac MM all q��1°r' x �y� �,0��_ stDC Man Itde 0/F�7t'atII/.,"°Zvo } r carr COMM Stns rte& s x r T retlwr bmmttn JAl�t ons II II r/i •y_--� ad11aa0JR rias "T MUMOM 5/0C k � to�ap i ��:�:•..sr .�- ' - t„r t > J- 2 a > ° s @ ^ o►yanle►. A $tn newaola 8 P II$' FT111111=1 In W 8 Qt lo==s �I a not"NOW x4 1_ aaII a aam�y v/rrm i.ewl3 O yMe•e66o SLLt. ••«ti v y:r,. §fit ' t•.,:� • w""M-vmt°1�0sextal®Rt +1AamAs�Ieb At •' •+!�'• a 'e•a,.{t:�+•' = S 1111+ Q ed fo eellgp R/A910 rse pw, m4A •}+iPo'%;! v•• ,SS 1 0 �;'••.A;:� a►t� ;�. t�•Ntrt 011880 41.0 �� sne TAO®i v� a� "'� • p �ttt?raty`�;o• p t IA Parts" Impact" rmulb 0,4t-S,dtsg Dear• nwe�tQ NO=raw 4PACM +l � ` � •"n..ra. ga.wwsaa• �-40W r I r 000 NOW IM04 - � /� .` m.r tom«•. r�ee�a�Iss .61.A21Atti 9atP�,y �rane.e�.�... ata- fit• "red !llru d LY DNA& dOD13 m/l"� MAM am ass w'mwwI � atAtm tral A asst �,aoa>+e � 7 .m•+ a 8tL6 S�d1AHT oarAtf. y3•� n[ZTer. 617 t 10ri MIAOiI O p 10tt•A fbMtA fa•1► �® �•• w ,�,� ' UtY6OOA8 e�{IB G Aero uo.�. row.aq�, e116'® AL112t/1B_7NP�! k nBgCgre n►ti.. HINOS d7TACHltSNT �- p Oi;ld08 mm •�• • ��AR�1yt0AM ,W rWR tp' •Btld PML ASSEMY DML. qp • • a the � Ulm%at Am - iwRtN MOA fAltA.r•a bn an po i awne MIR MWPMe Mm" va"sm o n a� 0/pda sa'm teR t t� Wec 4• go� slfA".aaj•t��!Ntit wr1� N rfArq I�ttaeem ¢�' {' in VN 414 o0N"P. NA�'A"bid YM + r wepitoade. y a °s « ,Cum PPM a� l �"t ip R a N�teal m Y 1 L lAt+9�18LY D$YALL ~' " WS 011 u ! •a y �° +!IOC�001 0 aldsd Beet SOUL OR In•gar.l at rry yr MM nr. i •It e otut or/ae/a �h-�G1 sates s '�► tbbld 38x1-lelol eoti o�/ 1 w C e0s- ' . � IMd ro�Rf X010 Ott aa. g ame•7A•"AM aw soars a-M VF > m'g't ' t�a+,4P'�`a.�r 1°'°` "° 1 '6s*LaPorte' irapsee l Out-srrt:, a m• rnros N Oman', ncr n a 3 �,w�` ° "•a sob"s.•se eA 8 � Door •t• `"°nA.A °"'' ' °.�.' ro-eoas Awl �j r rrll I ml I ,aoo ,17 AV 46S RWAU a+loseiR7 ma PAM UINM Ism"g IL-w Me f-«e« f1 C wee �� -•� w, ,� r' anur Pon MIL l"11t10 tt f , r ae «6a MV*6 am � dt8 iw .o«d V40-13Q (D Purrs t .s.e�ee. .m.. exNo —► .taa App I49-661 1 4umit •�PAAN�o w R �+ i Ct"" WI��p�l'�BaWm.181 146 °esi« �.�0 R' Q da.'-««�«FRAU an a«Hdo° us an man PLWM ® «>va�m►6a1ga•A,bl,v� R Di}t0 «•«Ib»we%no lie m am Raft 1W d 8 e8 A%tM 6r aw 1 6F 6 AN rm 4 eater AMIM 6.4 XW.8"AMto MMD go,Mft S bBa►�6i aa«a am «Roauet te«im T ® � "out,a«p s to .g�„t? � ,t tag�.,t.••. '�L0dTA107gp �Y" 011T °�� _ «.a:• 'w�' o rnr 6 ova s .a«w mat 06q«« %IUWAU IM to Ulu p,f Optional MuJU-Pohl Looks , awam Aman «06°8°° aura„a, luu. i«l-60.io W) '�+•'�. �,+� ,+�•sr rm I�"yp'a �tatnct99s-t in_ ,::� ;. +,fi v��;,��e a.b ,o,,,, of ,« "1,R Foyle• Ia►pRet" }'rreboh Onow"at" ut-Ssi«1� Door t*l-*�pn a'1 ► 8=1 8 6D7 tM� MIAMI-2DW I , � �� MIAMI-DADE COUNTY I MM PRODUCT CONTROL SECTION 13UIWING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT 03NQ 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.¢ov�uildins/homelasD Industrial Louvers,Inc. 511 South 7`b Street Delano,MN 55328 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)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 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. BORA 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:Model 653XPDC 6"Aluminum Louver APPROVAL DOCUMENT:Drawing No.DCT,titled"653XPDC 6"Drainable Blade Louver"dated 10/07/09,with Revision 5 dated 08/25/10,prepared by Industrial Louvers,Inc,signed and sealed by L. David Rice,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo,Geneva,AL 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 Oficial. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 10-1006.15 Expiration Date: February 02,2016 Approval Date: February 02,2011 /J X111 Page 1 Indgstrial Louvers,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DCT,titled"653XPDC 6"Drainable Blade Louver"dated 10/07/09, with Revision 5 dated 08/25/10, prepared by Industrial Louvers, Inc,signed and sealed by L. David Rice,P.E. B. TESTS 1. Test reports on 1)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-up drawings and installation diagram of three Series/Model 653XPDC, aluminum louvers,prepared by Architectural Testing,Inc.,Test Report No.99545.01-202-18, dated 08/31/10,signed and sealed by Joseph A.Reed,P.E. C. CALCULATIONS 1. Model 653 XPDC 6"Drainable Blade Louver,prepared by Rice Engineering,dated 09/28/10,signed and sealed by L. David Rice,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code compliance to FBC 2007 issued by Rice Engineering,dated 09/28/10, signed and sealed by L. David Rice,P.E. 2. Statement letter of no financial Interest issued by Rice Engineering,dated 09/28/10, signed and sealed by L. David Rice,P.E. G. OTHERS 1. Test.Proposal No. 10-0097, issued to Industrial Louvers,Inc, for their Model 653XPMDC 6"Drainable Blade Louver,approved on 03/18/10. 01 13 11 Carp M.Utrera,P.E. Product Control Examiner NOA No.10-1006.15 Expiration Date: February 02,2016 Approval Date: February 02,2011 E-1 MULLION ANCHOR LIST USING 3" X 3" X 1/4" ALUMINUM CLIP ANGLES LOUVER PARTS LIST ITEM SUBSTRATE FASTENER(S) MIN. IN, EDGE ENGAr1VEERIIVG ITEM DESCRIPTION MATERIAL EMBEDMENT DISTANCE losSchool Crook Troll I essxHrMoc FTsaME � a- MOI CONCRETE (1)5/V DA&S,THREADED ROU W/Nan HIT-RE 300 EPDXY ANCHORS PER CLIP ANGLE 2 7/8' 2 3/4• Luxemburg,VVI 34217 Phorv:920A343.1042 2 65 MOc BOTTOM FRAME 8063•T6 } `� n 8 MA02 .SIFEL (4)t/a•GLA IS,SELF DRILLING SELF TAPPING SCREWS PER QP ANGLE N.A. I/y° I= 920.8411.1048 m o � � MA03 WOOD (4)3/8°DIA.S.S.LAG BOLTS PER CLIP ANGLE 2 3/4' I 1 I/r www.rice4ric.com 3 653XPJX JAMS FRAME 8063-Ta •STEEL SUBSTRATE MUST BE A MINIMUM 12 GA W/Fy Q 90 ksl OR t/8'THICK W/Fy a 36 ksL Rodtla Firm No:F-01000006061 4 653IPMOC BLADE 6063-Ta a to Certiflcateo4Authodzatlon:89090 5 8"SUPPORT BRACIE MF 6063-TB f= R w pp Reglsiratlon No:60923 6 TSLIP MULLION 8083-T8LL m W a F n r " r, 7 r X r X I/8•ANGLE-3 5/8°LONG 8061-T8 L) a� JAMB ANCHOR LIST USING 2 X 2 X 1/8 ALUMINUM CLIP ANGLES (3 .5/$ LONG) N e r x e x 1/a'ANGLE-e I/e L=G soel•Te W o SPAN TO ADJACENT MAX CLIP ANGLE MIN. MIN. EDGE ITEM SUBSTRATE FASTENERS) a 3•x s•x 1/a°ANGLE•S*LONG eons-Ta � JAMB OR MULLION SPACING EMBEDMENT DISTANCE Io r x 7•x r x 3/Ir aurNNLT eo61•T6 Wry JAot CONCRETE 38.OR LESS 20°as (1)1/4°DNA.Sa HILIKLWK-BOLT II PER CLIP ANGLE r z 7/8• JA02 7r OR LESS to°O.C. (1)1/a•DHA S.S Han KW IX-BDLT M PER CLP ANGLE r z 7/e• 11 r x s x 1•x 1/e°CHANNEL 8061•Te Jaw S11'OR LESS 6 7/6°o.c. (1)1/a•ILA.SS,Han KWIK-BOLT M PER QP ANGLE r z 7/0° 12 r x I/e'FLAT BAR 60113-Te Ld J44 144°OR LESS 4 3/a•oa (1)IleDNA.S.S.HILI KWIK-ALT m PER CLIP ANGLE r 2 7/8° 13 #12 x 1 1/2*SL PH SM SCREW 18-8 ss CW JAM ••STEEL 38°OR LESS 211"O.C. (2)i/a•DA.SS.SELF DRUM SEF TAPPING SCREWS PER CLIP ANGLE N.A. I/2' to pz x 1•SL HWNH SM SCREW 18-0 SS CW o n ,� JAS 7r OR LESS ICY ac. (z)1/a•DA S.S.SELF DRUM SELF TAPPING sGI:EWs PER CLP ANGLE N.0. 1/z' z 10788•OR LESS a 7/8"ac. (2)1/6'DA.S.S.SELF ORILNG SELF TAPPING SCIM PER CUP ANGLE N.A. I/r 18 s/a•-16 x I 1/a°HH BOLT 1e•e ss cW AN 144'OR LESS 4 3/4•ac. (2)1/4°GLA.S.s.SELF DRILLING SELF TAS seREINS PER CLP ANGLE N.A. 1/r 1e 1/4"-2D x 1'HH BOLT 18.8 SS CW JAGS WOOD 36'OR LESS ac. (2)I/r GLA.Ss,LAC BOLTS PER CP ANGLE 2 Ille 1' 17 JA10 7r OR LES to°ac (2)1/a•DNa as LOG BOLTS PER CLP ANGLE 2 3/a' I. p2 x 3/a•EL PON Ha�R SCREW 1a a ss cW JAIL 88°OR LESS 8 7/a•at (2)1/4•GLA.&S.LAG BOLTS PER CLIP ANGLE 2 3/a• r 1a pax 11/r SELF-D�LLHNc sa�W 1e•e ss CW �I JA12 144.OR LESS 1 4 3/4°at (2)1/4.OIL S.S.LAG BOLTS PER CUP ANGLE 2 3/4• r D ••STEEL SUBSTRATE MUST BE A MINIMUM OF 18 CA W/Fy.331sL GEMERAL NOTE& OJ o ig JAMB ANCHOR LIST USING 2" X 2" X 1/8" ALUMINUM CLIP ANGLES (CONTINUOUS) '' I�s STRUCTURAL I GNNY THE IM STeuc' TO T w SPAN TO ADJACENT MAX ANCHOR MIN. MIN. EDGE 2. �LOUVER SYSTEMS HAOADS SUPERIMPOSED VE�I DESIGNED AND TESTED GLV p Q ITEM SUBSTRATE FASTENER(S) JAMB OR MULLION SPACING EMBEDMENT DISTANCE ACCORDANCE WITH THE FLORIDA BUILDING tr)AliFBC n.m JAt3 CONCRETE 144.OR LESS 6'OA (1)1/a"HLA,ss.Han KWTK-BOLT II 2 1/2° 2 7/8• PR s OCITY HUFIRICAKEZONES,a 203 FOR AREAS mlC.uoNNG HKw n LLJ JA14 ..STEEL 144°OR LESS r at (1)I/a'CNA S.S.SELF ORILLNG SELF TAPPING SCREW N.A. I/2" EACH LOUVER ASSEMBLY SHALL BE PERMANENTLY LABELED AS to JAIS WOOD 144°OR LESS 3.O.a (1)1/4.Ou+.ELS.LAO BOLT 2 3/a" r FOLLOWS: �m � INDUSTRIAL.LOUVERS INC ••STEEL SUBSTRATE MUST BE A MINIUM OF 16 GA W/Fy a 33ml. tM9mN Is DELANO,MN Z y H- MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED <( N JAMB ANCHOR LIST USING 2" X 4" X 1/8" ALUMINUM CLIP ANGLES (6 1/8" LONG) 4. AL CONCRETE SUBSTRATE SHALL BE MINORUM 4000 0. z SPAN TO ADJACENT MAX CLIP MIN. MIN. EDGE a AL WOOD SUBSTRATE SHALL BE MINIMUM c e O.Q DENSITY. ITEM SUBSTRATE FASTENER(S) 6. AL METAL SND SUBSTRATE SIAL BE MINIMUM f 33 ks1 FOR JAMB OR MULLION ANGLE SPACING EMBEDMENT DISTANCE JAMB ANCHORAGE Arra Fy-so kel FOR MULL DN ANC H�,GE JA111 CONCRETE 38'OR LESS 24•ac. (1)3/8"DA,S&HILn KWIK-BOLT IH PER CLP ANGLE z 1/r 2 1/z• 7. AL STRUCTURAL STEEL SUBSTRATE SHALL BE MINIMUM Fy-36 ksL 6 JA17 7r OR LESS is,ac. (1)3/8•DA.&S.Han KWTK-BOLT M PER CUP ANKLE z 1/r 2 1/2' a PANEL WIDTHS a HEIGHTS ARE LIMITED AS sHOLWN IN ELEVATIONS AND JA18 98°OR LESS r O.C. (1)3/8'DIA.SS.Han KWNG-BOLT M PER CUP ANGLE z I/z° z 1/r DETAILS, JAIB 144.OR LESS 8°at (1)3/8°DULL SS.HIL11 KWIC-BOLT W PER QIP ANKLE 2 1/r 21 tp11HIH11NF/F� 8. PANELS MAY BE HORIZONTALLY STACKED TO AN UNLIMITED WIDTH. JA20 fddll 36•OR LESS 2a•O.C. {I)3/8'DIA S.S.HILI KWRK-MLT M PER DAP ANGLE 2 1/r 4° ,ttt W'Q VERTICAL STACKNG MAY OIXLIR PROVIDING A STRUCTURAL SUPPORT NSTALLED BY OTHERS TO WITHSTAND ALL LOADS JA21 7r OR LESS 16•as �'Cs IS BY DESIGNED AND I THE LOUVERS,SINGLE,NON-REINFORED PANELS GAY 1. {t)s/8°DIA S.S.f6L11 KW➢K-BOLT II PER CUP ANGLE 2 1/2" 4° � JA22 88.OR LESS 9 O.C. (1)3/8•DIA.SS HILT KWIC-BOLT II PER DAP ANGLE 2 I/r 4" d�\G� MAY BE STAKED VERTICALLY TO AN UNLIMITED HEIGHT. O � 1 JA23 144.0 R LESS 8'at (1)3/8'DA.S.S.HILTI KLWK-BOLT W PER CLP ANGLE 2 I/r 4', *z AL4 OF THERATION OFD AR METALS MUST MAINTAINED PER SECTION 0 I. THRs SYSTEM HAS NOT BEEN TESTED FOR WATER INFILTRATION ROOM R 0 1 JAMB ANCHOR LIST USING 2" X 4" X 1/8" ALUMINUM CLIP ANGLES (CONTINUOUS) STATE OF THE LOUVER ANDS NOT a WATER MOUNT sYSWHE ITEM SUBSTRATE SPAN TO ADJACENT MAX ANCHOR FASTENERS) MIN. EMBEDMENT MIN. EDGE' `w'��ARap?'��a 12 BEHIND i�LOUVTER 3 CE TALLED o OHM WAATTER PENETRRE ATING TO JAMB OR MULLION SPACING DISTANCE , 3'/p�A�P�+t+tt� OM,AND tROOM w oNE ILL OUSE WATER TONT WATER SHEET N0. JA24 CONCRETE 144"OR LESS r O.C. (1)3/11°DHA.SS Han KWIC-BOLT 0 z 1/r 2 7/a" �MinGRl111tit PROOF t An CMU 144°OR LESS a'O.C. (I)316'M.STI.HILn KVIK•BOLT 10 2 1/r a• � 1 OF 7 wa a �r 6. 4 9 2. 6. 4. I KEY NOTES: o c 0 0 c� N 1. 3 5/8" LONG 2".XALUM. a N a „a� 3 ANGLES ATTACHED TO LOUVER JAMB } 5 5 s FRAMES W/(2) #12 S.S. SCREWS. SEE ap 00 00 JAMB ANCHOR UST ON SHEET 1 FOR re. 5 s ANCHOR REQUIREMENTS, 4 3!0 ac weac 2. (2) 3"LONG 37 X 3°X 1/4"ALUM. 0 a +' s ' ' ANGLES ATTACHED TO CHANNELS W/(2) d 4 QUA wu re wa re. 3/8°DIA S.S. THRU BOLTS. SEE ! 1-9.aMraa re 1 MULLION ANCHOR LIST ON SHEET 1 FOR d 3 ANCHOR REQUIREMENTS, w o 3. DEAD LOAD SHIMS REQUIRED AT HEAD &SILL. c ~ a a 1. � wl �. 2. 4, 2° X 5"X 1/8' ALUM. CHANNEL 3. 3. ATTACHED TO BACK SIDE OF LOUVERS. us 1 SPECIMEN #1 DESIGN PRESSURE: 120 PSF 5. 2"X 1/8"ALUM. F.B. ATTACHED TO w ( WyOFITML;TE9= BACK SIDE OF LOUVERS. W D. 6. (1) 3"LONG 3"X 3"X 1/4"CLIP ANGLE 6. ATTACHED TO CHANNEL W/(2) 3/8" Z DIA 2 S.S BOLTS 8EP 2 e 20 4 4 m AXwwdw Wbom l�lnq q 6'wt re 4 a� D>� O`v�C� �. D � a 5. er 923+>< p Jul a w G 8TATH OF W 5 3 J�pO�¢%p Ir w �G �``\��, U wa TO,, q D x m ro 0.m. e a na s 1. l�[C� Ltd w,1 or wx re, w nn _ ENGINEERING (o m V) + — T n,. 105 scnoa Creek Tran Luxemburg,Wl 5017 > ,r, – —w 3 wrone:920M&1042 Fitt: 920.845.1048 wwwrice+)coom p W ,tea a SPECIMEN #3 (DESIGN PRESSURE: 120 PSF) FWrWaRmNo:Po8000009061 a o QTy OF 1 THUS 113T8D CerfiHrmte of AufltortraHon:89090 � L.DaYld Rice Regbtralbn No:50M w 5 APPROVED SPECIAL. SHAPED LOUVERS ap•� 1 re. s rn f--• —Baa � re, . C) 19 o , 2. 31' 3' SPECIMEN #2 (DESIGN PRESSURE: 120 PS® SHEET N0. 2OF7 RICE C, KEY NOTES: �, , ►y ENGINEERING o N O0 105 School Creek W 9. 3 5/8" LONG 2° X 2" X 1/8° ALUM. a0t �e'92D VA 54217 m c o o ANGLES ATTACHED TO LOUVER JAMB Fax 92D",1048 FRAMES W/ (2) X12 S.S. SCREWS. wwwAce-he.com o SEE JAMB ANCHOR LIST ON SHEET 1 Florida"No.,"IOWWSD61 FOR ANCHOR REQUIREMENTS, Certificate ofAulwtmfl :09M a Q 2. (2) 3" LONG 3" X 3" X 1/4" ALUM, i' I L,David��o:ww 1z Fo �T----------------^� W ANGLES ATTACHED TO CHANNELS W/ f `------------------�I �►gWurrrrr N z C.) d (2)'3/8" DIA. S.S. THRU BOLTS. SEE MULLION ANCHOR LIST ON SHEET 1 z FOR ANCHOR REQUIREMENTS. i 8 5358 �•� 23 N 3. DEAD LOAD SHIMS REQUIRED AT HEAD & SILL. I * *~.,w + ° 11 3 a 4. 2" X 5" X 1/8° ALUM. CHANNEL ATTACHED TOi ',,�OpR ��`,`o� z BACK SIDE OF LOUVERS. 'S' �` � i � �ip�rrrNALN►p��` -�--------- 8 5. 2" X 1/8" ALUM. F.B. ATTACHED TO i I -------`r------ %'-JR- i 1 ___ SEP 2 20110 BACK SIDE OF LOUVERS. ��A y— 1 20r." olma mr FRtME Alm MMMS FRAME NIST BE MM To , ' FRAMES Si 1J811 OF MEMT NO FMOM 7W AT ' AU XSS MAN AA149.IM11i Alff MDT MDRMAL TO 1NE 2 O= I 1 J 6. 2" X 7" X 1" X 3/16" CONTINUOUS I�_ _ % ' 4 6' w ALUM. CHANNELS, ATTACHED TO BACK OF LOUVERS, 135. U BOLTED TOGETHER W/ 1/4" X 1" S.S. THRU BOLTS ® 24" $3 O.C. APPROX. 00 X m " �w !0 L 4 4 (.0 m Q 14 Z Q N 18 3. 2 a 9 w R C] 8 (� I I 1 I � I I O I 13 o ' I 1 VERTICAL SECTION 2 VERTICAL SECTION SHEET N0. 3 OF 7 KEY NOTES: RICA* 0 0 0 0 0 1. 3 5/8" LONG 2" X 2" X 1/8" ALUM. toso�rw�olcieek n��' o N a r7 ANGLES ATTACHED TO LOUVER JAMB S Luxemburg,Wl 5Q1 FRAMES W/ (2) #12 S.S. SCREWS. Phone:9E0.84At 1048 J> oa2 m o o o SEE JAMB ANCHOR LIST ON SHEET 1 roc o4nc .0m m FOR ANCHOR REQUIREMENTS. o:"1 Plorlda tTrm No:F01000W5061 a 2. (2) 3" LONG 3" X 3" X 1/4" ALUM. CerftoteofAuthwkatbn:asap C ANGLES ATTACHED TO CHANNELS W/ RSI;No:mm (2) 3/8" DIA. S.S. THRU BOLTS, SEE MULLION ANCHOR LIST ON SHEET 1 ,� ��t�VlDrug ��`� 1 ,�� w 9 d FOR ANCHOR REQUIREMENTS. �� Q : o -� o 3. DEAD LOAD SHIMS REQUIRED AT HEAD & SILL " 4. 2 X 5fl X 1/8" ALUM. CHANNEL ATTACHED TO �1 Lal BACK SIDE OF LOUVERS, i TAT9 a 8 OR ---- 5. 2" X 1/8" ALUM. F.B. ATTACHED TO Ii tnnutta BACK SIDE OF LOUVERS. Is -------- _-- 8EP 2'8 20110 00 ® ® 2. 6. 2" X 7" X 1" X 3/16" CONTINUOUS ' 001 4 OR & O ALUM. CHANNELS, ATTACHED TO BACK OF LOUVERS, BOLTED TOGETHER W/ 1/4" X 1" S.S. THRU BOLTS 0 24" 103 5 O.C. APPROX. " L J u X m u it MW >a a Lo LO m M H Q 00 z is Q N uLu y B Z Lu : I -.------- I-------- ' 3 - I I I I I I . o ~ ' o 1 VERTICAL SECTION _VERTICAL SECTION �.J SHEET N0. 4OF7 KEY NOTES: o waft RICE 1. 3 5/8" LONG 2" X 2" X 1/8" ALUM. OP"""'"' ENGINEERING o a 4EN ANGLES ATTACHED TO LOUVER JAMB ,osSchool Creek Troll so e L °ei° vo ,oFRAMES W/ (2) #12 S.S. SCREWS. ).- SEE SEE JAMB ANCHOR UST ON SHEET 1 6. 2. E r010� FOR ANCHOR REQUIREMENTS. _� aTEOF = """"'�BkCCOi1 ( ) ° " " / e �, �l OR\��o�` ��;� Fbrwa rbm No:wl00D00S(ai 2. 2 3 LONG 3 X 3 X 1 4 ALUM. ' `w „,,.�'�L9, Cemffwte of Aufhorization g9o90 a a k ANGLES ATTACHED TO CHANNELS W/ se S/(��1�►,�p` L.David Rice v S (2) 3/8" DIA. S.S. THRU BOLTS. SEE zs 114141 illo RegbrraRonNo.,sow V MULLION ANCHOR UST ON SHEET 1 7. °o W a d FOR ANCHOR REQUIREMENTS. 1• �2'8 2910• i � r �'0 3. DEAD LOAD SHIMS REQUIRED AT HEAD & SILL. H ' W 4. 2" X 5" X 1/8" ALUM. CHANNEL ATTACHED TO u i r m BACK SIDE OF LOUVERS. uj 4 i wa 5. 2" X 1/8" ALUM. F.B. ATTACHED TO BACK SIDE OF LOUVERS. z 6. 2" X 7" X 1" X 3/16" CONTINUOUS �____ ALUM. CHANNELS, ATTACHED TO BACK OF LOUVERS, WM DETAIL BOLTED TOGETHER W/ 1/4 X V S.S. THRU BOLTS ®24 O.C. APPROX. 1 q 9 wj F 7. ( 2 ) - #14 X 1 1/2" S.S. SELF-DRILLING SCREWS AT 10" 0/C. 2 ]AMB DETAILS o U� Q� m x x nw >0 9 to (0m 6. 2. Q z 5. 4. ;FC e o a ee � O W o ° c e e o D 8 8 4 C) lI U q 4 I 1 O 3 NM DETAIL BLADE SUPPORT DETAIL BLADE SUPPORT DETAIL SHEET N0. 5 OF 7 � o _000\ Q d N 00 N D .- N N M mr owe aw atm ' o ° 7w U, Z0 — N M din 1 TOP FRAME BOTTOM FRAME JAMB FRAME o 2 3 � r ,,,1�ihA U4 w w U °f a Xm �``�;p►\IItD,rn � m i • y� t.ms tats �� 2 a s \�+E �� Q n ams 3 G x i- a '� 9 C? ATE OF � a ?ICE W 2.8 2010 ENcrNF.ERnVG 105SChodCreekTraB nri 4 BLADE 5 SUPPORT BRACE 6 "I" SLIP MULLION ,.8 .30217 � ' � FlorWoFUmNo:F01000005061 SHEET N0. CWtMCWe of Aulha,izaff=,79090 Reals*Wn No:50923 6 OF 7 a000\ o , a7ap' 1� Z O 0750' F a7xr w d ixr a0.7,d. z �' J Loa! n,wa ob � � mr � a ffi' a, W lr 0 0 O --L� I Z atm lowt76' amar tL' JAMB CLIP ANGLE 8 ALT. JAMB CLIP ANGLE 9 MULLION CLIP ANGLE �I w va o� am x ro 11111111771/ Lo J Adr asear 16" �.� pPVID to J oae II ��•``��CEN ''•� Z � OF 2 a 2010 -aloe a RICE ENGINEERING o U a,er a,as 1055ohWCrwkTrd C7 LuxembM,WI U217 ; 1/8" FLAT BAR F ;� '.� 12 ,awv,.rlce.U,c.eom MULLION CHANNEL @_=NR�R CHANNEL FWdaFtrmNO.'F01 1 SHEET NO. i0 CerfgcateofAuthwtmtlon:09090 L Davki Rtce RegWofion No:50923 7 OF 7 '. AN — A0 CC�� MIAMI' MIAMI-DADE COUN Y PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Flori&33175.2474 BOARD AND CODE ADMINIST'RA'TION DIVISION T(796)315-2590 F(786)31S-2599 NOTICE OF ACCEPTANCE (NOA) www.m1aWldlade.go_y1mta Lawson Industries,Inc. 8501 NW 90,,Street Medley,FL 33166 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 PBRA- 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 CountyProduct 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 thax 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. DFSCYtIP'I'ION: Series"PW 4200/6200 Flange Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No. 14200-6200-1201,titled"Series-4200-6200 Flange Impact Fixed Window",sheets 1 through 5 of 5,dated 02/21/12,prepared by manufacturer,signed and sealed by Thomas J. Sotos,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. NUSSIILE IMPACT RATING:barge and Small Missile Impact Resistant LABELING: FAch 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 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 and renews NOA#07-0516.02 and consists of this page 1 and evidence pages F-1,E-2, E-3,E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. AIM L NOA No.12-0307.06 �� Expiration bate: August 22,2017 r�J11)12 (A�� Approval at6- a MMay24.2012 Page I Lawsou Yndustri�es.1-UL NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t►:.. DRAWINGS 11:1.. Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201,titled"Series-4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5,dated 02/21/12,prepared by manufacturer,signed and sealed by'Phomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc:,Test Report No. HETI-12-4010, dated 03/05/12,signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-11-3363,dated 03/05/12, signed and sealed by Rafael Droz-Seda,P.E. 3. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-09-2614,dated 09/04/09,signed and sealed by Candido F.Font,P.E. 4. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2613,dated 09/04/09,signed and sealed by Candido F. Font,P.E. 5. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawinga and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc..Test Report No.HETI-09-2612,dated 09/02/09,signed and sealed by Candido F. Font,P.E. 6. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2611,dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test ReportNo. HETI-09-258 dated 07/10/09, signed and sealed by Candido F. Font,P.E. Manuel Per )r. Product Control E a icer NOA No. 12- 07.06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E- 1 Lawson Tndustries,Tnc, NOTICE OF ACCEPTANCE: _EVIDENCE SUBMI�ED 8. Test report on 1).Uniform Static Air Pressure Test,Loading per PBC,TAS 202-94 al6ng with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2585,dated 07/10/09,signed and sealed by Candido F.Font,P.E. 9. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2584,dated 07/10/09, signed and sealed by Candido F.Font,P.E. 10. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2582,dated 07/10/09, signed and sealed by Candido F. Font,P.E. 11. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window;prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-09-258 1,dated 07110/09,signed and sealed by Candido F. Font,P.E. 12. Test report on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&TesCmp,Inc.,Test Report No.HETI-09-2580,dated 07/10/09,signed and sealed by Candido F. Font, P.E. 13. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along.with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-09-2579,dated 07/10/09,signed and seated by Candido F. Font,P.E. 14. Tcst report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1779,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submdued aider NOA#06-01 X?.02) 15. Test report on. 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing.Inc..Test Report No. HETI-03-1778,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted undetNOA#06-0X17'.02) Manuel Para, Product Control E in NOA No.1 Z .06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-2 • t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIAENCE 5 MITTED B. TESTS(coNT1NUED) 16. 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 a fixed window.prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1777,dated 01/30/03,signed and sealed by Rafael Droz-Seda,Y.E. (Submitted under NOA#66-0117.02) 17. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1776,dated 01/30/03,signed and sealed by Raphael Droz-Seda,P.E. (Submidted under NDA#06-0117.02) 18. 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 a full radius fixed window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1774B, dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitter!under NOA#06-0117.02) 19. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBG TAS 203-94 along with marked-up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1774A,, dated 01/30/03,signed and sealed by Raphael Dioz-Seda,P.E. (Submitted under NOA# 06-0117.02) 20. 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 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1215,dated 04/08/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 21. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1158, dated 04/8/02.signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) Manua P P.E. Product Cohtro Exa laer NOA No. - 07.06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. Test reports on: 1)Air Infiltration Test,per FAC.TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc., Test Report No.HETI-01-1193,dated 04/08/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 23. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1103,dated 02/12/02,signed and sealed by hector Medina,P.E. (Submitted under NDA# 06-0117.0.2) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC,TAS 203-94 2) Large Missile Impact Test per F13C:,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hum'cane Engineering&Testing,Inc.,Test Report No.HETI-01-1098,dated 02/11/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010,dated 03/01/12,signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of permitting,Environment,and Regulatory Affairs(PMA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to Ej.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.Y.DuPont DeNemours &Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16 Menue Per , Product Control E m -1 NOA No.12-0 7.06 Expiration Date: August 12,2017 Approval Data: May 24,2012 E,4 ,awson In ustdc-1.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement latter of conformance,complying with FBC-2010,dated March 02,201'2, signed and sealed by Thomas 1. Sotos,P.E. 2, Statement letter of no financial interest,dated March 02,2012,signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No.07-0516.02, issued to Lawson Industries, Inc, for their Series"PW 4200/6200"Aluminum Fixed Window—L.M.I.,approved on 08/02/07 and expiring on 08/22/12. 4444 44 Menuet Perez, Product Control lac NOA No-12-0 7.06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-5 74.000• v HVO w[ r►I c SERIES X00 1 6200 FIXHD IMPACT WINDOW - ,FLANGE FRAME ''� � _ APPROVED WINDOW ]R EVATIONS (LA ME CT) A D.L. UPImo• r '_$$ a° � L'MAX.T7►. h J�'�' tal 1 VaOW IK 2 � II� 3_ p h! Q1 vINIa+: LL / o g wIPIN i VN10DV w10rN VabrAl w10M r— f Ae«ou..Not ■` 17 r trt.A o rNn CO.w 0311b = vara+Nl vlNmv Nrlurr TYPICAL ELEVATION Nwnlas AA[Ar.LNia w wamv TESTED UNIT wr IFLIUM AM OR AYAiIAIC K p►rl[MNL. P O (�" L MAIDMCLASS M GLASS E,AREA -7E �U EE TO o �--_ v10M L I— Llk DESIGN LOAD CAPACITY TABLES ON SNE:7 4 A: ^P1" " /°' Arrr...=..A TtiPIG rtAwrlav FOR SIZE UMIlAT10NS OF EAOH CLASS TYPE. 1xt-oa3 ART bM, IMP o > IBUMI-DOOR COONTY APPt40YED S 8HU?TERS Ny1 BtdQUtR60 General Notes: wlwOv I<ITAIfY100ir K6N1 1.)TM4 W1woo 3-ts"M t9 DESIOMBO ANL)"ara I'PO Owl y IT""?NB RBpOLRIMam � t vm*W+c") OF?NR PARD FLORIDA BUIt•DBfO CQDI BfCWDD* RICH VR[ACTI'Y HURRICANE ZONE !_ I tc Nc VELOCITY (HVIa)AND ASTM 1800-04. TKIS PRODUCT'13 IMPACT RESISTANT. vlNmw I (SHUTJEBE NOT RHQUIRI D) .� 2.) WOOD SUCKS SHALL BE INSTALLCO ANO M`CHORED SO TEAT THE BUUOIIfO + RCSM7.3 THE SUPBBIUPOBBD WAD$DI ACCORDAN" WI7N"0 RBQDI SI(ENTS Or 1PO/0 P.B.G R 70 BE RRVRNWHO BY IIHIADTC OPPIC19. +_!TrAle..r�:_naa q++en(wcnNr eeY seerrau 3.)ANCHORS SHOMN ARMS ARE AS I'M 753T VMS. ANCHORS ON ALL WINDOW=SS # Z A22 HO?TO 210EHD INN MA33MUM SPACINGS ON CENTER (D.C.) . 4.)ANCHOR CONOMNS NOT DE•9CRIOZD IN 7080 DRAWING'S ARC-70 BE ONCOMMO OH A 8ITE SLrWPIC BASIS UNDIR SpARATB APPROVAL AND TO BB RMB118D By 011MOING OPPICLAL. vi► 0.) WUIOOWS ARE WALIPIED PON USE 111TH SINGLE GlAZR LA"MM CLASS TYPLX AND low ADo r Ne wINOw+tL+1 POB USE WITH OOURLE CLAIE LAMdA7331 INSUTA79D CLASS 7YPRB TABOUA760 RERUN; ur.a1 (SBC SHBBT 03 FOR QLASS TYPES AND SHEB?/4 POR MAX 0 MCN PUBIRI 6S). Lil 0.) WINDOWS Hl?H CLASS TYPO •B. C. P. OR 0' INSTALLED ABOVE 90fL IN TNS NVHZ,THU ,t 1 vlllmv vINmY viam I.C.EMWOR LIM SHALL BE 71IMPIRED TO COMPLY WITH TO SMALL.1011138112 IMPACT } ] a I ,STN I VINmV VIPM RRSISTANCE 1124WROINTS (PDC-2010, SOeUoA 2411.3.9.7). Iroare n aoaw n+.+ra 091 ttprl U,wtm_ 7.) FOR OrWRAL FRAME RNTALIA?NON OErAU BCC SHEETS 2 8 6. B.) Va. a INT. PAISS COLONIAL 1ANM7NS ARB OPTIONAL at AND ARE APPLIED W/SIWCONB Tour+utrtryt 9.).WOOD SUCKS 1N CONTAC?WITH CONCRVel MUST BE PRESSURE TREATED AND ANCRORBD (BY 001"BRS). PRIOR TO VWODW DIBIAILATION. (SEE SHOT RIB FOR DETAIL It NOTES) O,.•'' ALLWAITLE CORDS Fall ALTILMATE MOOD BUCKS TO BE APICBORBD Ul COMPLIANCII WITH THE ZD10 PBC CHAP78R 24, OWES AS 94ONr.CAN Of W"t0 10.)APPROVAL APPI.IBB•.'0 SINGLE UNL?8 OR SLOB BY 9108 MULIZO UNITS. ua,Yov N1-0Qf.Nr 9Y WsCR1eNO ftluAt NaOGr SNA►1 varor Kaa 001114111 A S UARI OR ROTANGIC,AS I1.) MULIDIC P13= NDRDOWS W17H 07HIR TYPES OP MIAMI-DAM COUNTY APPROVED PRODURS SNOW Rr OOYI[0 U L3 ANP 01110II16 UBOIG A 11IAMH-DADS COON7Y APPROYED MULLION IN BETWEEN ARE ACCIPTAHIR BUT TM p ion PWWKO�� [61168 DIBRIN PRESSURE IRON TttR NINDOLT9 OR MULLION APPROVAL WDL in YO TZ ek vllRl vlRmvmaF vrOM rASIENCAS ARC AS INiUMSED NIRDN BN71BE MULLSO SYMM. ••, raN 921 Aro SPACa4 1z.)SRR 3NEBT/ b POR MUIUON/RCTAL Ar ACNKIOIT OL-TAILS A OPTIONS. gvAma rvycr n.evw>mN "`1»Ieli1JCA1' 13.) ALL PAuMo OR'PLA7UD AND SHALL MEET THE L IN CONTACT Wrffl Y 10 I7ARa)A BIDC. COOR OTHCJI B MATERlAl3 70 Be rrttbykrtar ACJ, Q i NN S.NS V/1 IN- elA S)Ls V! I VA. ALL VO®OMICCS ENGINEERED SEPARATELY NW.Eafrmw IMO vo00• I� � 1T.VWD 1417 MIM.CANCD.LNt INfO V000. L TO K REVIEWED BY BLDG OrrXIAL t1YP.) NSR CLLVATION At SOMY At At ME[LlVA11W Al SMCET FI FOR NAX-AST[NER SNACINC) Pa Ira FASIONER SPACING) ; IIMf INTERIOR t.Mp I SILICONE AORCSIVE 'i KOOW COPOMIO o N'ar 1Iff"m r 0 IItAOuns• [usl 1NTBAIOR LAMpATCOM BAYS I V4* 14 +) ._________________ ` iITN.tpanKNT IMM COY- 1 It �: •enc EL[VA0M P AT&MEET et ......._............._................ ORT.GRAA t01)NAIL tASTROM'A mK Iri<J CAUUt _ _ 9,g 4 c to ex y a Y`� [N T.AANt tACN AttaPa Y i 1/�• lIr MDA J 2 D. a p to K"PtK0 61010 Al M M = 0 lY MAORI rxm mal"r w ••I.. 1 I/I'NM R a. ytAil{RII)mf INKMILOR Q)P? • e Np7tW[tw1R1 .-'A. EOuc DLSro E 0 CIKat INP i •.•.: a 8 AMd IN•Mn' B I © Y ? V • t.� _ S [Kt.GRIAE BXTBRtOR EX4lRd0OR lilt OP C PA¢ P[R1M[T[R CALLNIPC Z 3 CK7.ANGOR 3 octet Y i! 4taMIK RC7 of YINIRY rRA16 WIN 1/WAN Imm"Ir. tN at IOPL[a m antes �. C1 ,CAl19 <7vPa 1/r rAPEDN w L t/J• )•i1Nl NI•SYS.vi l l/A' �aIle MITA OtRL4NWT MtO WOOD. N(M.[MBCDI'1f•N INtO CONE. tt O 7'uCCD eN[M Kftl U1/M1R(7 T IN JO IS SOO1NIte IN Al 71tA,NIK tfrt AX FAS" AT 9QT e/ CORE ELCVAIAN.FA IE- Ar SHEET ACI! M► N t( fB K Sft(Irta A craft) tp M tC fWl N011 iAsf[tCt 9AACttG) FOR)TAX.fgST R SPACiIICd Its.?YWD TICK NUT G UVS®t ND or r00V 1.r1N171 M o1KaYt fgJST SA?STAIN lItP06ER Ll1ABS NIR n L►VtON A1Mltsti PC Elf•GRAOf (I/N'NW lV R W00D rUME INS T.!AI70N DETAIL fALI< 1 1 A wIM :•'•.; ►•' •' ••+ [M DAIRY r :w . �T3J M 1 PERMC t 4C ING. j ALaiNCTQR cADtABRG T SRItZPL AOICStvE BECOMING[IMi lum R 1° !2X761401 [N7TR[�t i 11EIMn INSTAumm NOTRS: 1/1' MAX. I L THE W1RWV fRNNj FLAME TG BE IIACK-IEDOED V/AN EXT. SHDI 7 IDWMED GLASS WADE CAULX 1T/RDIAHM THE EHI RE "A)METCR or rinMG[ � r7P By /\ IDA B. INCvC71P0&CD L7i.itstoov P[RtK'CR Ot IK w"Cow rRAME TO IMIBE/ N `/ a tl ,o��g7S*..•�33,�!4►r, BE SCALCD V!All APPAOWD EXKRIOI GRACE CAULK t BY Own NTYP) PERINE(KR C;:;= Od•• ••oiy �� wa•.y • W"tx 766 GA? BEIN'BEN?NJ NND0%F&W AND"Iff BUCK OR EXr.fRAE1C 0 '� MA,goM 19 s:=9?NAN W.MW AIB NOT RNQt CRB0. CAU Ut A � •� oouCrxevLUD 7 Af/CNORS NOTE: 1 TV OR I BY �J 1 yr iia 4: maaMptPniwhOe/ldda 4 x WOOD Excitnf- ANCNORS r0 K Bl2 SMS OR vD.SCREWS INTO VMD- OR S-•` L/.• rAPOOJS or APPRCYCD CONC.FASTOWAS INTO COrc. �,� .A,.��' J' InNton a�r'••. .r' Wiest A MDNINIM a t 1/4-PEMETRATIOTt INTO W000 OR '� �' of + p COME.AT 12. OL. VAX. IN 4 LAwATBD INSULATED GLASS COMPOSITION TYPL B 6 16 LAMINA CLASS CO OSITION - TYPB A � SOVEE-YOREWAD SM 5731 i Att4 LO1tll7Vr10R DItTAa R[y SLOW DLR•R "ON 96SAIL 0041 CORKING WS ` 1 11B•AML GLASS 1 I/r ANNIALL•0 GLASS = IREMCO SPECTIOIU 2 ,alf 2 0097 SAVLOI PVD'StLvIIA ---® J/.• P 0090• BOTACITE PVO-3riOKT .-- .: `•'�•t}}-' �+ ] its,AlrlKLD GLASS - wr 3 1/r ANKALCD GLASS 1 •t1lr-+ .� 4 114' INSILATCD MR BAA M B tAARNATEO G ro V l`f sat Vr AN "111 OR TOPC11[o GLASS 1 LAMINATED GLA83 C0L4POSITION - '1YPi D rONOLNic a g IANINATCO INSULATED CLASS CO r� Mae 08SCtlPr10R Da+a 1 = TUI/3•KAT-STAENGNTENED G_ASSCLA7ING 510P 10N E OA0lkIACtT[PVR-OLOMrm L� J{1 MAP • CIRCULAR WM. IIA,ANN[4LCO GLASS yu•-=-=_:- �� 3 1/B'NEAt-STR[NGWMIED GLASS 03q• 0. 2 0490'SAftAx PvV-SCLuM JA- .- 1 3 3 1/8'ANN[ALCO GLASS �Q4��c�a"' ' aNr 18 3E LA INATHD G CO66P - PE B C '"IN I)IIIC 4 t z 4 1/4' DISUAAT[D AIR SPANK RStl 4LO68 D�IIIY1f06 MI'� ATDLALCO OR TdPEA[0 GLASS "IN X1W NEAT-STA[NGNTLNCD CLASS INSULATRO CIA89 CO P09 t tow SNLcx Pvq-[oLuT1ADo Ii1a DFSt:BI/110N MAIL 3 110'ICAT-37REK171TfA1C0 GLASS 1 t/r NEAT-ST110affi CO GLASS , ? i LA![ OMPOS ON - TTPti H O e u E cow Ruutlrt PVB-VvmT ®-✓� GLAZING DEPT" GLAZING nEPrr C ] IIr 16At-STRENCHTERrO GUYS -- - 4sh Rlal SLAW DLRCRDTIOR DBVAIL 11 p Al 4 VA'IN9u Arto AIR SMC[ - - I 3/IS ANN'ALED'GLASS .� 7 b 00A�000 Fes• S tt)Vr MWtAI.CO OR T[rPD1ED GLASS __-_ E• SArLCX PVB-StLt1r1A A nt. :. r _ 1 UNW►TCD I 3 16,ANNEALED GLASS "-3 N11N0111111C D NS ON TYPE G 'SILICONE OPt[[NS. F(.-.,.W. D66L01PT10N 00'V C07PO K 899 vD3TA6 16 LAMINA D GLASS COIIPQSITION - TYPHI SCNNEC-NORC3[AO iTJIlr-sTRoolTcTlto GLASS I. TRfrcO SPCCTRl1A rtent CLASS tnmrvmNUTACITE PVII,- IT — . 1 ]116•ANYAICD 0.133 _ =aat�T-SnXA011TtKD CLASS - A' t OD4Y eIAA[ITf PVB-A7PDM GK.ATCO Ate SPACC T - _ OLAZI6)Ci DIPTNOYTAI[0 011 10►COCD GLASSL&WT 3 ?/I4 AM[M.CD riJL43 Y ATBD INBULAT'BD IDN TYPH L NAT® GLOB comp ION - MR 1 LAKINATED/1AONOLITHIC GLASS �N O=CWTIVK DaAIL itsN OIAW 02St3®l7DN DrrAuc TYPK GLAZING DETAIL t ]116•ww-STKLNGM[NCO GLASS LIY �-TI 1 316•I(M-ST1�4GNIENED GLASS -- 2 0090' WTACITC PV9-WP30 •• ® .IIr l E 490'Sw-DUPOKT ^. 3 3/16•NLAI-[TRPOSTEK11 GLASS >*.• '• - 3 L16•►CAT-STRONG11TCtiD GLASS •-- 4 1/r LNSIAATCD AIR SPAM a . 71 s 3/46•TarERro GLASS 7 18 'A 11atATE GLASS COMPOSITION - TYPE K tT_.Q�. ae Notes: 1•) Sit SILBBT 4 Kla D3600N WADS LAO CAPACITY?ABLE= t►410 OURS 0[OC3pTlON ZA4 L 1 3,16'NGT-STROGWIluc0 GLASS -T t 21 DO aws Vivo OLAST types•B. C. is OR G'VNSTul" a f ABOVE 00 P7.IN 11618 KvNE.71T3(C. gamma 1173 SHALL 2 0077 1UTACITC AWB-OVONt w .-._ - 88 7gNPmSD TO COMPLY WITH 7143 SMALL VIS30.8 IMPACT 3 3,16'NEAt-ST0011rA11dt0-'- - -_� � RYSISTANCE 8000IRWEIM (IBC-2010.Stleb Oft 2411.9.1?'1. p�►tt41T k1�3° 6 s 1 �og• ••....,,tij�° --- © L7��MiQt iQOt MMTLMw It i Mtr0 "@d 7 D w MWJMM TM R-9M 'MMF= iNW'ii3Gi R �Qt'it'it'7W1mwrm�t?=iiMW'Ut7 i~3i 000<T-iLiCltT�i"ir,�iJt:it=i ® L'��,iLTit'�Qt7�iCit'�Ea7t:•�O D t''t_iMMMMMQWMlW"-7M 7MUM lff7m �mm 7MT ?i t?it3WMt'it',EZWt'Mt''= C wii L7QQ=Lit it=-i=Iit7t"iiZitFiri [ 1 titi »QC7C70i�Qt7 Imm L7QL70QEUINWIit t�7�=EiQ s13T 1 tt:ii 7t itiit 7 i ii �iifii �t i t_Ji MLIJMt `-" dirt �t'iCiQE��i>Q�7Q MUM 72M L'i tIit=it-7t7t� �C�Q�l�7 i� OMCMOMMEMN UWMERIM *tom' mvwm � www7mL7K--rm tlMMIMMI;t s B L1tdQQiTit�tri000t'iC= �S.y QL�QQQ�7Q<:I��7fliti�t i Q tl7t'_iwQiiQL1�mE�;�Q�Q fi3rT� Qt7tlitI�tilC7tlit7LT�t �it7 Q Q�Q�OOw�m0Q�t7 F-3T;� tT�i7t3Q�i�:i�;iC-iQQ<t�t'i o a os�t��sw ® mt� ao�ri � irar�ri s�atsoacsmsn�mt� �� swt©w©�c-st�rstT:�w©wr��tz�t-i i�sit;it�ti�i"it:-it3tiit;it'ilitSii:.i �� as©■vo�i�a©oc�o - p t7t't Cit� �=:i�7t iEl7tlit i. mr1t'nmozom A ' w©ts©�QQQQm@t�Q ET .� tTi§Umlm-it�t7t'iOEI7CiO t"t iad�wlwf'iw Qw7stE�Qt'�t7 i Qt�t'�t� iCiCii'1Cs70t'�R7 Ali iialtOQiitit'iE'itZ7LziQ Q Q©E7Q�it7r�s�t'S00Q a�iQaavoQsst©�■■r�o �`� ssts:fas'sc��iwswsftsMrMMEMa smzm Ltwws©E�'!isiO©wwaEelwlEwttE®iiilwl�stEETs�i,�awt�t<t�Q='�'7ii©<CO©Tii�w�QLE*ii�Qw=sQ-i�QieZ©a�tiimmi®7Zi»�Qww�i■tttot''is,�7i iiGsr.lS�iit[i;��'ir .< tQQ_iittQoRw�'7t�3ti�QLoT7=i�©twaC7iit�tiw'7:tO7itim©Ea7>7iiff�Qiw��lIi�irtQtQw��7� mum glum t50ia©t7t= etLLrtt_a7�i ii■ n- - E73r� trww7c_it�w Dow©Of w isi NEL71w .rr� ��..�=i aWTa NNE= - MIE-s MT-M wCt©MFEUIIVMW-:i NEW wrisitw©mit i�ots��w-iwuiww-w ©sa�tsawaw©sitwewrawc��o + ,� vv w©w©ow©ow©ow©weitowo o��ar � t it-�=:�_.is�ir�t i glum Fa7ac7iTM■Qit':Wt-iQsst-itriOQ morn= wv oosiB®�®oow©��o �� s�s�ssiw©i�t-sws.wrsw�swF�ww�t�ir �� etiww�s�ciEaw�w�oomoo � rI.it�a�©��ow©w©w©aw�ti E:5i <I�<iLitit itziLit iciEZiciri t�wrssits�t�wr�t�iw�©�=icio mr-M sosir©t i��wEitssl©o�io MEMS NEW E'3 t't©iit=Iii�t,R17�s�-_ifFitLlii D twlw©owrst�Q©fEi©wwio s o awes©w�=itiw�■mssssow�-st_-i - Oo wriw��wwns�:jws�aw©©w�wo wes�©wFsa©�aa■d�iw�Ez:»szsa � -'.,:. J HILL OP MATBRIAI,Si ar e rTBbl PARTY QUANTITY onscRIPTTON MAITERLAL RUTARKS q`T• t= 4 1 1-4201 2 FRAME MEAD/SILL/JAMB 6063-T6 - vraa•. a a �.'t 2 1-7708 4 CIADIG BEAD OPS"CLASS) 6063-1`6 3 1-7708 4 CLAImC BEAD (3/8•k 13,/32•CLASS) 6063-TS 4 1-7708 TRIMMED 4 GLAZING BEAD (7/16•CLASS) 6063-T6 - •�•� �°�^ g 5 L-7711 4 CLAZING BEAD (5/16'CLASS- INSULULD) GOW-76 - �\� 6 L-6211 4 GLAZING 8EA0 (7/16"CLASS - INSULATED) 6063-16 - -B HIM 7 AN X 3/4" 2/ CORKER ASSEMBLY SCREWS - P.H. P14LUPS 11yee f°""'u"` ,A 8 PIG 1-4204 AS REDO. GLAZ8EA0 Ar CIRCULAR WOWS. 6063-T3 - � � ► 4s 40 4 VNS-004 AS REOD. GLAZING GASKET SOFT PVC - 7 Mr.on Saimc„soa,f pk IO AS REDO. GLA21NC SILICONE - 11 PL 75.6020 AS RECO. GLAZING SETTINC BLOCK SOFT PVC 1/8"X 1/8••X 2" l\J ��° � O Z 12 872-25M-357 Quo Seal REOD. 'TfuSeol' QSeal 4/10014 S,,,W 1/4•BLACK 1/4"AIR SPACE u w k FRAME RADIUS JOIIVf FRAME ENO CORNER WINDOW PRME ]=RIEION DBTAIIS FRAME CORNER dt JOINT DJETARS SEALANT0 a 26i1 Fw iRIW[COR7YOt5. OR JOWrS SIAI[D WITHA COLORID 1� SEAWR AND PERIMETER OF GLQNG 6EAD WITH CLEAR /� I Tfa 7 f LLQ) Z FRAME KEAO/Stu/d41� (51161"CLASS) Dr m ; .ro � neo xt NalLror Av114Dba4 ftw {H i90A1DS+ rso MULKIN T•>wt.S¢[ANO IML 272 i OEfICN PR65UN[tNtragNl ALRBWuf nnra aN g T� )t7 (XAVJ.OD10'Ha.Not) SEE w0UxWi"LJONTW IL SINOYAI0 NNTOA4RL� .717 N IV X WV LAL OWGM PIK14LlD1 UMTNIOf1S MOI[:M LDBOW PNCSINCS Of ILAl WAIL PMK11Ps. 3 GLAZING STOP 4 CtAZIVC STDP (7/16' GASS) Nit wrfm OR Mat.94NL Cava/ 4r Or ac.I" RJEBAIOR IMF,7R[LaIO RM URES Or 13/32' GLASS) 1114'D4 TNc 1r4wN aR LRiE SMALL OOA72+ i JIO tso� tls 460 INIBRIOR 12 SAS 0 1 ocMAL ��4•L i me � rn. NOTE 884 8m StNSUTAIED GLAZING STOP 6 INSULATED CUIZINC STOP 7.11EIA ID 6E IAWW 01.Au STEEL 1w CaWftn 2 PLArW. ,,eg4�11•&:0,.1!0, w/ S/18" LA11tNATED CLASS *l 7/18' UwIPMTEO GLASS _ —— A)SVa1:fy.M 99 MN. ............ •�dt,� _ (Brat Ie G.NK TRICK;�4:OA,ap; G % W. 0)XA NMUa1:8061-f5 ilw. RXTBRIOR M''m"fmwr. 6NfA1Ul wry iXTBRIOR wvo�oN rIWJc (AUA►Cora bola sNoO I t; U:t u tN EKIMIOR MAIN li'i 11 1 }' 8. AM POONtrIM rAULXW 0A21NG STOP (CIRCUTAR w0w.) PRAmz t4ULum DETAIL t(EPAL STRUCTURE ATTACN6IENT DBTAIL y,,'A1tf1M11 is A is AROUIS MMM a6w am September 27,2013 Re: Respond to Comments from Building Permit No. 12-1969 Leonard&Chantal Watson 155 NW 99 Street Miami,FL 33150 Dear Building Official Ismael Naranjo: The following is the respond to your pending comments: 2. The completion of the existing pool permit is required prior to any further reviews. The pool permits is complete as per client: We are not Arquitects or Engineers for pool permit. Comment already clarified with examiner on our meeting on 8/30/2013. 3. Provide separate permit for the pool deck,roof. A. We are notArquitect or Engineers for pool permit or deckpermit. Comment already clarified with examiner on our meeting on 8/30/2013. B. We do not know what roof permit you are referring to. This new addition will have all permits required by Building Department of Afmd Shores Tillage. Comment already clarified with examiner on our meeting on 8/30/2013. 14. Provide a layout and details of all permanent truss bracing including lateral restraints and bottom chord bracing. A. Extended exterior girder 4'-0"from Gable end and provided cross bracing. Refer to Roof Framing Plan drawing S-I and Gable End Detail, drawing S-2. B. Refer to Lateral Bracing Detail, drawing,-2. 1020 Lincoln Street,Hollywood,FL 33019 Tel 1 Fax(954)922-6332 K l; AROUIS DIMN INC. 17. Provide the product approvals for the doors.Include NOA#on elevation or schedule. Product approvalsfor doors were submitted on our meeting 813012013.Notice ofAcceptance (NOA) indicated on elevations for doors, horizontal windows and faced windows Refer to Elevations, drawing A-2. 18. The plans must show attic ventilation. Ventilation is provided on the ridge of the roof, refer to Partial Roof Ventiling Plan, drawing,-1 and North Elevation drawing A-2 and Calculations, drawing S-1. 19. Provide shop drawings for the chimney. Refer to note on Partial Floor Plan DrawmgA 2 indicating `Owner/Contractor shall provide shop drawings for erection of chimney and flute installation prior review and approval by Architect and Miami Shores Village Additional Comments from Ismael Naranjo,B.O. 1. The layout of trusses on building drawings shall match w/layout of shop drawings. Refer to Partial Roof Framing Plan, Drawing S-1 and shop&awings, both of them match. 2. Truss hanger of Girder Truss needs to be designed. Refer to hanger indicated on Roof Framing Plan and attached Notice ofApproval from Engineer. Any questions or clarification pct Elizabeth Sanchez,project architect,at 954-922-6332. Thanks, Leonard I orest,R.A. 1020 Lincoln Stmt, Hollywood, FL 33019 Tel/Fax(954)922-6332 a. ARO UIS BMW a- September 23,2013 Re: Respond to Comments from Structural Permit No. 12-1969 Leonard&Chantal Watson 155 NW 99 Street Miami,FL 33150 To whom it may concern: The following is the respond to your comments: 1. Uplifts&gravity reactions are specified in psi,specify reaction in lbs. Refer to Roof Framings Plans, dowing S-1- 5. Code reference not provided Refer to Floor Plan, Drawing A-2, 2010—Florida Building Code—Residential Any questions or clarification contact Elizabeth Sanchez,project architect,at 954-922-6332. Thanks, 11LeoLorest, nard I R.A. 1020 Lincoln Street,Hollywood,FL 33019 Tel/Fax(954)922-6332 Miami Shores Village �-_(30 Building Department j of �4 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 to �y BUILDING Master Permit No. 04 " PERMIT APPLICATION Sub Permit NO2-0 t ❑BUILDING ❑ ELECTRIC KROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /V( City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): /V-00 (,Lyd cjafis0 b't Phone#: Address: City: �� State: 1= Zip: 3.3 s Tenant/Lessee Name: Phone#: Email: A111111h ft CONTRACTOR:Company Name: K� �C L� Phone#: Ya- -2 o� Address: 'b� �C® s� City: A--,, State: Zip: 7 l Qualifier Name: fir ' S �� ek1- 1 C-- Phone#: .29 3 2�'b 13_4�-� State Certification or Registration M c'cc ( 3®( 3 ;L Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �> ®� Square/Linear Foot5pge of Work: Type of Work: N Addition ❑ Alteration New pair/Replace ❑ Demolition Description of Work: p t.;'Q1 �p Specify color of color thru tile: 4,ac r ` C 6�° lJy� Submittal Fee$ "��_Permit Fee$ CCF$ a +' COlCC$ Scanning Fee$ Radon Fee$ DBPR$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 530. CD TOTAL FEE NOW DUE$ 0 rO (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 OWNER or AGENT RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument w s acknowledged before me this 19 day of NO�J....-6.- 20 1 -( ,by 1 ( day ofIC---�,20 (" , by LP n A, -d w bAS°— ,who is personally known to 0A'FL..1-:;b(y X 1 who is personally known to me or who has produced as me or who has produced LE2(& lAOZ9k'as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Prin . n F1oiida Bindle AWN Seal: Seal. �� MExpWs�I@��1Fig�75d .a�u+u,. NAME FIBLiEROA l Notary Ptmtic•State cf pg My Comm. res ft ,,,„�. Afg9 �1A� �. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �� . , Y• ` �� Miami Shores Village Building Department i"I� OCT 18 lZ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Y� --------------- INSPECTION'S PHONE NUMBER: (305)762.4949 4A FBC 20 B L ING Permit No.X12- l PERMIT APPLICATION Master Permit No. Permit Type: (i UILDING ROOFING JOB ADDRESS: 165- N(j q 7 l_�f_ City: Miami Shores County: Miami Dade Zip: :53 15'(0 Folio/Parcel#: Is the Building Historically Designated:Yes NO VL Flood Zone: OWNER:Name(Fee Simple Titleholder):_ C W Vt_'0_ B ka J-,V-r Phone#: 306-333-5,11U. Address: 1 6 o5 No S Q g S fi e City: U! 'Ll _.t. State: F (oY'(ak Zip: 23 150 Tenant/Lcssee Name: Phone#: Email: i CONTRACTOR: Company Name: n 1i ncl Y F Lit 1OI.Q Y Phone#: 20-5-333- 5 (q Address: 165 lyti 99511- City: rn tam State: r Zip: 33 1,50 Qualifier Name: Phone#: State Certification or Registration#: Certific ompetency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: [5 3f -2 t Phone#: % A - 9 lk- '4 332 . Value of Work for this Permit: $ 69-5.060 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Altera�ti/on R ew ❑Repair/Replace ❑Demolition Description of Work: ad OH P1 x w 6 fto tt 4a Pn / Kt'{ c n Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$ �9/<�2 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , t Ja;tznZ t- ignature Owner or Agent -;' Contractor The foregonig foregoifstnpent was a9knowledged b fo The foregoing instrument was acknowledged before me this day of 201 A,by day of ,20_,by , who is pe ovally known to me or who has produced who is personally known to me or who has produced nNI 2` entification and who did take an oath. as identification and who did take an oath. NOTA.R PUBLIC: NOTARY PUBLIC: _ . Sign: �� Sign: Print: G0\c S�ake°`23.215 Print: °"`„ - Nota�N E*P�ce �2g My Commission Expir : ; - My com5°�55�°n# N°lacy ass° My Commission Expires: r• �' C0mm h Natcoc�a� f a h�° • �� COQ t APPROVED BY k5 Plans Examiner ( V �`T y Zoning Structural Review Clerk (Revised 5/2/2012X Revised 3/12/2012))(Revised 06/10/2009X Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Depalrtment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 tO Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: -1 C ��aA L.)oke e1 DATE: /01 t9 ADDRESS: _ lLE N &J 2 q 2�InI4 a l CoyideL 33l 5® Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers' compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial— 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial — 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name Instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or ocxupancy.It may not be built or substantially Improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial., 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Intiial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner Is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial ._. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who-is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building odes, and zoning regulations. Initial- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or hftp:/Avww.mvfloridalicanse.com/dbi)rlpro/cilbfiridex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responssiibllee for the proposed construction activity at the following address: Initia 12. 1 agree to notify Miami Shores Village immediately of any addidors,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day o 20J gY�I w `►l� who was personally known to me or who has Y Produced there License or C/v 10-2A identification. OWNERRY CLAUCIA V CUBILLOS Notary Public-State 01 Florida °• •{�' Ex ires Sep 23,2015 my Comm p EE o Comm128810 zs' • ission# " h Nat onal Notary Assn. jvrIN +PECTIOIV "CO . .;� I T°- N ITE Permit N®.)RCl1.o`�� " f �� Miami Shores Village r �' � rmit��rpe:Reait�ntia! btkm 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 � 4 Bork 01assificafon:Addition/Atteration Phone: (305)79;5-2204 Fax (305)756-8972 Itxe Data-f/2712014 07/26/261 .Expires: INSPECTION REQUESTS: (305)76241949 or Log on at ht"tps:Ubldg mlam hor V!"ag�,com/cap REQUEST'S ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING o6iiNE-SS DAY. Request$,n net be received by 3.pm for f0,116WKing day inspections. - Residential Gonstrruction Parcel#:1131010230390 Owner's Name:LEONA D WATSON :; Owner's Phone. Jabs Address: 165 NW,99 Strreet Total Square Feet: 590 Miai�i Shores FL 33450-'1742 Total Job Valuatioiti: $25,000.00 Bond Number: 00--mls, low WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:00PM.NO WORK IS ALLOWED ON SUNDAY Contractors) Phone Primary Contractor OR HOLIDAYS. HOME OWNER Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE- DONE MONDAY THROUGH FRIDAY..NO BUILDING INSPECTIONS DONE ON FRIDAY. { 3 _ l !k+n P N ' NO INSPECTIONWILL BE MADF U14LESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. ITIS THE PERMIT APPLICANT'S PESPONS1BILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL,NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO, OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO I.YOUR PROPERTY. A NOTICE OF COMMENCEMENT MIDST BE RECORDED AND -OS`�`ED ON THE JOB SfTB FOR �THE PBRST �NSPEC i TiDN. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COOMIVIENCING WORK OR RECORDINGYOUR NOTICE OF COMMENCEMENT. _ r f EN, S)iF ILCTIN RECORD STRUCTURAL INSPE_CT IONEll PLUMBING TE INSPECTION DATE A'$ INSPECTION DATE INSP Foundation` Zonin Final V Sieibmwail ZONING COMMENTS Rough, Water Service Columns 1st Litt ,ce' -:�8 �� A � 2 Ro ` h Columns 2nd Lift op OUt9R/�PL' Tie Beam �Z�~ '�' Fire S rinklers Truss/Rafters Roof Sheathing 'z5 Septic Tank BucksZ ! Sewer Hook-up Windows/Door's Roof Drains Gas Interior Framin INSPECTION DATE INSP Insulation Tem LP Tank ra Pole Well CeilingGrid 30 Da Tette ora Lawn Sprinklers D all 0 /lf„Pool_Bondlng Main Drain Firewall Pooi Deck Bondin Pool Piping Wire Lath Po61 Wet Niche Backflow Prevento Pool Steel Under round interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains, Final Fence Wall Rough HRS Final Screen Enclosure Ceiling-Ro - - Drivewa Y Rough. ; �; j PLUMB G MENTS Dr- ewa Base Te hone Rou h Tin Ca Tele hone Final �G BLl/T� Roof in Pro ress N Rou h ` `A-' Mo in Progress 7V Final Final Roof Gable Shutters Attachment a Final Ga [� Final Shutters Irtt roam :gh %" SLArd...--t i Rails and Guardrails tnt rcom Final ADA corn liance NICAL Alarm Rough INSPECTION IAF-CH• DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough t Soil Bearing Cert Fire Alarm Final - Soil Treatment Cert a / Rou h Service Work With Floor Elevation Surve Reinf Unit Mas Cert - Ventilation Rough ELECTRICAL COMMENTS Hood Rough Insulation Certificate S t Surve ure Test Final Survey nal Hood Truss Certification Final Ventilation STRUCTURAL COMMENTS Final Pool Heater j Final Vacuum - T r FIRE MECHANICAL COMMENTS INSPECTION DATE INSP Final S rinkler Final Alarm a