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BP-03-1682 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140735 Permit Number: BP2003 -1682 Scheduled Inspection Date: April 20, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138 - Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND A (3) CAR GARAGE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 129830. CREATED AS REINSPECTION FOR INSP- 129746. DRiveway must match plans. NB Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 19, 2010 For Inspections please call: (305)762 -4949 Page 17 of 28 r d i P�.............. Sa ..�, 1 �.7 = °�� • �°a,� �5 Mz!x „ " F _� fj . .1¢ i.4@ a, 3 x y n Certificate of Occupancy= '�! Miami Shores Village ? 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204 Fax: 305 - 756 -8972 r Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: g 4 Permit Type Residential Construction Bldg. Permit No. BP2003 -1682 Owner SAILESH MEHTA Contractor HOME OWNER Subdivision/Project <NONE> Date Issued 01/23/2006 ��•,�r Construction Type ADDITION 1,195 SQ FT Occupancy Single Family x 10480 NE 5 Avenue` • Miami Shores FL 33138 -`- ' Location rru Building Officials Approval Norman B CBU Not Transferable _ R POST IN A CONSPICUOUS PLACE ,,.. ,,,,, �� a �.. -..:.� ,..:x, a rl , .p. .,. r Tx ^;a� � Tr.', r �- ' �. •�. : c r ? M R w.- -.nos. - .��r•' -a�a+a A�..�ms _..�_.a -^Y wdm._...w �-i- ..«.e'+ 1rr. � - �a?°`t.+e� - � - .._ _.. — _ _. - .� 4, _, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (31 2 ©0 3 - 1 (0 ? 2 - Inspection Number: INSP - 118426 Permit Number: MC -4 -06 -1039 Scheduled Inspection Date: July 28, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Contractor: PACIFIC AIR CONDITIONING AND RE FRIGERATION Phone: (305)633 -6722 Building Department Comments MECHANICAL WORK FOR NEW ADDITION Renewed per NB Inspector Comments Passed CREATED AS REINSPECTION FOR INSPA 5591. seal holes in closet & need to redo waterheater vent piping jpp Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 O;S� Inspection Worksheet Miami Shores Villag 10050 N.E. 2nd Avenue Miami S +r► ' 1O R 1°P Phone: (305)795 -2204 Fax: (305) Ono iii .. Wk Inspection Date: May 27 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type Final Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 112231015001 Project: <NONE> Contractor: HOME OWNER Building Department Comments r� Inspector Comments Passed Failed Correction y Needed Re- Inspection Feed No Additional Ins pections can be scheduled until re- inspection fee is paid. May 27, 2009 �� Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number. INSP- 129477 Permit Number: BP2003 -1682 Inspection Date: November 19, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305 )4914729 Parcel Number 1122310150010 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND A (3) CAR GARAGE l ° / Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 120895. CREATED AS �. REINSPECTION FOR INSP- 118166. Failed Survey for structure only, driveway seperate. Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 - 4949 November 20, 2009 Page 1 of 1 PROPERTY ADDRESS: 10480 NE 5th AVENUE MIAMI FL. 33138 DESCRIPTION: LOT 1 OF" MIRROR LAKE SUBDIVISION "ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 15 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: COMMUNITY NO. 120652 PANEL NO. 0302 SUFFIX: L FIRM DATE: 09 -11 -2009 FLOOD ZONE: X THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. ATTENTION IS BROUGHT TO THE FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER ENTITY. THE ELEVATIONS OF WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR NATURAL GROUND SURFACES AND 1/100 FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENTS, CURBS AND OTHER MAN -MADE FEATURES AS MAY EXIST. LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT WELL - IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR RECORDED EASEMENTS. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929 THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. SUBSURFACE IMPROVEMENTS AND /OR ENCROACHMENTS WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY. CERTIFY TO: SAILESH MEHTA SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. BAEZ 8, ASSOCIATES, INC. FLORIDA CERTIFI TE OF AUTHORIZATION NO. LB 6356 OSCAR . AEZ- CUSIDO, P.L.S. REGIS RED SURVEYOR AND MAPPER NO. 5034 STAT OF FLORIDA. CL CI AE Ah D: Ch C. 0 H L= LEGEND ;NTER4A m A T" 'T . Miami Shores Village ATIONS A@Rla NE BY RATE I L.F. =CHAIN LINK F NC o OJT TO COMPLIANCE WITH ALL FEDERAL = HEIGHT STATE AND COUNTY RULES AND REGULATIONS PG. = PAGE INACCESSI POINT IN WA P.B. = PLAT BOOK R = RADIUS J I I I I I I I I I I F z �w 2 w F J Q 1 = . Q Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 120895 Permit Number: BP2003 -1682 Inspection Date: November 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Project: <NONE> Parcel Number 112231015001 Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP- 118166. Ifi 4, Failed^ �- / --^n Correction Needed Re- Inspection •• .•• • • . • .. (f' • Fee ....... No Additional inspections can be scheduled until ' re- inspection fee is paid. .. . .. • 000 • . • 009 n •• • • • • • • 54—a kk • . • • • • r s • •• • • • Gelb* For Inspections please call: (305)762 -4949 November 12, 2009 Page 1 of 1 N I < ,�O`b : • • : : : •: : • : : • • • • - -- - I.E:• i0:5th STRE : -- - - - - -- LE O • ••• • • • • ••a— '�___�____ - -- ~ — — — —-- N.,E. /05th ST. h = — - 19.0' -ASPeALT PQf M� W • • 0 • • • ��, , � � � � • •• • • • • • • • •• •• • • • • • • i • •� Graphic Scale o / • • • • • • • • : : : : • • : : : • W 20' 0 10' 20' 40' n ••• •.• • ••• • • • • ••• • 6 • • off• e 4 7 r i ti •• • • • •• ••• •• �' •• .•• .• • - KJ w M • • • • • • • • • • • • • •, • " nae i 4 w LL • • • • • • • • • .. I e� PROPERTY ADDRESS: • • • • • • • • . .. /"�; ArF.I.P.112'0 • • • • • • • L • t . s � '� �' h " � � 10480 NE 5th AVENUE MIAMI SHORES FL, 33138 F.I.P.1/M 25.09 I g x m (NO ID.) 5' sWK. N 89 °47'0" E 76.0' (Min) (NO ID r I -- n u DESCRIPTION 30.0' µ �• 23 I V i atr a o .,. all sr I ... o Lot 1 of " MIRROR LAKE SUBDIVISION " according to the �. 22 5 r Plat thereof as recorded in Plat Bak 56 at Page 15 of the D = 90 0 13'0" I " A ` I o i Public Records of MIAMI - DADE County, Flonda. y, '' !! > A =39.4' � II �' �.° ^" ¢�" b i LO� ¢ � z IS R =25.0' �� 2I >d oao� There may be legal restrictions on the subject O rr" ,� I ki co properly that are not shown on the Map of ■■ d �� Survey that may be found in the Public Records LOT I O° "'` "' °' "" "' I , n of Miami -Dade County LOCATION MAP (NOT TO SCALE) n n u n n n u a or the records of any other — r.'r. frlirrr . public and private entities as their jurisdictions rffr y may appear. — 0.2' 16.0' p ;crrxrr.'rr 9.9' 0, 1/ // 2 rrr rri! The Map of Survey is intended to be displayed 0 ° «�^�^�' rrfrrr . at the stated graphic scale in English units of � ��•��'�"- measurement. Attention is brought to the fact O SubSUr / "" "'"'' ,ir.•r.,,!rr. faCe improvements and /or encroachments C ¢ .,r„;%r,!r..?.rr + r. Q ° that said Brewing maybe altered in scale by within, upon, across, abutting or adjacent to the � .�,;�r,,�rrr,�rr; -.� subject property were not located and are not shown. c the reproduction process Y w z This survey was conducted for the purpose f;,��,x;, �t! � B= � a BOUNDARY SURVEY only and is not -J 0 0 In tended to delineate the regulatory /� EXISTING // �/ '` '' 1 Not valid without the signature and original raised m 2 Intended r d re9 rY 1 urisdiction c 9 w o of any federal, state, regional or local agency // x ?r ONE STORY 0 -Z w 1 �.:�r<K seal of a Florida Licensed Surveyor and Mapper. boat, commossion or other entity. � r?. / M rrrr...•/ /.... Additions and deletions t0 this Map Of Survey by Q � � � C-) W j .� rr?r, rrrr' °��„ / Res # 10480 / ;> xr other than the signing party are prohibited without �' '' �" o a C CONC. rr,..rr rrr. the written consent of the signing party. W o x Legal description was famished by the client. a. rrrrrrrrrrr: Q co o Q o 0 M P rrr.%rrrrr ", — If shown elevations are referred to N.G.V.D. of 1929 0 / / frrf{ i / /rrxr! > This Map of Survey has been prepared for the o a z O �� o S to / exclusive use of the entities named herein and (!) g Z y party. � F.F. EL= 12.26 / r• •If+ a� the certification does not extend to an unnamed ci Legal Description subject to any dedications, > limitations, restrictions, reservations or recorded a m cd easements. N t�J / / //1 .3' rrrr"< �y CERTIFY TO: Q z o a a a a z LL: cur „rw� ■ // // /// it rr . ~ " ~ f *rf* The surveyor makes no representation as to SAILESH MEHTA LU / /tr Z m ci � rr�rrrr.. : ¢ ownership, possession or occupation of the J / rL � subject properly by any entity or individual. rry'f r,�,- err... � o FLOOD ZONE INFORMATION: 15.8' In r! : SURVEYOR'S CERTIFICATION: a o x r.'!.r Community No. 120652 / 9b / /J/ I here codify. t this "BOUNDARY SURVEY” and v - � rr Panel No. 0093 - / / / / //' Sd r!. Y1" the Map of Survey resulting therefrom was performed o Suffix: J F.I.P.1 I tt11,, under di FIRM Date: 07 -17 -1995 (NO ID.) On P.L. / / / / / / / / / / /// / / /// vL my di rection and is true and correct to the best O c° it P o // // // // // of my knowledge and belief and further, that said LL S S Flood Zone: X M / ,1/ / j j / / / j / /j / / / /jj 3 I "BOUNDARY SURVEY" meets the Intent of the "Minimum It ° ° 11 " ° ° ° o N 89 0 46 1 37" E 39.4' (r) // // Technical Standards for Land Survey n in the State ci a ul : _ r �U: of Florida", pursuant to Rule 61 G17-6 of the Florida M 4 LL tl 3 I � ci Iy /�{,(/ Administrative Code and Its Implementing Rule, RETAINING WALL C.L. /� " /%' �Y�` Chapter 472.027 of the Florida Statutes. g ��° p Q / /// j / / / / / 2 ,4 U LU j�z/ //�f ✓ I BAEZ & ASSOCIATES, INC, o c z_ w L A K E Florida Certificate of Authorizatio o. LB 6356 E w� 869 0 10-30 -2006 5 � A c �3 Oscar E. Baez CUSidO, P .S. u n n n n n n n n OP` h�• A/C rR Registered Surveyor and Mapper No. 5034 m m i 3 = State of Florida. ¢ " d a �P 15.8' U'> C.L.F. BAEZ & ASSOCIATES INC S� °y 30.0' ° ti FI I N 06 02-200 D 0306 0324A GeV e� Land Surveyors - Land Planners JOB No SHEET � (t N S 90 °00'" ° (r) REVISIONS: S 50 ^SO' 0 W 115.0 RLPAZO 60.0' RIGHT OF WAY 2000 S.W. 83rd Court MIAMI, FLORIDA 3315 DRAWN J•C.R• 1l1 LOT 24 M I R R O R L A K E S U B D I V I S 1 0 N (NO ID.) PHONE: (305) 265 -1002 FAX: (305) 265 -0608 UPDATE 1 0 -2r,_2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 120897 Permit Number: BP2003 -1682 Inspection Date: November 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, :Norman Inspection Type: F. Termite Letter Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 112231015001 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 118165. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 12, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 120895 Permit Number: BP2003 -1682 Inspection Date: November 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 112231015001 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP- 118166. 1 ED Failed lr /1 �- 1 ,J � Correction � 7 t /1,7 d , Needed r, „^ ��, �� / 5 ,r,,� 4� /� a &a r4e A" 42�' W_ ®/4 t Re- Inspection ❑ •. ••• • , • • ,• Fee • • • • • • • . ......... . No Additional Inspections can be scheduled until re- inspection fee is paid. • • • • • • • • • • • • • • • 0:0 • • • • *:0 • • For Inspections please ca91•. (305)y62 -4949 November 12, 2009 Page 1 of 1 4 • Q NOV r B Y:_- F ell , � :v I DATE r 5 .. Lr.T TO C'( , MPLIA, !CE WITH ALL FEDERAL �r r•F, ; r� r,l l FS. AND 00 0 • • • •• • ••• •• • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • • ••• • • • • •• • •• • • • •• ••• •• ••• • • • ••• • • • ••• • • • • ••• • • • • • • • •• • • • • • • • • • •• •• • • • • • • ••• • • • • • •• •• • • • • • ••• AF A PEST CONTROL, INC. FIELD CONFIRMATION OF COMPLE OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 2326.5 Purchaser's Name and Address: Sailesh Mehta 10480 NE 5 Avenue Miami Shores, FL 33138 Treatment Site: 10480 NE 5 Avenue Miami Shores, FL 33138 Project: Residence Addition Permit No.: BP2003 -1682 Square Footage: 1000 Number of Gallons: 100 Chemical: Cypermethrin Product & PercentageW Demon MAX, 0.25% Number of structures treated: 1 Technicians Name: Breck Bishop Date of Completion: 11102/2009 Time & Date: 10/30/09,12:00pm Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None X I Year Renewal Yes 5 Years No X LICENSE NO. JB 1752 ACC URA ST CONTROL, INC. BY: Harvey Smades, President Revised on 06101/08 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 Of PEST CONTROL., INC. FIELD COPY LICENSE# JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 104.2.6 Sailesh Mehta 304.491.5729 Residence Addition Residence Addition Permit No.: BP2003 -1682 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 CoApmW Services Authorized Si gnature 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1 -800- 749 -8588 a FAX: 954 - 584 -6117 PROPERTY ADDRESS: 10480 NE 5th AVENUE MIAMI FL. 33138 DESCRIPTION: N E. /05th ST _I ��J J U �V�� i "LOT 1 OF " MIRROR LAKE SUBDIVISION " ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 15 OF s° ° I THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: 8 0 7 6 5 a 4 3 2 NE 105TH S TREET COMMUNITY NO. 120652 fiE + xs� 105TIHI Z — — — — — — — — — — --- PANEL NO. 0302 's °° 75 PUBLIC RIGHT-OF-WAY D!x_ cr6 _ - -- —___._ _____ __�_ eF.R• / ..Mkµ' SUFFIX: L - ° � M ' FIRM DATE: 09 -11 -2009 #I r + f s° _ r 19' ASPHALT PAVEMENT L =39.36 —� ° +;v FLOOD ZONE: X '•g b; : @ 24 ,9 H w " a� ^° h � i . �� D=90 3 3 FOUND 1/2 "0 f THERE MAY BE LEGAL THAT MAY BE FOUND IN RESTRICTNS RE OF MIAMI -DADE io `• ,,• Y3 _ \ R =25.00 PROPERTY THAT ARE NOT SHOWN ON THE MAP OF SURVEY '� O >, �' NO PE e., . 'o +fie �� D +° N ( COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND ;� W +!• PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. sec• se swc ". a +c ° +. ef ++` "' z ° Q x FOUND 1/2 "0 BLOCK z , 22 IRON PIPE N8 0 47' 00 "E 76.00 (r & m) CORNER THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE II °` s '' °'s, C ! ( 0 I A IC f_ 5' SIDEWALK STATED GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. ° v ° ATTENTION IS BROUGHT TO THE FACT THAT SAID DRAWING > °'�'• " °" ! I'" i2 ° ,. >' ry ,. h = 21 89 °47'00 "E 50.92' MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS °° m °'. LOT 1 �. THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A m f • ° ^K " MIRROR LAKE SUBDIVISION" �o \ BOUNDARY SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, N ; N P.B. 56, PG. 16 1 REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER LOCATION MAP AERIAL MAP 30.0 ENTITY. ' - (NOT TO SCALE) NOT TO SCALE p 0 2 ' THE ELEVATIONS OF WELL- IDENTIFIED FEATURES AS DEPICTED ) j ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR NATURAL 5; E GROUND SURFACES AND 1/100 FOOT FOR HARDSCAPE m ca w SURFACES, INCLUDING PAVEMENTS, CURBS AND OTHER N Z:) 0 O MAN -MADE FEATURES AS MAY EXIST. I— U) D O 41,30, W LEI LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. N O Y O Q m o LL, ` "rn,/ PAVERS Z I w WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY © W O AND MAP WERE MEASURED TO AN ESTIMATED HORIZONTAL O _ -Q /�\ 0 06 m Q POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE / p co Y G Q a SHOWN. c9 z W CV ¢ O o ri LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, = IL LIMITATIONS, RESTRICTIONS, RESERVATIONS OR RECORDED SCALE: 1" = 30' Z $, r ` _ I a Q EASEMENTS. ON PL 1T�Q�'i _ 22.76', - 0 H L u o FOUND 1/2 "0 N89 046'37 "E ;0 '" CONC r Z IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. 0 IRON PIPE `� (NO I.D.) 1 9.40' (r &m) �. 22 78 THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT w 11 75, I PROPERTY BY ANY ENTITY OR INDIVIDUAL. SEA WALL SUBSURFACE IMPROVEMENTS AND /OR ENCROACHMENTS 'v 4 ' HIGH CH.L.F. CONC WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE STEPS 0 SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT FOUND 1/2 "0 SHOWN. IROINOPIPD� z _ 27 f NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND Q }� A/ G ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER °°�(/ z C3 f o j 4' HIGH CH.L.F..Ft'4�— THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE ( CENTER LINE C.B.S. WALL WRITTEN CONSENT OF THE SIGNING PARTY. �►� —x. —,— _xx— x— x 30.0 — „ —x —* ' vi THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE �0� A A Q FOUND 1/2 "0 EXCLUSIVE USE OF THE ENTITIES NAMED HEREIN AND THE ABBREVIATIONS . WEST 115.00' (r &m) RON PIPE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY. �� C6 (NO I.D.) om A/C =AIR CONDITIONER UNIT �.� I OINTEN T • • • • 1•OT �• • • • v •• •s• • • • • • •s CERTIFY TO: • • • • • • ••,, • C NTRAL ANGLE "►" WATER • •'Yy ' R S � BDIVI ION” SAILESHMEHTA. •• •� • �• ,✓ `� • 1 • 6 • SURVEYOR'S CERTIFICATION: • • • *00 • • i • • • L. �CHAIN LINK FENCE , Ap '69 • • 6• I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE C.B.S. = CONCRETE BLOCK & STUCCO GJ� MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED LAKE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE e• • ••• ••• O.F44AI "TAR . s•• s•• ••• ••• • •• BEST OF MY KNOWLEDGE AND BELIEF. • • • • • • • • • • • • • • •• • • • • H= SIEIGI • • • • • s •• 0 BAEZ & ASSOCIATES, INC. • • • • • • • • • • L = Z�NG I: (WHEN USED IN CURVE DATA) • : • : • • s • • • • so* FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6356 INACCESSIBLE PG = PAGE POINT IN THE N o ORIGINAL 10 -26 -06 0306.03 WATER 360 SURVEYING & MAPPING, L LC JOB NO ••• • • • • ••• • •• • • • • •s• FIELD DATE /46 • . . • • • P.$. = PIAT BOOK Land S • [and Planers• • REVISIONS: SHEET OSCAR E. B Z -C SIDO, P.L.S. • • • 00* • • • g • • • • REGISTE D SURVEYOR AND MAPPER NO. 5034 �•••� : R��;US 2000 S.W. 831i �8grt = Aj l j,LpkZ%j 33355 UP -DATE 10 -29 -2009 DRAWN OB 1/1 STATE FLORIDA. ••• • • • ••• • • • • ••• • • • ••• s PHONE: (305) 265 -1002 FAX: (305) 265 -0608 I BY ------- • • • o 0 • • g �t •'�"i to •�" ??�• • • A , • • • • • • • • • • • • • •• •• 0 . 0 • •• •• ••• • • ••• • • • • • f • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 120897 Permit Number: BP2003 -1682 Inspection Date: November 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138 Phone Number (305)491 -5729 Parcel Number 112231015001 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 118165. �' Failed Y Correction Needed "i, f' 71 Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 12, 2009 Page 1 of 1 AL C17y PEST CONTROL, INC. 0 P y CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 2326.6 Purchaser's Name and Address: Sailesh Mehta 10480 NE 5 Avenue Miami Shores, FL 33138 Treatment Site: 10480 NE 5 Avenue Miami Shores, FL 33138 Project: Residence Addition Permit No.: BP2003 -1682 Square Footage: 1000 Number of Gallons: 100 Chemical: Cypermethrin Product & Percentage%: Demon MAX, 0.25% Number of structures treated: 1 Technicians Name: Breck Bishop Date of Completion: 11/02/2009 Time & Date: l0/30109,12:00pm Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws 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 Years No X LICENSE NO. JB 1752 ACUMe PEST CONTROL, INC. BY: Harve males, President Revised on 06/01108 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1 -810- 749 -8588 • FAX: 954 -584 -6117 O F PEST CONTROL, INC. LICENSE# JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 104.2.6 Sailesh Mehta 304.491.5729 Residence Addition Residence Addition Permit No.: BP2003 -1682 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 Ir er Services Authorized Signature � C Py 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 �x�� A : Miami Shores Village o' Building Department juw 3 0 2009 B Y A ---- --------- L 0 �6 CERTIFICATE OF COMPLETION CHECKLIST Re d (s BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM 3 w 4n CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and I p Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. ja wa FINAL CERTIFICATION LETTER FROM THE ENGINEER /ARCHITECT (on masonry, trusses, special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date chc -8/ 17 /05MV abIV3 NO a3lV31aNi Sb 9NI)I3b8 01 N31SV:d t J NOLLVH13N3d _i At NIW qw 7 7 -:U MI •— H 0 -• H o .g NIW . 'Xt►W 'NIW lIWU3d At IIWb3d ..Z 4 ONId3A00 M3N31SVel 30031 '09 ONDIOVS • 3AI103IONd H11M HMM dVld 3ALL03108d aft x m gt 'NIW Maims d0 N33n0SIA a8 x A 30Vd NO 3aVW 38 - 1 - 1IM N01133dSNI ON HO SaOH13W ONIM0110=1 3H1=10 3NO A13 80r 3H1d01NOH:J 3H1 NO 03"ldsia 38 1Sf1W auv311WH3d SIH1 ii mm li DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE ILDIN P RMIT PERMIT # DATE 5 OWNER WrA Awmlm ADDRESS CONTRACTOR _ _+ PERMIT TYP hk ffljl� "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ....• .�� C elli • • ZW Im 0 I • STRUCTURAL ' MECHANICAL - ,a• ,,.; -.�. a=te / 1 1 1 1 1 1 W ; "i*. ��I � '?3�..;`3 all �� w E� r� � � '� .��'�.�, �.,.�� $ �•„^�"� R �� -C ,.,_�,�Y�S'"s"Y�� {�e Sii� -�✓ � "�`� a: ey �3i�?�ys��,,� �' fig'�. FIRE y� ��:.*r^ "°a3 a �`1�T�� `T � 3" DTs+ � ea a cr i� s n 7""q ra'u ��. � mt'"�'v`+e�"t$.�t�,��✓,�.. §�� FINAL PLANNING & ZO N1 N G- Y�� 1 " s . .x..,..,,._, -- - �� FINAL FINAL STRUCTURAL PLUMBING ELECTRICAL =u"', .�. ,a:.� S .:: ^.. i. ,, f.:... �-:: . .:_ < . :svC ,.. .,,. , . ..., t ? - §S�s:w�s..,s� �'�i:r � :kus':zr `',.,s�?��.0r.. � a '3�.'��k�e..=2,'3 �ttrt '�.�z" I'�.: �#' e s ��."J��"�:'is�, *:'�.�' �,z�#a:�,��.."� i z V es3 a �ti ; �� ,� � 3 t a�'�" t�� #1 i �Y�w" 3 r f v4 � �5 y"# /�g {►� �3' • � .�c �;,, `� i� ��qi`a'�'� ��Y §cs+__ h� id`s § ta• ts`'�> � .x�q �; �§ §�I111� \ \I: \ \�_ � � sa �� "� �f}. i rac„1 r"st' aa? 4.- �..�*''°.��! � 5>R�'e`"�k' �S�.r� se ► �1 4 �ki� ..'��'? -c,3�y�Y,w�v..�, .- 5 . i^ -„r i s # `� a #� s �f F•"ti*�i 2.s '' j k s k �` s 3 , .P, §1 % } ' •^s "^'a 5 `" 3i<t 'Ca° ar 2a 4 a ,a p s ~Sr°9'r �'..�?3 � ",-" 74s,�a• � � ,s t '� °� a.. - s "' s t ¢ : S' s.. ��, �� s S^�� ~�.,.�;� x,-k€ - »�s•.tn. �� 0 ��r� �5�"`w -c� ��.'r��°�-r'�'s�"r`� t''� �'�'•� �� ''* n4 y `'�� e' ��'� ��`w` r '.k�f r t �"�, � �� WNW � f� �'c�� r h.�.�.�"' x " ��s�r m � .L §.y -y�Y {� , * S�'•�. a�� ' /L °,��>�>� �'��S�:iZ"[, ,,fi��S3x..+.�.:f..:l�i'f__ ��1s'n- r,.ae'�".'Yy,�,�i � L��nf',3n �'�__ �. ,3�`E 't zer y ...w � fa%"s;,.. �`�s". - 7. y �r� Bey -�''" ?•. si � �s��' _.� �.:__ 9w ��' im' ,� � r' zap - sts -�., ;z `x,�s .�aa�- � � %� :' �,�1 � s`,,. �, �.�•'. ��: " .y ''tm^ra .� s,�g mat 'v � a• s'"r`. r.� 'Yt � -+:�, ; €s "� t is c».' t a � r r^' a y� ay zi�x� � ''� 3 '• kp'f t '�ri �y":�,fr�' °�'� � � '§�'" � �"` ^ rs"�,.,�.s.7,,,� s•^s c � ��„ t3, a x t" •�t'.r eu» t � .a rc x � a ; . Fs �� r.s a� i�.'1sar� � FINAL (r %! ;; FINAL FINAL 1 0111 101TWTJ 1 CERTIFICATE OF x� s O CCUPANCY MUS B E SECUR B EF O RE BUILDING CAN BE USED • ANY P DO NOT REMOVE THIS CARD BEFORE COMPLETION h r OFFICE PHO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 30, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed Z2 1 4 Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 30, 2009 Page 1 of 1 R &Y'Insutation Inc. INVOICE 12445 SW 198 ST Miami H 33177 i Phone(786)970 -8142 Fax(786)293 -5430 INVOICE #151 DATE: INOVEMBER 3 200 To: MEHTA SAILESA Ship TO: 10480 NE 5 AVE MIAMI FL COMMENTS OR SPECIAL INSTRUCTIONS: SALESPERSON F.O. NIUN1BER REQuummER summ VIA P.O.R. POINT TERMS We on receipt QUANTITY DESCRIPTION UNIT MCE TOTAL t t ! 10$1) 5F t:Ft4_. NG IN S6.tV.A'6'iit: N R -:3o f§!h n i 4 <.t�it4tl::fl' l•'l::P! �:..F.( ^:= .t,s�f C:- 1atG.`.Xt,i.�°e "�:Jt„ l .c' - -r..e 1 ( q 11TWe i aiZf'e' an a.P ex i'rE� I ? { a i � 1 S1iSTt AL SACS TAX SHWPM & HANDLIM TOTAL DIE Make all checks payable to R & Y Insulation Lx:. If you have any questions concerning this invoice, contact (786)970 -8142 i hank you for vour businesal 4; Y OF )SAW 444 S.W. 2ndAveaue BULL DING DEPARTMENT MiarY6 FlofWa 33130 (305) 441.1115 INSULATION CERTIFICATION Please fill out and give'a copy of this fain to the inspector at time of final inspection. Building Permit No. Project Name: Job Address: We hereby certify that the TT=MAi, SULATION has been installed in the above project, in compliance with the latest edition of the S OF ELQM& ENERGY CODE ,the APPROVED ENERGY CALCLr�AnONS , and plans, and in accordance with good construction practice. The insulation fiumshed and installed has the characteristics shown below: (Check only applicable boxes) 1. xterio S i ��datt�- - Ofii.); Material: Al l� ' Thickness: inch (es ); Density: Lb/ft 3 Mfgr. 1 , p 2. Exterior BmweNetai stud walls: R- (Min.); Material: Thickness: inch (es); Density: Lb/f t 3 Mfgr. p I Extenor solid concrete y : R (W= ); Material: Thickness: inch (es); Density: Lblft 3 Mfgr. j� 4. hitwor M& seaarating_A/_ C from 2M spaces insulation [seoarated (2) units] . R (Mm.); Material. Thickness: inch (es); Density: Lb /ft 3 Mfgr. 0 5. TI FAMILY RES,EDMM _gONSTRU� ONLY The COMMON t &RM walls separating different tatants shall be insulated as follows: stud walls $110&6)6 CBS or Cioncaft Walls R--3 (MuL) by Energy Code ruts. See FBC -2001 CHAPTER 13- ENERGY EFFICIENCY, latest edition. These "M mm levels of insulation ,are not included in the Energy Calculations, but shall be installed. is the field p 6. Above deck = RO RMI . R (=); Maw Thickness.- inch (es); Density: Lb(ft 3 Mfgr. p 7. Caging Insulag RR 3 CCU � (Mm-); Material: Thickness I C inch (es); Density: Lb& 3 Mfgr t p 8. NOTE — Densities on sprayed -on, loose fill, or any other -on -site insulation shall be the P.C.F. (lb/S) average of three (3) ` DRY SAMPLES of actual installation. �1V » � installed by: Insulation Company Names Insulation Contractor Signature Insulation Contractor CC# o 6 6�5 6 a x _ Certified on: , 6 C // 0 . 1/ 0 Date G.CJ Building Company Name G.CI Builder Signature . Building Cdr CC# Certified on Date Rev.04l2002 P Y N gp Inspection Worksheet Miami Shores Village nn e� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a Inspection Date: June 30 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)4914729 Parcel Number 1122310150010 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 30, 2009 Page 1 of 1 - 1 :::R - sm. 9 rsato Conhs�cai, �PZ. o �� Consulting Engineer 30 N.W. 87th Ave. #C-101 FEB 20 Miami, FL 33172 Ph: (305) 663 -0543 BY " "" State of Florida Fax: (305) 663 -5515 Reg. No. 21522 January 18 -2007 TO: Village of Miami Shores Building Department RE: Owner: Sailesh Mehta RE: Trusses over 35 feet long. Job Site: 10480 NE 5 Ave B/P # 2003 -1682 GC: Dear Sir. At the owner request I conducted a visual inspection of the roof trusses at the above Reference address and hereby I certify that the erection and bracing has been done according to The Florida Building Code and the Specification provided by the trusses manufacturer. If you need further information, please do not hesitate to call me. Sincerely, Remberto Contreras, P.E. 21522 RC /e.c e � 1:::_Re)n Conbrz cas, Consulting Engineer FEB I 30 N.W. 87th Ave. #0-101 Miami, FL 33172 B Y. Ph: {305) 663 -0543 State of Florida Fax: (305) 663 -5515 Reg. No. 21522 January 18 -2007 Re: 10480 NE 5 Ave Owner: Sailesh Mehta Permit # 2003 -1682 MASONRY REINFORCE & GROUNDING To: Village of Miami Shores Building Department I, Remberto Contreras, P.E., Engineer of the above referenced project, hereby state that to the best of my knowledge, the reinforced masonry and grouting cells of this project comply with All documents and plans submitted to Village of Miami Shores, Inspection Center. The work complies with all of the latest requirements of the Florida Building Code. If you need further information or have any question, please do not hesitate to contact me. BERTO CONTRERAS P.E Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL f R Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 30 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305 )491 -5729 Parcel Number 1122310150010 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed /�u�" �c. S j�� o n. r'�•� and SCI Failed V Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 30, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELA D S Rl EL VATION CERTIFIC4TE; ,�, �•� ; O •• &q Federal Emergency Management A National Flood Insurance Progra n : Read the instructions on pages 1 -8. ION A - PROPERTY INFO N • • • ....;t I .. Al . Building Owner's Name A L vc • • • • F�eflc • • • • • � :K �' ••• ••• • • .�:.:::.......•..: • A2. Building Street Address and' A , . . nit, E fte, and Bldg. No.) or P.O. Route and Box No. C13ttpaf>3 NIC IId 10480 NE 105 STREET City MIAMI SHORES State FL ZIP Code 33138 • ••• • • • • •• • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) , , . . , • • • • LOT 1 OF " MIRROR LAKE SUBDIVISION " PLAT BOOK 56 PAGE 15 • • • • • • • see • • A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Let. 25!5717.35"N Long. 80 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NIA sq ft a) Square footage of attached garage NIA sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade Nib/ walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b NiA sq in c) Total net area of flood openings in A9.b N/A sq In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 1 MIAMI -DADE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO193 J 07/17/95 3094 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date El CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings• ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, AR/AE, AR /A1 -A30, AR/AH, AR/AO. Complete Items 02.8-g below according to the building diagram specified In Item A7. Benchmark Utilized D-1 59 Vertical Datum N�y.920 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) - 11.§2 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 12.26 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) NIA. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.44 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.08 IN feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 10.43, ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the Information on this Certlflcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 98 U.S. Code, Section 9001. ® Check here If comments are provided on back of form. PLACE Certifier's Name OSCAR EMILIO BAEZ- CUSIDO, PSM License Number 5034 SEAL HERE Title REGISTERED SURVEYOR AND MAPPER Company Name BAEZ & ASSOCIATES, INC. Address 2000 SW 83RD CT. City MIAMI State FL ZIP Code 33155 Signature Date 11/01/06 Telephone 305- 265 -1002 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions so 0 • • • • • • • • • • IMPORTANT: In these spaces, copy the corresponding Information from Section • ••• • • +Fbr}zttdr Cornan+fise ... . Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. P Istun#kaer 10480 NE 105 STREET City MIAMI SHORES State FL ZIP Code 33138 .• •• • • •pnpaesny+Nt Norri)aer SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT Cg'IFj,I TIO { NUE • Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agen and (3) building owner. Comments CROWN OF ROAD ELEVATION = 11.20' • • • • • • • go* • • ONE STORY UNDER CONSTRUCTION F.F. ELEVATION = 11.59', LOWEST F.F.ELt/ATQC= 'r0.$9' : i i • • • •• • • • • • ••• •• Signature Date 11101/06 ❑ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building is ❑ feet ❑ meters ❑ above or U below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- Issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable ftem(s) and sign below. Check the measurement used In Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- Issued or community- Issued BFE) or Zone AO. G3. ❑ The following Information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -bulk lowest floor (Including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Loral Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Miami Shores Village U g o 6 Zoo9 Building Department., 10050 N.E.2nd Avenue, Miami Shores,, Florida 33138 BY .............. •••.Qa� Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ®�J UZ PERMIT APPLICATION Master Permit Na FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ' 1' C'X /Y /1161-0,* Phone # a S7 2- 7 t- Owner's Address City 1 RYYV I I State *= Zip 7 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name -5 41 L C Sly �� Phone # M Contractor's Address f° y t y g: City /lit r / State �- Zip l � 1 ee Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's t plicable) Phone # Value of Work o r t $ Square / Linear Footage Of Work: Type of ddition ElAlteratibn E]New ❑ Repair/Replace ❑ Demolition (Lc Loc oar) D N " QrN4 `i ESC�"I c 'o re7 � 74 c-,�G �N €L Submittal Fee $ Permit Fee $ CCF $ CQt Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -� 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 perni t 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 thatra copy of the notice of commencement and. construction lien law brochure will be delivered to the person whose property is subject attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rea ection fee will be charged Signature Signature Own or A Contractor The to going instrument was acknowpl�edg' r,�fore me this The foregoing instrument was acknowledged before me this day o , 20 1, by 114 4 !'`AY day of .20 —, by who is personally known to me or who has produced-U. who is personally known to me or who has produced A, L 552W0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: of� 0 NOTARY PUBLIC: � M pNtePSSp�� 0�° ° � Sign: � Sign: Print: S ls ondg Print My Commission Expires: " My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 09l1(YW) . . . . . . . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (306)756-8972 ---- - ---- --------- .............. ............. .. . .. `. .. ............. .. ... """' I .. ... N 11111 .... .. Jim . . .... . . . ........ Inspection Date: 09/26/2006 Permit Type: Residential Construction Inspector: Desharnis, George SEP 2 7 ARE Inspection Type: Footing Owner: MEHTA, SAILIESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-5729 Parcel Number 1122310150010 Project <NONE> Block: Lot: Contractor: RICHMOM CONSTRUCTION CORP Phone: 306-6634543 Building Department Comments Inspector Comments Passed Failed El Correction* Needed Re-inspection Fee ($76) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, September 25, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village L � 10050 N.E. 2nd Avenue Miami Shores, FL �+ Phone: (305)795 -2204 Fax: (305)756 -8972 x Inspection Date: 1011012006 Permit Type: Residential Construction Inspector. Grande, Claudio 1 2006 �C� � Inspection Type: Slab Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor. RICHMOM CONSTRUCTION CORP Phone: 305 -663 -0543 Building Department Comments Inspector Comments Passed Failed :1D l� Correction El Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 6, 2006 Page 2 of 2 3052527029 10/10/2006 08:34 FAX 3052527029 ASSUI2ANT SOLUTIONS �It�Ul �+-- C LA,, o CFO, 6 o 3 C. PEST CONTROL, t:. NoTicE of TEPmiTE PkoT'EcnvE: TREATmENT As REQu&xD By I'L©RII}A Bbimm CODE (kBQ 104.2.6 DATB of TREATMENT:. TIME OF TREATMENT: IN � . `�� AnL.ICATOR: OuTi, l ; . BuiLDER NAN?E' TREATMENT ADDRESS: JOB #: _ ,,} Tlx:: S s• ,+ - Tyr.. ; %a :..::, •. . T I i3A 'i 6NLY SPRAY # C MMERCIAL AnnMON $ QMI G'AL ' +' Y ' % (7" GALLONS MON6i.'I MI ,, X, ` ~— _ -- S/F S'TEPIWALL + SF s+ 41 L/F iff t° PEu[ETER *TREA'rmENr C. C .Ly AC CAL: t .;; ..... _ _ GYALLONS f FATS 01 TREATMONT: TIME of TREATMENT: __ -_.. _ AP PLIC A TOR.: 300 S. STA7x Roams T` - FnVM� oN,, Fa oxmA 33317 954 -84-$ 88 1. 508 - 749-$5$$ FAx: 954-584-6117 i Inspection Worksheet Miami Shores Village y 10050 N.E. 2nd Avenue Miami Shores, FL taR Phone: (305)795 -2204 Fax: (305)756 -8972 I 7 Qy Y� Inspection Date: 02/13/2007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Roof Trusses Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138 - Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM FEB 14 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 37106.1) As per FBC section 2322.2.3 plywood joints at gable ends shall be supported by a 2x4 on edge nailed at 4 "oc, 4' back from gable end. Typical of all rake beams. 2) Pending final certification letter from the Special inspector on the Failed trusses and EUM. 1/16/07 CG. 2/13/07 See attached letter from the Special Inspector on the truss certification. Correction CG Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 13, 2007 Page 1 of 1 05/27/2009 11:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES C{7j001 �� *��sssssssssssssss ass TX REPORT sss ssssssssssssssss *sass TRANSMISSION OR TX /RX NO 3485 RECIPIENT ADDRESS 93052527029 DESTINATION ID ST. TIME 05/27 11:18 TIME USE 00 PAGES SENT 1 RESULT OK Miami rep lift' MMIUM Building Department skrgs �' 1 0fa CERTIFICATE OF COMPLETION CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. FINAL CERTIFICATION LETTER FROM THE ENGINEERJARCHITECT (on masonry, trusses, special structure, etc.) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Inspection Worksheet Miami Shores Village k Ow 10050 N.E. 2nd Avenue Miami Shores, F ' Phone: (305)795-2204 Fax: (305)756-8972 ............................................ . ...... . ........... . ........... . . . . . ... . . ................ . ................ . ... .......... . . . . . . . . . . . Scheduled Inspection Date: April 14, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: MEHTA, SAILESH Work Classification: AdditiorLIAlteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491-5729 Parcel Number 1122310150010 Project: <NONE> Contractor: MOODY ELECTRIC INC Phone: (305)758-2000 Building Department Comments Inspector Comments Passed / AS REINSPECTION FOR INSP-29272. CC 1 SERVICE NOT AS PER PLANS, ALL WALLS COVERED. BEDROOM OXTS TO BE ARC FAULT PROTECTED. GARAGE RECEPT TO BE GFI PROTECTED. — 1 OILET AND TUB REC TO BE GFI PROTECTED. Failed ❑ OUTSIDE REC. TO HALE BUBBLE COVERS. PVC TO BE 12" UNDER GROUND. NEED LOW VOLTAGE PERMIT CHECK GROUNDING ELECTRODE. A/C UNIT NEEDS TO BE DISCONECTED. ADD OUTLET FOR WATER SOFTENER. Correction MD 04/29/2008 Needed Re-inspection Fee 113* � �� No Additional Inspections can be scheduled until re-Inspection fee is paid. April 13, 2009 Page 19 of 20 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: RC-3 -09-34336 10050 N.E. 2nd Avenue NE Invoice Date: March 24, 2009 Miami Shores, FL 33138 -0000 Permit Number: BP2003 -1682 Bond Number: 1213 Bill To Comments: SAILESH MEHTA 10480 NE 5 Avenue MIAMI SHORES, FL 33138 -2040 I' M ' 4 x „- Date Fee Name Fee Type Fee Amount 03/24/2009 Expired Permit Renewal Fee Calculated $1,315.12 03/24/2009 Revision Fee Calculated $35.00 03/24/2009 Scanning Fee Calculated $12.00 Total Fees Due: $1,362.12 Payments Date Pay Type Check Number Amount Paid Change 03/26/2009 Credit Card $1,362.12 $0.00 Total Paid. $1,362.12 Total Due: $0.00 Thursday, March 26, 2009 03/24/2009 14:22 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0 001 TX REPORT TRANSMISSION OK TX /RX NO 3231 RECIPIENT ADDRESS 93052527029 DESTINATION ID ST. TIME 03/24 14:21 TIME USE 01'02 PAGES SENT 3 RESULT OK Miarm k Shores Village 09 u s o p 0 g �±� ld l*n� eartrnent..........� L'-- l %' �;� 10050 N.E.Znd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 13 J l� llil� Permit No. PERMIT APPLICATION Master Permit No. -.. _ F B C 2004 Permit Type (circle): Building Roofing t , - t. Owner's Name (Fee Simple Titleholder) =� " l ` t /�/ �p � �� ,� Phone # � f �• 2 / 10wner's Address S Cite state .. t a -- —... 7i P Tenant /Lessee Name —_ - - -- —Phone # Job Address (where the work is being done) - City Miami Shores Village — County Miami -Dade Zip - - -_ _ -- FOLIO / PARCEL # Is Building Historically Designated YES N() V T Contractor's Company Native — __._..._ .—_ — _..--- . - - - -- Phone #—� Contractor's address -- 5— State— ..... — Qualifier Name ...._._.. .... ... Phone #_ State Certificate- or Reg istrat.ion No. ,.._..- - -.... Certificate of Competency No._ Architect/Engineer's 3)plicablej - ....._........__..,.._.— ......._._—...-..._Phone# ._ —.... — .......— ._. ..... . - f � Value of Work it $ — ------- — .... _.— __...— ------ — Square / Linear Footage Of Work: — — - - --. Type of , : ddition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition �S�1.S2,� 1b��1 '� � `�I I .5�)�'1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Peturn U07 Miami Shores Village Invoice Number: EL-3-09-34337 10050 N.E. 2nd Avenue NE Invoice Date: March 24, 2009 Miami Shores, FL 33138-0000 Permit Number: EL-10-06-2520 113111 To Bond Number: Comments: I SAILESH MEHTA 10480 NE 5 Avenue MIAMI SHORES, FL 33138-2040 g " g 4 0 N-C low Nl� Date Fee Name Fee Type Fee Amount 03/24/2009 Revision Fee Calculated $35.00 03/24/2009 Scanning Fee Calculated $3.00 03/24/2009 Expired Permit Renewal Fee Calculated $227.50 Total Fees Due: $265.50 Payments Date Pay Type Check Number Amount Paid Change 03/26/2009 Credit Card $265.50 $0.00 Total Paid: $265.50 Total Due: $0.00 Thursday, March 26, 2009 Miami Shores Village Building Department MAR ° 6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY; __V �- -� Tel: (305) 795.2204 Fax: (305) 756.8972 a� •.- �e..��. ]BUILDING Permit No. " EL 06i" Lo PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) �� r t 6;;114 / 6 Phone # 3 � f Owner's Address City /1Y�j State Tenant/Lessee Name Phone # EMAIL: Job Address (where the work is being done) 4 131 .City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address 6 D g b j r City m1 p a) State FL.. Zip —. 331 6 Qualifier Name Phone # 3 0 5'_- "755 We Certificate or Registration No. 9 G 0o l i q 9 Certificate of Competency No. C +MAIL: //��— Architect/Engineer's e ( ap 'cable) A Phone # Value of Wor h' er t$ Square / Linear Footage Of Work: Type of' ' ddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition De a r � L.�C4 - 7 P0 C�PLA� � �C -�(�� ,�x *x xx xx x x xx x Fees********** x Xxx x xx x x Submittal Fee $ Permit Fee $ ,., S • CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ �° rucv 'S Total Fee Now Due $ Q( ' �wvl i See Reverse side -3 Bonding Company's Name (if applicable) Bonding Corppajy's Address .City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Z is hereby made to obtain a permit to do the work and installations as indicated. 1 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: 1 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 subjec to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection khich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve an einspection fee will be charged Signature re caner gent Cont ctor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 !f, by t t� t �a J day of 20 ay, by e f) J , who is personally known to me or ha has pro ced � who is personally known tome or who has produced ILL �f As identification and who d' an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: e �N�tjP S�� be�2 Sign: d e� Sign: �G�'y �ooaao10 Print: ea0a��' Print: yQA 5�� S�. My Commission Expire My Commission Expires: 10 0c1y� °�r�a�o�� TE pnrny \p ; \O ,Y aY aYx *i:xxxxx4ex &4:xxaYx�exx x�c do xxr.4: icxxdexxxY a4xte a;a: 4Cx oY xa`xr. x9t xdcxY dt x4ca:x9cxx'xxY ktie &•x4: xaYxxdo xdSp�eL'ry�y 8(Q� APPLICATION APPROVED BY: / m 1.11 Plans Examiner N oe— Engineer Zoning (Revised 02108106) Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 R eturn to: Miami Shores Village Invoice Number: PL-3 -09 -34338 10050 N.E. 2nd Avenue NE Invoice Date: March 24, 2009 Miami Shores, FL 33138 -0000 Permit Number: 1 -1038 Bond Number: Bill To Comments: SAILESH MEHTA 10480 NE 5 Avenue MIAMI SHORES, FL 33138 -2040 .. �� 0 10", :.., Date Fee Name Fee Type Fee Amount 03/24/2009 Scanning Fee Calculated $3.00 03/24/2009 Expired Permit Renewal Fee Calculated $190.00 03/24/2009 Revision Fee Calculated $35.00 Total Fees Due: $228.00 Payments Date Pay Type Check Number Amount Paid Change 03/26/2009 Credit Card $228.00 $0.00 Total Paid: $228.00 Total Due: $0.00 Thursday, March 26, 2009 Miami Shores Village Building Department MAR 0 6 2009 • 10050 N.E2nd Avenue, Miami Shores, Florida 33138 BY "...... Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. p - of PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Plumbing c Owner's Name (Fee Simple Titleholder) S4 & f brnl)- Phone # Owner's Address City MlAV4 State !L Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) S'I-rr C Zf WL City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name l �^/ _/Vc. Phone # Contractor's Address q�is S`�"' l6 2�i lz City M Gd em r State FL Zip . �� S . Qualifier Name U. r--ej ed'�1a✓ ��. Phone # 7 e''G 70 G /-P9 State Certificate or Registration No. CF7C N Z-6 6 S Certificate of Competency No. E -MAIL: Arch itect /Enginee ame (if applicable) Phone # Value of ermit $ Square / Linear Footage Of Work: �d >5 F ❑Alteration []New ❑ Repair /Replace ❑ Demolition xxaxxxxx xxxxr, Fx xx i r'. r. 9r,xxr. r.x*Y exikr.x xr.r,r.9 xr, r,r.x9 xtxr,9x *ixxr.x xxx9�r.r. Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $- ` Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ $ I Total Fee Now Due $ �p�, �• '� ' CJ✓v See Reverse side —> 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 OvvNER: r "OUR FAILURE: 'I'® 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 subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ' ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approve ection few-will be charged. Signature Signature- s %L�l O wner or �gent Contra ctor The foregoing instrument before me this The foregoing instrument was acknowle ged before me this Z day of 20 , by 0.1 4 MAff d-a-y- of 00YC`' , 20 Cam, by QJ who is personally known to me or who has produce tl/(NS Varho personally knowtrjto me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: Sign: „.,, Print: M 0�`�c; Qc� °c Notny Pubic - Slade d Florida DW 14,2W9 Print: PCB t IQ - My Commission Expir My Commission Ex p e g - won 6 DD 489475 Bonded By National Nota xx r, r, xiexz xxxx�kxarxuxa': 4j�, •��• is ore' xie at xxxx i:xxxr,�x xxic xF i; r, r. r,xx>e rxxF�aF a; xat sex r. •, ' APPLICATION APPROVED BY: h Plans Examiner Engineer Zoning . (Revised 02/08/06) 08/07/2007 08:01 FAX 3052527029 ASSURANT SOLUTIONS [3]001_ MIAMI -DADE COUNTY - .- F • LORIDA No. J zl L 1 o U RECEIVED FROM V G/ • J L I�/��" ,�� V DATE! —= `— L-.� G� ADDRESS O(� ` �/� /�J j_ � MOM F! DAY YEAR SrRU7 ADDRESS 7` � --- H $ CITY cHEcxs $ �-- STATE 23P AnsouNT OF. r / -� � DOLLARS, AND l�CJ �^ COM TOTAL $ /y 0 D U FOR PaYt+sea of : _ THIS RECEIPT NOT VAL� UNLESS DATED COMPLETED AND SIGNED BY AUTHORIZED DE"_ � EMPLOYEE OF DEPARTM L� ry f- >• �, - NT. sr: FOR OFFICE USE ONLY T RANS •SuaswrARY INDEx cont S usoajEa AMom �F_: AL_ ee LAI< �! 11 er" ra - Y 7S 6 ect7 z. 08/07/2007 08:01 FAX 3052527029 ASSURANT SOLUTIONS 0003 IM1111 !` Dern, Number - .2004-03 ' 17-1148-4208 ` I Contact Name: MR JOSE OVIEDC Contact Phone: 1786)286 -0379 Folio: 1 1 - 2231 - 015 -0 @L0 j Project Name: METHIR ADDITION ©ate Received: 03/17/2004 ROVfewer Name: CRISTINR FERNRNDE:Z q a , 08/07/2007 08:01 FAX 3052527029 ASSURANT SOLUTIONS 002 DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: 62003111682.0 BATCH: FOLIO A 1122310150010 SITE ADDRESS: 10480 NE 5 AVE COLLECTION NO.: 61463 FEEPAYER: SAILESH, MEJIA 10480 NE 5 AVE DATE: 04/20/2004 MIAMI FL 331311 FEE DIST. CAT. CATEGORY TYPE ID CODE DESCRIPTION UNITS FEE EXTENDED r• r► r•r.• i•►---------- r• r!►—.ra—.r sr.r.r.t••— ►r.r.r.r•�•+e►�.i5•. r. r.t•.•r•A.r•r►w. �..•. r.r• T AREA. 1.0 5002 00 UNIT E(SQFT) SI2 AM 1,071 0.9180 983.18 _ - ... i Vii.: .;'�= '.•,•:.. TOTAL AMOUNT DUE: $983,18 PAID CHECK: $983.18 PAID CASH: $0 FSRP_0005T I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL n Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1012312007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Insulation Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305 )491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM O ��0 Inspector Comments Passed cc - &ail Failed El 7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, October 22, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village -' 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 _ h Inspection Date: 10 11612007 Permit Type: Roof Inspector. Grande, Claudio Inspection Type: Final Roof Owner: MEHTA, SAILESH Work Classification: Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Project: <NONE> OCT 1 7 del Number 1122310150010 Block: Lot: Contractor: DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments INSTALL NEW TILE ROOF P Inspector Comments Passed I VIT CREATED AS REINSPECTION FOR INSP- 63929. Cap tiles at edge of roof are not nailed to the fascia board. 10/11/07 CG.CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, October 15, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 01118/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: MEHTA, SAILESH Work Classification: Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: DALEY ROOFING INC Phone: (305)754-9892 Building Department Comments INSTALL NEW TILE ROOF /0 t Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, January 17, 2007 Page 1 of 1 VOL" Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756-8972 NUNN . . . . . . . . . . . . ................. .. tt ........... ... Inspection Date: 01/18/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: MEHTA, SAILESH Work Classification: Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-5729 Parcel Number 1122310160010 Project: <NONE> Block: Lot: Contractor: DALEY ROOFING INC Phone: (306)764-9892 Building Department Comments INSTALL NEW TILE ROOF Infraction Passed Comments TIN CAP SPACEING True Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($76) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, January 17, 2007 Page 1 of 1 @� Inspection Worksheet f Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/16/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Floor Trusses Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138 - Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A(3) CAR GARAGE INTO A HOME GYM JAN 17 2007 Inspector Comments Passed E�r_ Failed Correction Needed Re- Inspection Fee ($73) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, January 12, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ....... _..... ` Phone: (305)795 -2204 Fax: (305)756 -8972 j \ r at ' �\ x , �•\ �' Inspection Date: 0111612007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Trusses Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM JAN 17 log' Inspector Comments Passed 1) As per FBC section 2322.2.3 plywood joints at gable ends shall be supported by a 2x4 on edge nailed at 4 "oc, 4' back from gable end. Typical of all rake beams. 2) Pending final certification letter from the Special inspector on the Failed trusses and EUM. 1/16/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, January 16, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shoresi bq S. l Phone: (305)795-2204 Fax: (305)756-8972 N OW Inspection Date: 01/19/2007 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Rough Owner: MEHTA, SAILESH Work Classification: Addition/Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (306)491-6729 Parcel Number 1122310160010 Project: <NONE> Block: Lot: Contractor: Y & M PLUMBING, INC Phone: (305)267-1676 Building.De artment Comments PLUMBING WORK FOR NEW ADDITION; ONE FULL BATH AT SECOND FLOOR AND NEW LAUNDRY ROOM AT FIRT FLOOR JAN 2 2007 In t Comments Passed JT Failed JIV Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, January 18, 2007 Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To SAILESH MEHTA Invoice Number: RC -12-06 -27128 10480 NE 5 AVE Invoice Date: December 29, 2006 MIAMI SHORES, FL 33138 -2040 Permit Number: BP2003 -1682 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residential Construction r Work Classification: Date Fee Name Fee Type Fee Amount 12/29/2006 Revision Fee Calculated $35.00 12/29/2006 Scanning Fee Calculated $21.00 Total Fees Due: $56.00 OWN E 1"Is MUST BE ON JOB Al' TIME OF INSPEVION ,ja 16ND Friday, December 29, 2006 s+,°1gt Inspection Worksheet g Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L u> Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/13/2006 Pe Type Residential Construction Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: MEHTA, SAILESH W X 1 48n Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments i � f Inspector Comments Passed l Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 12, 2006 Page 1 of 2 I Inspection Worksheet Miami Shores Village L 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/13/2006 Permit Type: Residential Construction Inspector: Grande, Claudio 4W Inspection Type: Tie Beam Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 12, 2006 Page 1 of 2 x = Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, F133138 ;..., Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; W Q + �lS// DATE: R J I, Ct'�i�� i'►� �ti,� o Contractor Owner o Architect Picke sets of laps nd other / � d � i � V C/ S�' lZ, r (' p P ( ) l.��CXV' Address: ( ` 5 (� , From the building department on this date in order to have corrections done to plans 'Aad/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: P444,01,4 PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department y�? Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 -3" / // �p $Z, Job Name `z Date p BUILDING CRITIQUE SHEET Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 5 Inspection Worksheet Kati Miami Shores Village MW 13 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 f n Inspection Date: 11/0912006 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Fill Cells Columns Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Project: <NONE> Parcel Number 1122310150010 Block: Lot: Contractor HOME OWNER Building Department Comments Inspector Comments Passed prg Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, November 9, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL NOY 13 2W Phone: (305)795-2204 Fax: (306)766-8972 Inspection Date: 11109/2006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491-6729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments / Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Wednesday, November 8, 2006 Page 2 of 2 11/03/06 Mr. Claudio Grande, Pursuant to our phone conversation few days ago, I am enclosing herewith an updated 1. Property Survey 2. Elevation certificate 3. Truss Plan/Schedule Please advise if this is sufficient to call in for the inspection of the 1 t Floor tie Beam? My cell phone number is 305 491 5729. r Sincerely, ailesh Meh 1 Ave. Miami, Fl. 33138 � gill Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 Mv ® g Inspection Date: 1110712006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Bond Beam Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments No one on the job Ladder not set up for inspection No approved plans available for inspection. Clean out all cells and column cavity from dirt. 11/8/06 CG. Inspector Comments Passed Aj, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, November 8, 2006 Page 1 of 2 ® t Inspection Worksheet . Miami Shores Village � ll . wrro.� 10050 N.E. 2nd Avenue Miami Shores, FL 'YTES tn1 '"aoRa� Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: IN P -7362 Permit I I t lr 3P $Q 1 8 Inspection Date: 06/06/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Gelling Grid Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 5, 2007 Page 2 of 2 Inspection Worksheet " - Miami Shores Village vuv reier� 10050 N.E. 2nd Avenue Miami Shores, FL 5 lid 6� xo�m� Phone: (305)795 -2204 Fax: (305)756 -8972 ttspection Number INSP -7356 Permit N t r r; BP2903 1682` Inspection Date: 06/06/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Framing Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138 - Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed El /V''E I) 72AA 0 5 RVd�e Failed o61oa a7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 5, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village j 10050 N.E. 2nd Avenue Miami Shores, FL ' l Phone: (305)795 -2204 Fax: (305)756 -8972 left ni t . Ti.T.•.1..:F. • YAM.•.•:.• .•.C•. • .•. • . • • ' ••• Inspection Date: 06106/2007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Piping Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)4914729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: i Contractor: Y & M PLUMBING, INC Phone: (305)267 -1676 I i Building Department Comments j PLUMBING WORK FOR NEW ADDITION; ONE FULL BATH AT SECOND FLOOR AND NEW LAUNDRY ROOM AT FIRT FLOOR JUN 0 8 2007 i I spe o mments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, June 5, 2007 Page 2 of 2 R Inspection Wor -' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL res 40R9S� Phone: (305)795 -2204 Fax: (305)756 -8972 UAW nspection Number INS-P -15586 I r it lilt r ber WIC-4-06-1 Inspection Date: 06/06/2007 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: PACIFIC AIR CONDITIONING AND REFR IGERATION Phone: (305)633 -6722 Building Department Comments MECHANICAL WORK FOR NEW ADDITION Inspector Comments Passed 305 - 219 -3844 JUN 12 2007 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, June 4, 2007 Page 2 of 2 Inspection Wor Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL P n`T66 iN � ' U ` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -603 " 6 Permit Nu rt ber: ; ' -' $2 Inspection Date: 09105/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Wire Lathe Owner: MEHTA, SAILESH \ Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)431 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM Inspector Comments Passed 305 -491 -5729 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, September 4, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �hTee V & R Phone: (305)795 -2204 Fax: (305)756 -8972 nspec:fion Number: INSP -40 Permit Hur t .- 07-29 I Inspection Date: 04/26/2007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Rough Owner: MEHTA, SAILESH Work Classification: New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305 )491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: E.H WHITSON PLUMBING Phone: 954- 929 -3599 Building Department Comments APR a 2 7 2007 Ins ec ments : Passed D� I�"00 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, April 25, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL do 1 Phone: (305)795 -2204 Fax: (305)756 -8972 ob n tlorl Number IN'S P467 Permit Number # F � -074 Inspection Date: 0410412007 Permit Type: Roof Inspector. Grande, Claudio Inspection Type: Tile In Progress Owner: MEHTA, SAILESH Work Classification: Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- - Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments INSTALL NEW TILE ROOF APR 0 4 2001 Inspector Comments Passed r Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 3, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number tN- -73" Fermi); Number: umber; P' 82 Inspection Date: 03/21/2007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Window and Door Buck Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM MAR 2 2 2007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 20, 2007 Page 1 of 2 Inspection Worksheet R � > V� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795 -2204 Fax: (305)756 -8972 :. III ::. •. . :.:. ... .. Inspection Date: 06/2612007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type Rough Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)758 -2000 Building Department Comments 3 CAR GARAGE WITH LAUNDRY ROOM, GYM ON 2 FLOOR WITH BATHROOM Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, June 25, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ' . :.: ..., ......................... Inspection Date: 06129/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305 )491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)758 -2000 Building Department Comments 3 CAR GARAGE WITH LAUNDRY ROOM, GYM ON 2 FLOOR WITH BATHROOM JUL 0 3 2001 Inspector Comments Passed 1: Failed El Correction j � Needed Re- Inspection Fee ($76) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, June 28, 2007 Page 2 of 2 1 W , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 M EMO I �` a. 0 1 0 0 0 4 , 11 Inspection Date: 07/11/2007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Framing Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM 'JUL 1 2007 Inspector Comments Passed - t Df Faileda Correction b ov- S Needed 1,� ��v51 b -L} Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. ./ Tuesday, July 10, 2007 Page 1 of 2 • w 0 Inspection Workshe Miami Shores Village K81Ap lY AA /Aim 10050 N.E. 2nd Avenue Miami Shores, FL o kras Ar'� Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number IN SP - 5712 - 8 F'ermitNumber:. P2003 -1 $2 Inspection Date: 07/31/2007 Permit Type: Residential Construction Inspector: Grande, Claudio , „ tom �� {� Inspection Type: W a d Do r-- Owner: MEHTA, SAILESH Work C ation �►liaratlon Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Project: <NONE> Parcel Number 1122310150010 Block: Lot: Contractor: HOME OWNER Building Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM AOL Inspector Comments Passed m" Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 30, 2007 Page 2 of 2 °R�� L,� Inspection Worksheet I Miami Shores Village BBB! BBB B� `day 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP-40447 Permit 'Nur Numb 6r. P -07-291 ; Inspection Date: 0810712007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: MEHTA, SAILESH Work Classification: New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Project: <NONE> Parcel Number 1122310150010 Block: Lot: Contractor: E.H WHITSON PLUMBING Phone: 954 -929 -3599 Building Department Comments ADS 8 2W n ctor Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, August 6, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/20/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM SFY 2, Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, September 19, 2007 Page 2 of 2 x a Inspection Worksheet Miami Shores Village : 10050 N.E. 2nd Avenue Miami Shores, FL e .' Phone: (305)795 -2204 Fax: (305)756 -8972 fb_P05 V ZO_ n4mo Inspection Date: 1011112007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: MEHTA, SAILESH Work Classification: Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments INSTALL NEW TILE ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) V No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 10, 2007 Page 2 of 2 C.. Inspection Worksheet ,,, Miami Shores Village s y 10050 N.E. 2nd Avenue Miami Shores, FL �`tn>rtvA Phone: (305)795 -2204 Fax: (305)756 -8972 film 10 09L Inspection Date: 10/1112007 Permit Type Roof Inspector. Grande, Claudio Inspection Type: Up Lift Report Owner: MEHTA, SAILESH Work Classification Roof - New Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Project: <NONE> Parcel Number 1122310150010 Block: Lot: Contractor: DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments INSTALL NEW TILE ROOF d Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, October 11, 2007 Pagel of 2 GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH E N G INEERING CO RI'. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, April 11, 2007 PERMIT No. CLIENT: Pat Daley: DALEY ROOFING, INC. 78 NE 106'' Street Miami, F133138 PROPERTY ADDRESS: Roof Addition Only @ 10480 NE 5 Ave Miami, F1 TILE TYPEIATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB Testing Equipment: Humboldt Scale Model H-4620 Test No. Test Location Field Ugl'�fk Pull Test Teat Result 01 -27 Field See Sketch Below > Than 35 LBS Passed 28-34 Comer See Sketch Below > Than 35 LBS Passed 35-41 Perimeter See Sketch Below > Than 35 LBS Passed 42-47 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH M AMI DADE COUNTY TAS -106 ROO SKETCH N � J14 s t! � air ? R At t>G H3 5 =L � t n � 8R t$ A �s +� it Ht rs }7 Lt a story addition was tested only. Sincerely yours, Wissam N ant, P.B. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 Fax (305) 828 -9598 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUJ LDING Permit No - 3 PERMIT APPLICATIO C � Master Permit No. FBC 2004 SEP 0 7 2006 Permit Type (circle): Building lose JA %4umbing Mechanical Roofing Owneir's Name (Fee Simple Titleholder) 154, t eol t''c <-.i t� Phone # Owner,'s Address l ®`C •op City 1 l cAAV S State f Zip �3 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) C i so City 1 Miami Shores Villaue County Miami -Dade Zip , 33 11 S� FOLD / PARCEL # Is Building Historically Designated YES NO 1/ Contractor's Company Name la- Phone # fi r �.S c S�'t --Z Contractor's Address City Tl d l State . C ` - Zip �� t3 Qualifier Name Phone # 3 o t ') 2 °( State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: + Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: C W A-Q 00a a t l Q c-4-1 Q p ® M I Ci.- &YLEt S L Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ . DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee Structural Review. $ Total Fee Now Due $ See Reverse side 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 art estimated value exceeding $2500, the applicant must promise in good fai t a copy of the notice of commencem and construction lien law brochure will be delivered to the person whose property is subject to ent. Also, a certified of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs s n (7) day ter the building permit is issued In the absence of such posted notice, the inspection will not be approved and fee will be charged Signature Signature wne o Contractor The foregoing instrument owledged before me this The foregoing instrument was acknowledged before me this day of 2t by 1 �S� day of , 20 , by , Who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB C: NOTARY PUBLIC: Sign ,�� ,Sign: Print: s - fix Ares: Jud . 3, 20 Print: on Ana My Commis 'on Expires: AJantic Bonding Co: ir, My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) VILLAGE OF MIAMI s o ? ES OWNER BUILDER WSCLOSURE STATEMENT NAME: S Ab DATE: c( ( -vf O ADDRESS: t4 E: Do hereby petition the 'V.illage Miami. Shores-to actas my own contradtor purguant to the laws of the State of'Florida, F.S 4$9.1;03(7). Andt have read and tfnderst statement, ood the following disclosure which entitles rite to work as my own contractor; I further understand that I as the owner must appear in person to complete: all a'pplioationg. State Law requires construction to be done by a licensed* contractor. You have applied for a permit under an Oxception to the law. The' allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must superise the construction yourself You may build or improve a bne- family'or two =f mily residence. You may also build or lmprove a corr}rrierc kd' building at a cost of $25,000.00 orfess. The building must be for.yoPr own-use apd•occupaiicy. It may'not be wilt for sale or lease:.If you sell or lease a building you have built yourself within 04c year after the.constructlon is complete, the taw 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 * ho is not licensed must work under:yqur supervision and must be employed by you, which means,thatyou must deduct F.I.C.A and w th holdings tax and Provide workers' compensation for that em'ploy�e,,all.as prescribed by lave. Your construction must comply with all applicable laws, ordinances, buildings codes and zbning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am, planning on doing this construction Initial 2. 1 understand that as an* owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .1 have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial u v 5. I understand that as an - owner- builder, that any contractor disputes with sub- contractors and myself must bc•handled in a civil court with the advice of an attorney. The department will not mitigate'a,ny contract disputes.. Initial •' b. 1 understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any teason they do not ,po §des a business license I M[l be responsible and liable for any wrong doing from this unlicensed * person. Initial 7. Ir utiderstaftd that-if any.person gets injured on rxty construction project — they are entitled to wdrknien's compensation. And if they do not posses a workmen's policy I could be hotd liable for all doctor and related cost which. could include toss of wages duripg recovery from injury.' Initial Cb*)>- 8: I. understand that under state• and local laws I can not do any Electrical, Plurribing, Heating, Air �c Roof work on my property with out first-Obtaining the proper permits 'by licensed' contractors. Initial r , Was acknowledged before'me this Qb I day of , 20 By S who was personalty known to me or who has Prod ed there License or as identification N 'T Y • b o � expires: Jut � 3 Bonded �Q Bon dint/ �® = ,�`�� Atlantic PERMIT # CONTRACTOR: VCA ! SUBMITTAL DATE: PROJECT TYPE: 1T1 ZONING FIRE STRUCTU I� IMPACT FEES V ELECTRICAL , �^ V HRS /DERM �c� W _ / / PLUMBING NOC � MECHANICAL B �S � Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N o. SP0 3 ' 16 r PERMIT APPLICATION t aster Permit No. FBC 2004 Permit Type (circle): Buildin Electri 1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 � 6 4 v j-} �S _ Phone # (3 C' `r) 4-9 I - 5 7 2 Owner's Address 1 o 4 g� o d- 6 5 T -,4- - City -' 10 Stt to L-- Zip 3 �J Tenant/Lessee Name Phone # Job Address (where the work is being done) Q /l) S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # L-e.7 / �� 0°11 gj2V p L o. Je .Sya)). G'(P fA f Is Building Historically Designated YES NO Contractor's Company Name 9) <rjti —f 0 A4 �,vJT- . Phone # 6�v Contractor's Address tp CP S �4 / City /l l`i !mil State L. Zip Qualifier Name Phone # e' <c- 3 State Certificate or Registration No. �✓ �� '!�FZ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value•of Wire F thas,PermYt5 (� �� ,/ Square / Linear footage bf Work: �� 1 K w Type. of Work - . pig ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: w A:n.� ►711.1 s M,�s� ��r� � �� ** 2 ** // F 11 ees 2* y '' krrr* ��* � *r *�:r *� * * * *�� *� * * * * *�� *r ** Submittal Fee $ fin- 00 • Permit Fee $ / 2 lP 3 V > �� CCF $ ` . 6D CO /CC 1 -50 (DC) Notary $ Training/Education Fee $ � Technology Fee $ ° - 7 t Scanning $ 1 ED .0 Radon $ S DPBR $ t'3 Zoning $ go CD CD Bond $ - 00 Code Enforcement $ Double Fee $ Structural Review. $ ED. C)(7 f Total Fee Now Due $ 3 3G8 See Reverse side - . - ),z Bonding Company's Name (if applicable) R 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 th t a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ' ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins on fee be charged. Signature r t Signatun 7� Owner or gent Contractor The foregoing instrument was a ow edged bef // h ore me this The foregoing instrument was acknowledged before me this4 day of 20 A r7� , �, by i'l�� M lc� , day of , 20 7/ / 2p — ` , by ��Yr7Y1D who is p ersonally known to me or who has produced who is personally known to m e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ,.„....„.. NOTARY PUBLIC: } NAZLY RIASCOS ••••NA Z�Y ••••RfA3C08 ........ „s v pr ComroAt Irar 318 Sign: �� i Exgns t20tZOto C S / 2 annY1 0006113/8 g _ _ a a .t /G� 9oneNd #WU (800)433-4254 Print: IL/ �� C5 �i . .......... � A1t11. �i Print: � v My Commission Expires: �'�� l��!'� My Commission Expires: P��E��1�� APPLICATION APPROVED BY: J Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village, Building Department 10050 N.E.2nd Avenue -+ Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -:S A! LAS n rh Phone # 3o l ' S t , D ' 9 Owner's Address i O 4(� u N t City ; - t 1 State Zip Tenant/Lessee Name Phone # wee the work ' being done J•ti Address ( k r e w • is ti g ) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name to Contractor's Address city i �'e.9'h ► State Qualifier eo o rq Architect/Engineer's Name (if applicable) Phone Architect/Engineer's Address City State Zip $ Value of Work For this Permit °� r Square Footage Of Work: it Number of. Bays Stories_ Families Bedrooms Baths `1- Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Np-w A1 ?ftioc� 6S x'/12 County Escrow Fee $ Permit Fee $ -- �J Notary $ Education/Training Fee $ Tech $ Scanning $ $ Code Enforcement $ Bond $ Struct. $ V . I f G = Minus Plans Check Fee $ 50 Total Fee Now Due $ (Continued on opposite side) 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 infor ation is accurate ant's that all work will be done in compliance with all applicable laws regulating constriction 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 thlst 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 be posted at the job site for the first inspection which furs seven (7) days after the building permit is issued. In the ce of such posted notice, the inspection will not be approved and a pection fee will be charged. Signa a Signature 1 O z or Agent Contractor The foregoing instrument was acknowledged before me this 2 / The f go' g instrument was acknowledged before me OA day of t�C 20 by day of n 20 4 by who is personally known to me or who has who is per p roduced ' P personally kn to me or who has produced _ As identification and who did take an oath. as identification and who did take an oath. N Y LIC: NOTARY PUBLIC Oft S�r►t� - Sign:. „ Print: Print: °`` *P ` b 1 y e T !. My Commission E ires: sroo a- My Commission Expir ' hies (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: �( 913 Plans Examiner Engineer chc7/7 /03 J Zoning Miami Shores Village F J ill s l Building Department BY. - - P 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. �n PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical (P Mechanical Rooting Owner's Name (Fee Simple Titleholder) S A i L. tL ti 1 E 1 Phone Owner's Address 15 4,1 �- - City 1'Z ' " " t State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) i c, 4--9 C. A-4 (L-. City Miami Shores Village County Miami -Dade Zip i FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Y � d �� VlC _ Phone # r Contractor's Address 7 / �� 7 • W . �� City < veil State /- I Zi > $ P Qualifier Name Y etit fi� ��41 �v� Phone # FS - 3�, O State Certificate or Registration No. rr-C 46 el Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permi S Square / Linear Footage Of Work: 1a „• ❑Alter a [ El Repair/Replace F] Demolition De rie Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� 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 Signature � Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this � _ day of , 20 by day of �i , 20 0 by who is personally known to me or who has produced who ersonally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: W AIGDAUA S 1 M'IW Sign: Sign: �c - Stye d Florida 11,2008 Print: Print: / Ccm dsslon 6 pp 4 76 nded By National N Assn. My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) r ccc_ Miami snores v inage uunaing meparlmem Change of Contractor Permit No. � ®�° 1 ® � S L Phone # 3 9 r S 1 2 7 Owner's Name (Fee Simple Titleholder) Owner's Address I ® 0, N City n -L State n- Zip 3 c� Tenant/Lessee Name Phone # Job Address (of where the work is being done) , ° AV City " ` County t`-®k Zip 3 , Legal Description Contractor's Company Name J9 I-� Phone # Contractor's Address 1 - 7 1>3 N VJ "7 R City 441A L, &IR c State ( L. Zip —3 t Qualifi er Describe Work: C'h°t- P " em, ` f- C, I I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to cgmplete the contract. I hold the Building Official and the Village of Miami ell 4 Shores harmless rom all legal invo ent. Signature Signature "Own en w er or Age Contractor . ...... ...... The foregoing instrurn ioledged before me this The foregoing instrument was ackcowtdUed before me • this day of 20 ob by Pl+► t�°t'ld •••••• •••• 0 c �� b '••••• • •• "• I 06 of 20 Y .... • ...0 a who is personally known to me or who has produced who is personally known to me or Aoskgproduc eA • • ": ". �1 As identification and who did take an oath. as identification asd who did MA at oath....... NO Y P IC: _ NOTARY PUBLIC: • • • • •' • • Si Sign: •....• :....: Print: C,4e lo Print: • My Commission Ex M ' �'ommiSeft D0245M My Commission expires: .► N� Expires August 27 2007 Rev. 09/19/03) A r September 30, 2006 Doral Plumbing 17335 NW 78 Ave., Miami, FL. Re: Termination of Contract Dear Sir, It is unfortunate to inform you that the services of your company are no longer needed as the contract at 10480 NE 5 Ave. is terminated and the associated Permit No. PL06 -1038 in Miami Shores Village has therefore been revoked. Osbek de LaTorre, President of Torre Building and Maintenance acting as agent of Richmon Construction originally commissioned your company for this job. Osbek has failed to perform any work on this contract and has vanished with deposit funds that were paid to him. Litigation is in process. Torre Building Ft Maintenance Corporation is in violation of Florida Statute 489.126 - Money received by Contractors. \ Ve r ry truly yours, Sailesh Mehta Property o r 10480 N dve .,Miami, l 38 305 491 5729 ...... ...... ••...• • • • • • • • ...• e..•.. ..•. • . so 6 06 : * 8 .• 0 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 (305)756 -8972 Bill To SAILESH MEHTA Invoice Number: PL -10 -06 -26336 10480 NE 5 AVE Invoice Date: October 06, 2006 MIAMI SHORES, FL 33138 -2040 Permit Number: PL-4 -06 -1038 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 f f Date Fee Name Fee Type Fee Amount 10/06/2006 Change of Contractor Fee Fixed $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 10/0612006 Cash $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Friday, October 6, 2006 Miami Shores Villa e eel Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING �� 1 1 2006 Permit No. °( ® Lit PE RMIT APPLICATIO Master P No. FBC 2004 B Y. 9 Permit Type (circle): Building Electrical lambing (Mechanical Roofing Owner's Name (Fee Simple Titleholder) - hone # Owner's Address —IC) ss C�y N F 6 °� �1 City V l OLA S �TC�i !1/J State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) t D `[ 8 c) N) lc-_ A5 w l I City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated: YES NO Joy Contractor's Company Name ��l t e Phone # d p y / Contractor's Address Li/ 9 C City i r Sta Zip Qualifier Name -� �. � Z ��- - Phone # 5 0 V - - 7F0 State Certificate or Registration No. Certificate of Competency No. --r Archltect(Engineer's Name (if applicable) Phone # V r� t �"° (]v ` FquareLinear Footage Of k s 'I' notr€mna�s P�R Iterations y ❑ Demolition Describe or S -Ae �6 LI Submittal Fee $ Permit Fee $ CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Pee $ Structural Review. $ Total Fee Now Due $ , *1 See Reverse side -4 Bonding Company's Name (if applicable) a 9 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, E'TC..... 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 HNAPROVEMENTS 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. SignatureL Signature Owner or Agent Contra or g The foregoing ent was acknowledged before me this The foregoing ins ent was acknowledged fore me this day of 20 by day of 2 , by who is person known to me or who has produced who is personally wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. �_. NOTARY PUBLIC ; ti; r PL's, a� Y r�OVAi NOTARY P `'� eEIWS t tAti' Al Notary Puts+ ° nt Florida of FWda ? - i*Conrr ty- ` ?008 � N. � �e;= Commission # Db :. , OD3$1 S ��„� Sign: : Print J Pant: , My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Il Plans Examiner Engineer Zoning (Revised 02/08/06) Miami mores v inage isunaing Meparlment, Change of Contractor a m Permit No. Log ' Name (Fee Simple Titleholder i �P Phone # Owner's (F ! ) Owner' Address ®N 0 K) �-- 5+t City State q r - 1, Zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) 1 D' 90 City 16yw Q A*\.Ao County Mt & ip 3 Legal Description Contractor's Company Name Phone Contractor' . ddress 0 C I O ` I�YYIa City '� �, o I ly1 ate State Zip Qualifier I 1 % r V� X0 12 ' n qq n Describe Work: N `doe I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature I t M ,,,. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing ent was acknowl ed before me this // V-4 ( jal day of , 20 � by day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced. As identification and who did take an oath. as idwtif an d who did take an oath NOT UB r �••ti BELKIS UE a NUVAL NOTARY P 'y BELKIS DE LA ; , e '= ^ I�tOtary PubOc . NOW of Fbridp Conmbdon fVotaty Public - State or t j,, ; Sign: Sign: Cmnmtssion # i 7, 2(xx Print: C1D1rm n # 003.Ib106 Print: , My Commission Expir : , � My Commission expires: Rev. 09 /19/03) ® ' ORt L. Inspection Wor wp �e . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL F ^° *ES ins / � Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: 1 Permit Number: `SP2003 -1 682 Inspection Date: 0912512006. Permit Type: Residential Construction Inspector: Desharnis; George Inspection Type: Foundation Owner: MEHTA, SAILESH 5 20 Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: RICHMOM CONSTRUCTION CORP Phone: 305 - 663 -0543 ` Building Department Comments Inspector Comments Passed 061, Failed -Y' Correction ( A- � S `� Re-inspect" �� `� �" p S Fee No Additional Inspections can be scheduled until = .A re- inspection fee is paid. OF Friday, September 22, 2006 Page 1 of 2 c F�aii9r��a�� a OR I'k �4i F's1"�i ti�F RECURDE1 is1 /?ur`ii tt�6 if t � l4 a lE NOTICE OF COMMENCEMENT 1��tE� �;u��r�t COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I �I - DAI "rE COUNT F LORIDA LAST PAGE PERMIT NO. S'P 2.C. TG Z1k TAY' FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: t 1 X 12 1 m_Ot.,bR M 12_1 M).. —� 'fZ � �U L t'11h �t..�►ta� -- <? �.`I` E.1C�1�L t y 6£7M ts2,) l7 " 2. Description of improvement: ��"` C�a3;D 3.Owner(s) name and address: Interest in property: 0LPJ Name and address of fee simple titleholder: CoAJ 4. Contractor's name and address: " 1 + t I c t s 61 Q� Off' OF oft, 5. Sure (Payment bond required by owner from Gontra no C . a �: y ' S i De°t pFY trtat fl'tS as Name and address: t �..,..-- n� tivs Amount of bond $ t irt$ 6. Lender's name and address:U�li'I,G D. 7. Persons within the state of Florida designated b om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: �~ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the-Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration da is Notice of mencement: (the expiration date is 1 year from the date of recording unless a different date is s ecified) Signatu of Ow. Print O er s Name. t { �� Prepared by SA t � Sworn to and subscribed before me this day of� .20 d ��yy Address:. Notary Public atJG�/ JFT— Print Notary's Name _ -- -- My commission expires: 1 -z USE 123A1 -52 PAGE 4 8102 u�SE. wFkMJAd� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 � Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/8/2006 Expires: 12/31/2006 Permit Number: BP2003 - 1682 Owner's Name: SAILESH MEHTA one: (305)491 -5729 Permit Type: Residential Construction Parcel #: 1122310150010 Work Classification: Alteration Block: Lot: Job Address: 10480 5 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 1195 4 Total Valuation: $ 87,675.00 ommen : Required InsR@ NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME Slab GYM Termite Letter Fill Cells Columns Tie Beam Additional Information Window and Door Buck Window Door Attachment Type of Construction: ADDITION Occupancy: Single Family Framing Stories: 1 Exterior. NA Insulation Front Setback: 29' -9" Rear Setback: 15' -0" Drywall Screw Left Setback: 9' -9" Right Setback: 15'-8 Ceiling Grid Bedrooms: Bathrooms: Final PE Certification Plans Submitted: Yes Certificate Status: Shutter Attachment Certificate Date: 1/23/2006 Additional Info: GARAGE ENCLOSURE Shutter Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Contractors Bond $300.00 RC -5-06 -24731 $3,338.36 CCF $52.80 Total: Certificate of Occupancy Fee $150.00 DBPR Surcharge $5.98 1 ° Education Surcharge $17.60 i SEP 0 7 PAID Miscellaneous Fee $80.00 Permit Fee - Additions /Alterations $2,630.25 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $50.00 Radon Surcharge $5.98 Scanning Fee $180.00 Submittal Fee ($250.00) Technology Fee $65.75 Total: $3,338.36 Building Department File Copy NOTICE: In " n to uirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: :::r>Ai Lfd 1 h (EIT DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: S� r z WHEREAS, the undersigned . SA% '+ yA A is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lots) Block of M I g-IL LA-L-L �K (Subdivision), A.K.A. according to the plat thereof; as recorded in the Plat Book Page ) 5 of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) tR `° k Min V1 bill' desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused han ds) d seal(s) to be affixed hereto on this day of 20 SSCES) IT Signature • t Sign and Print �^ ► �'� �' ,��u,� SA o L E� a �u 1 Signature ' t �e�a�r Q�Q Si a and Print AAUt H-74 STATE OF FLORIDA): COUNTY OF MIAMI- DADE): =. ,I.HEREBY CERTIFY that on this day personally appeared before me w Lai4 c5r" who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for Durposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of,� i92 20 Q My commission expires ,p''"� �O sam C y r OTARY PUBLIC STATE OF FLO • . My camera, W244= NV Expires AWwt 27 2007 RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: 5A 6H IN DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEt2EAS, the undersigned <Al l-ES 4 M EN'-IA istare the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) of of Mi �'r` 1-a ` S "4 �, �`'i A "� (Subdivision), A.K.A. according to the'plat thereof j as recorded in the Plat Book 5 Page 15 of the Public Records of Miami -Dade County, Florida, a " Whereas, the undersigned owners} 5a,L,€9:4 ¢ A-A42- 1, desire to utilize said Lot(s) as a single building site., and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used m violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. �2. That the property will be used for a single family residence only. N0 3. That the use of the property or building_wil as follows:._ .. +ate' F� NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor. in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute•a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and ` assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect, IN WITNESS WHEREOF, the undersigned hasthave caused hand(s) an 1(s) to be affixed hereto on this _lo_ day of WITNESS(ES) S � �� .1 OO ids€ r7 &1-1 A ' afore an i t Signa a and Print e and Print Signa d Print STA F FLO DA): COUNTY - DADE): I HEREBY CERTIFY that on this day personally appeared before me 5 `� M < who is personally' ` known to me or has produced (type of identification) as identification and . he/she acknowledge that he/she executed the foregoing, freely and voluntarily gurg ses there in expressed. SWORN TO AND SUBSCRIBED before me on this __ day of , ' 20 My commission expires cafo �x T U FLO ... A «^ 2r 2W s k O I I = I I I y I y °i I a Y • y REMBERTO CON'TRERAS, P.E. CONSULTING ENGINEER/ CIVIL / STRUCTURAL 30 N.W 87th AVE. C -101, MIAMI, F133172 FL P.E. 21522 STRUCTURAL CALCULATIONS APPENDIX "A" ADDMON FOR MR MHrA ADDRESS: 104M NE 5 AV MIME SHORES. FL.33138 COPY REMB ERTO CONTRERAS, P.E FL RE # 21522 7066 SW 44 ST. MI "4L FL 33155 �.1 u :. � � 7s�- t ��+ aoc� ►�.�- ,,-rC��o�= -�s��'''.� -� to�2.a7r Ira. "NOW 4 7S) - 7 (66) — !2S 71-,4 r 'A 20 4cr) too 9 1 Y, Si tot � Oct l Sri uj-► Est cap ,,, 2 S+ 2.0. REMERTO COTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. RE. 21522 �r . j'vZ&v s va2..s& MPM Ai l= t� �r 2. x 'CP AV Go 00 rs r REIQ/9BER 1 O COl'Q TRERAS P. E. CONSULTING ENGINEER / CIVIL / STRUCTURAL C . 30 N.W. 87th AVE. 0.101, MIAMI, FL 33172 FL. PE. 21522 3052527 @29 03/15/2006 14:30 FAX 3052527029 ASSURANT SOLUTIONS 121 001 Building & Zoning Department Village of Miami Shores Miami Shores, Florida March 15P, 2006 Ma elle, Per Our phone conversation On Friday, please keep ripen the permit process for the constriction at my Property at 10480 NE 5 Ave. for an addiden a, f a 3 car Garage and an Exercise Room on the Second Leven I have a Contractor in the process of obtai the different permits. to be able to obtain the Master Permit to begin the work.. I have been a resident of Miami Shores since 1983, residing in the same* house at 10480 * T� 5 . Ave. In the daytime I can be readied at 305 252 7035 x 32592. A BAR ailesh M Miami Shares 'pillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 fyv Tel: (305) 795.2204 ,, j� Fax: (305) 756.8972 1 � � . uj l l � se r . Permit No. 63 't�e82- . wy L / Job Name / cTw �1 BUILDING CRITIQUE SHEET 1 421 A- e U . Z.- c. hA A-) ( 'c At-.,, LO _ 4— FLZM71 C S - 5 vP t i.e. ors. ,v E �" ti C( ti 019 BUILDING AND ZONING DEPARTMENT ORTDp' 10050 N.E. SECOND AVENUE' MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 Contr m rd mrIowm, picked up 2 sets o f plans for (address) _ 1 o ho �F S \- tP from the Building and Zoning DIepaim, of on (date) W have cam done W plans and/or got County staff. I mddentandd that the plans need to be huu btgbt back to Miami Shores BmWing and Z,cing tu( continue the pen hitting process. ne. Y-03 plans . . S ` S 0 yp" BUILDING AND ZONING DEPARTMENT OR ►*" 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 L R�x� ►' t' �G c m Ift I wtorliomma, picked up 2 sets of pens for r (addwss) ( L the Building and Z ing D%x f nw tt on. (date) 5 to have omvctitms dam to plans andlosr gat County stampa. I uudrstend that the plans need to be hought back to Miami Shcm Building and Zoning to cosh the ping proms. Signatm ff 1 i o e.air+ = I — sp BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) '795 -2204 FAX (305) 756 -8972 c�ontractm/owmg, picked up z ses of plans fir (addrem) fiom the Bonding and z,md*ug Department on (date to have canvatians done to plans and/or get County stamps. T understand that the plans nevi to be trraught back to Miami Shams Building and Zoning to continue the ping process. C Signefin+e I i i i Sp BUILDING AND ZONING DEPARTMENT ORTDp' 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 I, CO i /owm, piked up Z seb of n1 o for (address) f �'S G�1Y �°j3 S'� from the BWkEng and Z 3mg DeparWamt m (date) { to have armxAim dome to plans an&ac get County damps. I understand that the plans heed to be brought back tQ MOM Shea Bwldmg and Zo nmg to confim the permWitug process. Signature r,! A L s� BUILDING AND ZONING DEPARTMENT iURN�' 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 w/owner, picdmd up 2 sets of plans fir (address ) from the Building and Zming Department on (date) tD have cmmtmm dome to plans and/or get County stung. I �mdas siand tbat the plans need to be huugbt back tD M"iami Shma Building and Zing to continue tie pig p�ome. r a�lilgnatllt� Miami Shores Village Building Department zaoso NY,2naaYe= Mimi, sbav4 Florida. 33138 Tel: (305) 7952204 Fam (305) 756.8972 Permit No. BP 43 -1682 Page 1 012 4/1/05 FORTH CRITIQUE BUILDING CRITIQUE SHEET All Previous Items Have not ]Been Addressed 1 till eed to submit lectric2�mechanica plu nbiii ro g�and shutte ermits along with all paperwork. r o es s of fO c r S "- id ead do6r Witted two sets for 16' -0 wide only. ` e esr n G. in—closets: r fl o ss u er NOA 00. 4327.08 is missing ages and �s tom , ur — Follow the procedures for submission of corrected plans for your resubm ittal. �7 V ti006 6VG ' ON 6ZOLZSZS026 F .JMM I f t S3?JOHS I WU I W 9S : Z T 500Z/60470 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03 -1682 Page 1 of 2 4/1/05 FORTH CRITIQUE BUILDING CRITIQUE SHEET All Previous Items Have not Been Addressed 1. Still need to submit electrical, mechanical, plumbing, roofing, and shutter permits along with all paperwork. 2. Submit two sets of NOA' S for 8 -0 wide overhead door — Submitted two sets for 16' -0 wide only. 3. Provide design pressures on F.G. in closets. 4. Storm shutter NOA 00- 0327.08 is missing pages and is to blurry to read. Follow the procedures for submission of corrected plans for your resubmittal. APR 0 8 2005 y� 1 J e c Chu c : C44 e Y, Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS_, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 4/1/05 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03 -1682 Page 1 of 2 Third Critque 0 1 BUILDING CRITIQUE SHEET 1 Still need to submit electrical, mechanical, plumbing, roofing, and shutter permits along with all paperwork. 7U Submit two sets of NOA' S for 8 " -0 wide overhead door — Submitted two sets for 16' -0 wide only. (3)Provide design pressures on F.G. in closets. U4. Storm shutter NOA 00- 0327.08 is missing pages and is to blurry to read. Follow the procedures for submission of corrected plans for your resubmittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 5/10/04 CRITIQUE SHE JOB ADDRESS - 1,e! eo --5- APPLICANT �E r PERMIT NO. AODfIESS: PHONE MIAMI SHORES VILLAGE APAUCA*npN Tt tj BUILDING J ZONING DEPARTMENT- :.. SECTION 8Y DATE :. SHEETOF�` ZONING MISCELLANF -OUS ELECTRICAL MECHANICAL. • PLUMBING FIRE PUBLIO WORKS. STRUCTURAL E UILOIKG OFFIGIAL r t. Sabjaet to coMpltaaas wlth dt Fedsr4 State.* cock*.Yaap odes W regvtaUWA. yeage ugxm no responstblttty for ncc Ney allot rssatts from .. 0 C.�k/' fftiese ,v 0 rNG Nt l d it°Es"" !S L This copy of plans meat b• s�Yallt6Ee ea VW iN baltding site or no taspecka kill be MdWa . 5`t rw /s afeW CC®A *,� show tr, :dam+ rwrwt� - .t 0 /t 4 k- ho (;/O e " jj/� •�� d ° or , Ala u� eo / DATE /0o Vl it a COMMENTS INITIALS /d a1 f 0 3 6 ; r- 6 y 4-- ?l a/Il C' 4/iNa,0c _ o ri r - fi(e 5 kv,, � � � � � °� � � b e ��4 eel ou�f ) prj4 4v Occkxptul �-t, � �, 5�v�/ R se cave p rolla �t : :i • iit' �i[,� ffmom J I r T L= NOW-1-Z- wl-e4-m �� pi SAWANA"AF J " / i AM , y' r� r P v � Miami Shores Village Building Department 10050 N.B.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 /41z- Job Name .fdile.P4 1l ea- 1o4p ae STRUCTURAL CRITIQUE SHEET a en fee. 2 /s , Tip BeQ is ply g `'wide. �s sH..k , r �c Pi ea.�CS -- resj -s�e�C b :sass c�, l lop ba , Bl e- �hX vez Cl!tz dl Doak Audy o-W 6 e. h4eluded) Q/! Slee . l /S'- Z rpu cdc. Lc- d lAe balkm2 e4or /6 J� 0 urn % rL, d-t'a 1! 6uw � � Xkfa --n 7o. 4WI 5 u A -3. n o n roan ddh%H ban, e`eva. ws W G f '! -del /112iil /our' gyre, eeilerfe d-, Slope- ! fv c e doarx. S en SO-/ roux fie- ;A41ei - m &-d t � b ar - 5 ewe AGe . o , 0 ' 6 d a, f 116 rnkeW & le Eke( �v s 1 Am4 , -' o v e - haves is > 3 J y Can -s �rn rdo !�r i 7 �s Ye-ow. xftol 0 x 8 rAked be¢ut. 1a /2 j5'. Wi led - e, is Ste s ln g r,e ;4POi -e, « = s ems, b. d . S Flo.; Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 & f / Permit No. � o Z Job Name MECHANICAL CRITIQUE SHEET --Y-.� Q F1 Lf__ Miami Shores Village ti g Building Department 10050 N.E.Znd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No Job Name MECHANICAL CRITIQUE SHEET Miami Shores Village ' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03 -1682 Page 1 of 2 IN YCRITIQUE SHEET 1. Submit electrical, mechanical, plumbing, roofing, and shutter permits along with all paperwork. 2. Submit two sets of product approvals for all openings reviewed and approved by designer of record. 3. Addition constitutes more than 25% of existing building — design professional is required to visit the site and provide an inspection report verifying compliance roof anchorage, filled cells, ect., to comply with FBC 3401.8.2.3.1 thru 3401.8.2.3.3. Follow the procedures for submission of corrected plans for your resubmittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 10/31/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0.3- /6�2 Job Name ��- /�4b'® �C S Ave. STRUCTURAL CRITIQUE SHEET Pr� a O See. vs- �r�� . /� aa� we lwkw 44 -w on re am d-" e`e vz&h;ws 0/ d e ear 4oa /� �i` � Floor- are, ee lewfe d, ! fo. -me, /: r/ � 7%e iled �1uwn oprey, �& ;n lerm edi eile, ba- ew--� Aze 4,6 5), A See - Ira mke, 6 �V A&W C.471-5 .1�' ra®,1 ei is > 3 -'12, 7 sf mil, 114 Ox I rAl ed bey. 40,/x. fit, Were 15 S'15e, dod fp enq W ww1l rem e r- e44 bed • Miami Shores e Villa g Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. � .- / �. �. Job Name 4 MECHANICAL CRITIQUE SHEET lczko y 1 Miami Shores Village OZ Is I Buildin g Department artment 1 3) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d�3 Job Name MECHANICAL CRITIQUE SHEET CRITIQUE SHEET I 2,1 l °� JOB ADDRESS / jo Al - E APPLICANT / 'C- / 4 PERMI NO. PHONE # ADDRESS: MIAMI SHORES VILLAGE • AE'PLICAT[ON + T 1 eJ ►� BUILDING / ZONING DEPAPLTMENT` SHEET oFi SECTION .: BY DATE MISCELLANEOUS ZONING ELECTRICAL. MECHANICAL PLUMBING M FIRE PUBLIC WORKS • STRUCTURAL _ 8UWING OFFICIAL. • L SUNdd to caMptiance Ydtb AN FedeM4 State. Cmk*.Vmap ttides Ind ceocdadoom votge:estates no�(espcastbpity for Amctcy oftoc results ftcat ! R. This copy of plos mutt be aYalttbte a [landing site Of ao tnspecttaa Ydit be mdccted. D ATE ZI J V G COMMENTS . INITIALS /� o? P/ 70 3 cze v 4— ?! alv " L ! s (�' r G U-- U All — N S ' TO St wflCc � �e �.cfl(a- 14fiaa� cs F (,t S C r&Q r -� � � � � � q•csi� n N � �� G � c s �rt/"G S'�iP- Ltc �cR•` -- � .s FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067 -0077 Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION Forinsurance company use: " BUILDING OWNER'S NAME Policy Number Sailesh Mehta BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 10480 NE 5 AVENUE CITY STATE ZJP CODE MIAMI SHORES FLORIDA 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 OF MIRROR LAKE SUBDIVISION" PLAT BOOK 56 PAGE 15 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##JW or ##.##f## ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAIVE & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE CITY OF MIAMI SHORES 120652 MIAMI - DADE COUNTY FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flood) 12025CO093 J 1 07/17/95 03102/94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile 9 FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® FnIshed Construction *A new Elevation Certificate will be required when construction of the building is complete r C2. Building Diagram Number 1(Select the building diagram most similar to the build t g completed -see pages 6 and 7. If no diagram aocuratel the building, represents g, provide a sketch or photograph.) , C3. Elevations — Zones Al A30, AE, AH, A (uvith BFE, VE, V1 -V30, V (wvith BFE), tahAE, Al A ©,° AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item e d u If the datum is different from the datum used for the BFE in Section B, convert the datum to Mused for the BFE. Show field measurem d I ' . Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.".: Datum NGVD Conversion/Comments Elevation reference mark used BM Does the elevation reference mark used J o ❑ Y No a a) Top of bottom floor (including basement or enclosure) 11.6k [" m ❑ b) Top of next higher floor 12.3 ft(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A .ft(m) I o U d) Attached garage (top of slab) N/A ft.(m) S a e ) L o w e s t e l e v a t i o n o f machinery a n d / o r equipment w o to /163/i2003 5034 servicing the building (Describe in a Comments area) 11.0 ft(m) a ❑ f) Lowest adjacent (finished) grade (LAG) 9_1 ft(m) z'S to L] g) Highest adjacent (finished) grade (HAG) 10.4 ft(m) 8 ❑ h) No. of permanent openings (flood vents) within 1 fl. above adjacent grade WA � Ll i) Total area of all permanent openings (flood ven in C3.h � . in. ( sq. cm) SECTION D - SUR OR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cerfdy that the information in Sections A, 8, and C on this cerfifiicate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1009. CERTIFIER'S NAME OSCAR EMILIO BAEZ- CUSIDO LICENSE NUMBER 5034 TITLE REGISTERED SURVEYORAND MAPPER COMPANYNAME BAFZ &ASSOCIATES, INC. a ADDRESS CITY STATE ZIP CODE 2000 SW 83RD CT. MIAMI FL 33155 SIGNATURE DATE TELEPHONE 06/03/2003 305-265-1002 FEMA Form 81 -31, anuary 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (IndudkV Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 10480 NE 5� AVENUE CITY STATE ZJP CODE Company NAIC Number Miami Shores FI. 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of th Ele C for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS CROWN OF ROAD ELEVATION = 11.20` ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number—(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducting basement or enclosure) of the building is _ ft.(m) _in.(cm) E] above or E] below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 4 the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery andlor equipment servicing the building is _ t(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, If available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance-with the commur qs floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or community - i ssued BF E) or Z one AO must sign here. The statements in SedonsA, B, Q and Eare correct to the best ofmyknoWedga PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. G1.1 - 1 The information it Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation irtiormation. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO. G3. [] The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEOCCUPANCY ISSUED G7. This permit has been issued for E] New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. — ft(m) Datum: _ Gg. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions I IN T R N.E. 105th TRET �'` ----- - - - = =s ------------ - - - - -- - -- _ N --. — — — --- — f. 105M 5T. � �� 19.0' ASPHALT PAVEMENT � • �- Aso a �'; r .._ Graphic Scale ! 20' 0 10' 20' 40' r' 6 5 ° 4 3 2 t WE - w le (( @ o 24 LL 3 PROPERTY ADDRESS: F.I.P.11 I ! + I W O ui 10480 NE 5th AVENUE MIAMI SHORES FL, 33138 F.I.P.1/2"0 (NOID.) r ! 0 3 U tail (VOD.) o r S t �w s SW, N 89 E 76.0:: (r &m) Q h 23 _ DESCRIPTION — — 30.0' , r Lot 1 of " MIRROR LAKE SUBDIVISION I z . 7 w �' � A K � 22 accordin g to the ° 90 13 = Plat thereof as recorded in Plat Book 56 at Page 75 of the D .- °' 4 ` + °� i � �• ° � w Public Records of MIAMI - DADE County, Florida. A _ 39.4 { ` ` ;b "� `'t �` 2 I k Z N R= 25.0 ci There may be legal restrictions on the subject O � " '� 18 e a ° _ o o ° k property that are not shown on the Map of — 0 0 �N 5a z a y y y y Survey that may be found in the Public Records in LOT 1 ,�O ""..: I LOCATION MAP (NOT TO SCALE) e� `1► " n n ° u n n u of Miami -Dade County, or the records of any other � °; public and private entities as their jurisdictions may appear. 0 //1/ / y��k� coo on The Map of Survey is intended to be displayed /r...:• at the stated graphic scale in English units of ' Subsurface im rovements andior encroachments O ,r... I P �. measurement. Attention is brought to the fact E the / / / ,,� �,�"', with upon, across, abutting or adjacent to Q that said drawing may be altered in scale by otS /!' ": subject property were not located and are not shown. j c� the reproduction process w r LU z ° UJ This survey was conducted for the purpose e! c = w Mapper. m z out the signature and original raised ... of a BOUNDARY SURVEY only and is not r � ,3s/ , ",,� *r..:. "I •� intended to delineate the regulatory jurisdiction r / ONE STORY b "' Z nsed Surveyor and Q z o v z // R@S # 10480 / " W I > iti artd ng is to this Map of Survey by L ul w of any federal, state, regional or local agency ; x£ er the i , party are prohibited without boad, commossion or other entity. / i ° CONC, E ..rr- � th ft n C o s t of the signing nin Party. Ill / / j/ / / ail oils ] o x m Legal description was furnished by the client P cti 5 ¢ o It. o Q is Of y has been prepared for the o a a a a z If shown elevations are referred to N.G.V.D. of 1929 � °9° s si entitles named herein and _ c F. F. EL= 12.26// " I Cn tin not extend to any unnamed party. LL d Legal Description subject to any dedications, 2: Z e ail limitations, restrictions, reservations or recorded O 1 3' w ,Y. o d ,, TO. Q S o a a a a a z easements. `V LL: z Z r- J r: se LU o o / / / /// JOSE OVIEDO The surveyor makes no representation as to // `L / m ownership, possession or occupation of the / Off` v "" LU subject property by any entity or individual. //� o 9 .9• r . IM ! r SURVEYOR'S CERTIFICATION: w a o FLOOD ZONE INFORMATION: °f Community No. 120652 O� o UTILITY I hereby certify: That this "BOUNDARY SURVEY" and o Q o 1. 7 the Map of Survey resulting therefrom was performed o 0 a m a a a q Panel No. 0093 A/C O m z m o z 11 0 under my direction and is true and correct to the best v z . v Suffix: J F.I.P.112"O of my knowledge and belief and further, that said a S a g a FIRM Date: 07 -17 -1995 (NO ID.) On P.L. n n n n n u u n in I Technical Standards for Land Surv t ot m the State imum tail a Flood Zone: X o N 89 °46'37" E 39.4' LL LL a () of Florida", pursuant to Rule 61 G17-6 of the Florida LC Administrative Code and its Implementing Rule, m bI Chapter 472.027 of the Florida Statutes. RETAINING WALL C.L. CONCRETE DRIVEWAY tail of t7 x W �O ° BAEZ & ASSOCIATES, INC. z w a P - 7 - 77777r�� a c I Florida Certificate of. Authorization, No. LB 6356 o h o h m z y z ci L A K e ¢ � Og22�Uq U ry6 06-03 -2003 9_ ¢ o ° x ' o c QQ�UUV�U n UU Oscar aez- Cusido, P.L.S. o y ��1 p i 3 Regis red Surveyor and Mapper No. 5034 v S m x o N cn Sta of Florida. 3 ¢ m ° v � o ORIGIN RIGINAL 06 -02 -200 C.L.F. �Oti BAEZ & ASSOCIATES, INC. ORIGINAL e 30.0' 0306-0324 Land Surveyors - Land Planners REVISIONS. Jos No. SHEET S 90 °00'0'° W 115 .0' F.I.P.vro 60.0' RIGHT OF WAY 2000 S.W. 83rd Court MIAMI, FLORIDA 3315 J.C.R. " W a o NO ID.) DRAWN l I S SWWS W LOT 24 M I R R O R L A K E S U B D I V I S 1 0 N ( PHONE: (305) 265 -1002 FAX: (305) 265 -0608 • • eae a a • •ee C�, • g •) , '1) l �t '1 1 — Sunshine Windows 1 '3 • 0 �s • • . • Manufacturing, Inc. ® o o • .o o• � o • • 0 0 •• o e a s o a •' • o e�' • o e ' 1745 W. 33rd P {OCO Is see • Mao% }l„ft 33012 Ph: (305)364 -9952 9 i i ••• e a e o Fa=(305)828 -5118 HORIZONTAL e o•o a e a • •• s g o• a o • 9• • O O �3 � �DO9 g• a _ tr SLID ING W. INDOW TSB ANNEALED G NOA 02 k n9 ,l6 X P*- 02=28=* I09 J 9 3 O00 MIAMhOAt3E ' ' ' MIAMI- DADECOUNTY. FLORIDA D METRO -DARE FLAGLER BUILDING BUIL CODE COMPLIANCE OFIC,(�3CC0)° 140 W EST FLAGLER STREET. SUITE 1603 ° MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROLT4VISION ® ° D as. a ® (305) 375 -2901 FAX (305) 375.2903 , O o O ° ° D NOTICE OF A&OTARCE Sunshine Windows NIa4uf4g u0nb, Inz. 1745 W. 33' Place 9 9 0 Hialeah, Fl 33012 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (In Miami Dade: County) and/or the AM (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it. is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series 11 1650" Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. HS99 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) DSB Annealed Glass", sheet 1 through 3, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/4/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state 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 NON. 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 prc ; ided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA renews NOA # 99- 0202.12and, consists of i :s page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul R 3riguez. NOA No 02. 0125.03 a Expiration Date: February 28, 2007 Approval Date: March 7, 2002 Page 1 per -- - ee c ot e c c eo o ee c' e c c c c c r f c c r r r c r r C i n > _ - -- - -- -'---- --- - -- ' COMPARATIVE ANALYSIS CHAR 1; ` �unsnlne windows r r c r c r -loo Manufacturing, Inc, 4VUW4VM ;f02WA fAtL SLIDING WMOW %0) t { r o c r n45 W . 33rd HIChilk r c r r c Flioft 330/2 DBSIGN LOAD CAPACTi'Y PW Ph: (aft NU 5' MAX. 21 1/2' Fox:(3o3st 1a r r c c c o C.1c coo r r 1314" . Sn L I IA" SILL A MAX. f C' - C'; DIltrl�l�S �JI�f r < c r c c c � cc c t c Ac PER HEAD do EXT. INT. EXT. INT. " " • rn WIDTH E1G SILL '" DSB ANNEALED DSB ANNEALED is4 cm g s GLASS GLASS 281/Y 3 55.3 140.0 70.0 140.0 °o 11 '' �• r II 37' 3 55,3 140.0 70.0 140.0 C7 _ rVic 3 � .I II w v � • i t 53 t e 700 153 4 5 .3 1 53 1 5 1. / c pNol18 N 74' 5 55.3 80.1 70.0 80.1 - !Q7 � 1 261/2' 3 55,3 140,0 .70.0 140.0 ----=---- „--- - - - - -- - -- -- „ - �_ 37m 3 55.3 110.1 70.0 110.1 8' 3e 3/8' 3 5 7 0 0 72.8 ' FALSE MUN11NS (SURFACE APPUED) 53 1/8- 4 5.3 2.8 7 . B MAY BE USED Q 74' 5 50.6 50.6 50.6 50.6 iQ 37' 3 55.3 80.7 70.0 80.7 6" MAX. 20 1/2 � 53 1 /e' 50 5 /e' 4 4 53.4 53.4 53.4 53.4 Sr. 1 O MAX. PRODUCT RENEWED 74' 5 37.1 37.1 37.1 37.1 WINDOW WIDTH ACCEPTANCE NA 37 3 55.3 63.6 63.6 63.6 EaTIRATtoa u 53 1/8- 83' 4 5 42.0 42.0 42.0 42.0 TYPICAL ELEVATION (XO) 74' 5 29.2 29.2 29.2 29.2 � /PRO C0?1Ttt0L Divi� rl 24' 2 55.3 140.0 70.0 140.0 a MMDING CODE co! MANCE Oi•T[CE 36' 3 55.3 140.0 70.0 140.0 N 4a' 24' 4 2 55.3 140.0 70.0 140.0 1. -SUES -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2' NOMINAL. 60• 4 55.3 111.2 70:0 111.2 THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 LONG FASTI�NERS OR EQUIVALENT. 72' 5 55.3 91.1 70.0 1 91.1 2,- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE 24' 2 55.3 140.0 70.0 1140.0 OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL 38' 3 55.3 122.4 70.0 122.4 BE PROPERLY PROTECTED. 48' 36' 4 3 55.3 87.8 70.0 87.8 eo' 4 55.3 68.5 68.5 68.5 DAD$ EWPACT RESISTANT SHUTTERS RBQUBM oro.m Br J N 7Y 5 55.3 56.1 56.1 56.1 oot.: 3 -4 -99 38' 3 55.3 88.4 70.0 88.4 »_ • Soft 1 2 1 4a' 4 55.3 63.5 63.5 63.5 48* 4 AI'triOYEO AS COMPLYING WITH THE 60' 4 49.5 49.5 49.5 49.5 f - 5 40.6 48.6 40.6 40 .6 SCL'TH ROPIM B CODE 72' l ion: BASED* ON FTL -1004 DATED 12 -22 -94 r 3a' 3 55.3 69.2 69.2 69.2 TEST TEST tOADS EXTERIOR pR URE +.68.2 PSF SIZE- 74' X 63" (X0 NIL � eti - - t • INTERIOR PRESSURE -r83.1 PSF ' •P�CC,C C' .. OIV.S. `� HS99 -01 4a' �• 4 5 ' 49.7 49.7 49.T 49.7 DESIGN LOADS- EXTERIOR PRESS RE +45.4 PSF 8J7.6uiG CODE CM:PLIAHCE OFFICE g INTERIOR PRESS RE --55.4 PSF A .>e✓ FRANCISCO HERNANDEZ [ SHEET 4 38.7 38.7 38.7 38.7 -c• :3 WATER INFILTRATION TEST= 1i.3 0 10.5 PSF AA FLORIDA PE 51 393 72' 5 31.7 31.7 31.7 31 TESTED GLASS- DSB ANNEKED 1 OF d ! a 3 1 0 3 N- TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY 3/16" SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER. TO SHEET 1.) _ (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) Sunstilne Wind: Manufacturing, j .0 0 ''i a� A. .� o o A o e • ' • e © 174s W. 33rd K i i Fa i I SG )�3 ; • ., APP.°.O�T:D AS COMMING WITH THE t: A Aaa oe i� . � ., Y�!o o � e ;,• :.,, �' L7H FLORlt>a BUILDING CODE ` OAT L ` t 1 6 PRODUC ITROL DIV.'S 0I1 a •��- BUil D.N. tt2 • CODE CO.tiiPI.A,ICE OFfICE !E `" . 7 11 1 t B 17 ACCEPTAM,E ti0. _ q ^ 12 � 4 B t 16 3 w PRODUCT RENEWED Z © 2 y A No. I'�Z� O L Z. r 03 _ (2) WEEP _ (FOR NUMBER OF ANCHORS A 6 O I EXPIItA O:� DATE `�. 2 � 3 HOLES = 11 N V --J PRODU CO, 17tOL DIVISION B BUU DING CODE COMP11ANCE OFFICE t .• 3/16 * TAPCONS 1 1/4` MIN. EMBEDMENT 11 '' . :; "',• ; , , INTO MASONRY. 16 3 6 4 ° - '' , (FOR NUMBER OF ANCHORS AND MAX. t a , �` • •' • SPACING REFER TO SHEET 1.) (2)p 2 C t VERTICAL SECTION i HOLES 16 3 N YAM SILL RISER �• 2 +� i 2 WE 3/15" SMS 1 1/2 MIN. PENETRATION INTO WOOD. HOLES ! �. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) ATTACEIMM TO WOOD a 3/18` TAPCONS 1 1/4` MIN. EMBEDMENT INTO MASONRY 1/4` MAX: v�G1� S=ON • s ; �,�: �_•_: �_• {F`OR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) SHIM SPACE 9j •'`' ,, 4 ATrAC'2iIV M TO MASONRY C , 'VERTICAL SECTION Q 12 13 4 9 15 18 c q ATTACEiIV1 M TO MASONRY DETAZ x r , 3/16' TAPCONS 1 1/4" MIN. EMBEDMENT GLAZING METHOD: 6 ;• . INTO MASONRY - (FOR. NUMBER 'OF ANCHORS AND MAX. J f 4 _ : ' �. • SPACING - REFER TO SHEET 1.) USE ADHESIVE BEDDING COMPOUND AND. GLAZING — . FOAM TAPE ON EXTERN. " — 2T Dotes 3=4" EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH — — — °-' — — _ — '- — w VINYL BULB ON INTERIOR. WOOD SUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. ATrAC21MI T TO WOOD DETAIL + 3/16' SMS 1 1/2' MIN. PENETRATION INTO WOOD. •+ ' ORA1.M Imo' ND MAX. SPACING REFER To SHEET 1.) '�• WINDOW WIDTH SHEET HORIZONTAL; SECI`ION FL�Ia► PE393 ' 2 `. :3 unRTZONTAL SLIDING WWDOW SECTI i . t . . .. .^ O 010 O O O Sunshine Windows O p 970 0 O 0 13 1 0.e12 �.- �-- t. s25 — .� r dlanufaCturirlg, Inc. O J O 1 W. &W Pbes HWANOh, FAft =12 co 0.050 o Pk 3os li952 nj o , e o o a o °D 1.750 1.875 Fa 305 8-511 J A ° 2.125 1.250 0 MATBRLAL LIST ' 0.398 7 1:)A o o J 1.312 0.812 �-- ryas FART# waQD. DESCRU'1>Bm MA22IRL& o+ 1 SW -019 1 FRAME HEM 8083 -T5 p; c JAMB TO FIXED PANEL GLAZING STOP FIXED MEETING RAIL MOVING MEETING RAI 2 SW -019 1 FRAME SILL 6083 -T5 6063-T5 8063 053 -T 6063 -T5 SW -017 -T5 6063-T5 3 SWxxx21 1 INSERT TRACK 8083 -T5 P r 4 SW-70113 AS RQDj GLAZING BEM 6063 -T5 O N i l 5 SW-012 2 TO DER P /BOTTOM 8063 -T5 °D � 6 SW3019 AS RQD FIN SEAL. PILE FELT - o C 7 SW1520 AS RQO GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 8063-T5 1.00 10 SW40111 1 FIXED MEETING RAIL 6083-T5 T 11 SW -AS AS RQO ASSEMBLY SCREWS 8X1" SMS. 1.250 1.437 0.592 y� L o 12 SW -013 1 JAMB TO MOVING PANEL 6083 -T5 G 0.050 ir► 13 SW-01 6 1 MOVING SIDE RAIL 6063-T5 0.887 i 0.810 �-- 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 2.077 --� FRAME JAMB TO MOVING PANEL SLIDER TOP AND BOTTOM RAIL INSERT TRACK 15 SW -667 AS RQD LATCH ZINC SW 012 SW -xxx21 l 6063 -T5 6083 -T5 6063-T5 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 4077 1 SILL RISER 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6083-T5 PRODUCT RENEWED APPdLIYEO As CObmim wrm Tmt ACCEPTAN N, 0 2- 0 L "1 S ' a7 SOUTH FLORIDA SUILDRIG CODE (�_` oar 18 L` L� EaIRATION DATE 3� By Fn00w 'TROI .011 ' NTRol. DIVISIU\ NILDAU CODE COMPLIM ICE OFFICE JN VIDE CU.l1P I %•:i'E i�!'I:ICE 1CCEPTMCE 110. ' 0 t o2. • t Z Drum or 1.8750 0.078 0� 3 4 -99 2.750. 1.750 3.052 1.0000 t soe0 M.�.tax 2.00 MOVING SIDE RILL SW -016 �� " 6063 -75 ORAwWO N0. FRAME HEAD AND SILL,. SILL RISER HS997 �;, 8063- T5 808 -TT3 FRANCISCO SHEET r FLORIDA 393 3 OF 3 Swt:�une Wigs t�1nl�cctlair�, Mc. 4 9� /0 - N G A) �! Q - C(� E �I R�, - p,� { � u 4 a x o z Ft etdo x."12 x � z � © z �''�° -a11s a o IL 04 DOOR wI DiH WOR WIDTH OOOR WIDTH ODOR wlOni a CO T xZ (2 PAW= -2 TUC M Zo oZ C: PAXW - 2 TU=0 = (l PA?WA -3 TItAC3M OZO A PANNU- 2.17RAtKI) w A ® o - �}O XD' - /Q- & % �T /! (U _ CQ- / z z o a o 0 o a a o a e Q Q DOOR WIDTH DOOR VON DOOR wwm XXO t OXt (3 PANRLS - 3 TRACSM ZOO 1 007[(3 PAN= - 3 TJLACS3) oazo (d FAX RA -I T&4cxD USE PANEL DIIKEMIONS IN DESIGN PRESSURE CKUT.FOR ALL DOOR CONFIGURATIONS MATERIAL LIST MATERIAL LIST • ITEM # PART # D. DESC'RIp''TION MATERIAL ITEM # PART # D. DESCRIPTION MATERIAL REQ REQ 1 SW -002 1 2 TRACKS HEAD 6063 —T5 13 SW -004 1 /PANEL BOTTOM RAIL 6063 —T5 V' 2 SW -066 1 3 TRACKS HEAD 6063 —T5 14 SW -3781 AS REQ'D HD FEMALE ASTRAGAL 6063 —T5 3 SSW -0015 1 2 TRACKS SILL 6063 --=T5 15 SW -3782 AS REQ'D STIFFENER FOR ASTRAGAL 6063 —T5 4 SW -065A 1 3 TRACKS SILL 6063 —T6 16 SW -1254 AS REQ'D GLAZING GASKET VINYL 5 SSW -0002 1 2 TRACKS HI — RISE SILL 6063 —T5 17 SW -1125 DOUBLE ROW PILE WEATHER STRIP POLYPROPYLENE uLTRAt:AB. # 250 6 SW -065B 1 3 TRACKS HI —RISE SILL 6063 —T6 18 SW -628 2 PANEL ROLLER do HOUSING STEEL 2/ PANEL UGHT 19 -A -112 -A 7 SW -001 2 2 TRACKS J AMB 6063 —T5 19 SW -2227 SINGLE ROW FLAP FATHER STRIP VINYL WYBORG 3725 -2227 8 SW -067 2 3 TRACKS JAMB 6063 —T5 20 SW -3257 SINGLE ROW BULB WEATHER STRIP VINYL WYBORG i 470 -12 —3287 9 SW -006 AS REQ D LOCK STILE 6063 —T5 21 SW -3082 DOUBLE ROW WYBORG 4'70 - BULB WEATHER STRIP —3082 VINYL oro.n tin. J 10 SW -007 AS REQ`D FIXED STILE 6063 —T5 22 SW -STEEL 1 /INTERLOCK 1/2" X 1 1/2" STEEL NT 11 SW -41674 AS REQ'D HD INTERLOCK 6063 —T6 23 SW -7130 1 LOCKSTILE FLUSH MOUNT METALIC HOOK _ • ' / LOCK OE O 6192 8K ZINC Real�toa �• •� 12 SW -005 1 /PANEL TOP RAIL 6063 —T5 24 SW —AS AS REQ'D ASSEMBLY SCREWS j #8 X 1 APPROVED AS CUPLYIN D WII'N THE NOWCTRENE;WEi3 SMITH _ F � L _ O g t0A 60UDINO CO oRlwMm NO. 43 cm + 9wfth D A 5.+u 20 0 SGD98-01 A r o rya - o'� a :.. . EX Date P�L;,•�I COt•:t .� DIV ::c.j SHEET �j•' ?� C7 gi' au!;c.rtts .Co =. :�PIIAta OF FFLWCISCO H 1 OF 8 i Dads oudad tbyt +ui CCirT ;e :f.►, 1;3. " O FLORIDA PE / 91393 Dtri" SERIES 1600 ALUMINUM SLIDING GLASS DOOR Sunshine Window$ kda"n$ k DESIGN PRESSURE CHART - PSF 1746 W. W „ Fhm ml/ ALL CONFIGURATIONS WITH RFrAVOM ANGLES eztl =a s PAM WITHOUT MCTAVaM ANGLES xx 1011 x0 1 01101 O / xx0 / XOO / oox 1 XXX/ oxxo D AMON IN INCUS She l l=I GLASS 3ar GLASS 114" TF1M D GLASS MV TAPCONS MP TAXONS 114" TAMONS 346" TAXONS 114" TAPCONS WIDTS HI�BT � M• EXT. INT. �" EXT.e} INT.- EXT, INT.- EXT.+ INT:- EXT. INT.- � � 24 57.0 120.3 62.0 167.9 62.0 167.9 60.7 1 87.9 60.7 167.9 ug x 30 57.0 101.2 82.0 109.8 82.0 141.2 60.7 109.8 80.7 141.2 � Rai i.7 57.0 88.7 62.0 96.5 62.0 123.8 60.7 96.5 60.7 123.8 48 57.0 74.1 62.0 82.5 62.0 103.4 50.7 82.5 80.7 103.4 24 57.0 97.0 52.0 135.4 62.0 135.4 60.7 135.4 60.7 135.4 30 96 57.0 85.4 62.0 101.6 62.0 119.1 60.7 101.6 60.7 119.1 36 57.0 70.2 62.0 87.1 62.0 98.0 60.7 87.1 80.7 98.0 48 57.0 57.0 OLD 72.8 62.0 80.0 80.7 72.8 60.7 50.0 24 - - - - - - 90.0 187.9 90.0 167.9 30 so - - - - - - 90.0 109.6 90.0 141.2 36 - - - - 90.0 96.5 90.0 123.8 48 - - - - - - 82.5. 82.5 90.0 103.4 24 _ - - - - - 90.0 135.4 90.0 135.4 30 90.0 101.6 90.0 119.1 s 38 96 _ _ .. _ - 87.1 67.1 90.0 98.0 M 48 - - - - - - 72.6 72.6 80.0 80.0 BASED ON FTL -1547 DATED 1 -21 -97 BASED ON FTL -1285 DATED 9 -17 -96 BASED ON FTi.- 18411A 0 12 -t0 -97 TEST SIZE- 98' X 96' (XX) TEST SIZE- 193' X 98' (OXXO) TEST SIZE -193' X 98 (OXXO) TEST LOADS- EXTERIOR PRESSURE +88.0 PSF TEST LOADS- EXTERIOR PRESSURE +93.0 PSF TEST LOADS- EXTERIOR PRESSURE +120.0 PSF APPROVED AS COMPLYING WITH THE INTERIOR PRESSURE -86.0 PSF INTERIOR PRESSURE -120.0 PSF INTERIOR PRESSURE -120.0 PSF DESIGN LOADS -EXTERIOR PRESSURE +57.0 PSF DESIGN LOADS - EXTERIOR PRESSURE +82.0 PSF ESIGN LOADS - EXTERIOR PRESSURE +80.0 PSF SOUTH FLORIDA BUILDING CODE INTERIOR PRESSURE -57.0 PSF INTERIOR PRESSURE -60.0 PSF INTERIOR PRESSURE -80.0 PSF OAT WATER 1NF LTRATION TEST- 8.5 PSF WATER INFILTRATION TEST- 9.3 PSF WATER INFLLTRATION TEST -9.1 AND 13.5 PSF TESTED GLASS- 3/16' TEMPERED TESTED GLASS- 3/16' TEMPERED TESTED GLASS- 1/4' TEMPERED 8* PR ODUC CONTROL DIVISION ANCHOR SPACING AND RMS>�DMBd�1T ANCHOR SPACING AND EMBEDMENT SUI LO:NC OOE Cum mim C E a CE DOUBLE ROW AT 13" MAX. FROM CORNER ACCEF'TaxCE NO. �� 0 03.0 AND 17 * MAX. AT HEAD, JAMB AND SILL DOUBLE ROW AT 6" MAX. FROM CORNERS AND 2Q" O.C. MAX. AT HEAD �N� AND SILL AND 17" O.C. MAX. AT JAMBS. umn 1 1/4 MIN. EMBEDMENT INTO �+ P90ftt'Cr PVXE MASONRY AND 1 1/2" MIN. INTO WOOD 1 1/4 n MIN. EMBEDMENT INTO MASONRY AND 1 1/2 MIN. INTO W000. ="ai.iyt wit?�owFktidw Oetu 4-6-99 JSaidiog Code swi N.T.S. A�ccaa�ae Z- Q� tszplra:bon I#2sta � � Rnvtd�ea Wr6staa ORAYIIIN Nib. SGQS$ -0 1 b . ze ma L2'OF EET nvxcm t 8 11MDA PE i 3 8" MAX. SHIM 3/8" MAX. SHIM Sunshine Windows . • � 1 • . Ilbnufactll�ing, Inc. I . 9 1740 w. sera Ptaa 18 SEE COMPARATNE ANAJ_ _Y�f5 IN h: 301s�}_s�_e_4 —Ib2 CHAIRT FOR ANCHOR NO Fax: sfe3 3118 AND EMBEDMENT (TYPICAL) 7 dMr ' C call / 20 Nk • er;•.::; r 1 Tr GLASS 8I7E (7YfNCAI. { . ! t •�C�i DOOR WIDTH (XX) 2 PANELS --2 TRACKS APPROVED AS COMPLYING WITH THE 1 BY OR 2 BY WOOD BUCK NOT BY SUNSHINE WINDOWS SO FLORIDA BUILDING CODE � MUST SUSTAIN IM LOADS BY GLAZING SYSTEM DA 8Y P.401; i ' COI ROL DIV :S:OPI DOiLOt1 CODE COMPLIANCE OFFICE %CCEPTANCE NO. 040�.Qp' 3/8" MAX. SHIM 3/8" MAX. SHIM 22 � 17 9 11 18 SEE COMPARATIVE ANALYSIS y ma I CHART FOR ANCHOR SPACING Ter AND EMBEDMENT ('TYPICAL) a bb "WOUCT RENEWED 11% N. BW&gCode PMT . /°'" a rodac! o tir J N / 2a cow 4 :Y s• �a; 1j2: GLASS BITE (TYPICAL ) a w A .:'•i A ItavlNan• DOOR WIDTH ob ORAMgNG NC. (XO) OR (OX) REVERSE 2 PANELS --2 TRACKS SGD98 --01 HORMQN AL SECnONS nwwasw mo a 3HOFr 8 ommm F1.� m PE III= i MAX, SHIM j a " 22 20 a x 1" S.M.S. a x 1 S.M.S. ant1$In indm 11 s 1� t4 is I s 1745 W. 33rd Pk= rtlalde 3a01Z, A• to �� -' (D oll 1 1" X 3 4" X 1/8' ALUMINUM RETAINER ANGLE ,i 21 . 11 4 1 2'�LONG AT�MIDSPAN OF PCH PANEL FASTENED �` I AN , , c +,:•: ? 1 2 GLASS I3RE (TYPICAL.) WtfH 4 8 X 1 S.M.S. AT SH.L. ONLY (TYPICAL) p 1 1/2' X 2 1 /2 , X 1 1/2' X 1 ja' ALUMINUM ANGLE AT HEAD AND SILL N @ @ Ins DOOR VVIDTH (OXO) 3 PANELS -2 TRACKS SEE C OMPARATWE ANALYSIS K118 2 BY WOOL? B�=%�S UNSHINE WINDOWS DA1V EMBED NC R�t�NG ST SUSTAIN IMPOSED ZING avemM a x t" S.M.S. a x 1 S.M.S. 3/8 MAX. SHIM tt 9 17 14 i3 • . 7 y � e 1a %A �� ` •' 1" X 3f4 X 1/8' ALUMINUM RETAINER ANGLE — "— ea 21 4 1/2 LONG AT IQSPAN OF EACH PANEL FASTEN® 1 ` ) W 2 GLASS SITE (TYPICAL rH 1 a x 1 " M S.M.S. AT SILL. ONLY (1YpfG4l) • �• ' •• ., . • i. 3 � t 1/2" X 2 1/2' X 1 1j2" X 118" ALUMINUM ANGLE AT HEAD AND SILL JN @ @ oot� 4 -8— DOOR WIDTH �' Rwrto 28 - 00 (OXXO) 4 PANELS -2 TRACKS Al"WED AS COMPLYING WITH THE QM1�►DUGT ABPtEtYEb SOUTH FLORIDA BUILOIN COIX S a�o�w8a t>� OAT N71UIlWYC I!IQ. BY SG ©98 --01 F?0- ' to DIY.S.ON r a ,e „�D ct HQRMONTAL SECnONS �C� UCC O. � C SHEET • " 04� Q noRm PC �$ 4OF8 3/8" MAX. SHIM 3/8" MAX. SHIM Sunshine WiT>d0ws 9 11 manafac", Inc. f 7 »45 W. 33rd Fhw 18 PRODUCT RENEWED 33012 • u co:npl)iug with Ow i%M& Far: 300 •-b11 • Buming code 1 t Amptauce No Elpfrutias Date r m ; I iDade uca caurw A 1/2' GLASS BTTE "I on e , A a m► �i�, �' r 20 fit e _ 4 p Ell ..:;.:.•: 1" X P X 1/8 ALUMINUM RETAINER ANGLE '; ..:: i •,::: • • 4 1/2 LONG At MIDSPAN OF EACH PANEL FASTENED WITH 4 8 X 1' S.M.S. AT SILL ONLY {TYPICAL) © DOOR WIDTH o o a (XXX) 3 PANELS -3 'TRACKS COMPARATT;tE ANALYSIS Q 1 BY OR 2 BY WOOD BUCK NOT IN SUNSHINE WINDOWS SEE SEE C FOR ANCHOR SPACING QQQ MUST SUSTAIN IMPOSED LOAN BY GLAZING SYSTEM AND rumoMENT (TYPICAL) 3/8" MAX. SHIM e x t" S. M.S. s x 1' s.M.s. 3/8" MAX. SHIM 8 x2 1 1/Y X 2 1/2' X 1 1/2' X 1/8' ALUMINUM ANGLE AT HEAD MO SILL g 8 tt W 17 16 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 81,1101 NO CODE . � OATc / 8 F €lul c Cu" ROL q CIV'S!GY •\. d 1 /2' GLASS BITE (TYPI ti r lu "0 0 CODE 00:,7LIANCE OFFIC ' � 4f,CEPI;.t:CE PIG. 40 S• ® ode' - A 11 '� Rai -• -� 1' X 3f 4' X 1/8" ALUMINUM RETAINER ANGLE :�• ;w { • • 4 '? % ; 4 1/7 LONG AT MIDSPAN OF EACH PANEL FASTENED WITH 4 # B X 1 S.M.S. AT SILL ONLY (TYPICAL) pp N0. Q ti.! / U@ SGD98 -0 1 DOOR WIDTH (XOO) OR (80X) REVERSE 3 PANELS -3 TRACKS n Ld-Q� SHEET HORMO TAL SECTIONS , PE 51393 5 of 8 f , SIIn8hIC18 Wh manufacturing, SIC. 1746 W. 33rd tie. 1 BY OR 2 BY WOOD BUCK NOT BY SUNSHINE WINDOWS SEE COMPARATIVE ANALYSIS es=a - to MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM CHART FOR ANCHOR SPACING i AND EMBEDMENT (TYFHCA J 3/8" MAX. SHIM a X i" S.M.S. 3/8" MAX. SHIM'ao 8 1 1/2' X 2 1/2' X 1 1 /2'.X 1 /8" ALUMINUM ANGLE AT HEAD AND SILL 'Cle !a 11 s ±gg 17 18 11 v� _- "Jim e A ' 1/2` GLASS BRE c"ICAlQ 10 / 2O 11 e • p • d • 11 1' X 3/4` X IN ALUMINUM RETAINER ANGLE • 4 112 LONG A MIDSPAN OF EACH PANEL FASCENED . A • • WITH 4 # 8 X 1' S.M.S. AT SILL ONLY CtYPICA 3 000R WIDTH Doi (XXO) OR (OXX) REVERS 3 PANELS -3 TRACKS MDLX"rRF,-4VWPD as amglymg with the Ftosrtdn I t Wlna Co Sstrkntson t: ° erL. J.N D" -4-6=99 t c ost t3ielu * =l • APPPOIED AS COMPLYING WITH THE � ftymm — — SOUTH FLORIDA BUILDING CODE . aAT� �" CIL� ot�NG wo. PRO.,UCT (oar olv=.s "Ott SGD98--01 3E rCRJ- FLW -iCE OFFICE o •Of SHEET HOMO N AL SECTIONS „ � F 6 OF s APPROYEO AS COMPLYING WITH Tiff 9il'il�IJflB vrmdm 1 BY OR 2 BY WOOD BUCK NOT BY SUNSHINE WINOOIVS SOUTH FL O I3UlIOING CODE INN im MUST SUSTAIN IMPOSED. LOADS BY SING SYSTEM O ,K a /,ad By - 1746 . �d 311�OtZ F F M SEE COMPARATNE ANALYSIS PROOUC _ ROL DIVISION AND EM BEDMEN T FOR A14CHOR SP BIJIi,Dit;& CCDt COIt;Pi.lk a DMCE 4CCEPT,iKE N O - L94 '*74y.�.0 �' to L5 PIS •- w 'o`er 24 4 00 a0 1!3 M M M = z = ce I (D i s � in 13 113 J J a J in ! .. 18 3 1 5�8_ NOTCH AT EEACH END OF , SCREEN TRACK {TYPICAL) i cow.. 4" �� 6 � � �, � r r fox 1" S.M.S. 4/ ANGLE HOLE 41 AT N: CH END��EACH 1" X V4" X i JS" ALUM. RETAINER AKU — PANEL TRACK CAL SEE C OMPARATNE ANALYSIS 4 1/2 LONG v MIDSPAN OF EACH PANEL. � OW FOR AND NC1 } as SPACI AT SILL ONLY plyf RENEWED eompil'� wtlt tl4eltToeMs �NQ Ht7, BW&g Code Aecqptwo -o .0 SGD98• -01 5HEET VERTICAL SECnONS ,,, 61363 7 o f 8 i 0.917 � 2.374- 1.375 2.500 �• --•-�- `� ---- -� ``"""�" 2.010 2.000 2.840 n e 3 19 T 1.062 1.062 1.151 1. 94 L; 0.917 �--- 1.1375 w LOCK STILE FIXED STILE HD INTERLOCK BOTTOM RAIL TOP RAIL HO FEMALE ASTRAGAL SW -006 SW -007 SW -41674 SW -004 SW -005 SW-3781 � 6063 —T5 6063 —T5 6063 —T6 6063 —T5 6063 —T5 6063 —T5 1 J fi � 0.625 1.686 Vl��w 0.625 2.610 3.835 5.327 � 0.750 0.750 5.413 0.937 Jj; 3.925 F I [ --11 STIFFENER FOR FEMALE ASTRAGAL, SW -3782 �+ 6063 —T5 2T HEAD 3T HEAD 3T JAMB 2T JAMB SW --002 SW -066 SW -067 SW -001 6063 —T5 6063 —T5 6063 —T5 6063 —T5 2.000 APPROVED AS CDMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF lr. o AAp- BY P&b'3UCT c041a0 m ris:ox 4.312 0 N On rl�..' PLIAi10E OFFICE 3.000 aCC�rTU.CE H0, DO— Q4o.3.0 3.000 SSW 2T SILL OO15 c 4 -13- 2.000 6063 —T5 s�In 1 2 "� 1 • — s'I+WIDUcr 5.803 5.803 4.312 g Cede -- 3T HI —RISE SILL 3T SILL 2T HI —RISE SILL A SGD98- -01 SW -0658 SW -065A SSW -0002 E+y W 6063 —T5 it'd , r�Iml �' 2 �'"� SHEET 6063 —T6 6063 —T6 °i'i sTxw 13 OF 8 4 M .IA RA A ®Atltr ft 8I1tLt?ING ButLdiNC Ct)1DE COi4tI'Li,INt FRDptlCTC ® CE O iCi~ IecC ®) itlr.® 8� -bADiE COUAt �Y. FLOR �l 671T p-DADE FLAGLEit NICE DIVISION ~ I4Et WEST FLAGLER STREET, SUrrE 1"3. NOTICE OF ACCEPTANCE- QUA MIAMI, F 0 33I3U- t305} 375 -3�t}t : .teat -�Ven, Iae. - ,31.72§ highway 97 North. Ch"oquin, Ott 97G24 SC(irc: This NOA is being; "rsstacd:undc- the 'SlipliCabtc.rules and re latto s ov The documentation sti rttiited has beat reviciv i y Miarru -llade n$ a p ' Vie ' use .of constructtan materials. the Board vales and Appeals (DORA) to be used in Miami Dade P and other areas and accepted the Authority Having Juriiction.{AI [.) eas where allowed by This NOA shall not �silid a te stated fter. the cxiition da Moro.: Division {in Miami tide Cogan TW miinii -D de.coun have this, e f3') andtor the .A HJ gin areas othr' Chart Miami Dade Cotrrit ty Product Control Product..Or material tested for qualit}►:assura�nt:e y) reserve the -6ght to the ace vied rnaane if- the manrrt cttrr r revo .will :incur thtr -: ei s. If this pr ue:t Pr material fails to fCe }' i fy, � -su s the. 1R of ; sash . t , tin art .. the Perform in .use ofsuch g�roduct or material wit their iini °t risdfictioi may imiriediately to.revsKe this acecptattcc, if it is determined byrMiami -Dade bounty hrodu # Coaatrol. Llivisio ' ' material - fails to �` reserves #. right meet the requirements of the applicable building; code. n that this Product* or This product is appeovcd as described_hcra:irl and_has be Tonc d f:the Flori& Building Code: '_ _- _. ig? +d io want the ht' ' may. , 4h .yelocity Htnric . .SCRIPTION: Sertcs .Ield -Were St eel W/E.Otttx`vi A PPttOVAt, D ng Opaque. Ir4saiated. Sleet Decors Wood. OC(11�IENT: Drawing-No. .Na, t titled "Outswin Frame: ". streets 1. ihraugh ti of G,. prepared by It, W. Consulting; nc, da a /25 �y teal 13otthic door an 1 0/1 4/02, bearing the: Miami -Dade County Product Cantro! Revision stamp with mi -Dad the No n date by the Ma County Proeitart Control Division. >, with revision Ago: !dated and expi Notice of Acceptance - number ISStLE f 41"ACT RATING: Larger anct Sneall i`ii ire Impact_; LABELING: r=ch unit shall bear a. following; statement: NM - r neat label with the manufacturer's na me , o r logo, rni- iadc:County Prgduc t.Corttrol -A raved "; unless athcrcarise hated ..herein. REYENYAI, of this NOA shall be considered after a renewal a pplication has bce'rt fi change in the applicable building code heiatiicly aflectin / and there has been no TERMINATION of this NOA wilt occur aRcr the expi t an d rforrrianee of this Product. mate rials , use, and/or manufacture of the rod product or.process. Misuse of this AICiA as an da te or if there has born a revision or change° i prc n tproduct. for ales, advertising or any other u endorsement of arty c�c o of this NOq shall b . cause .foe termination and re:moval:of N ®A p ji; tc . shall a with anY s utatnatically terminate this NOA: Failure to comply � he NOiP4 } tluiriht r pre cs tt4d by ttl'c eVOri ` the exiretii5n'datc m am�i)a�lc- C`ourlt ':. y. be.disptaycd iri acivcMi rris;;liter<ature:. t #'an y� Fltirida, ate f1610 vcd by be ct6nz itt -its cotircty. Y l rt nn c�t'.ilii s.ciispiayrd t t ,it. sh, CO PY `cit`this cntire NC)rl sftal} bctxitv'tlil #o the user l }�t`thc tn3 ritaiae t�tr . and s#ta#t`#ae availatstc al at tfii�.1cib :gst at`tiir.rrgttc:st tat the f3uit OA. and reoews l Ur#:t#• e'r.ortts.distribietiar 17tis Nrevises s dtttb Of#ieii: rxtentiotieo abiivc: tints.at this.p�t i ? as iti ii as approval cuiner4t`: !'hc sirtirnitteci dcicuMcntatiori wa s t w y NO N4 {iir�tib Wte: r�cemlier 02, 2407 5 . Approv Rate: Decentber I9. 20m. C. Psge:! iIAM MIAM1 DADE COUNTY, FLORIDA a ML! IRO -DAIS FLAOLMt BUILDING BUILDING CODE COMPLLANICE OFFICE (BCCO) 149 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL. DIVISION MIAMI, FLORIDA 33130 -IS63 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Sanshine Whrdows Manafaetor3ng, Inc. 1743 W W Place Hialeah, FL 33012 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 Division and accepted by the Board of Rules and Appeals (BORA) to be wed in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after thu expiration date slated below. The Miami -Dade County Product Control Division (In Miamm 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 assuraimce Purposes. N this product or material fails to perform in the accepted mamw, the manufacturer will in= 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 awoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fads to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Cade. LIESCRI MON: Series 1600 Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. SGD98 -01, titled "Series 1600 Aluminum Sliding Door ", sheets 1 through 8 of 8, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3125100, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the man ufactu r&s name or logo, city, state 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 perforinance 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, andiar manuhature of the product or procem. Misuse of this NOA as an cadorseinant 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 terminat km 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 distrrtN#m and shall be available for inspection at the job site at the request of the Building Official. This NOA reams NOA # 00- 0403.18 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by NOA No 024BOA7 4 Expiration Date: May 20, 2007 Approval Date April 04, 2002 Page I 3� JELD STE L OUTSVOiG OPAQUE .DOUSL£ DOOR aA MAX Ff t6mE WIT)TN ? t•, WOOA EDGE tNSUTAT£D STEEL WOR WITH WOOD FRN FDA. MAX. FRAME WIDTH 7 4 - 1/2" im Py � M CENERAL NOTES A ; l? t. Ttt15 l ugT m2w TO MEET THE SCUTPt . . �u COUNfYGGOE 994 EWTION FOR � 2 • �OOp BuCids BY 4Tt�ftS, tttigT 9E ,D j F - "RR.Y 40 ME T>3AIdSFER t BwtAS Ta f ff hS . sPACeg as .��, aEtA9.4• OamR t f itt fi0 MATEttb L SHAU BE Motto � \ w �1 Wlkt L tMO OR +T+>£GO. C U`ACT RESi.STAW SHWITM MOT K WOM FOR Of FRME5r � TnBtE .TW$ SHEE � � `. VCR 6•G' FRk4SES: S{:E TA91.ETttfS.$4{Eg7 O - - /! 1. �• a 8. kwnSE SipsiRi G ktCHES t4a.ESS . . d QIl75WING IN SULATM STEEL DOOR (1ammOn t Ott fro mt sonditi0ns) Gaheantx t tot�ei A- camr wcW RuOMY .. 1g� /� t V t - w moth i 626 Ya1d ,nits, fy(mk•) °a4,sam � (� � � -�- Q rr HEIGHT { iJ ` tT 5c2.S.. E■paaaea @ahrotY?eas milli i. to 1.25 6 '""" ¢� H E I G f� � i 1 . > f - 8teb1 face to eXporwed tNdYb YMM , (EPS), With a*oco rte and• t am naked y Inbd t. s► a made mzr< bioC# C O LO N iA 6 PA C� O R �eh+t4reemm�t VIE QM �X 3 ERI()R _ (SHOWN FOR Ct aRI Y OF WE:W) t7 A T ABLE OF eoNTEW% e 1 !! ! SHECT DESCRIPTION CtSN5vITiNG i N t RJR AM3TES .9T VOL µ (ANCHaR T N (eT�) ss4— 839 E q C>ES.IS"." p S t.,IRE R maE: fQQ 4 U aRIZaMIAt s Rass gmg!tss S p(�tt8!> I R V R RQS tc L QF ERIAt. m aG4T£A ie taaswN re>£aE mraEa ad tantWN M a - Al a¢at,drEe T is ►mama gwidwMENT t". Nib "MA 9 �, h the ate. 9r: U l POSMVE -r 48.0 psf •r <8.q pof � •M• !p Oita 4 RW N£GATME -= 5 opt it.0 p9t "I btm2 F>nAtd°f68oCi t ocssz.t } ��l 6 » MA)Ct1�1X �a. » MAitMA3c in I 14' TYP, 7 Rti"/ } } } } La� � . I IR' TO. 7 OR 9 14' T YP. P h z ? 0.a 14' TYP. 14' TYP... } } •} ,.A' 12 »- • 1 2=y t2." «- 12° „�.. o amore rporca �pnov`te MAX. �WfliX 6 » tl 'LMi>XI AJAX. ' _ . . 1t } 2 ff ANCHOR LOCATIONS 8. vi -WED+. FROM •. E�CTERIC}R CONS (SHOWN FOR CLARITY OF ViEV) {e13} 1184—:%1l 6 6 rAW:4 /25/00 ' ' 1 m,r I aq r uy fpinR,v&N gttr stw t: N:T -S. FIw' ou iag voc. ar, TJH • - II6lC NOAS ttPC. er: RW i .. f I r A 2 5 . I r TYP i R 0 0 in i i 4 �n 97• TYP. pE � i Ua 17.. TYP. QR 20, j k'� '... Y7 FYP. { 10 8 17• TYP. 9 i6• . !'"� ryp »� 's�pos6ca e ~•r 8" 1 R!qx X.. i 2 � .,,� —.i 2 VIEW FROM . EXTERIO H ,�It C 7R LQ HCn�m FOR 'CLARI Y OF VIEVI7 -- _..._�.- .- _..._. ..___._. AT I C� Iii S (s CONSULTING .. (Bt�),684..3kS31 6 . OAM 9 /25/Ao aaP�tn @SAM {wmr sews: N.T.S. tlaat,twtd& ar :TJN NtlA11 dot. 8Y; ' tlr OC992 t smw 3 of 6 I 0. A. MAX. FRAME WIDTH 4.5 p i • . 1.15" MIN. EMB. INTERIOR 3 � -19 81 27 14 13' 33 Wes o " 396 tr ° 2 11 - O� t — 31d" 22 20. 4 0 � r' 40 P 8 z 9� e0 a4 � A ii E 20 32 133 20 20. 15I a z EXTE RIOR 32 I TYP. INSTALLATION (TYP. INSTA3 LATION IN Q ,. ., RU 2X W BUCK : 2x Woad BUCK) 36.0 MAX. W10TH ~~ 36,75 MAX'. WID H tao rAASONR W/ASTRAG ACTIVE PANEL ACTIVE PANEL .WJ O ASTRAGAl- 1 bTA,L: CROSS SE( TION � a5u41 ;> QRIZDN 0 NOTE: 15 �� ta13} 684-;3 out:9 /90 1. F4'8 AND 6'0' ASTRAGAL. #9.. ; 1 PFH WS MAX, 1 ON.. CENTER Am"%- tdeseamN* be' wxS- N.T.S. lTo C. twcc 6v: TJN ' flute nmo t5ac en RW 1lHanvl m:Nn owaa+eu �. ts. 4C9921 ss�er 4 b i 4 7 - n 3U • ° 1 EM 4 SCf;hPi m 31 2 Hi 1prytb t -1 x 4- t 2 an►b �- ii m n . 1 min. Eat�tiJ. 1 -i x 4- Z Jq - < G 33 x s. 12 / X 1 `PIF O'er fiin a . ty r t xt $ M x --apd screw u'S 1 x wood screw n 9. 17.___„t,g� on t a i 4 rota san flT�U c IL T N NOA 96-122 t8 ON NOA 9 - 1.l$ E Tr N A. 1 er. Id . 1 d 4 x� tvturtt.. J t., O o s xtn her3tr 'se e1 g —_ on F w I�t I f R ': 7C xtru trtrnl o 01 r a 4 w scr R 4 Co • %a f r oci heet• thk.trlin lv,stee;. A-- - 4' S +• �' p' R l ova. 18 ' co. co N A LBx x 'y Y v t•1 c=s 1 t. 7' m oad i P1e t 1fi.,>7q�n'S� mo m c L _.,, 2.7_ _ 3r 4_ 5 Astra I Thr w il fee .3 7 ia �"' irs eter y .25 i.. a L7 . A '. N/A 25 N A 26 Astr al ReinAorce t Plate - located and bottom f W troq 1.12 wide x. V80" long X Okk sleet 0. . At a hed with -- . 1 7 PFH Wood Screw 27 wik et titpr series Q B y _ -1 fxftl' WS -_ .. a of N'p Q t[ of ¢ x �� buc --... «.�....,_.. —. ....._ q CI lrj d xpan otY r e n e � 10 1ts. n'sit ' 4YLIfiE titFG.' Bt J E - - MIEN , i 13 12 3 ' 1 4 - m - shims pace ' 34 o d for rein orc. ent . -1.67 x 75 x t 1.875 / - CONSULTING / (813) 884 -383 WOOD MASONRY � ` tlt- 9/25 /44 SUBSTFiATE (TYPICAL) #8 PF14 WS IN 1 1100D IOOQ SUBSTRATE (MIN. 1.15" EMS.) hPI ftC=fA3i4 wuethe wAt N.T.S. OR ne o ar: TJi TAPCON TYPE ANCHOR FOR .MASONR`! SUBSTRATE (MIN. 1.25" 'EM8 -) P cam. er. R I oan: ray.: nr 4C9g2.1 swr S m 8 i h i7f ! : II g nax mnraES x1nt" 3*.a• . C7 2• �y h Co co 0 ..M .0 W 0 , in o fl 93U Ia t1 p� t U a ], ®w NOTE: ?OELS {FLttSPP qnd E:MEiOSSEp) DCK)R tATrt{ _OCATEG AT 35:0" FROM . lJF. PANEL. 2. 5'i� OC R E TfOM PEAD80LT LOCATEC AT dl 5° . 8'0 FRO+A BOTTOM OF PANED: i?G!OR LATCH I.00ATEC AT 36.0" FROM 80TTOM OF z A.'G DCOR OEA08OLT LOCATEb PANEL. AT QB,p" "kom RaTTOM bf PgNcL fO.NSULTING • • - oac s �Slaa _ .. A ll rGta � »ropl�iogxUh scar: N.T.S. P oxt. sr, iJH or [3t`9921 M I A M I DARE MIAMI -DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 miAba, 75 -2901 FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2968 NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries Corporation 7840 N.W. 62 Street Miami, 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 by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series 11 238 11 Aluminum Designer Fixed Window APPROVAL DOCUMENT: Drawing No. W01-83, titled "Series -238 Aluminum Designer Fixed Window ", sheets 1 through 7, prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/27101, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews and revises NOA # 01- 0112.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02.0122.OS a Expiration Date: March 6, 2007 - Approval Date: February 21, 2002 Page 1 0 0 FOR GLASS TYPES REFER TO SHEETS 3. 4 * 5. INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMW THE REQUIRED OEM PRESSURES FOR A OWEN WINMOW. STEPS Dom CAPACITY OF WMDOW /CLASS TYPE FROM AFPRDPWXE CHARM A) SHEETS 3 * 4 FOR W ACT RE567ANT. B SHEET 5 FOR NON —WFACT RIWSMNT. ,STEP, SELECT INSTALLATION (ANCHOR) TYPE FROM DEIARS ON MEET B A1� aaRr oN SKMr 7. THE YALIIES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSIREIL FOR ;! .i NOS: L THIS STRUCTURE IS DEMONED AS PER THE SOUTH FLOMM BUI DMO CODE 1894 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE T USMO CORRESPONDING LOADS. 2 WOOD BUCKS BY OTHERS. MUST K ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3 ANCHORS SHALL BE AS LLS M SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MOVE.RIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IJTRM AS cmvm WIN THE STiUC'.URES F SOUTH Ft �� t FIX PE } 19W pA 21 $Y 1311iiR01. ACCEpTANC.E RO. Ai 0- 0 d ml z g w � m c m O Z NM� 1 a drawing no. wai —s3 EXTERIOR ALL FRAME AND VERr CORNERS TO BE SEALED WrIH GE WRUF 09 MN. \ 5 WMDOW LENGTH L----- - ----j W WINDOW WFOM VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN A RECTANGULAR OR SQUARE SHAPE AND USNG THOSE DIMENSIONS TO CONSULT CHARTS ON SHEERS 3, 4 & S FOR GLASS (IMPACT AND NON- pIPA�T) AND SHEET 7 FOR ANCHORS AS O SAMPLE ABO FRAME �� VENT (INS L GLASS) P l WvNml0wWWfitMm .750 WU9m LEN= FULL L rmn E WE OIRCt.E GLAZING STOP APPROVED AS OOLYM VATR THE 4A& tGUN PA SODIB � R& of few st Ammi lmak DNLRIO9 BIOUHNB om O � ACI:EDTATp3: Na e�- at�}l1.OE" JAN 15 20M ;I h 9 W M • a g $ m � M 00 M arcwu�g no. W01 -83 MITERED COPED 90' CORNERS ONLY Nil COPED 9W CORNERS ONLY FRAME CORN PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF A ANT AINDOA3 PERFORMANCE VALUER OF ART RESMANT WINDOWS NO SHORERS REQLWIED v� REFER To SHEETS 6 AID 7 FOR INSTALLATION WAILS REFER TO SHEETS 6 AND 7 FOR 1NSTALIARCH DETAILS REFER TO SHEETS 6 AND 7 FOR INSTAUATION DEEMS _ VINDOR DOA& I Ct 1$4 TM YC CLASS TYPE 'Y CLASS TYPE '8' *on" Dls(8. OWE TM 'E' MASS TYPE '3' CLASS TYPE '8' I== DLtB. I GLA88 TYPB '2' OLM TYPE '9' CLASS TYPE '8' WPM LENGTH JEXL ( +) 1M. () fXr ( +) 1M. ( -) EXT. ( +) I In ( -) Wf0O1 t. mm orr. ( +) 1N1: ( -) Exr. ( +) wr. ( -) Ext. t +) I TNT. (-) YROTH LENOIH E%T. (+) fNr (-) E1R. ( +) 1M. ( -) LXT. ( +) 1Nr. ( -) 24• 1%0 145.5 110.0 157.5 110.0 195A 24• 91.3 91.3 110.0 120.0 110.0 120.0 19 -1/5' 110.0 157.5 110.0 1575 110.0 210.0 C 30' 104.3 104.3 110.0 144.0 110.0 158.8 30• 51.7 51.7 904 90.0 90.0 90.0 26 -1/2' 110.0 157.5 110.0 157A 110.0 16(X7 36' 62.5 625 110.0 12110 110.0 1305 38' 35.5 3515 82.7 827 9110 90.0 37' 110.0 123.0 110.0 157.3 1104 t eo .7 42" 36' 87.7 67.7 110.0 120.0 110A 120.0 42' 78' 34.8 345 84.0 64.8 90.0 902 53 -1/8 86.4 86,4 limo 120.0 110A 120.0 A l 4e• SB.s say 110.0 120.0 110.0 120.0 B0.• ^ - - - 70.0 70.0 19 -1/5- 110.0 1574 110.0 157.0 110.0 210.0 S♦' 520 620 110.0 118.1 IIOA 120.0 Bt• - - - - 50.0 50.0 26 -112' 31W t1o.0 114.2 1 110.0 157.5 110.0 1 177.3 y !D' 48.6 44L6 IO27 102.7 110.0 120A 24' 85.8 NA 110.0 120.0 110A 120.0 37' 73.5 73A 110.0 1189 110.0 120.0 V 24' 110.0 127.2 110.0 157.5 110.0 193.6 30' 493 49.3 902 900 MA 9" 53 -1/8" 499 499 106.0 IOSA 10&1 12I.0 30 B5.7 86.7 110.0 144.0 110.0 158.6 38' 84 33.4 33.4 81.0 81.0 90.0 90.0 19 -1/8' 110.0 1575 110.0 167.5 110.0 210.0 SS < gil 35' 67.1 87.7 110.0 1200 110.0 120.0 57• - - - - 70.0 70.0 25 -1/2' 5 �, B&I 8&/ 110.0 120.0 110.0 120.0 42" 42' 88.7 8 &7 1029 1029 9&9 111.0 75' - - - 50A 50.0 37' 64.2 84.2 110.0 118.8 110.0 120.0 48 80.8 80.6 1029 1029 969 111.9 24 78.1 78.1 110.0 120.0 11MO 120.0 83 - 1 /B' 47.3 47.3 15.1 7&1 85.3 88.3 54" 541 64.3 928 928 980 1119 30 48A 489 Goa WA 9110 90.0 19 - 1/8' 110.0 1573 110.0 1575 110.0 204.6 60' 4&t 48.1 81.7 81.7 90.0 94.0 38' 98' 31.7 319 789 76.8 COO 902 26 749 749 110.0 120.0 110.0 120.0 2L 110.0 111.2 T16Q f07.S IMO 164.4 51 - - - 70.0 70.0 37' or 742 429 93.1 53.1 110.0 120.0 30• 743 745 110.0 120.0 110.0. 12110 88' - - - - 502 50.0 53 -118' 39.4 39.4 583 58.3 81.3 81.3 38' 584 563 110.0 120.0 110A 120.0 24' $9.0 59.0 90.0 9110 WA 90.0 19^1/8' 110.0 120.0 110.0 120.0 110.0 120.0 z O 42' w 80.6 Bab 1029 102 9 9&9 111.9 �' 44.9 449 90.0 902 1S 0 900 26 -1/2' 89.7 69 7 1100 120.0 1100 120.0 E 1 74-1/4• 46' 64.2 34.2 90,0 90.0 842 979 36• 1o8' - - - 70.0 70.0 37• 35.9 3" 829 829 902 90.0 � to 54' 489 409 78B 7 &8 40.0 90.0 45 - - - - 70.0 70.0 53 -i/8" 70.0 702 y 80• 44.1 44.1 69.6 69.6 Sao 90.0 fro" - - - - eoo mo 1/6 ANN. GLASS 3116 ANN. BUSS 0. 24" 1632 103.8 110.0 1543 110.0 177A 24' 45.6 45.6 90A 902 902 90.0 .090 WTERLAYER .090 INTEIVAYER 30• 682 BBA f 10.0 120.4 110.0 120.0 39' 120 - - - - 70.0 Tao SAFL PHB SAFm pvS 36' 522 520 110.0 /10.1 110.0 120.0 511 - - - 5" WA 1/8' ANTI CLASS 3116' ANN. CLASS W 0. CV n 42' S4' 543 543 926 928 98.9 1119 38' 13Y _ - - _ oo 46' 489 48.9 786 78.6 902 902 48' - - - - 30.0 5110 SILICONE i i SILICONE N 13 $ 54• 44.9 449 88.4 B&4 60.0 1 802 33• 144' - - - - 7GA Of 40.7 407 60.4 80.4 80.0 802 45' - - - 50.0 24" 1009 100.8 110.0 120.0 110.0 120.0 30" 1 - - - - 70.0 7MO n 30" 599 we 110.0 120.0 110.0 121.0 39' - - 50.0 502 38' 0.&8 46.6 1021 1027 110.0 1200 - 5/18" NOMINAL 7/18" NOMINAL 42' 6o 4&1 4&1 81.7 81.7 902 902 - - GLASS 'TYPE '2' GLASS TYPE '3' 48' 44.1 44.1 89.8 09.6 90A 90.0 wam. 3/18' HEAT STREN'D CLASS 54 40.7 40.7 80.4 604 80.0 JDA 290 OtTERLAYER w - - - - 702 70.0 SAFLEX PYS 24" 932 9&0 110.0 120.0 110.0 120.0 WINM LEND 14 3118" HEAT SOtF14'0 GLASS 30' 579 579 110.0 12110 IIOA 12D.0 / 38" 41.4 41.4 90.0 900 90.0 Sao 1- I SILICONE 4Y 68' 433 433 74.4 74.4 90.0 SCA - / / 46' 40.3 40.3 824 824 91.0 $0.0 S4• 70.0 70A p• - - - 70.0 70.0 o 24' CIA 91.9 .110.0 120.0 110.0 120.0 Me NOMINAL 30' US US 1110.0 12110 110A 120.0 GLASS TYPE 'e' 38" X4 30.4 89.2 69.2 902 CO. WIDTH AND LENtiTtl D9dFJ4510NS CAN BE ORIEMED MPRM AS WRY= WRR I M HuWYO F AM 42' 39.2 39.2 GOA 68.2 902 90.0 VERTICALLY OR HaPoZONGLLY AS SHOWN SS1Lf1 �� 0� .NRES � 48" 72 355 385 58.8 689 90.0 90.0 I RA, PE If _16557 1 70.0 70.0 88.6 �� CONI�1.ONISIWI BSA 855 B61U6Mf mm cmrum am droWing no. Br - - - 5110 5o.0 ACCOM La ?1 - e t 1 �L -°s JAN 15 2002 W01 -83 sheet 3 o T :i EMRMANCE VALUES OF DWACf RESISTANT WITIDOWS PERFORMANCE VALUES OF IMPACT RESWANT WOMM Q NO SHMERS REMM No 6HOTTER9 Mum REFER TO SHMM 6 AND 7 FOR WTALLATION OEFALS REFER TO S11EEi9 6 AND 7 FOR 9NSTALLAMON DEFABS WINDOW Dnel. MASS TYPE '2A' I CLASS TYPE '3A' W96OW MM 1DA88 TYPE '2A' CLAW TYPE '9A' WIDTH LENOIH E]1f. ( +) 1NT. ( -) EXL ( +) 1Nf. ( -) WIDTH Lemm !M ( +) INT. () EX. (+) In 24' 110.0 137.0 110.0 198.8 24' 9 &8 98.6 110.0 120.0 1/8" TEMP. CLASS 30' lima 112.8 110.0 13 &5 M" P „ 33.8 35.8 0A 90.0 9 1/8' AM CLASS 38' 89.0 89.0 110.0 130.3 38 38.3 36.3 90.0 Sao 42' 38' 73.1 73.1 1100 120.0 42 37.9 379 Sao 9m0 S 48' 83.1 all 110.0 1200 24' 0-4 92.4 110.0 120.0 � 1 /e ANN. CLASS � 4 w 64' 38.1 94.1 11 120.0 30" 84 33.2 33.2 90.0 80.0 � 0.E 38110 v e0 803 803 110.0 120.0 36 mo 3&O 90.0 eo o suicam I. 24' 11 137.3 110.0 193.8 24 84.3 863 1 M 12xO < M. 93.6 9316 1100 136A 30' 96' 80.8 Sa Sao 90.0 38" 73.1 73.1 110.0 12MO M. 34.2 34.2 90.0 90.0 42' 42• 74.8 74.8 9 &9 111.9 24' la , 617 83.7 90.0 900 3/4 INSULATED 4 N 98.9 .9 48.5 8S 90.0 9m0 .- 48' 0 B8A 111 710 84' ml 39.1 989 111.9 24' 12(' 49.2 49.2 90A 90.0 , GLASS TYPE '2A' so' 52.8 32.3 90.0 90.0 19 - 118• 1100 170.0 110.0 210.0 p # 24' - 1tua - - 120.0 -- - 1100 184.4 2e -1/2 110.0 188.2 110.0 180.7 O FC 30' 80.5 SOS ... 110.0 12MO 37' 11 132.7 110.0 ISM7 8 36 811 83.1 1100 120.0 53 - 1/8" 932 93.2 110.0 120.0 pp 42' Or 88.0 86.0 96.9 1119 19 -1/8 110.0 170.0 110.0 210.0 Z 48' 59.0 590 04.8 974 26 -1/2' 110.0 123.3 110.0 177.3 1 �..� P. _ 36 -3/8 34• 53.2 53.2 ga0 90.0 W. 79.2 79 2 110.0 120.0 1 TW. GLASS /b• �• 48.0 48.0 900 90A 53 -1 1a 53.7 &1.7 106.1 120.0 Ago gNfERIgYEtt SAFLOC Pve e 1s - l t t o 0.o m� 24 11 112.0 110.0 177.0 /e' 1 0.o 70.0 1 0. 21 �, 30' 71.2 71.2 110.0 120.0 28 -1/2 - 83 95.1 95.1 110.0 189.7 � � 1/8 TEMP. CLASS � top') Sat 68.1 110.0 1200 s7' 5 38.5 110.0 120.0 Zr ' 04 to � 42' 84' 59.1 59.1 969 1119 83 -1 /8' 51.6 31.6 853 a" � �� 1 Z j 48• 53.2 53.2 90..0 90.0 19 -1/8 110A 170.0 1100 204.6 - 54' 489 484 8m0 800 26 -1/2" MA Sm8 110.0 120.0 e0 �{ BO' 44.3 443 80.0 $0.0 37' �• 48.2 48.2 110.0 12x0 N n 24• 108.0 1080 1100 1200 53 -1/8' 429 424 813 813' 3 � 4 b ° n INSULA 30 84.5 648 1100 120.0 19 -1/8' 110.0 12D.0 110.0 120.0 CI TYPE '8A' 36' w 303 303 110.0 120.0 28 -1/2" 74 -1/4' 7b1 762 110.0 120.0 42' 52.5 a" Sao 90.0 37' 38.8 a" 90.0 90A 48 48.0 4&0 90A 90.0 64 443 443 80.0 Sao ,WIDTH 24' 100.4 100.4 ita0 120.0 X 30' 824 B2.4 1100 1200 36 88 447 44.7 w0. 900 W=W UNCIM SEE SHEETS B & 7 FOR ANCHORS 42' 47.4 47.4 904 9oA 48' 439 43.9 900 900 30' $7.7 3 110.0 1240 38' 7Y 41.4 -41.4 90.0 900 "Mm AS WRfI 42' 42.7 42 7 Sao 900 - 80e18 Fum Mum CM EFVM M l i -4. 3&8 386 90.0 90.0 S S�iI WITH AND Loom 00a0m" CAN BE OIBEMED : FL% PE 0 1&187 VERICALLY OR 1�tlZONM"Y AS SHM ABOVE gy flow 4280.)... 9 8 M��E99. ^ vin9 rro. JAN 15 2002 wol 83 sheet 4of 7 1/4' ANN. CLASS 3118' ANN. CLASS 3/18" TEMP. GLASS 3/18" TEMP. GLASS C. 3116' AWL. GLASS 3/18 TEMP. GLASS V tt> mL � GE z 1 i � � i z:r.» O � 0 h 1/4" NOMINAL 9/4 OVERALL 1TJSIJL. ANN. 9/18 NOMINAL 3/4" OVERALL 1NSUL. TEMP. a GLASS TYPE '4' ALT. GLASS TYPE '4A' GLASS TYPE 1 8' ALT. GLASS TYPE 'SA' PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DUDE COUMY APPROVED DiPACT RF94TANr 51aJRERS REQUIRW AD TO SIMTS 6 AND 7 FOR MSTALLATM DEMIX WINDOW DIMS. CLASS TYPE '4' GLASS TYPE '4A' GL44S TYPB '6'd¢'8A' PERFORMANCE VALUES OF Nox- IMPACT RESISTANT WINDOWS WIDTH LENMN EXT. ( +) 1Nf. (-) EXI: ( +) INT. (-) Exr. ( +) tNT. t -) DADS COWN APPRDVW MWACF REMS1'ANT SHUTTERS F=LUW 24' 81.7 81.7 81.7 61.7 110. 172.9 REFER TO SHEETS 6 AND 7 FOR DISTALLATIOR DETARS 30' 80' 69.7 69.7 89.7 69.7 110.0 147.9 ci WINDOW DIMS GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5 *&'6A' 36' $7.7 57.7 61.7 61.7 110.0 130.5 wum LENGTH E7R. ( +) tx1: ( -) EXT. ( +) 1mr. ( -) EXt ( +) INT. ( -) 24 86• 79.8 79.9 79.9 78.9 110.0 1I2A 24' 92.5 92.5 923 92.5 110.0 195A 30' 67.8 87.6 67.6 87.6 110.0 143.2 ] 30 74.0 74.0 74.0 74.0 110A 188.8 24' 72' 78.4 78.4 78.4 78.4 lima 188.0 m 36" 61.7 61.7 61.7 81.7 110A 130.3 30' 84.4 84.4 66.0 86A 110.0 139.6 Z 5 42' 38' 61.7 61.7 61.7 61.7 110.0 1305 24' 78' 772 77.2 772 772 110.0 163.4 w p 48' 61.7 81.7 81.7 81.7 110.0 11D.S 24' 84' 762 782 78.2 78.2 lima 161.3 54' 61.7 61.7 61.7 61.7 110.0 130.5 24' 98' 74.7 74.7 74.7 74.7 110.0 158.1 Go' 57.7 37.7 B1.7 61.7 1100 1305 18 -1 /e" 110.0 116.1 110.0. 111&1 110.0 210.0 24' 91.5 91.5 91.5 91.5 110.0 193.6 28 -1/2' 1 85.4 85.4 65.4 85.4 110.0 180.7 ] n2 30' 74.0 74.0 74.0 74.0 110.0 168.6 37' 85.4 85.4 85.4 85.4 110.0 180.7 38' 61.7 81.7 81.7 61.7 lima 1305 53 -1/8' 79.9 79.9 799 79.9 110.0 189.0 42' 42' 52.9 SZ9 57-9 329 98.9 1119 19 -1/8' 1092 109.2 109.2 1092 110.0 210.0 48' 529 57-9 57-9 529 989 111.9 26 -112' 38 -3/8' 839 85.8 63.8 83.8 110.0 177.3 114' 52.9 52.9 529 529 98.8 1119 37* 60.0 09.0 60.0 8040 li 127.0 24' 87.1 87.1 87.1 87.1 110.0 184.4 53 -1/8' 579 $7.9 579 579 107.1 123.7 30' 74.0 74.0 740 74.0 110.0 156.8 18 -1/8' '. 101.1 101.1 101.1 101.1 110.0 21MO 38' "48 61.7 61.7 61.7 61.7 110.0 1305 26 -1/2' SO -8/8• 802 802 802 80.2 il0.o 169.7 42' 829 $29 57-9 57-8 9&9 1119 Jr 80 0 80.0 BOA 80.0 110.4 127.0 48' 46.3 48 3 45.3 45.3 84 8 97.9 19 -1 /8' 9 &T 98 7 88 7 98 7 110.0 204 8 24' 84.0 64.0 840 a" 110.0 1779 26 -1/2' 83' = 74.9 749 749 749 110.0 158.6 30' 72.4 724 72.4 72.4 110.0 153.2 3T - 53.8 33.6 60.0 09.0 110.0 127.0 81.7 36' 81.7 61.7 61.7 110.0 1305 19 -1/8' 84.1 94.1 94.1 94.1 110.0 199.2 42' 529 529 529 52.9 889 1119 26- /2* 74 - 1/4' 72.0 TZO 72.0 720 lima 152.5 Sg APPLY@ AS CW+ YW WITH Tilt WL PAX= Som R 1981O1IRl F A eti DATIE BY $ 6tiN1R01 �r� ~!j am drawing no. BWL80W !� LIARCE ACCEPIlRM ft ��- a122.os JAN 15202 W01 -83 sheet 501 7 3/16' OR 1/4' V! 2 1/8 3AW TAPCMIS. 1 -3/8' 1/4' TAPCOW. 1 -1/E �� I i, it . 7 :. : 1 hi 11" ;L•1� • h. �1� • � • '7 � 5{, tt•1.1• 3/16' OR 1/4• i 3/16• TAP=, 1-3/8' U4' TAPCMa. 1 -U2' : °. Oa ♦v .� 4 . Ytli. o ' ° btkX O&OL MM 8T OTHERS r 1n m I e7mN TYPE '4' W= BUCK TYPE — - MkIERIAU PRESSURE TREATED IW[CAL INU LATId DETAIL ON - All FOUR SIDEV-U5IW W= APPROVED AS colAny Hi WON THE P � J M PF Smn 611 m emamtm com WOOD MUCKS NOT BY CGI CORP.. MUST SUSTAIN P ONrsl� � tO IMPOSED BY MAZING SYSTEM AND TRANSFER suvam twE am JAN 15 2W MMAKE 6% THEM TO THE OULDING STRUCTURE 1 61 -01 V O a U ^ co CT r W n � z c �o C1 zmM eq Z R r *A. ft*I g CIO. W01 --83 PERFORMANCE VALURS FOR V=ALTATION OF PERFORMANCE VALUES FOR INSTALLATION OF PERFORI(ANCE VALUE/ FOR INSTALLATION OF n ANCHORS TYPE 'A' 'E' OR 'C' ANCHORS TYPE 'A' 'E' OR 'C' ANCHORS TYPE 'A' 'H' OR 'C' REFER TO 501647 O FOR OATIAS REM TO SHM O FOR OETMLS REFER TO SHIMIT O FOR DETAILS I XDVDOX DIMS. I ANCHOR ANCHOR ANCHOR WINDOW DD[S. ANCHOR JANCROR ANCHOR XINDOX Vnm ANCHOR ANCHOR ANCHOR WIDTH LENGTH TYPE 'A' TYPE '8' TYPE 'C' WIDTH LENGTH TYPE 'A.' TYPE 'R' TYPE 'C' WIDTH LENGTH TYPE A' TYPE 'H' TYPE 'C' 24' 198.0 220.0 220.0 24' 144.0 172.4 200.7 19 -1/8• 220.0 220.0 220.0 30• 138.4 189.6 220.0 30• 113.2 137.9 ISMS 26 -1/2• 214.0 220.0 820.0 !+ a 36• 132.0 138.0 164.0 36• 96.0 114.9 133.8 37' 26' 173.3 210A 220.0 42' 36' 103.6 126.4 147.2 42• 82.3 99.3 114.7 33 -1/8' 160.0 19LO 220A 48' 132.0 159.0 184.0 48• 2. 79, 70 66.2 100.4 19 -1/8' 220.0 220.0 220.0 p� 34' 113.1 133.4 177.7 34' 64.0 76.6 89.2 26 -1/2' 38 -3/8• 163.2 195.3 220.0 Ry $ Lc 60• 99A 1183 138.0 60• 37.6 68.9 80.3 37' 116.9 139.9 162.9 Gp.I n 24' 138.4 189.6 220.0 66• 52.4 62.7 73.0 33 -1/8• 1 108.4 129.8 151.1 30• 126.7 ISL7 176.6 72• 48.0 37.3 66.9 19 -1/8' 220.0 220.0 820.0 36• 10546 126.4 147.2 78• 44.3 53 .0, 61.8 26 -1/2• .0 50 -5/8' 167.1 200.1 220 42• 48• 90.5 108.3 126.2 24' 165.0 197.3 220. 37• 119.7 143.3 166.9 48' 113.1 133.4 157.7 30' 132.0 13 &0 184.0 53 -1/8 82.2 9114 114.5 {`; ?1 54 97.0 116.1 138.2 36• 110.0 131.7 133.3 19 -1/8 173.4 209.9 220.0 aa 60• 84.9 101.6 118.3 42• 94.3 112.9 131.4 26 -1/2• 126.6 151.5 176.4 1 . 24' 198.0 220.0 220.0 48• 84' 82.3 SILO liSA 371 63' 90.7 1083 126.4 30• 150.4 189.6 220.0 54• 73.3 87A 302.2 53 -1/9 63.1 73.6 88.0 36' 132A 138.0 184.0 60• 66.0 79.0 92.0 19 -1/9" 19116 220.0 220. 42' 48' 113.1 135.4 137.7 66' 60.0 71.9 1 63.6 86 -1/2' 138.3 1653 192.7 z 46• 99.0 1183 74 -1/4 138.0 72• SS.O 65.8 76.7 37' 99.0 118.8 138.0 54• 64.9 101.6 118.3 24' 14L4 169.3 197.1 33 -1/8' 69.0 82.6 96.1 60' 74.3 89.9 103.5 30' 1134 135.4 137.7 24 169.7 203.1 220.0 36• 94.3 112.9 131.4 WOW. IMDTH 30' 133.8 162.5 189.3 42' 80.8 9667 112.7 36' 1135 133.4 137.7 1 48' 96' 70.7 64.6 98.6 c 42• 54' 97.0 1164 135.2 54' 62.9 73.2 87A NINOOW LENGTH �j 48• 64.9 IOLG 116.3 60• 56.6 67.7 78.9 '/, ��p M p� 54• 73.4 90.3 1055 66' 5L4 61.6 71.7' ,� N 60' 66.0 79.0 92.0 72' 47.1 S6.4 65.7 f / �� 1 $ r ^ 24• 1483 177A 207.0 24' 148.3 177.8 207.0 30• US.8 142.2 163.6 SO 118.8 142.2 165.6 # _3 36• 9910 118.5 1 138.0 36' 99A 118.5 138.0 N 42• 60' 84.9 IOL6 118.3 42' 108' 84.9 101.6 118.3 AND LMIH DOtOJSIDI6 CAN BE OROM WIDTH 48' 74.3 Beg 103.5 46' 74.3 88.9 103.5 VERTICALLY OR HORZONTALLY AS SHOWN ABOVE. 54• 66.0 79.0 92.0 54' 66.0 79.0 92.0 60• 39.4 7L3 82A BO 59.4 7L1 82.0 AMUM AS CMRVM 24' 176.0 210.7 220.0 24' 154.0 184.3 214.7 gum MR 30' 140.8 1663 196.3 30• 123.2 1473 171.7 ANIMUS, lH � 36' 117.3 140.4 163.6 36' 120, 108.7 122.9 1435 A = ay18• TAACONQ 42• 66 100.6 120.4 140.2 42• 88.0 105.3 122.7 XM 20Y BUCKS OR WOOD STRUCTURES mw 48' 98.0 105.3 122.7 48'. 77.0 922 107.3 1 -318 MIN. EMBEDMENT Rum ca 54' 782 93.6 109.0 54• 68.4 81.9 95.4 fliRU iB WOOD DUCKS WO $LICKS INTO MASONRY C010LIA1�I6xE201 60' 70.4 84.3 985 24• 138.4 _ 189.6 220.0 OR DIRECTLY INTO MASONRY 24' 13844 189.6 220.0 30• 126.7 ISL7 176.6 1 -1/4" MIN. MASONRY EMBED 30' 126.7 191.7 176.6 36' 132• 1034 126.4 147.2 36' 105.6 126.4 147.2 42' 90.5 109.3 126.2 B la! TAPCONS 42' 72• 90.5 108.3 126.2 48• 79.2 94.8 110.4 INTO 20Y BUCKS OR WOOD STRUCTURES 48' 792 94.8 110.4 24' 1444 172.4 200.7 1 -1/2 MIN. WOOD EMBEDMENT 54• 70.4 84.3 90.1 30' 115.2 137.9 - 160.6 - �, a 1�4' TCONS 1 60• 63.4 73.8 8$.3 36' 144' 96.0 114.9 133.0 MIN. MASONRY EMBED 'RBtU WOOD HICKS KM MASONRY ftA. 167 , 42• 82.3 98.5 114.7 . ' 4' ay ' 49• 72.0 66.2 100.4. 1 -1 / � Y 24• 148.3 177.8 807.0 410 SMS � 30' 136• ilea 142.2 1655 KM APPROVED MULLIONS JAN 15 � � '�' W0� -83 36• 99.0 118.5 - 138.0 Wu� 42• 84.9 1OL6 118.3 TAPCONS AS MANUFACTURED BY ELCO. � 70} 7 Miami -Dade County Page 1 of 2 Building Code Compliance Office' 7 � III,It�YTeI Product Control Search Results Query Parameters Applicant: Construction Glass Industries Corporation Category: None Subcategory: None Material: None Impact Rate: None Maximum Design Pressure( +): 0.00 Maximum Design Pressure( -): 0.00 NOA APPLICANT CATEGORY SUBCATEGORY MATERIAL EXPIRES IMPACT MDP_POSITIVE MDP_NEGATIVE DESCRIPTION Large and Fixed Window - Non - Series 238 Aluminum Construction September Small 01 -0918.01 Glass Industries Windows Fixed Aluminum 110 195.8 30 2006 Missile Impact $Impact Corporation Impact Resistant Large and October 31 Small Construction Series 238 Aluminum 01- 1002.03 Glass Industries Windows Casement Aluminum 2006 Missile 110 210 Casement Window Corporation Impact Construction Large and October 31 Small Series 238 Aluminum 01- 1019.03 Glass Industries Windows Projected Aluminum 110 210 Corporation ration 2006 Missile Project Out Window Impact Large and Construction Series 450 Clipped 01- 1026.01 Glass Industries Windows Mullions Aluminum November Small 100 100 Aluminum Tube Corporation 19 2006 Missile Impact I Mullion Construction November ( Series 450 Aluminum 01- 1109.02 Corporation 19 2006 and Glass Trans es Windows Fixed Aluminum None 0 0 om Construction Large and Series 450 In/Out November 9 Smalt Swing Aluminum 01- 1109.03 Glass Industries Doors Swinging Aluminum 2006 Missile 0 0 Stroretont Door Corporation Impact w/Sidelites Large and Construction March 6 Small aeries 238 Aluminum 02 0122.05 Glass Industries Windows Fixed Aluminum 0 0 Designer Fixed Corporation 2007 Missile Window- Impact Lae Impact T--l i Construdon F] ll and Aluminum Tu be h4: / /www.co.miami -dade .fl.us/buildingcode /pc- result app. asp? fldNOA= &searchtfpe= advschr &srchbyapp= ON &applicantlist =li 4/12/2005 Miami -Dade County Page 2 of 2 Glass Industries 2007 Missile Mullion 02- 0123.06 o � mo Windows [None ] No Data Impact J 0 Construction Lace and Aluminum Tube 02 -0123 07 Glass Industries Windows Mullions Aluminum April 26 Small 0 0 Mullion with #373 rp Cooration 2007 Missile Impact I Framing Member Construction Large and Series 450 1/0 Swing November 9 Small 03- 0422.02 Glass Industries Doors Swinging Aluminum 100 110 Aluminum Strorefront Corporation 2006 Missile Impact I Door w/Sidelites Construction Large and November Small Series 450 Aluminum 03- 0422.03 Glass Industries Windows Fixed Aluminum 19 2006 Missile 100 100 and Glass Transom Corporation Impact Home Using Our Site About I Phone Directory I Privacy I Disclaimer E -mail your comments, questions and suggestions to Webmaster This page was last edited on: June 25, 2003 Website © 2002 Miami -Dade County. All rights reserved. a hq: / /www.co. miami -dade .fl.us /buildingcode /pc- result app. aspVdNOA =& searchtype= advschr &srchbyapp= ON&applicantlist =... 4/12/2005 v M I A M 1•QAQE MIAMI DADS COUNTY, FLORIDA _ MLTRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MfAK FLORIDA 331301563 (305) 375 -2901 FAX (305) 375.2908 NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 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 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 (AU). 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. 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 Division that this product or material fails to meet the requiremcnts Of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9 0" Wide. APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & H94 ", dated 11/18/96 with last revision on 08101/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by KW. - Westm idd, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. IMMATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four timcs.a year, the manufiLctxrer shall mail to ibis office: a copy of the tested reports with conrmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that Only coils with yield strength of 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 # 01-0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can c tti {out PE. NOA No 03- 0520.03 o { Expiration Date: September 25, 2008 Approval Date: September 04, 2003 Page 1 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED (For File ONLY. Not part of NOA) A. DRAWINGS L Drawing prepared by Clopay Building Products Company, titled "Door Models: 84A, 93, 94 H93 & H94 Drawing No.101706, dated 11/18/96, with latest revision on August 2003, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, -cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on 9' .wide x 8' high door model 84A/94, prepared by American Test Lab of South Florida, report No. ATL # 1217.01- 96, dated 12/18/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations of anchors; pages 1, prepared by M. W. Westerfield, signed and sealed by M. W. Westerfield, PE on 01/10/97 D. MATERIAL CERTIFICATIONS I. Tensile test report No. CTL062C, prepared by Certified Testing Laboratories, dated 01/20/97,. signed and sealed by R Patel, PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2 /15/93, signed.and sealed by C. A Hamon, PE. 3. Salt Spray Exposure test report No. 9EM -1144, prepared by Q.C. Metallurgical, Inc., dated 08/03/99, signed and sealed by K Grate PE. E. STATEMENTS. I. Affidavit of minimum yield strength compliance prepared by M. Westerfield employed by Clopay Building Products Company, signed by M.W. Westerfield and notarized by B.'H. Schuler with No Date. 2. Letter of code compliance prepared by Clopay Building Products Co. on 05/31/00 signed and sealed by M.W .Westerfield, PE. 3. Letter of no financial interest prepared by M. W. Westerfield PE. notarized by M. Knisley on 01/10/97 4. No change letter issued by Clopay Building Products on 08/01/03 and signed by M. W. Westerfield, PE. ©9 OQ Can do F ont, PE. Senior Product Cool Division NOA No 03- 0520.03 Expiration Date: September 25, 2008 . Approval Date: September 04, 2003 E -1 9 l ATTA CHED T , BOTTOM. & If.Prt � 2" THICK SECTION A-A LOCK .OPTION SHW LAP JOINTS W . POINT LOCK POSMONI - 14 GAL GOW. ST TAO TRACK HAS BEEN OF M I ® S , F EW "(( u. IKW TRACK K BEEN 24 Q 1A8 202. 8 WN. P� A TRL 0-40 IN. CAW. STEEL & 4" SELF (a pp�TE 1 OF OM YIELD STRENGTH: 31.3 KSL TAPPING SC Elr- ffllhl I O F DRAWING QUALITY!) WITH EINCED-ON tsFE LOCK ENGACETAENT__ jBPP�fE APPLIED TO BOBOTH S OFF STEEL 18 � C 2-1 wp�X �..A SIDES OOOR I } Pet S CTIO�N ATE m �0CA N OF OPTIONAL VENTS.® -IrA I PAS DOOR AT 90 AN wRH � (tu7C SQE 80 S0. INCHES) / 4 X 3 e SELF TAPPING MAX. DOOR WIN 8 'I OPIWH/�L STOP MOIADING BY OOINN INSTALLER tm SLIT} S RON SME ,INSIDE 18 GA MIN. GALY. STEEL END STILE zi ED L g SHEET• 18 GA, WLV. STEEL OWS.E END 5NE 1M IDES x IO G ( E 18 00. MIN. 61W. ARER. STILE a SIDE :D , 1 /�4 S / SELF SWING W, (,m TYP. i- 1 /Yx1z 0A QAMY. TrW2N BRACKET. 961. Cd� srm CENTER SSEws m DOOR. ONE m FAgt TTtKIN a�l'ADHW e m INSIOE St�tlN w WIDE @;AL"lg WITH t1) a 18' x t-8/g — SffE! MET G-C ANNEi}. 4 SELF LAG 911 7 /t PtrsHNUr rtsTAUm N aoLLEN sFNFr is GA, oaSAW. stEEl O01roM amING Saws 2 GALV. STEEL TPoX3K FASTEN I& IINRESTRICTED OOOR OPERATION o ATTACHED w /(z E H INGE m 2- 1 /Yxt2 GA. ST E E L TRAC BRACKETS. MAC NEY A• IEW TRa:iK ATTACHED TO �ACIi BRA T 14 DA QALY. STEEL ROLLER HINGE FASTENED m s SEffET METH. oopm TIP END T INTER. blu c � a `cEtrnat) eat W oNO HANDLE d1IDE ON 0 1� . TRACK. LOCK BAR ONE SNAP LATCH ON S T 80' DWANCE BETWEEN BRACKETS EACH SIDE OF DOW OUTS TRACK ONIN E KrAm LOCK EACH SIDE INTER. STILE Lacr BAR Lf1L =blx! OF DOOR. Do 24' SRACIW 5/16' X �o TO / 1-3X KEVED RIAWDLE STILE SVSIDE HANDLE E7D LOCK S m T LE INTO VERTICA. O1I190E KEYm LOKXt TRACK. ONE SNAP LSfxl LOCK OPRON ON LDCC N CtlY 2" THICK SECTION A-A LOCK .OPTION SHW LAP JOINTS W . POINT LOCK POSMONI - 14 GAL GOW. ST TAO TRACK HAS BEEN OF M I ® S , F EW "(( u. IKW TRACK K BEEN 24 Q 1A8 202. 8 WN. P� A TRL 0-40 IN. CAW. STEEL & 4" SELF (a pp�TE 1 OF OM YIELD STRENGTH: 31.3 KSL TAPPING SC Elr- ffllhl I O F DRAWING QUALITY!) WITH EINCED-ON tsFE LOCK ENGACETAENT__ jBPP�fE APPLIED TO BOBOTH S OFF STEEL 18 � C 2-1 wp�X �..A SIDES OOOR I } Pet S CTIO�N ATE m �0CA N OF OPTIONAL VENTS.® -IrA I PAS DOOR AT 90 AN wRH � (tu7C SQE 80 S0. INCHES) / 4 X 3 e SELF TAPPING MAX. DOOR WIN 8 'I OPIWH/�L STOP MOIADING BY OOINN INSTALLER tm SLIT} S RON SME ,INSIDE 18 GA MIN. GALY. STEEL END STILE zi ED L g SHEET• 18 GA, WLV. STEEL OWS.E END 5NE 1M IDES x IO G ( E 18 00. MIN. 61W. ARER. STILE a SIDE :D , 1 /�4 S / SELF SWING W, (,m TYP. i- 1 /Yx1z 0A QAMY. TrW2N BRACKET. 961. Cd� srm CENTER SSEws m DOOR. ONE m FAgt TTtKIN a�l'ADHW e m INSIOE St�tlN w WIDE @;AL"lg WITH t1) a 18' x t-8/g — SffE! MET G-C ANNEi}. 4 SELF LAG 911 7 /t PtrsHNUr rtsTAUm N aoLLEN sFNFr is GA, oaSAW. stEEl O01roM amING Saws 2 GALV. STEEL TPoX3K FASTEN I& IINRESTRICTED OOOR OPERATION o ATTACHED w /(z E H INGE m 2- 1 /Yxt2 GA. ST E E L TRAC BRACKETS. MAC NEY A• IEW TRa:iK ATTACHED TO �ACIi BRA T 14 DA QALY. STEEL ROLLER HINGE FASTENED m s SEffET METH. oopm TIP TO a HIGH HORMOHW. TRACK SUPPORT BY DOOR INSTALLER (TO SUM DOOR COUNTERBALANCE SYSIEA T (It GAY. STEEL. FLAG I'. art• � ,• na s:ns'{yEra2Kr�OIC 7'8 B 8'O' H OEI.Y} DOOR T $$ TRACK RTC O8r WEIGHT 1' d E.�2- 1/2'x12 V. - OEM ENGINEER, W. WESTERFIELD S T 80' DWANCE BETWEEN BRACKETS W NOT TO EXCEED u' O.C. 38* 8 TOTAL. SWIS PER SIDE MR DOORS LP TO 71O' MI} FOR D0(MS � 7,;P EIGH). EACH TRACK 24' SRACIW 5/16' X �o TO / 1-3X LAG SC" f0' TRACK ATTAGI 7p EACH BRACKET da NUT. 3-1/2" OR TWO 11/4 WVM STEEL. LONG STEM ROLLER. JAMS S. CHEW A) t ALUMINUM EXTRUSION B VINYL MffATFiER3TRIP. THE 296 VERIICAL WOW JAMBS ARE TO BE GRADE 2 OR BETTER �YELLOW FINE NO LOAD 6 TWOFERRED ALL JM FASTENERS M �gUR4ED)�08C m FROVIDE DESIGN LOADS: +87.0 PSF & -87.0 PSF. w wawn. — — x muuHw :. —1 wnrwaxy BLOCK WALL OR CONCRETE CQLIAVN. BLOCK CELLS SHALL PRflWCL IdElVB9V�1 FILLEO YITH CONCFRTE AND RDIAORCID WITH CDNWAJ US SAR EMENDING INTD THE FOOTINQ AND INTO TIE 8FAN4 m BE z1 -3 4" EMBED TAPCON CONCRETE na s:ns'{yEra2Kr�OIC ANCL{OR9 STARTING AT NO 8" FROM BOTTCM AND lir I WITH. x4 1- 3/4''111M E;: ii ilK:iE'd Alp FROM BOTMM MID 24' O.C. AT NO MORE 8' d OEM ENGINEER, W. WESTERFIELD mma sfflkmm li1RUCIURAL coon SQL BE 8Y A I�IE ED PROFESSIONAL. EN04M Tom! �WIID 111ADs DA MECH ENO' 48488 SHOWN ON THIS DRAWIO. FA. 93. 94 (UP TO 8'0" HIGH). H SKIN VWTITEO TO -L� s�mum trop. BOTTOM. & WA lit *DE J - 1\7, , y )A QA A�0 G " ODE S1 F i— -GLER STRE E T SUITE 16 03 PROD',. CT SCONTRC)L D.Tf—'aSlUr", F!, 3 0 -' 6 3 -FAX-0 NOTICE OF -:-i-CCEAD A ANCE (NQ- Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 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 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 (AID). This NOA shall not be valid after the expiration date stated below. — 1 he Nfiami-Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Nhaim 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 AFIJ 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: Sectional Garage Door 16 Wide. APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car Hurricane Pan Door", dated 02/15/95 with last revision on 01/06/04. sheets I and 2 of 2, prepared by Clopay Building Products Co, signed and sealed by M. W. Westerfield, P.E., bearing the Miami -Dade County product Co ntrol Revision Amp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 sect of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance A minimum of 2 specimens shall be cat from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 38000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 4 00-1212.03 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed r fan Font PE. NOA No 03-0829.05 N ? ^- Expiration Date: March 26, 2006 Approval Date- February, 05 2004 Page I C E 1 k- L D R-� E i G S 1. f 0- g e p� red b Clo i Bvildhn;g _-oducts Cu., 1 � Car Hw Pan .Doer ", L)rcrwing da ted E ted 02/1- with iast nev:sion on sheets I through -*/' of 2, signed and sealed by M. W Wesrerifieid, PE B. TESTS I. Test report of large missile impact test per PA 201 and cyclic. - wind pressure test per PA 203 of " Garage Door prepared by Hurricane Engineering & Testing, Inc., report No. HE77 95-408, dated 01125195, signed and sealed oy H. M Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per .2 202 on " Garage Door", prepared by Hurricane Engineering & Testing, Inc., report No. HEYY 95-407, dated 01124195, signed and sealed by H. M Medina, PE. 3. Test report of Forced Entry Resistance per section 3603.2(b on "Garage Door prepared by Hurricane Engineering Testing, Tnc. report No. HE-77 95-407f, dated 01125195, signed and sealed by H. M Medina, PE. C. CALCULATIONS I. Calculations dated 01120195; pages 1 and 2, prepared by Al. W. Westerfield, PE, signed and. sealed by M W. Westerfzek PE. 2. Calculations dated 02124195, page 1, prepared M W. TVesterfield, PE, signed and sealed by M. W. Westerfield, PE. D. MATERIAL CERTIFICATIONS L Test report of Tensile Test per ASTM E 8, report No. HETI 94-T59, prepared by Hurricane Engineering & Testing, Inc., dated 02106195, signed and sealed by H.M Medina, PE. 2. Test report of Salt Spray Test per ASTM DI 654 & ASTM B11 report Xo. 9FM-1 144, prepared by Q. C Metallurgical, Inc., dated 06103199, signed and sealed by K Grate. E. STATEMENTS.. L Affidavit of yield strength compliance prepared by R D, Shifflett employed by Clopay Building Products Co., notarized on 0111112001 by B. H. Schuler. F. QUALM ASSURANCE. 1. Building Code Compliance Qffice. C2tndid6 F. Font, PE. Senior Product Control Division NOA No 03-0829.05 Expiration Date- March 26, 2006 Approval Date: February 05, 2004 MODELS 83, 84A. 93, 94, H83, H94 1 7 -8.97 AD Ifaum r o ING ENO STILES ATTACHED 10 ODOR SKIN WITH PATEtITF1l P ^ " "' 1L'F•1) H94 -END SYSTEM (TOP, BOTTOM, & CENTER) - - we ('Inridn 3 + z 4D tt,troTn HEiGH7 /- END STILES ATTACHED TO DOOR SHIN WITH PATENTED / I *. TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) // ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) � - 2" 7{.IICH AC ATTHED W{TH TOG -L -LOC (TOP & BOTTOM) . URETHANE ADHESIVE (ALONG CENTER) AND URETI4ANE AOHES VE (ALONG CENTER) \ - .a...- A ;_•. _ A SNAP LATCH ENGAGE5 Stamt 02.44 realEael Cuntwd ONTO VERTI TRACK. 11#1Ii _ ; S T'T10N a, SEE ENO HINGE EACH SIDE OF DOOR. a DETAIL. a o , INTER. STILE -� .- 12 GA GALV. STEEL TOP = ROLLER BRACHET. EACH ° I h / BRACKET SHEET O METAL DETAIIMERMED. Hlt{G OUTSIDE E iv K_-M ESTII.E SCRx£15f8" SHEET METAL m A HANDLE INSIDE HANDLE ,, ,- SHIP LAP JOINTS. Tl � ' SNAP tgjC�,�,IOC!< OPTION . . STEEL ENO FAN E 11 _ t� f FASTENED TO END TWO PONT LOCKING O / STILES W114} )14x5/8' INTO TRACK PER J A SHEET METAL SCREWS 5 3603.2 � 24 G (O GAL KS gib /8 MIN. ENGAGEMEt{T TWO POINT LOCKING MIN. YIELD STRENGTH:: 28 I. TAPPING SCREWS. Cppp� (DPP SIDES IMO TRACK PER DRAWING DUALITY) WITH PRIMER AND WPM. SrSC 3IN 3ENGAGEMENT QED -ON POLYESTER PAINTED TOP COAT — (SEE LOCK OPTIONS) POSITE SIDES APPLIED TO BOTH SIDES OF STEEL. DOOR) \-2 -1 /4"x20 GA. GALV, STEEL I (SEE LOCK OPTIONS) U -BAR. TWO U -BARS PER ` LOCATION O OPTION 60 I := SECTION. EXCEPT 3RD SECTION ®MA%IMUM VENT OPENING: 60 N' - A WHICH HAS ONE U -BAR. MAX DOOR WIDTH - 9• -0" LOCATION O 4P'IIONAL VENTS U -BARS MADE FROM 80 KSI tNSKJE FI EYAi70N MAXIMUM VENT OPENING: 60 IN' -� STEEL EACH U -BAR ATTACHED MAX. DOOR WIDTH m W -0' I Wf(2) 1/4 "x3/4" SELF INSIDE ELEVATION _ TAPPING SCREW PER STILE. TABLE 1 SLIDE BOLT (A) B74x5,'B' SHEET METAL SCREWS' DOOR NUMBER OF END SLIDE LOCK ENGAGES ENR INTO VERTCAL STILE ' HEIGHT SECTIONS * TRACK. ONE INTER. o a 8 7 7 0 4 LOCK ON STILE BARK 7 6 TO 9 5 O EAC OQORE GUIDE BRACKET AATTACHED W /(2) OTTO 0 O t 6' INSIDE SLIDE 9 0LT HANDLE O O O � 114x5/8' SHEET METAL SCREWS, 109 0 120 7 LOCK OPTION � (4) 1f4"x3/4' SELF TAPPING SCRE' {t; ° SECTION ARE EITHER 18 OR 21" HIGH LOCK SAN ALUMINUM EXTRUSION HORIZONTAL PPORT B'{ TRACK TRACK SU to GA_ _241 HINGC 78 C INTERMFDITE HINGE & VINYL WEATHERS7RIP. D g t,RS {O�EYFp LOCK EACH DOOR INSTALLER (TO SUIT) UR. LOCK BAR L>xHtNG O OCR• INSTALLER RESALE 2.5 WOOD JAMB MODEL MODEL DESCRIPTON" STOP MOULDING BY DOOR 9 H93 83 2a GA, STE SKIN• 18 GA. S EL END STILE INSTALLER (TO SUIT) 94 H94 4A a G T K1 J• t..A. PPINT D STEELSNP S DLES 13 GA. CALM. STEEL FLAG BRACKET. 20 GA. MN. GALV. STEEL ENO STILE - ALL DOOR MODELS ARE RAISED PANEL EMBOSS EACH FASTENED TO WOW JAMB WITH 2 GA. GALV. 5TEEL INTER. STILE (3) 5/16'x1 -5/8" WOOD LAG SCREW.. ) THE 2x6 VERTICAL WOOD JAMBS ARE 70 BE GRADE 2 R BETTER .,. - PINE. 140 LOAD IS TRANSFERRED f2 CA. GALV. STEEL TRACK TO THE HORIZONTAL (TOP} JAM.. ALL JAMB FASTENERS R ACK C DOOR BRACKET PLACE MENTS BRACKET FASTENED TO WOOD MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE HEIGHT 1" %i X2 X3 %4 ,g Xg JAMB WITH ONE g/i 6 -g /8' A FLUSH MOUNTING SURFACE WOOD LAG SCREW PER BRACKET. 6- 3-1/2 10 T - 38 - - TAST NED TTO CE I NTER . E 2x0 WOOD JAMB CAN BE ANCHORED 10 GRO RE INFORCED BLOCK WALL OR CONCRETE COLUMN. = _ - _ _ 2" GALV. STEEL TRACK EACH 114x5 /8" SHEET METAL SCREWS. BE FILLED WITH CONCRETE AND ENFORCE WITH CONTINUOUS 8 0 88 3-1/2' 10 34 FASTENED TO TRACK BRACKETS. qF 8. 6 94 _ 1O' 34 58 82 = EACH BRACKET ATTACHED W17H ONE 7/16' PUSHNUT INSTALLED ON ROLLER 15 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. 3 X 1/4'x5/8" BOLT &NUT Y SHAFT FOR UNRESTRICTED ODOR OPERATION. ANCHORS CAN BE t /4 "xt -3/4' EMBED TAPCON CONCRETE 1 4 ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM 2" GALV. STEEL TRACK, 3 -1 2 111 TWO 1 / a RIVETS. 14 G& GALV. STEEL END HINGE AND I6" D.C.. DR WITH 3/8 "x4" (1 -3/4" EMBED) a TRACK THICKNESS! •060" 10 -0 112 3 -1 2 10 3d 58 82 - FAS7ENE0 TO END ST LES W /(a) EACH RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8' -T--- JAMB CONFTGURATI FROM BOTTOM AND 24 O.G. 'L• J _ _ Bt4 '.3/4 SHEET METAL SCREWS. (4) 91 -0 1 4 - 4 1 /4'x /4" SELF TAPPING SCREWS. . ,M 'X6• - - s 2 -0 136 3 -i 34' S ^ 1 PREPARATION OF JAMBS BY OTHERS. 2" STEEL ROLLER. // DESIGN ENGINEER: a t RACK B R A ET GALV. STEEL TRACK BRACKET. / � � / EGIST TION DESIGN LOADS: +42,0 PSF Ac -48.6 PSF. 4 TRACK BRACKETS PER SITE U11 TO 8 MARK W. t9GH1, .�- FLORIDA R EST R R FIEL No. 48495 "X3" g TRACK BRACKETS PER SIDE UP TO 10' HIGfHi . ,J �j MECHANICAL ENGINEERING 6 7AACK BRACKETS PER SIDE UP 10 12' HIGH ��I. ®p�� ao PLOT 7Qa2 9OZV x I20'H l ,NOTE SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 8585 D XE B UILDING PRODUCTS COMPANY an •XZ � BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS 8585 DUKE BLVD. t /18/9r MODELS: SHOWN GI iM5 DRAWING. MASON, OH 4$040 MYTW 83, 841 9�, 94, H93, H94� . %I^ ... Building Products (513) 770 --800 Com On fCO6D "` $ wit -24 3 MODELS 83, 84A, 93. 94 (UP TO 8'0" HIGH). H93 H94 NP TO 12'0" HIGH REv 3 27 A DDED JAMB DWG & CHART N TO PAGE 4 ISO . 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHME ff PAGE 2 O1= 2 2 ` 11/3/ REnT DWG TO 2 PAGES --- - - - - -- i) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACit 7 .3 2/13/98 REV. JAMB ATT FASTERIEP.S 0)`I PI±. TO THE 2xS VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE ' _ HOR1ONTAL JAMB 4 '12 7/00 DEL. M/N 87/94; DDS/G-40 WAS LIQS_K/G_ 60 JAMB. DOOR IS 2) EACH VERTIVQAAN A DESIGN O LOAD OF +372.8 LB & -416 LB. PER LINEAR FOOT OF JAMB. (NU LOAD FROM DOOR) rj 8 2$ 03 ADDED EXTENDED HEIGHT MODELS 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. � F 1/6 04 JAM13 ATTACHMEh4T & VENT NOTE MODIFIELI WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE ' P 2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS I OR (Fp) FOR DOORS UP TO 8'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS t : AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. (4) 2x8 PRESSURE TREATED GRADE 82 OR BETTER FASTENER DID C - SLIDE BOLT WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN RENDING FOR f TYPE 7 STILE END LOCK ENGAGES DOORS UP TO 12'0" HIGH. INTER. STILE LOCK INTO VERTICAL. Mica. No. STILE TRAGIC ONE BLOCK WALL OR CONCRETE OF FASTENERS BAR LOCK as 2.6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR C014CRM COLUMN. J PER VERTICAL OUTSIDE EACH SIDE , BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH �5 BAR EXTENDING _ JAMB HANDLE OF DOOR. INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SKe&L*BE CONTINUOUS FROM THE TIE BEAMS ° ° a INSIDE SLIDE BOLT TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. 13LOCK WALLS AND CONCRETE COLUMNS TO BE MAX O C LOCK BAR ' DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2X8 VERTICAL JAMB ENGAGES IN 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT D(rrslDE KEYED LOCK TRACK ID ON NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL. JAMBS OR SUPPORTING STRUCTURE) �OCk BAR f OCKING OF D SIDE , ( OF DOOR. SNAP LATCH ENGAGES MAXIMUM ONTO VERTICAL TRACK. ON- CENTER ONE SNAP LATCH ON - 7 DISTANCE STEEL. BUILDING TYPE FASTENER TYPE FASTENERS' WASH R SS Z i EACH SLOE OF DOOR %" INTER. STILE i SCREW 1ASTM ® BLOCK W OR CON 1 x I -3 4 N. CO TAPCO CON - 0 , S _ N MVUK R - 4 4 M - OUTSIDE KEYED --"'� �-E61D MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3% EXCLUDING STUCCO THICKNESS. HANDLE +� ' STILE e FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON- CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOM OPENING. ®CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. INSIDE HANDLE ®NOTE: A 337 INCREASE IN ALLOWABLE LOAD HAS BEEN USED IN THE DESIGN OF CONCRETE ANCHORS & WOOD FASTENERS. OUTSIDE KEYED LOCK SNAP LATCH LOCK_CHON 1" DOOR OVERLAP (EACH SIDE) — STOP MOUI PING BY DOOR INSTALLER (TO SUIT) ' JAMB PREPAItAn,QN NOTE ® 3" MIN.' 18 GA. GALV. STEEL PAINTED END STILE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW ` 2x6 WOOD JAMB 18 GA GALV. STEEL DOUBLE END STILE - PINE WOOD JAMBS WITH 5/16 "xt -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP 1'0 SEE "JAMB PREPARATION - 7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH. (14) LAG SCREWS PER SIDE LIP NOTE" ABOVE 20 GA GALV. STEEL INTER. STILE \ TO 9'0" HIGH, 15) LAG SCREWS PER SIDE UP TO 10'0" HIGH, (161 LAG SCREWS PER JAMB CONFIGURATION SIDE UP TO 11 0" HIGH. (17) LAG SCREWS PER SIDE UP TO 12 HIGH. THE METHOD OF 12 GA. MIN. GALV. STEEL E CONTINUOUS - TS D. 1- IEIGfJT MODFI ^ 83 8¢fj, 93. 94 ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS ANGLE FASTENED TO WOOD JAMB DOORS UP TO 80 HIGH WITH 5/16k1 - 5/8" LAG SCREWS SHALL BE APPROVED BY THE PROFESSIOhIAI. OF RECORD FOR THE STRUCTURE AND IN NOT TO EXCEED 14" O.C. CONTINUOUS 7/16' I.O. RWi•ID 18 GA GALV. STEEL CENTER NGE ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. ANGLE MAY BE NOTCHED DUI' AT JAMB PUSH NUT FAStETIER FASTEN TO ifTER. LE( )) I• STI 5 W 4 PREPARATION OF JAMBS BY OTHERS. . TO STRUCTURE ATTACHMENT POINTS. EACH 14x5/8" SFIF.ET METAL SCENEWS. a GALV. STEEL ROLLER ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER 2" N. Y. TR ACK 1 G0. FU GES DOOR HARDWARE TO B INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS . FASTENED TO END STILES W/ 4 EACIi TO 12 GA MIDI. GALV. STEEL TRACK CLIPS. 14x5 / S' SHEET METAL SCI# AND SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. i TRACK ATTACHED TO FACH CLIP �2) 1/4" SELF TAPPING SCREWS PER END HINGE. WITH TWO 1/4 "x5/8" BOLTS & PNUTS. DA TRACK CUP ATTACHED TO ' 2" MIN. D LONG STEM, 10 SALL STEEL ROLLER. CONTINUOUS ANGLE WITH ' END OF ROLLER STEM THREADED FOR - (2) 1/4" OW_ RW75 PER CUP. 7/16" NUT. Ir JAMB CONFIGURATION ` EXTENDED HEIGHT MODELS H93 H94 // p I" DOOR OVERLAP (EACH SIDE) RS DOO, UP TO 12'0" HIGH J- /`'' O J O3� Z J U 3" MIN. w STOP MOULDING BY DOOR INSTALLER (TO SUIT) /G�A ! f 2x6 WOOD JAMB - 1 g END STILE GA, GALV. STEEL PAINTED END STILE • 1 / z GA. GALV. STEEL DOUBLE' 20 GA GALV. STEEL INTER. STILE d ? SEE "JAMB PREPARATION - , 18 A Er ,INTER NOTE" ABOVE ' - MARK ARK W. WESTERFIELO, P.E. 1 -5/8" x 2 -3/8" MIN. x I'4CSA.TAPERED A14GLE. -� FLORIDA REGISTRATION No. 48495 SEE LAG BOLT MOUNTING DESIGN LOADS: +46.6 P.S.F. & -52.0 A.S.F. (MODELS 83, 84A, 93. 94) AT TRACK CONFIGURATILNN 6" ROU14D PUSHNUT 18 GA. GALV. STEEL CEt•TIER HINGE FASTENED DES IGN LOADS: d -46. P. S.F. & -51.7 P.S.F. (MODt1. F 193, f194) 1 NSTALLED ON EACH , TO INTER. STOLES W //i4) EACH 74x5/8" _ ROLLER SHAFT. SHEET METAL SCR . Eti4S .0o a T6.i SCALE PACE -S IZE .101" THICK 3` GALV. STEEL TRACK FASTENED TOLERMICES NOTED 2 OF 2 i6'2W x 72'O " 14 GA GALV. STEEL ROLLER HI(NGES .000 t.01S "li FASTENED TO END STILES W (4) EACH � UAien stored oux,r.iee TO TAPERED ANGLE. (RACK ATTACHED 14xS/8` SHEET METAL SCf�EWS AND •0000 = 1.007 17ATE 2/15/95 11ESfRIPTION� TO TAPERED ANGLE WITH Two 1/4 "x5 /8" f2) 1 f4" SELF TAPPING SCREWS PER DID HINGE. pegreoe = #t BOLT & NUT AT EACH MOUNTING SLOT. Buil DUKE BLVD ZL�PRY 111AVN 6Y M� DOUBLE CAR HURRICANE PAN DOOR 3" DIA. 8 -1 /2" LONNG STEM BALL BEARING STEEL ROLLER. Building Products . � ORA"ING INIA4SER REV OI'Y Q FT M (59 3 O HIO 770 8010 O CHECKED 6 Y + — �l U 1 300 ---- -- ._..._� 6 F,A D 'Ap CALCULATIONS ADDITION FOP, MR META. ADDRESS: 10480 NE 5 AVENUE. MIAMI SHORES. FL. 33138 1 MBERTO CONTRERAS, P.E FL RE # 21522 7066 SW 44 ST. MIA, FL. 33155 ' r WIND LOAD DESIGN (ASCE 7 -98) for Exp C Rf slope 10 <sl<30 SUCCION PROJECT: ADDITION FOR MR META Lenght of overhang L:=1.5 Zone a.10% min. width, 0.4 h (not less than 4% min width or 3 feet a:=3 Kzt : = 1 Kd : =.85 2 9.5 h:=24 1: =1.0 V:= 146 Kz : =2.01 h � Kz = 0.937 qz: =0.00256•Kz•Kzt•Kd-V qz= 43.47 MWFRS Cp : =.9 Ga : =.85 pMWFFRS := gz•Ga•Cp +gz•.18 pMWFRS = 41.079 pMWFRSov : =(gz'Ga'Cp +(gz•Ga•.8)) pMWFRSov = 62.814 JACK TRUSSES COEF area =10 GIRDERS AND TRUSSES COEF area >100 GCpj l := - . g GCpgl :=-.8 GCpj23 := -2.10 GCpg23:=- 1.4 GCpj2o : = -2.2 GCpg2o : = -2.2 GCpj3o : -3.7 GCWo : -2.5 JACK TRUSSES AND TRUSSES L <17.3 NET UPLIFT zonel, zone 2813 and overhang Pjl : =gz'(GCpjl -- 0.18)+ 10 Pjl = Pj23 := gz•(GCpj23 -- 0.18)+ 10 Pj23 = - 84.1 Pjover2 : =gz•(GCpj2o)+ 10 Pjover2 = - 85.6 Pjover3 : =gz•(GCpj3o) + 10 Pjover3 = - 150.8 GIRDERS AND TRUSSES L>17.3 NET UPLIFT zone 1, zone 20 and overhang Pgl:= gz•(GCpgl- 0.18) +10 Pgl = - 32.6 Pg23 := gz•(GCpg23 - 0.18) + 10 Pg23 = - 58.7 Pgo ver2 : =gz•(GCpg2o) + 10 Pgover2 = - 85.6 Pgover3 : =gz•(GCpg3o)+ 10 Pgover3 = - 98.7 COEF TO ADD TO JACK TRUSSES Kjack : =L•2 •(Pjovcrr2 - Pj1) + (a•2 •(Pj23 - Pj 1)) - I Kjack = - 459.039 COEF TO ADD TO GIRDERS AND TR L >17.3 K&der : =L•2 •(Pgover2 - Pgl) + (a•2 •(Pg23 - Pgl )).2 Kgirder = - 472.08 r WIND PRESSURE WALLS h = 24 qz = 43.47 AREA 10 SQ.FT p10w45 : =qz•(1 +.18) p1Ow45 = 51294 plOw4 : =qz•( -1.1- .18) p1Ow4 = - 55.641 p1Ow5 := qz-( -1.4 - .1$) plOwS = - 68.682 AREA 20 SQ.FT p2Ow45 := gz•(.94 + .18) p2Ow45 = 48.686 p2Ow4 := qz•( -1.05 - .18) p2Ow4 = - 53.468 p2Ow5 : =qz•( -1.3 - .18) p2Ow5 = - 64.335 AREA 30 SQ.FT p30w45 : =qz -(.91 +.18) p3Ow45 = 47.382 p3Ow4 : =qz•( -1.02- .18) p30w4 = - 52.164 p3Ow5 : =qz•( -1,24- .18) p30w5 = - 61.727 AREA 60 SQ.FT p5Ow45 : =gz•(.87 +.18) p5Ow45 = 45.643 p50w4 := qz•( -.97 - .18) p50w4 = 49.99 p5Ow5 : =qz•( -1.16- .18) p50w5 = - 58249 AREA 100 SQ.FT p1OOw45 : =gz•(.82 +.1$) p1OOw45 =43.47 p100w4 : =qz•( -.92 - .18) p1OOw4 = - 47.817 pYOOw5 : =qz•( -1.05- .18) p1OOw5 = `53.468 AREA 150 SQ.FT pl50w45 : =qz•(.8 +.18) pl50w45 = 42.6 p15Ow4 : =qz•(- .9 -.18) pl50w4= 46.947 p15Ow5: =qz•(- 1.0 -.1$) pl50w5 = AREA 200 SQ.FT . p2OOw45 := gz•(.76 +.18) p2OOw45 = 40.861 p200w4 : =qz•( -.86 -- .18) p2OOw4 = 45.20$ p2OOw5 := qz.(-.94 -.18) p2OOw5 = - 48.686 AREA 500 SQ.FT p5OOw45 := qz•(.7 +.18) p5OOw45 = 38253 p500w4 := qz•( -.8 - .18) p500w4 = 42.6 p500w5 := qz•(- .8 - .18) p500w5 = 42.6 y -- F t C2N/- -t7WSS�5,S i �= - 1 I �u °r v t I '� = mac , X. -Z 7 'A = 1 17,x- / 33) .�. Igo 15 -� C.� So aCk 2- 1 7 '� 2.D 2. 2 X �7� ° �� G �- IBC) -44 3 s = ,7-S (-3/ C 47/, O� �,'`' t �d ,s , S f V°T �.� �g tlssc� w ; 7 9 d� c4 3 2 p � so /-�4 --�*o rn Yo9f 5 C) - 90 t =� u i Hu 00 a 5x �d,�� C,/LP-,Ck -,� 9 = 1 -S)-- I`® Vim, Vt,/ . V = 3, C 1� �C. -� �� .� xl� 1 G �� _ �� _ � � �� O :�` - _- t J2, Lts 10 a 00 �50 J AXIAL + BENDING (OUT OF PLANE) MASONRY WALL (W/ 1.33 vvind increase) PROJECT-- META'S ADDITION Input Data: Grav load Pdl : =2585 Moment (Wind) Mw : =6637 lbs Height of wall (inches) h:= 108 Ibs.in Masonry allow compresive stress fin : =1500 From MASONRY DESIGN TABLES: Try reinforcing bars #6 @ 4t?"' Net Masonry Area An := 30 Radius r:=2.63 M allowable Mallow : -14518 fa := Pdl fa = 86.167 An 41.065 if it is <99 then r 2 Fa := 1 fin] 1— h J Fa = 342.737 =. 140.r) Check if fa<1.33Fa - Fb := [1.3333 17 3 ]] (] fin -- fa Fb = 580.483 1.3333 / • fine Mmax . + J Mw Mmax = 7.622.10 Fb Mmax = 7.622.10 < Mallow = 1.452 ®10 Mmax should be less than Mallow 1 / e� C) (4 ( 2 OOC) / 1 tv 5) 1 p <c> _` Thickness (in.) 4 4'/Z 5 5'/ 6 6% 7 7' /z 8 8Y. 9 9% 10 Bottom Bars #4. #4 #4 #4 #5 #5 #5 #5 #5 #6 #6 #6 #6 Spacing (in.) 12 11 10 9 12 11 10 10 9 12 11 10.1- 10 Top Bars #3 #3 #3 #4 #4 #4 #4 #4 #4 #44 #4 #4 #4 Spacing (in.) 12 12 12 12 12 12 12 12 12 12 12 12 12 T -S Bars #3 #3 #3 #3 #4 #4 #4 #4 #4 #4 _#4 . #5 #5 Spacing (in.) 15 13 12 11 18 17 15 14 13 13 12 18 17 Areas of Steel 200 .218 .240 .267 .310 .338 .372 .372 .413 .440 .480 .528 .528 in ?/ft Bottom i Slab Wt. (psf) 50, : , a8 63 '69 75 81 88 94 100 106 113 119 125 6` -0" 7407 90 63$ 814 6' -6" - 532 681 866 7' -0" 341 448 575 733 949 71-6" 288 380 489 626 814 991 8'-0" 245 324 419 538 702 857 8' -6" 209 278 361 466 610 746 909 993 9 179 240 313 405 533 653 797 872 9'-6" 153 207 272 354 467 575 703 769 936 10' - 0 " 131 179 236 310 411 508 622 681 831 951. 10' -6" 113 155 206 272 363 450 553 605 741 848 - 11'-0" 96 134 180 239 322 400 493 540 663 760 899 11' -6" 82 116 157 210 285 356 440 483 594 683 809 962 12' -0" 70 100 137 185 253 318 394 433 534 615 730 870 927 12'-6" 59 86 119 163 225 284 354 388 482 555 660 789 841 13' -0" 49 74 104 144 200 254 318 349 435 502 598 716 764 13' -6" 40 63 90 126' 178 227 286 314 393 454 543 652 696 14' -0" 53 77 110 158 203 257 283 355 412 494 595 635 14'-6" 44 66 96 182 231 255 322 374 450 543 580 15' - 0 " 56 84 124 162 208 229 292 340 410 497 530 15'-6" 47 72 1 145 187 206 264 309 374 454 .486 16' -0" 62 129 168 185 239 281 341 416 445 16'-6" 52 84" 114 150 167 217 255 311 381 408 17' -0" 44 7 101 134 149 196 232 284 350 374 63 89 120 133_ .._ .._ _. 216 259 320 343' 18'-0" 54 78 107 119 160 190 236 294 315 18' -6" 46 68 94 105 144 172 215 269 289 19' - 0 " 58 83 93 129 156 196 247 264 19'-6" 50 73 82 115 140 178 226 242 20' - 0 " 41 63 71 103 126 161 206 222 Note: See Fig. 7 -1 for reinforcing bar details. CONCRETE REINFORCING STEEL INSTITUTE G D ----T t -- ( ' F l C 4, °�, e JJ - 7 s si� --' 717 gs,John ew York, Scientific >mmittee, Institute, DESIGNAIDS ican Con- hie Rein- .t ti seismic W girders 4 ve over- n`s Girder s. Beam ie flexu- '= top and A I around :over on TABLE Al to No. 4 Designations, areas, perimeters, and weights off' standard bars to upper 3 on the C► gn flex- motional Perimeter, Unit weight percent, Bar No . D i a m e te r, in, a 1n in. per fan t,1b acent to ? 3 a -0.375 0.11 1.18 0.376 ribed in 4 a — 0.500 0.20 1.57 0.668 column 5 s = 0.625 0.31 1.96 1.043 , s below 6 4 = (1750 0.44 2.36 1.502 Y- 7 ' = 0.875 0.60 2.75 1044 ,pandrel 8 er ft and 8 1 = 1.000 0.79 3.14 2.670 :cement 9 1 s = 1.128b 1.00 354 3.400 10 1 = 1.270° 1.27 3.99 4303 T 1 1 s = 1.410b 1.56 4.43 5.313 14 1 = 1.693b 2.25 532 7.650 18 2 = 2.257 4.00 7.09 13.600 " Based on the number of eighths of an inch included in the nominal diameter of the burs. The nominal diameter of a deformed bar is equivalent to the diameter of a plain bar having the same weight per foot as the deformed bar. t Approximate to the nearest in. 731 cz v u t "` . u< v � e R F j FUEXURE 2..1-COACIOntS for dedgn o f rectangulair be8ms vAth tension L reinforcement only, f. _- 3000 PSI F. Reference- ACI 319-99 Socdons 0.3.2, 10.2, and 10.3.1-10.3.3 and ACI 318R-89 Stction 10.3.1 K.F. ft-kips cc ald Aje./An R 4r 9, = 0.85 E where K. 4r,# 4*j. AL 2.1 PL 0.90, J. - 0.59u) J r ad F = btf112,000 (fwm FLEX- URE 6) Also c6M. A�da.(A, in Sq in-) where a. 4Vj. 12,OOD �r-3000 I t S 40.CW f 98 400 eld old j. 0" S3 &MIS LIM 01#1#2 3.71 4AS am 0.024 0.988 0.030 811 0.9023 2.93 CLOOIS 3.68 MIS 4.42 0042 0.0" 0.992 0.040. 105 01=0 2.93 0.0024 3." 0.M 439 0.056 0.047 0.976 0.050 131 MOM 2.91 CAM 3.64 0.Ow 431 0069 0.054 0.971 0.060 156 OAM 2.99 tozo 362 O 434 0.083 0.071 0.965 0.070 181 0.0053 2.88 Me 3.60 0.OW3 431 0.097 0.06 0.959 0.080 206 0.0= 2.86 O.Ow 3.57 O-OW 4.S alit 0.04 0.953 0.090 230 0.4068 2.44 0004 335 ON 4 0.125 0.106 0.947 0.100 254 0 007 2.82 00060 3.53 0-0050 0.139 0.118 0.941 0310 278 00083 2.81 0.00" 3,51 0.0055 411 0.153 0.130 0.935 0.120 301 O 2." 0.0072 3.49 GAM 4.IS 0.167 0.142 0.929 0.130 324 0.0098 2.77 0.0078 -3.45.. 0.000 40. 0180 &t53 0.923 0.140 347 0.0105 2.75 0.0084 3." 00070 4.13 0. 144 &165 0.917 0.150 369 0010 2.73 00M 3.42 MOM 4.10, 0-208 (LITY 0.912 0.160 391 OAl20 2-72 0.00% 3.40 O.OM 4M 0.222 0.199 0.906 0.170 413 0.0128 •170 0.0102 3.27 0.0065 4,05 0236 e201 0.900 0.180 434 01135 2163 0.0108 3.35 0 OM 442 0.230 0.212 0.04 0.1" 4$3 0.0143 X" 0.0I14 3-33 Um 4Ak' 0.2" 0M4 0.888 0.2W 476 00150 2.65 00120 3.31 00100 3.97.', 0.278 0.235 0.90 0.210 497 0.0158 2.63 00126 3.29 0.0103 3.94• 0.292 0.248 0.876 1 0.7.24 $17 0.0165 2.61 0.0132 3.26 0.0110 3.92 0.305 0,260 0.970 QMD 537 0.0173 159 0.0138 334 0.0115 0.319 OXI 0.964 0.240 556 kolso 2.59 0.0144 LZI 0 0120 3.86 0-333 0.283 0.858 OXA M 0.0189 2.56 0.0150 3.20 00125 184 0-347 am 0.853 $94 0.010 2.54 &OIS6 3-17 GA130 IN 0361 0.307 0.847 0.270 613 0.0203 2.32 00162 3.15 0.0135 3A 0-375 0.319 0-841 0.M 631 0.0210 2.30 0.01" 3.13 0.6140 3.76 4399 0-M 0-833 O."D 649 0.0218 2.49 0W174 3.11 00145 3.13 OAM 0.342 GAO 0.300 W OAM 7-47 OAISO 3_119 GA 50 lie 0.416 0.354 0.823 0-310 04 00233 2.45 0.01116 3.06 0.0155. 3.0 0.430 0.365 0.817 0-M 701 0.0,3" 2.43 "192 3.04 0.0160 IAS 4.448 0.378 0.911 0.330 718 0.0249 7-42 0.0199 3.02 0.458 0.389 0.805 0-340 734 0.0255 2.40 OAM 300 0.472 0.401 0.7" 0.330 751 0.0263 236 0.496 0.413 0.7% 0,360 766 0.0270 2.36 0.500 0.425 0.788 0.370 791 00278 2.35- 0.514 0-437 0.782 00206 0.0160 *Values of p above light rule are less than Xa.-. p. w 2()O/f. as provided in Section 10-5. 1 of ACI 318-89. For use of this Dealon Aid, me Fkkxure Examol" I-S., 9.9. 11-12. and 16.47. 160 ® SQUARE TIED COLUMNS 10" x 10" SQUARE TIED COLUMNS 16" X 16" Sell Short columns - no sidesway f' s 4,000 psi . f = 60,600 psi Short columns - no sideaway f` = 4,000 psi f = 60,000 Bars symmetrical in 4 faces h1 in inch -kips . OP in kips Bars symmetrical in 4 faces l�M in inch -kips OP In kips . Zero Max Cap 0 fy 25 fy 50% 100% fy A f Ag Axial Max Cap 0% fy 25% fy 50% fy 100% h .1 f,' Ag BARS RHO BARS RHO Load 44 5 1.24 215 230 335 183 378 152 396 127 409 86 315 40 254 44 8 1.23 933 568 1326 504 1597 422 1750 357 1919 257 1407 102 44 6 1.76 223 246 363 192 410 158 432 129 454 81 371 40 335 44 9 1.58 967 614 1422 518 1712 433 1887 364 2100 255 1589 102 44 7 2.40 233 266 397 203 447 164 474 131 507 75 438 40 429 4410 1.98 1008 648 1542 537 1857 446 2058 372 2325 252 1820 102 44 8 3.16 244 291 435 217 488 172 521 134 565 67 513 40 534 4411 2.44 1037 685 1666 554 1995 458 2217 378 2501 241 2031 102 44 9 4.00 255 317 472 231 530 180 569 136 625 57 592 40 643 444 3.52 1124 773 1945 604 2336 494 2623 400 2997 226 2574 102 4410 5.08 269 351 516 248 580 190 626 138 697 44 689 40 776 4418 625 1320 995 2598 734 3138 588 3541 451 4117 179 3856 102 4411 6.24 277 388 538 260 601 193 648 132 723 20 710 40 879 84 6 1.38 895 599 1260 518 1525 433 1670 365 1816 261 1458 102 84 5 2.48 220 259 369 207 420 169 445 136 471 79 420 40 449 8-# 7 1.68 933 640 1373 542 1661 450 1831 376 2031 259 1706 102 8-# 6 3.52 230 302 411 228 468 181 500 142 540 70 502 40 572 "8 2.47 976 688 1503 571 1820 471 2020 389 2282 256 1976 102 84 7 4.80 244 343 461 250 524 195 663 148 619 59 597 40 700 84 9 3.13 1022 741 1643 603 1991 495 2224 403 2554 253 2261 102 8-# 8 6.32 260 391 517 277 585 211 633 155 707 44 703 40 841 8-#10 3.97 1078 809 1818 645 2207 524 2481 421 2893 248 2615 102 0 8-#11 4.88 1121 883 1993 684 2409 552 2718 436 3158 231 2917 102 Z SQUARE TWli CO� 1'1 a ' X * 2 " 8-#14 7.03 1254 1058 2404 790 2917 628 3325 481 3904 206 3718 102 0 44 6 1.22 380 330 570 272 663 228 714 192 750 134 661 58 442 12-#10 5.95 1225 970 2172 752 2635 609 2996 476 3579 238 3407 102 44 7 1.67 395 350 618 283 721 236 779 196 832 130 654 58 572 12#11 7.31 1295 1081 2409 814 2915 653 3325 501 3953 213 3816 102 4-# 8 2.19 412 374 673 296 787 245 854 201 925 124 760 58 721 m 4 #9 2.78 430 401 732 311 859 258 932 206 1023 118 874 58 878 SQUARE TIED COWMNS 18" X 18" M 4410 3.53 451 435 804 331 947 270 1027 212 1142 109 1016 58 1072 4411 4.33 465 472 870 349 1002 277 1086 210 1215 92 1133 58 1241 449 1.23 1344 744 1872 646 2281 542 2516 459 2777 331 2040 130 z 4-#14 6.25 511 559 1031 400 1173 306 1280 219 1459 62 1449 58 1668 4-#10 1,57 1396 778 2016 665 2455 555 2721 467 3049 326 2314 130 91 0 4 1.93 1437 815 2170 681 2626 566 2916 472 3302 322 2672 130 8-# 5 1.72 375 353 576 288 674 239 728 200 773 134 646 58 598 4 2.78 1549 902 2510 730 3038 602 3406 494 3943 314 3229 130 0 84 6 2.44 392 386 635 308 746 253 814 208 877 128 766 68 803 4#18 4.94 1797 1124 3312 858 4021 695 4579 552 5390 279 4799 130 Z 84 7 3.33 412 426 706 331 832 270 912 217 1000 121 905 58 1031 C) 84 8 4.39 436 474 787 360 931 290 1024 2'17 1140 112 1062 68 1242 84 6 1.09 1254 728 1676 647 2056 543 2256 461 2437 338 1897 130 849 5.56 462 528 873 392 1037 313 1140 237 1287 101 1227 68 1462 8-# 7 1.48 1301 769 1810 671 2218 561 2447 472 2691 336 2211 130 8410 7.06 494 596 980 432 1169 341 12831 255 1467 85 1430 58 1929 848 1.95 1354 817 1964 700 2406 582 2670 485 2989 334 2541 130 M a ....,. 8-# 9 2.47 1413 870 2132 732 2610 605 2913 500 3312 331 2891 130 r- $(t7ARE:iI1�CO[�1I1IS.{'4:X1n4 8-#10 3.14 1484 939 2343 774 2868 635 3221 518 3722 328 3325 130 Z 84MI 3.85 1539 1012 2559 813 3118 663 3511 534 4103 320 3710 130 2 4-#7 1.22 615 449 896 379 1062 317 1155 268 1246 191 918 78 715 8414 5.56 1702 1167 3058 920 3732 740 4246 680 6067 307 4702 130 4 4-#8 1.61 640 473 968 392 1149 327 1257 274 1375 188 1055 78 907 4-# 9 2.04 665 500 1045 407 1242 338 1368 281 1512 183 1204 78 1112 12-#'10 4.70 1662 1100 2763 883 3390 716 3833 576 4540 321 4320 130 C 4-#10 2.59 695 534 1141 426 1358 352 1507 289 1682 177 1390 78 1366 12-#11 5.78 1750 1210 3058 946 3723 767 4238 602 5074 310 4843 130 4411 3.18 716 571 1235 444 1464 364 1619 294 1804 164 1654 78 1603 4 #14 4.59 781 658 1454 494 1733 400 1912 310 2172 143 1984 78 2163 16-#'10 6.27 1844 1261 3206 992 3921 802 4483 627 5403 321 5281 130 8-4# 5 1.27 587 452 840 385 1000 322 1084 272 1182 196 925 78 745 s 0 `:t X F CO NJW',2V X.. 846 1.80 612 485 916 405 1092 336 1193 281 1303 192 1086 78 1011 84 7 2.45 640 525 1007 429 1203 354 1325 291 1472 188 1273 78 1323 4-# 9 1.00 1804 888 2401 790 2960 664 3268 666 3582 416 2584 160 84 8 322 672 573 1112 458 1332 374 1479 303 1666 183 1485 78 1677 4410 1.27 1869 923 2670 808 3163 678 3507 573 308 413 2862 160 84 9 4.08 707 627 1225 490 1470 397 1644 317 1871 175 1708 78 1994 4411 1.56 1922 959 2756 823 3367 688 3739 578 4198 407 3187 160 8-#10 5.18 751 895 1367 531 1644 427 1852 335 2127 165 1985 78 2361 4414 20 2062 1047 3156 872 3852 723 4315 600 4963 400 3966 160 8411 6.37 783 769 1500 570 1800 454 2020 346 2313 142 2210 78 2661 4418 4.00 2369 1269 4110 1000 5017 815 5702 657 6802 364 5814 160 84 7 120 1763 914 2325 816 2884 685 3186 580 3481 423 2766 160 84 8 1.58 1817 962 2505 845 3102 706 3445 593 $824 420 3187 160 84 9 2.00 1886 1015 2701 877 3339 729 3726 608 4199 418 3605 160 8410 2.64 1971 1084 2947 919 3639 759 4083 627 4675 415 4123 160 &#11 3.12 2045 1167 3207 958 3938 787 4429 642 5126 407 4592 160 8-#'14 4.5 2242 1332 3794 1065 4659 865 5290 690 6276 399 5784 160 8-#18 8.00 2718 1776 5199 1337 6394 1061 7368 811 9041 373 8672 160 1 12410 3.81 2187 1245 3434 1029 4245 841 4793 686 5622 411 5313 160 12411 4.68 2295 1355 3788 1092 4660 886 5275 714 6257 401 5975 160 12414 6.75 2604 1617 4613 1258 5679 10 6485 791 7872 387 7636 160 9 (1) "0% f indicates zero tension in bars on the tension side, °50% fy Indicates 50% f stress in bars on the tension side, and 16.#10 5.08 2398 1406 3949 1140 4881 L 5548 740 6624 413 6417 160 7 °100% fy indicates 100% f (i.e., balance point) in bars on the tension side. 18 #11 824 2545 1553 4401 1227 5394 6175 777 7451 401 7313 160 The possible MIRTerence or on another during installation must be considered in Splices and composite pile connectors should determination of pile spacing and installation provide for and maintain alignment and position of sequence. Spacing and installation sequence should the component parts of the pile during installation not cause heave or damage to installed piles when and subsequent thereto and should develop the installing ad'acent piles. required design strength of the pile section consider- ing handling, driving, and design load stresses, but 7.9 Caps and Bracing in no case less than 50 of the pile strength in Except for seismic design, the tops of all piles cut bending- off at or below ground surface should be embedded eiti�s at least 3 inches (76 mm) in concrete caps that 7.11 °plc Pile Capacities, or extend horizontally at least 4 inches (101 mm) Meth -of Installation beyond the periphery of the pile, both as designed Special provisions are required whenever it is and as built. Reinforcement normally should be proposed to: placed over the pile heads. Concrete pile caps shoal be designed for moment and shear as deep beams if (1) Construct a foundation for a structure utiliz- applicable. Transfer of horizontal, uplift, and ing piles of more than one type or capacity; moment loads should be accounted for in the design. (2) modify an existing foundation by the addi- For seismic design, the Engineer should design tion of piles of a type or capacity other than the pile connections so as to ensure that imposed those existing; curvatures and displacements under the design (3) construct or modify a foundation utilizing earthquake motions will not impair the ability of the different methods of installation or different pile to sustain design loads with a safety factor of at types or capacities of pile installation least 1.0. equipment; or Except for single piles, two-pde groups, and (4) support part of the structure on piles and piles supporting a wall load, piles in groups should part on footings. be arranged in a symmetrical pattern so that the cen- � If parts of the structure are supported on differ - troid of the pile group should coincide with the ent types, capacities, or modes of piling or founda- resultant of the applied load. A two-pile group is considered braced in the direction of the axis con bons, they should be separated by suitable joints necting the two piles, but requires bracing in the providing for differential movement. Alternatively, direction normal to this axis. A single pile must be the Engineer should show that the probable differ - braced in two directions, not less than 60 degrees, ential settlements will not result in instability of the or more than 120 degrees apart. Piles supporting structure or stresses in the structure in excess of the walls should be located alternately in lines spaced at allowable values. In the case of repair of a portion least one -half the pile diameter at cut-off elevation, of an existing foundation, the Engineer should and located symmetrically under the center of grav- inform the owner of the possible negative effects ity of the wall load carried, unless adequately the repair of a portion of the foundation may have braced laterally. Bracing should be designed to on the remainder of the structure. The provisions of resist the loads determined by analysis, but not less the Standard relating to required load tests should than 3 percent of the total load of the piles being apply separately a nd distinctly to each different braced, plus moment loads due to the allowable type or capacity of piling, method of installation, or eccentricity of loading resulting from pile misloca- type and capacity of equipment used; except where lion as noted in Sec. 7.4 and 7.6. a comparative analysis of the behavior of the dif- Piles supporting or restrained by conventionally ferent pile types, capacities, or methods of installa- reinforced or post- tensioned concrete slabs will be tion indicates that data from one type or capacity considered as braced, if analysis shows the slab can be reliably extrapolated to the other pile types meets the foregoing bracing requirements. and capacities. 14 I Concrete M asonry Section Properties Section 6 T 8,1a 6bxhshvWvvYftWaRzeCfiW Grout s secam Auperd C of spackv FUAmtW A l l S, r, 4lnits (m) {ire`1f (WI* fffFM f ) : 80 9S 105 115 125 135 24.0 139.3 133:3 4M6.3 7.t�l B 14 27 9 29,11 3".2 Hollow Crone FIWO 32:2 138.3 13'9:3 49.5 2.08 213 6 24.5 27.1 29,8 32.2 34. 1 W % none Fall. 57.3 17f.9 178.0 53.3 1.83.: 37.5 44.5 49.2' 53.9 58.6 63.3 ; Hollow 8 F� 67.5 178.9 17&0 63 3 1 51.2 55.1 5'7x7 602 66.4 HOROW 16► "0.c. .4 6.6 158.1 155.1 55.1 1,79 32.1 3l� 13 38.5 41.1 43.7 46.3 Hollow "tA c 39.1 351.8 146.8 52.2 1.87 283 32:.1 34.7 37.3 39.9 42.5 HONOW 32 " sac. 35..3 148.7 142.7 5D.7 1.91 4 5,4 3 388 433.5 Hollow �/ 0 o . F 33:0 146:8 1402. 49.9 1.94 25:2. 29:1 31.7 34.2 36.8 39:4 Hollow 433 " aC. F : 3`3.5' 145.•5' 13,'8:x$ 2. IM 96 . ?4.4 282 30.9 33.5 36.0 38.6 Hollm So* mm 39.5 144 '1374 S 1_98 , 23.9 27.3$. 30.3 329 335.5 38.1 Hollow 64`o - 29.6 144.0 U&S 48.:5 1.99 .23.5 27.4 29;9 32.5 35.1 367.7 Hollow 72 " ox 29:0 143:5 13x5 48:3 7-CRY 2 29:6 34.6 37.4 _ ,m WmA for Grout Grow Secdon Propmftsu Concrete DWmWmS (Pcf) lam, 3 S; _ UnIts C 95 105 1 125 135 Hallow ate FOce SUM 3D.0 334.0 st?l3 81.0 2.84 25.9 32.0 35.4 38.7 42.'8 45_5 Hollow none RUN -41.5 334.0 334.0 917.5 28"4 269 32.0 35,4 36.7 42.1. 45.5 00 % SoRd nmw Fide SI.5 44CL2 443..3 Ii5.3. 221 511.6 634 66. 73.1 7 9.4 85.8 Hollow FUR 91.5 4402 44.3 I. -W 221 " . 70.2 75.3 78.7 82-0 85.4 88.8 16"0 0 8U 3187:1. 378.8 90.3' 243 . 43.2 48.2, • 51:6 55.0 58.3 61.7 Hollow ' *.r - 51.3 304 378 42.8 462 49A 52.8 553 Hollow 32'" ox- 46.0 3W.5 343.7 SO.7. 2AB 35.1 40.1 43.5 46.8 502 53.6 Hollow 40 "oQ 422 2 336.7 3. 2.63.. 33:4 38Z 41.9 462 :fa 6" Hollow 48 sus;. Faom'Skmeg 40.7 351.7 3320 87-1* 2.613' 324 37.4 40.8 1 47.,5 .9 Hollow 66� O.C. s:_ $9.1 349.1 328.7 .2 .265: 31.6 4CLO 43.4 4€3.7 50.1 Hollow 84 mesas;.. 38:0 347..2 326-2 +115..6 2.70... 31:0 35.1 394 46.2 49.5 Hollow 72 3i 1 345..3. 324.3 MO 2.7'9.. 3M6 35.6 391.0 42.3 45,7' 49.1 ' Section properties used for stress cak ihftms are based on the net section through the bed joint (A 3 and S Section ; PmPmtm amocmWA wAh deformations are based on the average net section through the h3ock {3€ anti r z Section Properties for vc'dml cross sec6an {far hollow.- face shell and full mortar bedding, for Ifs /a solid, and for solid grouted) are ide nucal to those axmn for a ho=ntai crass section. TABii.63.24.2. Reinforced Wall Properties for toad Combtnetlons inoiWding Wind or Seismic Conamw Ma t Weil � t Proa�rles " d _ 0' t 8 in E 29,000,000 psi (Tame Arranged by inoreasing M,,) }; 4 Mot 6ifective Depth d = 3.8126 in s W.W0 psi ! ; f 1,350 psi f rA 1,800 Psi Out -of»Piano Resisting Moment ant and Show for Sam Positioned in tits Center of Ihe Wag 7 i1f8" t 1 + 360 poi f 1,600 psi Bar Bar bar Bar 66r oar n " 3ar $p 'tg 8or 6p8oit� A paing off, �i pat'i1 9 � . N{s . nt 6i .. ltt n$�R. n- fblft). .ice (in). Ott ....izp.: )...�Ip�R itit�/#t tt ) lam. 8 ` 8 1.17 36,762. 4 R4 0. 10 19,f?8. 8" 1.'I9 X0;148 .8 72 4?AS 11.004" 7 8 0.90 25,344 8 72 0. 13 11,. . 7 0 0.00 37,529 4 ' 24 CAD 11,130 6 8 0.60 23 6 56 0.00 10,406 6 0 0.66 28.602 1 72 0. 10,018 . 8 16 0.59 22,445 6 40 0,00 10,83 8 16 0.69 24,073 6 58 .0.0.9 10,463 5 8 0.47 21.828 7 72 OAD 10,110 0 0 0,47 23,348 0 40 0.09 90.301 7 10 0.46 30,887 6 64 0,08 0,105 7 10 0.45 22,617 8 04 ObB 9 ► 148 8 24 0. 40 20,053 5 48 0.08 0,017 8 24 0,40 21,741 8 96 0.10 8,928 6 16 0.33 10,332. 4 32 0.08 0,408 6 16 0.33 20,880 6 48: 0.08 8,712 4 8 0130 19.088 B 98 0.10 8.310 4 8 6,30 20,601 4 32 0.08 8,441 7 24 :0.30 10,765 8 72 0.07 SA93 7 24 0.30 20,262" 6 72 0.07 8,130 X 8 32 0.30 18,649 7 96 0.08 t02 8 32 0,3O 20,168 7 96 6.08 0,114 . 8 40 0,24 11,647 5 56 0.07 7 0 40 0.24 18,908 5 56 0,07 7,407 5 16 0.23 17,512 4 40 0.06 %"1 5 18 0,23 18,836 8 1213 0.08 1,142 7 U 0,233 11.298. 8 120 US 0.648 32 0.23 10,617 4 40 0,06 6,806 0 24 0.22 17,194 5 64 0,06 600 6 24 0.22 18,484 6 4 0 *06 6,534 8 48 0.20 16,620 6 86 0.00 6;07 8 48 0,20 17,066 7 120 OAS 8,491 � 7 40 048 16,188 7 120 0.08 6,08 7 40 OAS 17,30 8 96 0.00 8,88' 6 32 0,17 18,677 S. 72 ' Q-00 6,788 6 32 0.17 1+0, 790 6 72 U 6,806 6 24 0.10 16,341 4 48 0.05 SAN 6 24 OAS 18,420 4 48 0.00 S,70S 4 10 0.15 15,185 4 68 0,04 4,073 4. 18 0,15 16,227 4 56 0,04 4,890 7 48 048 16,165 6 120 0.44 4,660 7 48 OAS 1027 8 120 0.04 4,878 0 40 .0.13 14,447 5 00 0.04 4.330 8 60 0.17 18,306 5 96 0,04 4,366 8 68 0.17 14,246 4 84 0,04 4X4 6 40 0.13 14,518 4 64 0.04 4,276 7 86 0.13 12,908 4 12 0.03 3,700 7 50 0.13 13;909 4 72 0.63 3,803 6 32 4:12 12,798 6 120 0,08 3,4jl 8 64 0.16 1$ 6 120 0.03 3,485 8 04 0.16 12,466 4 98 0.03 2,US 6 32 0.12 12,8 4 90 0.03 2,852 6 48 0.11 12,140 4 120 0.02 2,974 6 48 0.11 12,985 4 92D 6.02 2,262 '°° 7 04 0,11 11,374 7 64 0.11 12,171 9 CL CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS CONCENTRICALLY LOADED IN AL SQUARE FOOTINGS fl, = 3 ,000 psi f - 60AM psi C o = 3,000 psi f 60,OW psi PA0041 d' PRESSURE IM pot (SAFE NAMM FRODUR I= po P ,- " .. MIN. SARS EACH WAY FACTORED MIN, BARS EACH WAY FACTORED SIZE B THICK COL. 14AXIMUM WEIGHT VOLUME OF COLUMN SIZE B THICK- COL. MA9CI UM WEIGHT VOL6JME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY NESS SIZE SPACING OF BARS CONCRETE CAPACITY CINJ (IN3 (NO.-SIZE) (1 0 (9.BS) (CU. YD.) (IMPS) (10 CIN) ;NO.-SIZE) IIm (LBS) .(CU. Y0.) (KIPS) 4 Got 12 10 6-04 9.6 32 0.8 28 4 6 12 10 6 -# 4 9.6 32 0.8 61 51. O1a 12 10 7-# 4 9.0 42 0.9 35 an 5 0 12 10 7 -# 4 9.0 42 0.9 75 S 611 12 10 5-05 15.0 52 1.1 42 5'- 6 12 10 5-05 1S.0 52 1.1 90 6 Ot' 12 10 S-05. 16.5 57 1.3 50 6 On 12 10 8-04 9.4 59 1.3 108 61. 611 12 10 6 -# 5 14.4 75 1.6 59 6 6 13 10 7 -# 5 12.0 88 1.7 126 71. 01t 12 10 6 -# 5 15.6 81 1.8 68 7 on 14 10 7 -# 5 13.0 95 2.1 145 71- 611 12 10 T -# 5 14.0 102 2.1 78 7'- firH 15 10 6-06 16.6 126 2.6 165 8 On 12 10 7 -# 5 15.0 110 2.4 89 8 1- an 16 10 9 -# 5 11.3 141 3.2 187 81- 611 12 10 8 -# 5 13.7 134 2.7 100 Be- 61' 17 10 10 -# 5 10.7 167 3.8 210 91. On 13 10 9 -# 5 12.8 160 3.3 111 9'- oil 18 10 8 -# 6 14.6 204 4.5 234 91- 611 13 10 7 -# 6 18.0 189 3.6 124 91 611 18 10 7 -# 7 181.0 258 5.0 260 101- O11 14 10 8-06 16.3 228 4.3 136 101- all 19 10 8 -# 7 16.3 311 5.9 287 101- 611 14 10 9-# 6 15.0 270. 4.6 149 10 6 20 10 12 -# 6 1049 360 6.8 314 11 O 15 10 9 -# 6 15.8 284 5.6 162 111. all 21 10 9 -# 7 15.8 386 7.8 343 111 611 16 10 13-OS 11.0 298 6.5 175 111- 611 22 10 10 -0 7 14.7 450 9.0 372 121. 0 16 10 11-06 13.8 380 7.1 190 121. 011 23 10 114 7 136.8 517 10.2 403 12f- 6 17 10 11 -# 6 14.4 397 8.2 204 12 6 24 10 9-08 18.0 577 11.6 04 13 0 18 10 12 -# 6 13.6 451 9.4 217 13 Ott 25 10 12 -# 7 13.6 613 13.0 467 13 6 18 10 10 -# 7 17.3 531 10.1 234 13 6" 25 11 14 -# 7 12.0 744 14.1 503 141- 01t 19 10 10 -# 7 18.0 552 11.5 248 14 OR 26 11 11-08 16.2 793 15.7 538 14 6 19 10 11 -# 7 16.8 630 12.3 266 14'- 6aa 27 11 12- 15.3 897 17.5 573 151. On E0 10 11 -# 7 17.4 652 13.9 281 151. 01a 28 12 124 8 15.8 929 19.4 610 151. 6't 20 10 13 -# 7 15.0 797 14.8 300 151. 611 28 12 11 -# 9 18.0 1122 20.8 651 16 0 21 10 13- 15.5 824 16.6 316 161. 011 29 12 14 - # 8 14.3 1159 22.9 689 16 6 21 10 14 -# 7 14.8 916 17.6 $36 16 6 30 13 15-98 13.7 1282 25.2 728 171. 011 22 10 154 7 14.1 1012 19.6 351 17 Olt 31 13 16 -# 8 ' 13.2 1410 27.7 768 17 6 23 10 15 -# 7 14.6 1042 21.7 367 17 6 31 13 17 -# 8 12.8 1543 29.3 •814 181. Ott 23 10 164 7 14.0 1145 23.0 388 18'. Oat 32 14 14-09 16.2 1666 32.0 855 1S 6B1 24 10 16 -# 7 14.4 1177 25.4 404 18'- 6" 33 14 15 -# 9 15.4 1836 34.9 898 19 Oil 24 10 14 -# 8 17.1 1383 26.7 426 191- Oft 33 14 16 -# 9 14.8 2013 36.8 947 19 6" 25 10 14 -# 8 17.5 1420 29.3 442 19 6 34 15 17 -# 9 14.3 2196 39.9 991 20 0 25 10 154 8 16.7 1562 30.9 465 20 Olt 35 15 174 9 14.6 2254 43.2 1035 5 � 1 • • CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS f' = 3,00 psi f = 60,0W p$1 f" _ 3,000 pal 11, ;_ 6040 psi FAcroRF:[t SM PitumG 4,80 pst (8AP9 BRARi O PREBSUR! 3X6 "0 FACTOU0401 PROMS 6,400 Pe@ OWN WARING PRISSM 4,= pot) MIN, BARS EACH WAY FACTORED Him. BARS EACH WAY FACTORED 9129 8 THICK- COL. NAHIWAIa9 WEIGHT VOLUME 00 COLEMAN SIZE 8 THICK- COL,. MMIMR WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF SARS CONCRETE CAPACITY NESS SIZE : SPACING OF BARS CONCRETE CAPACITY (INJ (IN3 (No -SIZE) (IN) (LOS) (CU. YD.) (KIDS) (IL) (INN cum-SIZE) (IN) (LOS) (CU. YD.) (KIPS) 41. 611 12 10 6-04 9.6 32 0.8 93 ,14 6f 12 10 7 4 4 8.0 37 0.8 125 51. 0u .•12 10 74 4 4.0 42 0.9 115 5 on 14 10 5-05 13.5 47 1.1 154 5'- 6 11 13 10 6 4 5 12.0 63 1.2 138 5 6 11 15 10 6-05 12.0 63 1.4 186 61- Ql1 14 10 7.# 5 11.0 $0 116 164 6 1 - 01' 16 10 64 6 13.2 99 1.8 220 6 6i 16 10 6 -# 6 14.4 108 2.1 191 6 1. 6" 18 10 64 6 14.4 108 2.3 267 7 an 17 10 6 -# 6 15.6 117 2.6 221 7 1. 0" 19 10 7 -# 6 13.0 137 2.9 297 7 1 . 611 18 10 7-06 14.0 147 3.1 252 71. 611 20 10 6-47 16.8 172 3.5 340 81. OF, 19 10 6 -# 7 18.0 184 3.8 286 81- ;Q/1 2t 10 94 6 11.3 203 4.3 383 8 6" 20 10 7-07 16.0 229 4.5 322 Si- 6 23 10 1D -# 6 10.7 240 5.1 433 9 on 21 10 104 6 11.3 255 5.3 359 91. 014 25 10 11 -# 6 10.2 281 6.3 483 9 1 - 691 22 10 9 -# 7 1315 331 6.1 398 9 6" 25 11 104 7 12.0 368 7.0 538 101. 011 24 10 9-07 14.3 350 7.4 438 10 Ott 26 12 8-08 16.3 406 810 595 10 6" 25 10 104 7 13,3 409 8.5 481 10 & 28 12 94 8 15.0 481 9.5 652 11 0 11 26 11 8-08 18.0 44 9.7 526 111- O11 29 13 12 - # 7 11.5 515 10.8 713 11 6" 27 11 9 -# 8 16.5 529 11.0 572 11'- 6" 30 13 11 -# 8 13.2 646 12.2 1`77 12 0" 27 12 104 8 15.3 614 12.0 623 122 Oil 31 14 11-08 13.8 676 13.8 843 12 6" 28 12 11 -# 8 14,4 705 13.5 673 12 6 11 32 14 124 8 13.1 769 15.4 913 13 0 29 13 124 8 13.6 801 15.1 725 13 0" 33 15 134 8 12.5 am 17.2 984 131. 6" 30 13 104 9 17.3 884 16.9 779 13'- 6D 34 15 Is -# 8 11.1 1041 198.1 1058 14 all 31 14 11 -# 9 16,2 1010 18.8 834 141- 0" 35 16 124 9 14.7 1102 21.2 1134 14 6 32 14 124 9 15.3 1142 20.8 891 141 - 611 36 16 134 98 14.0 1238 23.4 1213 15'- 0 33 14 12.81 9 15.8 1183 22.9 950 15 0" 37 17 11410 17.4 1373 25.7 1294 151- 611 34 15 134 9 15.0 1326 25.2 1010 15 6" 38 17 12410 16.4 1549 28.2 1378 161- 011 35 15 144 9 14.3 1476 27.7 1072 161e on 39 18 13410 15.5 1734 30.8 1464 161- 611 36 16 154 9 13.7 1632 30.3 1135 16 6" 41 18 13410 1610 1790 34.5 1547 17 O 37 16 154 9 14.1 1683 33.0 1200 17 0" 41 198 14410 15.2 1988 36.6 1642 17 6" 37 17 134110 17.0 1902 35.0 1272 17 6f1 43 19 15 - 010 14.6 2195 40.6 1730 181. all 38 17 14410 16.2 2108 38.0 1340 181- 04 43 20 16 - #10 14.0 2410 43.0 1830 18 6 39 18 15410 15.4 2324 41.2 14098 18 6 45 20 17410 13.5 2633 47.5 1921 19 On 40 18 15410 15.9 2388 44.6 1480 19 0 45 21 18410 13.1 2866 50.1 2026 191- 611 41 18 16 - 910 15.2 2616 48.1 1552 19 6 47 21 18 - #10 13.4 2943 55.2 2121 20'- on 42 19 17410 14.6 2853 51.9 1626 20 0" 47 22 20410 12.3 3356 58.0 2231 r tajS 12 25 u N < 1 - } - -" DEVELOPMENT (Continued) INTERIOR SPANS ---TOP BARS N < 1 -i- � + 1 � at ACI cover and spacings for maximum size ag- , — 6" } gregote a= s /a" 0-041 N < t } b gds / 4.SOAs 0.235Q o �1$s N < 1 $ (( b --� 6.26 24 MIA As Cigar Spa rt'i O.�O A .AXIMUM NUMBER OF BARS IN A SINGLE LAYER IN BEAM STEM s/e" AGGREGATE Meets ACI 316.77. Maximum size source aggregate= a /s" Alternate Details for Top Bar Lengths In &wms Bosun Width, b„ (inches) 8 t0 12 14 14 .18 20 22 24 26 28 30 2 3 5 6 7 8 10 11 12 13 15 16 2 3 4 6 7 8 9 10 11 12 14 is r 2 3 4 3 6 7 8 9 10 11 12 13 2 3 4 3 6 7 tl 9 10 11 12 13 1 2 3 4 5 6 7 8 8 9 to ii 1 2 3 4 4 g 6 7 a 8 9 10 i Table 12.5 Minimum Spans for Development f :1 of Top Burs—Interior 1 2 3 3 4 5 5 6 7 8 8 9 Conti nuous Equal Spans 1 2 2 3 3 4 5 5 6 6 7 1 1• .._• Unifatas Laad 1 1 2 2 3 3 dp -$- 1.33" 4 4 4 5 3. 6. t <30 B cannot be used for exterior exposure. See Table 12.3 50%A, 50%A, t A° to 0.3338„ 100 A° to 0.3334 to Bar fnQ 3,000* Extends Aa #",+= 4,000° Extends ,50%A. 5.25 Size cut -co of to cut -off at 3 and � is N < 1 + 1 33" at ACI cover and spacings for maximum size ag- 0.3338a(I) 0.2358e, "" 4" 0.3331„(1) 0,23.51. "" b. — 6" gregate a 10 'Top bar Tap Bar Ito #10, N<I -) - ) atd= 8„ > ,> 44,== 4,> 4 1 11, J14, and #18s Same for s/" or 1" maximum size aggregate. " , " u " " e " #3 13 3.3 4 9" 13 3.3 4.9 04 17" 4'.3" 6 -2" 17" 4 6 -2" t+,XiMUM NUMBER OF BARS IN A SINGLE LAYER IN BEAM STEM 1" AGGREGATE i5 21" s' - 7 - 21" 51. 3p 7'•7" Meets AC 318 -77. Maximum size sears ate m 1" 16 27" 6'•9" 9' -10" 25v 6' -3" 9' -1" f7 37" 9'.3" 13 1 -5" 32" 8 1I -7" Beam Width, b„ (inches)8 48" 12 ° -0" 17' -5 42" 10 15 -3" 9 61" 15'4" 22' -1" 53" 13 -3" 19' -3" 8 10 12 14 16 18 20 22 24 26 28 30 j10 78" 19 -6" 28'•3"• 67" 16 24 -4" #11 96" 24 34' -10" 83" 20 -9" 30' -1" 2 3 4 5 6 7 8 9 f0 11 12 13 2 3 4 3 6 7 8 9 10 10 li 12 f14 130" 32' -5" 47' -2" 113" 28'•3° 41' -0" 1 2 3 4 5 6 7 8 9 10 10 11 f18 169 42' -3" 61 146" 36' -6" 52' -11" 1 2 3 4 5 6 7 7 8 9 10 11 1 2 3 4 5 5 6 ; 7 8 9 9 10 (1) These bar sizes will also be developed properly in adjacent shorter spans up to the limit 1.20 " 1 2 3 4 4 5 4 7 7 8 9 10 for long /short spans if extended to 0408" iq short spans. For ratios of long /short spans greater than 1.20, ! e moment distribution solution is required, and moment diagrams for individual cases should be employed. cannot be used for exterior exposure. See Table 12 -3 * ,o- 150 pcff spacing less than 6" 26 12-27 - turn T �OPMEM (Continued} Table 124 Minii; aiterior Spans for Development of One Siz Bottom Bars in Two Longths INTERIOR SPANS-BOTTOM BARS 50% As 25% A 25% A, - rT I (4.+12') (4,+12') P. Bar 3 1M A, 75% A, 4,000 75% A, Size 0.784" 0.751, a 96t, 0751, J7-Bot. bar$ -one size- 2 lengths 10-125d 9, 9. 4, >121 4d (1) 4, > (2) I- #3 12W 4 4&.7v 12" 0-7 4 SPANS -- #4 12" 4'4 4 0 4$v 12' 41•7' 4'•7"' INT9810B C01VTDVU0US 81 1 15 l 5 51-91V IqV 51-r Adjacent; Spcms: 0.83X < t. < 1.24, §6 19 7.3' 7 te Uniform Lead: L < 313 #7 26" lo-w 10 23" obt. Check: (a) 4 < (0-500 - 0.14453)4 front 1.1� 35 13 1 r-S M141, 30" 1 I-6' 1 1 1 .6 , Utcolum"A 1009 Span (b) 14 < (N,/ V.) + fa at I.P. 44 16 3 8'-10"' 38' 14'•7" 14'-7' ^ FULL 1,1',NG'r1 100% A. - 4 6# -Ito $6 21 21 40" is'-$ 16 ' Iagji� Pq CO3m6Y X11 68 26 26'-4' 590 22.7" 22 a. 4 < 0.354t. LP h. A, *- eoP/016; 1/ t- O 93 35 3r•'5 $1 31'.0 3r.3 4. < d c-- 0.045t, SUPPOW UH LOW OR COLUMN #11s 120" 46 49'-e 104' 3V•10' 44' -9" r 4 < (}.,!)) 1. + 0.04516 * w^' 150 ptf; spaci < 6'. mmke Support 06(0.3531) (I) Short 0,ors, to 0.21761., long bars, d4:5 0.24634 %oH controls. Id < 0.2651'o • 0.044 - 0.301. 12) Short Bars, .4a _c; 0,21764 long bars, V4 - 6') 15 0.17384, Long controls for Isom 010 of Minimum span, 4 > 3.133e4 larger, 1 = 3,000, : for bars #1I and forger, Pe = 4,000, SUPPOWI'SD INTO GIRDH 11 Table 12-0 Minimum Spans forDevalopinerit of Bars in Simply Sup 4� < 0.244 ported Ileams; with Uniform 1.4 ad Minialum span, e. > 4.174 X All Bars 0.667 A An San 0.667 A, (4.+ 12") PON Minimum Interior Spans for Development of Full Lentgth 3,000 Its 12 -6 4, Bar Bottom Rars psi (41 _.e) psi 14 Size t + 12') Cut-off Cut-off - 0=3A, t = 0.333A t 3,000 Compressne No No 4. > or Compression Bo 4A)00 Compressive Compression - psi Support psi Support ze of Support Size of Support #3 12 6 - 12 6 1 2•4 #4 U 6 12' 150 99 2.1 V.7' IS V 2 3 12 3 e .40 16 10 131� _ 51-10 IS# 12' 2 4 12' 3 411� 07 26 Al-r 7.1 V 23" 17' 4$'00 •12 3F.4' 4 14 12'" V.4' 4;.2& N 20% 6 IS* 4 Y.4" #5 is 4' -2" 5.30 #8 W 29 6 1 Il W 5 1. 6 a 24 9' -6 6 $ e-9 #6 V V-0` 19 44' 48' 15'•0". 37" 32w 7 12 7 26" 61-r #10 5e 11 -6 1 " 1W 10 V.V 42 q 8 l 49 " $.0 e-r 0 35" 7 V-2' J7 23 $1.0" *' 60' 62 14 24'.5' S3' 12'.3" 20 -i l' 9 12" 4' #$ -30 a.4 lo -S' -1-114 •9 44' 12'-3' 15 # 38 13'.2' ' 11 #x l 0 ' ' 10 56" 15'•7' 191.90 #10 48' 13 *# 4 1 93 .4 161-80 s 87 20 34&4 oi 75 17- 2V.7 e.4' .44 104 98' :W-7" 3W-$' if 6r 24-W A 59 16 20 #18 120' 114 2 w= 150 pots spaced less than 6 '14 9r 25'.10 W-10' 114 81: 22�-6" 26'.211 This cut-off Is Permitted orgy when*sheor at cut.* ff- (0.174, each end) is less than 7 /a Y. permissit to 120r 33•4' 42'-5' its 104 28 -1 " 361-1' including value of any "or rei Note th6t longer bars cut-off at soy 0.1 54 have higher she at cut-off. r L a STRUCTURAL CALCULATIONS APPENDIX "A.» ADDMON FOR MR WrA ADDSESS:104S0 NE 5 AV. MWMI SHORES. FI -33138 OFF", 4 ? tY rvF CONSULTING ENGINEER/ CIVIL/ STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL P.E. 21522 REMBERTO CONTRERAS, P.E _ FL RE # 21522 ` 7066 SW 44 ST. MIAMI, FL. 33155 CS-14 / x I so c J.Ava -.'Svrc:oo-=Boo0 � � :. � ",4 �3 TS1 tF.��►- t- ��,�.{- �,�'��c�3�= -��?".#� iC2.ta►'T�"' �r ..�. v n.a.. Q, S41r) (12 0,, , )l G x t 9 VWI-A� GA cis .st (fm ® �+ ® R�Y"9�a79 f". E. GONGUI.TING ENGINEER / CIVIL/ STRUCTURAL IC N,W. 07th AVE. C -101, MIAMI, FL33172 Al FL. P.E. 21522 R a C70 C7 cp C7 o, 9 9D, 7S 0, Get 0, S %x e-X 8+0, TS � �os1 y AV AV Go 000 fps( P y -4 a SAS i� t1 ;� / ,,. .... ' t {gyp® ® Cm NT® R it= Af C/;P ��Igp ®�Cl�® 'O.s ®9V 1 111�if7/YSR P.E. CONSULTING ENGINEER / CIVIL/ STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL33172 FL. P.E. 21522 'FORM 600A 2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Proj Name. META`S ADDITION Builder: Address: 10480 NE 5 AVENUE Permitting Office: City, State: MIAMI SHORES, Ft 33138- Permit Number. Owner Jurisdiction Numb Climate Zone: South 1. New construction or existing New 12. Cooling systems 2. Single f only or multi hmfly Single fannly _ a Central Unit Cap: 29.8 kBUvk _ 3. Number of units, ifmulti family 1 _ SEER 12.40 4. Number of Bedrooms I b. N/A 5. Is this a worst case? No 6. Conditioned floor area 1185 ft2 T c N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U factor 151.0 ft 0.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft 0.0 ft _ a. Electric Strip Cap: 25.5 kBtudw c. Labeled U or SHGC 0.0 ft 0.0 ft2 COP: 1.00 8. Floor types _ b. N/A _ a Slab -Oa -Grade Edge Insulation R=0.0, 60.0(p) ft b. Raised Wood, Post or Pier ft c. N/A c. N/A T 9. Wall types _ 14. Hot water systems a. Frame, Wood, Adjacent R =l 1.0, 88.0 ft T a Electric Resistance Cap: 30.0 gallons b. Concrete, lat bad, Exterior R=5.0, 2340.0 ft _ EF: 0.89 c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceding types (HR Heat recovery, _ a Under Attic R-30.0,1195.0 ft b. N/A _ 15. HVAC audits „t c. N/A (CF- Ce21mg fan, CV 11. Ducts _ HF- -Whole house fan, a Sup: Unc. Rev Unc. AR Interior Sup. R=6.0,45.0 ft _ PT- Programmable b. N/A W- C- Multimm A�IZ H Multizaae h ` ` ) Glass/Floor Area: 0.13 Total as -built points: 18833 PASS Total base points: 18839 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the F oride specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: ; Before construction is completed DATE this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553. compliance with the Florida Energy Cale. Florida Statutes. OWNERIAGENT: BUILDING OFFIC DATE: DATE: ->' Q EnergyGaugeQD (Version: FLRCSS 0.30) 'FORM 600.0 200'1 SUMMER CALCULATIONS • Residential Whole Building Performance Method A - Details ADDRESS: 10480 NE 5 AVENUE, MIAMI SHORES, FL, 33138- PERMIT* BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1185.0 32.80 6932.3 single, Clear W 1.5 10.6 32.0 70.53 0.98 2219.8 Sires, Clear W 1.5 3.5 9.0 70.53 0.79 504.1 Single, Clear E 1.5 14.0 80.0 78.71 0.99 6256.1 Single, Cdr W 1.5 7.5 12.0 70.53 0.95 805.1 Single, Clete S 1.5 5.0 18.0 66.93 0.83 995.0 As -SuIR Total: 151.0 10700.1 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 88.0 1.00 88.0 Fri, Wood, Adpw t 11.0 88.0 1.00 88.0 Exterior 2340.0 2.70 6318.0 Concrete, Int Insul, Exterior 5.0 2340.0 2.00 4680.0 Bass Total: 2428.0 6406.0 As4WR Total: 2428.0 4768.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 40.0 2.60 104.0 Exterior Wood 20.0 9.40 18810 Exterior 20.0 6.40 128.0 Adjacent Wood 40.0 3.80 152.0 Base Total: 60.0 232.0 As -Built Total: 60.0 340.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1185.0 2.80 3318.0 Under Attic 30.0 1185.0 2.77 X 1.00 3282.4 Bass Total: 1185.0 3318.0 As -Bunt Total: 1185.0 32824 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 60.0(p) -20.0 -1200.0 Slab -On -Grade Edge Insulation 0.0 60.0(p) -20.00 -1200.0 Raised 867.0 2.16 - 1872.7 Raised Wood, Post or Pier 11.0 867.0 2.08 1804.2 Baas Total: - 3072.7 As - Built Total: 927.0 6tM4.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1185.0 18.79 22286.1 1185.0 18.79 22266.1 EnergyGauge® DCA Fotn 60OA -2001 EnwgyGorg WlsRES'2001 FLRCSS v3.30 FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 10480 NE 6 AVENUE, MIAMI SHORES, FL, 33138- PERMIT* BASE AS -BUILT Summer Base Points: 36081.7 Summer As -Built Points: 42041.0 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 42041.0 1.000 (1.073 x 1.165 x 0.90) 0.275 1.000 130.9 36081.7 0.4266 15392.4 1 42041.0 1.00 1.125 0.275 1.000 13006.9 En 3 *m DCA Fort 6DOA 2001 EnWWCwugeVF18RES2W1 FLRCSS V3.30 FORM 600.0 2001 WINTER CALCULATIONS • Residential 'Whole Building Performance Method A - Details AMRESS:10480 NE S AVENUE, MIAMI SHORES, FL, 33138- PERMIT* BASE - AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type= Omt Len Mgt Area X WPM X WOF = Poi 18 1185.0 236 503.4 Single, Clear W 1.5 10.6 32.0 5.49 1.00 175A Single, Clew W 1.5 3.5 9.0 5.49 1.00 49.6 Single, Clear E 1.5 14.0 80.0 4.77 1.01 364.9 Sing, Cdr W 1.5 7.5 12.0 5.49 1.00 65.8 Single, Clew S 1.5 5.0 18.0 4.49 1.04 83.8 As -Built Total: 151.0 759.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 88.0 0.50 44.0 Frame, Wood, Adjacent 11.0 88.0 0.50 44.0 Exterior 2340.0 0.60 1404.0 Concrete, Int Insul, Exterior 5.0 2340.0 0.90 2106.0 Bsse Total: 2428.0 1448.0 A943uHt Total: 2428.0 2150.0 DOOR TYPES Area X BWPM = Pants Type Area X WPM = Points Adjacent 40.0 1.30 52.0 Exlerlor Wood 20.0 2.80 56.0 Exterior 20.0 1.80 36.0 Adjacent Wood 40.0 1.90 76.0 Base Toat: 60.0 88.0 As -eullt Total: 60.0 1320 CEILING TYPESArea X BWPM = Points Type RValue Area X WPM X WCM = Points Under Attic 1185.0 0.10 118.5 Under Attu 30.0 1185.0 0.10 X 1.00 118.5 Base Total: 1185.0 118.5 As-Buiit Total: 1185.0 118.5 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM W Paints Slab 60.0(p) -2.1 -126.0 SWOn -Grade Edge Insulalion 0.0 60.0(p) 2.10 -126.0 Raised 867.0 -0.28 -242.8 Rawl Woad, Post or Pier 11.0 867.0 0.12 100.6 Base Total: -368,8 As-Bul t Total: 927.0 -28,4 INFILTRATION Area X BWPM S Points Area X WPM = Points 1185.0 -0.06 -71.1 1185.0 -0.06 -71.1 EnwgyGaug* DCA Form 600.0 2001 EnergyGaugeMaRES2001 FLRCSS v3.30 FORM*600A 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - details ADDRESS: 10M NE 5 AVENUE, MIAMI SHORES, FL, 33138- PERMIT* BASE AS -BUILT Winter Bass Points: 1718.0 Winter As -Built Points: 3063.5 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Comment Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3063.5 1.000 (1.009.x 1.137 x 0.91) 1.000 1.000 3483.5 1718.0 0.6274 1077.9 1 3063.5 1.00 1.137 1.000 1.000 3483.5 EnergyGeuplu 0CA Form 60OA -2001 EnnyGa geVFIaRES'2001 FLRCSB v3.30 TORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 10480 NE 5 AVENUE, MUWI SHORE=S, FE, 33138• PERMIT* BASE AS -BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2369.00 2369.0 30.0 0.89 1 1.00 234238 1.00 23424 As-&A Thal: 2342.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 16392 1078 2369 18839 1 13007 3484 2342 18833 PASS a a QW EtwgyC 6%v'm DCA Form WM 2011 ERw9yQMQ8 kAE$ 2W1 FLRCSB v3.30 F6RM 60OA -2001 Code Compliance Checklist Residential Whale Building Performance Method A - Details ADDRESS: 10490 NE $ AVENUE, MIAMI SHORES, FL, 33138- PERMIT#: SA 21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUJIUMENTS FOR EACH PRACTICE Exterior Windows & Doors 606.1 ABC.1.1 Msxlmurn:.3 cfffAq.fL window .5 .tt. door arena. Exteft & Acrpoent Wald 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: whxhWdoors & frames, surrounding waft; foundation & wall sole or sill plate; Joints between exterior wall panels at comers; utility / penetrations; between wall panels & topftftom plates; between wells and floor. EXCEPTION: Frame was where a continues Mallon barrier Is Installed that extends from and Is sealed to, the foundation to the e. Fkxus 606.1 ABC.1.2.2 Penetrallons/apenings >lAr sealed unless backed by truss or Joint members. EXCEPTION: Frame floors where a continuous Infiltration barrier Is installed that is sealed V to the perimeter, penebations and seams. Casings 606.1 ABC.1.2.3 Between wells & ceilings; peneftaHats of calling plane of top floor; around shafts, chases, sot, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top tom; attic access. EXCEPTION: Frame cdhW where a continuous Infiltration barrier Is Installed that Is sealed at the perimeter, at peneftallons and seams. Recessed Lighting Fixtures 606.1 ABC.1.2A Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, Installed Inside a sealed box with 112" chance & 3" from Insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Muttli Houses 606.1 ABC.1.2.5 Air barrier an perimeter of flea' cavily between floors. Adder Infiltrations rend 606.1 ABC.1.3 Eft faros vented to outdoors, dampers; combustion space heaters cwq* with NFPA, L haws combustion air. SA -22 OTHER PRESCRIPTIVE MEA ORES (Must be pW or exceedo by all residepyM. COMPONENTS SECTION REGAAREMENTS CHECK Water Hesters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked cke dt breaker (eWricl or cutoff must be provided. External or burls heat Irep required. Swimming Pools & Spas 612.1 Spas & hued pools must haws cowers (except scar heated). Non-commercial pooh must have a pump timer. Gas spa & pool heaters must haws a minimum thermal Of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically ✓ attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds It unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s em. Insulations 604.1, 602.1 CeilirW41n. R -19. Common wds -Frame R -11 or CBS R-3 both skies. Common ceiling & floes R -11. V EragyGaugeT" OCA Form 6001 -2001 EnergyGauge&FIaAES2W1 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The Mgber the score, the more oftient the home. 10480 NE 5 AVENUE, MIAMI SHORES, FL, 33138- 1. New construction or existing New 12. Cooling "SUM 2. Single family or multi-family Single family _ a. Central Unit Cap: 29.8 kBW/hr r 3. Numba ofunius, ifmalti -family 1 — SEER 12.40 4. Number of Bedrooms l b. NIA 5. Is this a worst case? No 6. Conditioned floor area (W) 1185 W c. N/A 7. Glass arm & type Single Pane Double Pane IL Cleat' - single Pane 151.0 At 0.0 Rz 13. Heating systems b. Clear - double Paw OA IF 0.0 fl' _ a. Electric Strip Cap: 25.5 kBtuibr — c. Tintlodw SHOC - single pane 0.0 W 0.01P COP: 1.00 _ d. Tint/odw SHGC - double pane b. N/A T 8. Floor types — — a. Slab -On- Tirade Edge Insulation R=0.0, 60.0(p) R — c. N/A b. Raised Wood, Post or Pier R =11.0, 867.0fF — c. NUA 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 30.0 gallons — a. Frame, Wood, Adjacent R -11.0, 88.0 8 — EF: 0.89 b. Concrete, Int Insul, Exterior R=5.0, 2340.0 W b. N/A — c. NIA d. N/A — c. Consavatiarn "oft — e. NIA (HR TIC awvoy, Solar — 10. Ceiling types _ DHp- Dedicated heat pump) a. Under Attic R =30.0,1185.0 W — 15. HVAC credits b. N/A (CF. Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. Sup: Uac. Ret: Una AR Interior Sup. R=6.0,45.0 fl W- C- Multizone coding, b. NIA MZ H- Multizon heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or excmded) g in this home before final inspection. Otherwise, a new EPL Display Card will be completed coot' based on installed Code compliant features. a ys 6 Builder Signature: Date: Address of New Home: City/FL Zip:Cp *NOTE. M home's estimated energy performance score is only available through the FZA/RES computer program. This is Wj a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStO designation), your home may qualify for energy e, f elency mortgage (EW incentives f you obtain a Florida Energy Gauge Rang. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www fsec. ucf.'edu for information and a list of cerfifted Raters For information about Florida's Energy Effickncy Code For Buil dchng Construction, contact the Department of Community Affairs at 8501487 -1824. EnergyGaugeS (Version: FLRCSB v3.30) Residential System Sizing Calculation Summary Project Title: Code Only 10480 NE 5 AVENUE META!$ ADDITION Professional Version MIAMI SHORES, FL 33138- Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humid' data: interior RH 50% Outdoor wet bulb Humidity difference r. Winter design temperature 47 E Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tempe rature difference 23 F Summer temperature difference 15 F Total heating load calculation 22241 Btuh Total coolina load calculation 34023 Stuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 114.7 25500 Sensible (SHR = 0.75) 94.1 22350 Latent 80.4 7450 Total 90.2 29800 WINTER CALCULATIONS Winter Heating Load for 1185 sqft Load compo nent Load Window total 151 sgft 3473 Btuh wall total 2428 sgft 7880 Btuh ay Ot Door total 60 sgft 580 Btuh Ceiling total 1185 sgft 948 Btuh Floor total See detail report 2503 Btuh Infiltration 229 cfm 5798 Btuh Dam) Subtotal 21182 Btuh v Fbare(91 %) Duct loss 1059 Btuh TOTAL HEAT LOSS 22241 Btuh SUMMER CALCULATIONS Summer Cooiin Load for 1185 soci ft Load comDo nent Load Window total 151 sqft 7164 Btuh �,c"xxer�xa�a Wail total 2428 sgft 5262 Btuh Door total 60 sgft 624 Btuh M' 4� Ceiling total 1185 sgft 1659 Btuh Floor total 867 Btuh � cenmsscs�) Infiltration 219 cfm 3618 Btuh . Internal gain 2400 Btuh fit Subtotal(sensible) 21594 Btuh Duct gain uh Total sensible gain 23754 " + �' Latent gain(infiltration) Btuh EnergyGauge@ syste zln, seed on A Manual J. Latent gain(intemal) 920 Btuh PREPARED PREPARED BY: � Total latent gain 9270 Btuh DATE: TOTAL HEAT GAIN 33023 Btuh EnergyGauge@ FLRCPB 43.30 :,Vk =_. C t+ 1 . 1. New omshvcdm or odsting NOW tt z,' ;.+r! Y. mu x;ui;. Sha& tasa. !:I rt f ✓..z. ° I: 4. `i Siba ;wm :I3, 'N .:.�. 6. C VadWand t;i -f:' am I I A :/ i::l FJx.• Labd odUar SHGC 1 f is 0 IP + 5/ b. 1 +_ t Wood Not or E. MA b. 3 i.h w t?_ F3: +: tip; cw 0 23 40.0 A V" f. �. MA iL „ISM '. yic R 1185. 11. Daft i L SW U Um Si, 1' S up , .. ._.y } 1• } TO ias1�E5 "11; i:: s;t it r r_- r f R frf • .�: vc t _ f, •! r = r ' r1, ti kr 1.1 •' 1 + ,� YY• _ f � f � "� a .� s - -_s f„ -�t t1 :Fti v -. .•r r: , !. any , e=�: - :t r�" .�i F "'. f .yt l� f' +■ %;�, f =4.y � : -.f- 'a.- _ ! _ FORM A-2001 SUMMER CALCULATIONS Residential hole Building Performance - DeWW 10W W aA M W PENAff ilk AS-BU GLAW Es .18 X Condffiened X DSPM - P(A Floor Area Type/SC Ont Lon Hgt Area X SPM X SOF = Parft .18 41 W 1.3 40.6 32.0 70.63 OAS MS Ckw 141 1.5 3.5 90 70.53 0.79 504.1 1.6 14.0 804 M 0.w tM.1 V 1.5 73 12.0 'a1y% US U&I sh%ft Clow S 1.5. 80 1&0 sm OA3 W.0 Taftft 1ffi1.0 10MI WALL TYPES Ama X = Poinis Type R V X = Points 88.0 4.00 �.0 F YVood, 11.0 t?8 0 110D Std Q EAMW 2340 0 2 7tt 6316.0 1111 ft" 80 Q 2 dwo Tomb .0 F 47 OU DOOR S Arta X SSPM ; Path T .X Pt�s 40.0 2.50 404.0 Woo 20.0 9.40 1 0 EAKIar 20.0 6.40 128.0 Wood 40.0 3.80 152.0 BMToft 604 Totem 60.0 CWLM TYPES Area X B" = Pat'ttt Type R-V X SPM X WA = Pant =Aft 1196.0 zoo 33180 UnderAffic 3QQ 116&0 2.77X1.00 4 F 11 33180 T o1� 11 h�. X SSPM = T R-V X Pants its 60.0(p) -20.0 - 12t0.t9 n-G f 0.0 60.0(p) ?fit On -42W RabW X7.0 _.16 - 1872.7 W'oW, t or 11 .0 W.0 2.18 1 .2 Fates ? F • .0 9E. X 88PM = P X = Points 1165.0 18.79 1 1=0 18 79 1 ECA Fom+ 80010M wa E v3.3D F 2001 SUMMER CALCULATIONS Residential Whole Building Performance e - Details a ss: 10M W 6 AVMW, R., =1W PE BASE AS-BUILT Sumnor Base Points: 36M.7 s its it Poi nts: llmio it Ta Stmw x m= c0akv Total x x x (DM x USM xAKJ) 42041.0 1.0w (10?3x 1.i85x0.9Q) 0.275 1 ,7 O .� 'i.Q 1s ®0.276 1, . WCA ftm 8000,MW E a X • f °(; `t is i Overtlam is t O w w 1 .6 1 0,8 5 l. W 17 5.4 Ow r > E 14 14 80 . 0 4.77 1.6y 384.91 + &49 1M AS-MOTatek 141.0 7a.5 Type R-V" Am X'WPM Points r i•'a air .X {. t. i t M` . 1 " f C Wr4mK fit kw ExkWw 5 . 0 2340 0 2100 f NOW Ami + b p;.,; w. Y F a +, .. R-Vgdu Wit" P oi n ts y :lSWWXoGum*EOphnQftn 0.0 60.(Xp) -tic) _�Rabwwood Podar Pier 11.0 867.0 0.12 IOU uc Area X VVPM Points FORM 60OA-2001 WINTER CALCULATIONS Residential hole Building Perfoffnance Method A - Details MMEESS: 18M W 5 AVOW MM 8WXtK FL, MW paufft BASE A34BUILT vvkftr Base Points: 171&0 WkAw t : .5 Tc Wftw X Systan m Hoong TOW X Cup X NO X S Pokft Pckft Cwnpanrt RaW MW#pW MulfipW Muier Poftft (DVx0SMxAHW 1318.t# 0.8274 1077.8 3063.5 1.00 1.137 1.000 1.000 3483.5 Er+ '- DCA Falm SX&MI ErdqrrQv3w9G8NqWtES20M FLRCS84.30 ' FORM SMA-2001 WATER HEATING & CODE COMPUANCE STATUS Residential of Building e - Details 10W W E AVEWIE, K, =11W POWIT WE ILT TER Number Of X Multoler = Total Tank EF Number of X Tank X Muftiplier X Creclit TOW 1 23OM z3w.0 38,4 8.89 1 1.88 23a38 1.88 MA CODE T COMPLIANCE lLT Coaling + Heating + "at Water = ToW Cooling + Hewfing + Hot Water = Total Poft Paid Points Points Pointe Points Pants Pdft Ism 1078 7 34U 2M I FPAb,%i J 4 ErW0030PTO DrA fam SMA -2M 1 FLRM %6.V 'FORM 2 1 Check Code Compliance Residential Whole Building Performance - Details AMMS IOM HE i AVEMM WM WIORIM FL, 3MW 100XI M E*ft&A4wW M IA80.121 W &t & or in pW left bftm ieftft wd psaft at ownw. uft wd fkw !8KI A90.4.22 Perab 11101 >1fi" b V Vm oar totheyarkndy, ww cebw 1.ASC.42.3 8dween wgb & of 8 top phft v aft . EXCEPB`IGF+i ftw cdbW wime a cwftjow Mmft bw* Is pardeawn Uld M IAW124 w► a rdl, a , b iff 8.r orTyp IC c 2.0 dmfmm V ML WASCA2.5 Ai: who snt of SM IABC .13 ftmud ftw vmftd to . NFPA, v 842.1 rv*Z4 t T 8-12. E f 8 8421 �r ft { �, ffaW hem a pmW ftw. Gas &4 842.4 WaMrAnwb� �r2fi py mbuft at L If Air QW&Wkn SVetwo 81{8.4 be cdy / vO the a#wb d S90M 4914. Ducts bt unmx0owd sftr. R4 mU HVAC Carods 407.4 ft each MM_M. bmwdon X4.1, X2.4 R• 148. G tine R»41 or C43S R-S both skin. / Comm & f R -11. V EragyGaW DGA 1='om ErArMGeu99VRNWS=M FLRCSS WD A dik •.ef .e .,, �.: s rsa�'i �! ! r f.ru,e =,tts +rtf! w 7rLa:r I r,'r tt. :r, rF+ l:�'V. •- 5.1 i�;�:; t � -• s�:n:,. d i f ! i ' „Illf . �� larrz t � x..: •sa:i t A # is sr. c[a �E'i Itl;w .rn. 4 N I r. It i i 1 EF� 1' i; ` ff7 fJ •, ..Y iF.:.t � 7 1 � N� �'hYi - 1:. > T' M,�7l2, - :F '; � i i ; "mot i,i 7 ,, f ✓f ! !" •'f'tii 1� 7 f s ,� } -� Y } ♦- `�,• 1. — r , > :..fry: — : rr of � .,. r,:%: — ,;.r�':v, t .. .: I: t > ft r .- X !/ r.t :. I 7 y t• tlt i „.. yt ,r a of / r ` rr i { t, f;i ! „' t %! £ / /% ,g/ + f i t r,' f rr r'?;v ! Of Residential System Sizing. Calculation Summary Project Title: Code Only 10480 NE 5 AVENUE META'S ADDITION professional Version MIAMI SHORES, FL 33138- Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: interior RH 5 Outdoor wet bulb 7 Humidity difference r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 22241 Stuh Total cooling load calculation 33023 Stuh Submitted heating capacity % of calc Btuh Submitted coo ling capacity % of calc Btuh Total (Electric Strip) 114.7 25500 Sensible (SHR = 0.75) 94.1 22350 Latent 80.4 7450 Total 90.2 29800 WINTER CALCULATIONS Winter Heating Load for 1185 ft Load compo nent Load ° 7 c ,, Window total 151 sqft 3473 Btuh i Wail total 2428 sqft 7880 Btuh ) - ;_ 4 %) Door total 60 sqft 580 Btuh Ceiling total 1185 sqft 948 Btuh - Floor total See detail report 2503 Btuh Infiltration 229 cfm 5798 Btuh �� Subtotal 21182 Btuh Flour�9, %] Duct loss 1059 Btuh TOTAL. HEAT LOSS 22241 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1185 Load component Load Window total 151 sqft 7164 Btuh �) wall total 2428 sqft 5262 Btuh vw recz2%) Door total 60 sqft 624 Btuh Ceiling total 1185 sqft 1659 Btuh Floor total 867 Btuh = �] Infiltration 219 elm 3618 Btuh Internal gain 2400 Btuh Subtotal(sensible) 21594 Stuh WatlB(469o, Duct gain 2159 Btuh`'� Total sensible gain 23754 Btuh Latent gain(inflftration) 8350 Btuh Latent gain (intemal) 920 Btuh EnergyGau S size "CA Marne J. Total latent gain 9270 Btuh PREPARED BY: If TOTAL HEAT GAIN 33023 Btuh DAVE: D EnergyGa FLRCPB v3.30 M IDaoe MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Town & Country Industries, Inc. CONTRACTOR LICENSING SECTION 400 West Mc Nab Road PECEIVED (305) 375 -2527 FAX (305) 375 -2558 Fort Lauderdale ,FL 33309 CONTRACTOR ENFORCEMENT DIVISION AUG 2 2 2005 (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION - - _ - - - - - - - - Z.:-j (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance OA) of: 0.050" Aluminum Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 27� EXPIRES: 11/16/2005 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDMONAL PAGES FOR SPECIFIC AND GENERAL CONDPTIONS BUH DING CODE & PRODUCT REVIEW CONUVEn=E This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director 1 ssn,i.Dade County.. .. APPROVED: 11/16/2000 Apildin C' Co Ip�ia�1co Office jpy • ••• ••• • • • • • • • • . • • • • \ VO4500011pc20001kemplateAnotIce acceptance cover par-dot • • • • • e • • • • • • Internet mail address: postmaster @buildingcodeonline.com Homepage: http:VwvCw putld od * ecom r .• •• i • . •• .• Towne & Country Industries, Inc. ACCEPTANCE No.: 00- 0327.08 APPROVED 11/16!2000 EXPIRES 11/16/2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an 0.050" aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida. Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.050" aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -159, titled " 0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated August 1, 2000, last revision #1 dated October 26, 2000, sheets 1 through 6 of 6, 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 Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion,, contamination and damage at all times. 4. INSTALLATION This 0.050" aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 61.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 00 000 . • . , ° 6.1.3 Any other documents required by the Building Official or tlit Wt jlc�4a building Code (SFBQ in order to properly evaluate the instaVjion ®f M s3yste i:: °. •� • • • • • • Helmy . MMr, P.E: r x!a Conbd1 lWininer Product Control Division 2 .... ov . ..... . ... • • • .. . . . .. .. ••• • • ••• • • Town & Cougft bdustries. Inc. ACCEPTANCE No. 004327.08 APPROVED : 11/16/2000 .. EXPIRES 11116/2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, wha originally prepared, signed and sear the required documentation initially submitted, is noger practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination. of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other proposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. •• ••• • • • • • •• 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. • • • ' • • 00 END OF THIS ACCEPTANCE . . • . • • • • Helmy A. Mbar, F. I 4 roduot • Conl'ro'i no; niner Product Control Division 3 ••• • • • • ••• . • • ••• • . •• •• . . . •• .. .... . . .... . LABEL • • LOCATION • • • • C. 2.0 1 02'02" • t/l -20 MACHINE • • .0 2 2.2 " 60 300" MAX 2 50" . .. .250" /4 -20 MACHINE • REIN (O12` • 1.05" 9.05" MIN. $CREW 12' 0 C.iSTUD • • O.CASTUD • • • (TYP. I y o 2.250` co DIRECT�ON MA i OIREC EVERSE y- • 0 o N BE EVERSEO) • �� 1.0 " .0T ` o 1.17 .07" o N m 94" 094" ,o f• - .109" .094" • • • • ir SEND. 3TE 1 7 a SEN NOTE fv o a0 4' u1 ° a '� ' " N . �0" a t .0 4" c �^ .1 "TYP • `TYP. Ci 0 • • m .t.0 ry a1 2` 125" A!0 2.00" MIN. • .00" • • d d • 12.00" COVERAGE 6.000'` COVERAGE L N.062 0" MAW A ° 2. X. • 000 • m 14.3 8. 32 ". 2.030' P 375" 2.000" 975 2.020` c •250` • • • • • • • • �o 00. " film • • O STORM PANEL 18 HALF STORM PANEL O ehx HEADER D 'U' HEADER O BUILD -OUT "Ue HEADER STUD ANGLE • OVUD ANGLE • S3 g m 004 SCALE : 3" = 1• -0" SCALE : 3' - e T -0" SCALE = 3" = i' -0' SCALE : 3' a T -0' SCALE = 3" a T -0" SCALE' 3 a 1' -0 ��&WE : 3` - 1' -0' -. • • .376" .376' • •��g � mm u • 9.525' 3.385" MAX. .1T !74�5� .190 • 1� • • w • • • 565 ^91 1 1/4 -20 MACHINE YP .886' .886" � a SCREW tt" 0%.(STUO 375" R 4' 4^ .092" •177" .440' • • • !o • DIRECT�ON MAY 655' 313" 465- 6 55"&- E .090' .090` TYP. BE REV RSEDI 1 e / 65 ". 55" m • .215 5 w,295 1 o 313` 0.090" (TYP.) ^t • • • 90` 060" .090" YM n 377" --- _ a = 30 � su m ¢ 1.00^ MIN. SYM. •315" R 91" < T _ =� o a (20 GA. GAIN. STEEL OR 48 W m gy p -.632" 5.00 "MAX. .700 2.00" LOPTIONAL OR 0.860 -T6 ALUM! Y °n LEG DIRECTION VA00AC3ALLOY) KEYHOLE 4b STUD ANGLE 5 ANGLE 8 O C -TRACK (FINISH) C -TRACK 7 BUILD -OUT F -TRACK g P' TRACK SCALE, ANGLE - TRACK 9 WING NUT O WASHER W @S.CALE = 3'- 1'- 0`OSCALE : 3"- V -0" O SCALE' HALF SIZE O SCALE =HALF SIZE SCALE : HALF SIZE OSCALE : HALF SIZE gB SCALE :HALF 512E OSCALE =HALF SIZE ©SCALE =HALF SIZE Z FASTENER CABS O.C. FOR QRAI.NO•IE& d SI„I t- DESIGN LOADS LESS THAN OR ^� .� EQUAL TO 110 P.S.F. $ 8' O.C. t THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH d Y � FOR DESIGN LOADS GREATER FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY. $ �.�a THAN 119 P.S.R. (SEE ANCHOR 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL rA0 SIDE Z uN SCHEDULE FOR ANY ACCEPTABLE BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 W , p' ANCHOR - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". tal I LA T 1" as 1/4" AX. "MAX TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. a g VIEW /� z 3. STORM PANELS SHALL BE 3004 -H34 OR 5052 -H34 ALUMINUM ALLOY _ W \4 E 0.050" THICK. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, Q O k a 1 ALUM. NGLE - 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL Z A 0f� CLOSURE PIECE t 33 Lmax., SEE STORM PANEL SPAN WOOD FRAMING XISTING CONCRETE, WITH MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED .r 1" x 2' x 0.125" MIN. TO AS FO LOWS+ J SCHEDULE -TABLE 1 HOLLOW BLOCK OR 2" x 5" x 0.125' MAX. XISTING CONCRETE, TOVM & COUNTRY WDUS•TRIE8, mm Q . TYPICAL HORIZONTAL ELEVATION HOLLOW BLOCK OR FT. LAUDERDALE, FL SCALE: 1/4". T - 0" TRAP MOUNT CLOSURE DETAIL WOOD FRAMING. SEE MWM40ADE COUNTY PRODUCE CONIROLAPPROVED ANCHOR SCHED. BASED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS WIDTH UNLIMITED ON TYPE OF STRUCTURE STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. UA.N. ULAR (PERPENDIC TO 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PANEL SPAN) PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR m e TOP MOUNT FASTENER ((oott 12" O.C. FOR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS TYPICAL SECTIONS, - DESIGN LOADS LESS THAN OR PA 201, 203, AND 202. -'• "- ;,;� EQUAL TO 110 P.S.F. 8 Q1 8" O.C. REFERENCE CONBRWCiWN TEBDNG CORP.(C.TA.) TNT REPORT No. W -028. 315`0 FOR DESIGN LOADS GREATER 7. TOP $ BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD THAN 110 P.S.F. (SEE ANCHOR CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY SCHEDULE FOR ANY ACCEPTABLE 2 WHERE APPLICABLE. \`. r 1,00" �' ANCHORI- 8, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS i m pLpro \, I 1/4^ RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND F VIEW 6S0 "0 MAX. 00 NOT INCLUDE STUCCO OR OTHER FINISHES. I HOLE C ALUM. ANGLE �\ rt /4" MAX. V CLOSURE PIECE 1" x 2^ x 0.125" MIN. TO 1/4" P OB88 0 u MAX. 2" x 5" x 0.125" MAX. / ' 315 "0 . 2 E < / , L 0 EXISTING CONCRETE, V HOLLOW BLOCK DR • ' - .5" WOOD FRAMING. SEE � t .(- ,�.650" ANCHOR SCHED. BASED EXISTING CONCRETE, W MndRU AB ILORtO (DDB \ - " ON TYPE OF STRUCTURE HOLLOW BLOCK OR 'Q r) •�� 0 �� tt . _• -- ' `TCEYHOLE810T WOOD FRAMING. rYP BDrroM Mouror BUILD -OUT MOUNT CLOSURE DETAIL WALL MOUNT CLOSURE DETAIL PRODUCT DMSION vx va TYPICAL VERTICAL ELEVATION TYPICAL CLOSURE DETAILS VLAM BwL M CODE COWUMICEOFFM """" SCALE, 1/4" a V - 0" SCALE= 1 -1/2" 0 1' -0' MN _... -. QqL b Z 00-159 " 10 17-15 sheet 1 of 6 EXISTING CONCRETE, EXISTING CONCRETE, APPRNWASCIMPMAVCHIM - • • HOLLOW BLOCK OR HOLLOW BLOCK OR $olffil 0f417A6 ILpNOCODE Cl COMNECTION TYPE • REFERENCE ANCHOR • • • • • • • W000 FRAMING. SEE WOOD FRAMING. SEE TIONAL LEG DIRECTION i, SCHEDULE FOR MAX. • , • • ANCHOR SCHED. BASED ANCHOR SCHED. BASED T CONNECTION TYPE SPACING ar • • • • REFERENCE ANCHOR • ON TYPE OF STRUCTURE ON TYPE OF STRUCTURE BY w ACTION TYPE • (TYP. TOP AND BOTTOM) pry(g10N 8 • REFERENCE ANCHOR SCHEDULE FOR MAX. PRODUCT EXISTING CONCRETE, • • • • • • a SCHEDULE FOR MAX. SPACING WIUWC=O0MpUANDECff= HOLLOW BLOCK OR M0. SPACING WOOD FRAMING. SEE • EQ. ACCI3=TANOENO. ANCHOR SCHED. BASED f: r'." Ije Ot • • /2` 2 ttV MAX. ON TYPE OF STRUCTURE • S$ i • w p: 1/4` MAX. M •a (TYP. TOP AND BOTTOM) •. • �� i6 w O - EXISTING CONCRETE, y +% • ` g - • a' � HOLLOW BLOCK OR 5 6 1 WOOD FRAMING. SEE • •° • • O_ a.�" •� ANCHOR SCHED. BASED EXISTING q.z. .'•` 3 ;z ON TYPE OF STRUCTURE < m • • GLAZIN Cl i CONNECTION TYPE EXISTING • 1- �d _ • GLAZIN I • SEE MIN. E fL ~ EXISTING d Q REFERENCE ANCHOR SEE MIN. • • • t- w� o • O: 1 r- ''. SCHEDULE FOR MAX. • • • STORM PANEL GLAZIN E B. < STORM PANEL < c. SEPARATION 1 *'.s SPACING SEPARATION b • FROM GLASS a F - r r 7/4^ MAX. FROM GLASS • • a x • • • TABLE 2 W m SEE MIN. N 2 TABLE 2 •• • e • O yI STORM PANEL W G N J « , N W EPARATION S m T w E Y ' Z FROM GLASS TABLE 2 to �..�,� m -� to N ( flu 4a MAV BE o Z ° r t= mm at to 4 b g 1 y EVERSE E ' EXISTING 1 p m 10 zo a. o_ ,, w g of e' F * g m GLAZING-- SE MIN. o w o Yo 4! O I y STORM PANEL o SEPARATION N �s L w o CONNECTION TYPE 1/4" MAX. B F ROM TABLE GLA SS REFERENCE ANCHOR 1/4 MAX. G o a . FASTENER (•S" O.C. OR 12" O.C. BUT 00 NOT Xi SCHEDULE FOR MAX. C1 CONNECTION TYPE • 5 OPitONAL TOP blO EXCEED ANCHOR SCHEDULE SPACING. USE SPACING REFERENCE ANCHOR B) UNTINO 0+ 7" 1" REMOVABLE ANCHORS ONLY W/ KEYHO XISTING CONCRETE, SCHEDULE FOR MAX. �c tg; SPACIN ^!�'` •14 x 3/4 TEK SCREW WASHER. LOCATE FASTENER IN NARROW O 4 HOLLOW BLOCK OR C y i 12 O.C. DR 1/4 -20 PORTION OF KEYHOLE WASHER 1III�AAA C q ANCHOR SH BASED LEG IONAL ION MACHINE BOLT WITH C7 CONNECTION TYPE 0. 9a WOOD ON TYPE C STRUCTURE LOCK NUT 12^ O.C. REFERENCE ANCHOR (TYP. TOP BOTTOM) SCHEDULE FOR MAX. SPACING a 2 `Q O WALL MOUNT SECTION BUILD -OUT MOUNT SECTION THREE 1/4 "0x MIN. 4- P' TRAGWDIREGT MOUNT SECTION 0 A SCALE. 3 e V - 0" O SCALE: 3 a 1' - 0- LONG WOOD LAG SCREWS O SCALE: 3" ° T - 0" 3 24` O.C. MAX. WITH 1 -3/4` XISTING CONCRETE. MBEDMENT INTO WOOD HOLLOW BLOCK OR MEMBER WOOD ROOF TRUSS ? Q WOOD FRAMING. SEE OR FRAMING MEMBER �444J 7F ANCHOR SCHED. BASED EMBEDMENT E SHALL BE PERPENDICULAR ON TYPE OF STRUCTURE TO THE PANEL FACE DG CONNECTION TYPE - XISTING STUCCO �ST. ' REFERENCE ANCHOR GLAZING oZ H I I I I FMISH OR PLYWOOD - SCHEDULE FOR MAX. L7 SOFFIT r SPACING iA 0 • , : a .a 1/4` F7 1/4" 7 1° n ' MAX. 'a ° 2" x 5 - x 1/8" , STORM PANEL 4 g 1iX 0 x CONT. ALUM. EXISTING .. SEPARATION C ANGLE OR 4- i . 3 •14x 3/4" z GLAZI FROM GLASS . 0 x 1/4 x CONT. T - EK SCREW s N <� 3 w w TABLE 2 '� ALUM. FLAT f 12" O.C. O. z m a IL TRUSSES a ° 0 QETAB. ®( PABB 7HRU° SM.) ANCHOR SCHEDULE Q MAX. EE MIN. STORM 1 q c SEE MIN. O w V4 ^• POWERS V4 •% - ' } Y PANEL SEP. FR E < i lm- STORM PANEL . j V4"• ITw CALK -IN W/ Taw w, l MW M MU O M � 1/4 "W THRU BOLTS GLASS THOLE 2 .� SEPARATION p TAPCON w/ Ire` EMBEDMENT 1 -3/4" EMBEDMENT °'• W/ LOCK NU7 12` O.C. V ` I ' FROM GLASS W W 1 -3/4" MIN. i V4 -20 . . TABLE 2 - y u EMBEDMENT STAINLESS STEEL > PERPPE� L ULA - / ASTENER, SEE DETAIL XISTING FL No. 4 g N MACHINE SCREW TO WOOD GRAIN s QANCHOR SCHEDULE, GLAZING s PE x z GONG. NJ= CON(L .BLOCK 1400D FOR MAX. SPACING �r �' • v Q S E ?• TWO 2" x .� T 3 10 4 12" S" x 1 /B" O1 CONNECTION TYPE Lq ALUM.ANGLE REFERENCE ANCHOR T - SCHEDULE FOR MAX. 1/4` MAX. SPACING> 1.. CONNECTION TYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR A°xmm °i°M E CH£OULE FOR MAX. WOOD PRAMING. SEE OETAILQE B ' .� 7 a.ay.q tla< SPACING ANCHOR SCHED. BASED O GEILING/FLOOR MOUNT SECTION ON TYPE OF STRUCTURE °PASS THRU° SECTION O GEIUN SECTION MOUNT/ BUILD OUT SE 00-1-1 59 SCALE: 3" e T - 0- E SCALE: 3" a 11 - 0" F SCALE: 3 e T - 0 xha°t 2 of 0 10/28/00 18:03 I I WOOD ROOF TRUSS NE 1 /4 "Ox MIN. 5" LONG - • • OR FRAMING MEMBER 1-1/ -1/2" WOOD LAG SCREWS • 24" O.C. MAX. WITH • - • • • EXISTING STUCCO F 1/2" EMBEDMENT TWO W4 Mx MIN. 4" LONG 0: • FINISH OR PLYWOOD i INTO W000 MEMBER h CONNECTION TYPE Si'lNNLE96 STEEL • • • SOFFIT I TWO t /4 "•x MIN. 4" LONG z USE V4" WOOS LAG SCREW OR ® WOOD LAG SCREWS• • $ £ 1" 1-3/4r MIN. EMBEDMENT so* EXISTING WOOD LAG SCREWS °i 0 PANELMATE RE ERENCE ANCHOR I I I I 24" O.C. MAX. WITH W •I11130x6K6TiNG GLAZIN g m SCHEDULE FOR MAX. EXISTING STUDS Lh • 000 1/2" EMBEDMENT • SPACING t INTO WOOD MEMBER L W000 FRAMIN *04"•u 1/8" •• a CONT. /SLUM. • • • Y t" z 4^ OR 1' z 6" I I MAX. CONT. 3^ x OR 4" x M000 : FRAMING REQUIRED �� • 1114 x $/4� •� B li • • • KSCR • •• TUBE (6063 -T6) CONT. ALUM. : Ili 1/2" PLYWOOD •.• D.C. T QI{o w • UBE 3 '•l Z N I I " O.C. h TEK SCREW N 1/4 "? i Od • •. • 8 @ 12" O.C. SEE MIN. STORM • MAX. sees* m g • • 0 EXISTING z` O, PANEL SEP. FROM ETWEEN a GLAZIN •' • • m _ GLASS TABLE 2 TRUSSES E£ 3 I .. j W • J F • • • 000 EE MIN. STORM fL W w — g • z • • 4E v • a PANEL SEP. FROMQ m 3. • • • • d < • • • • • rr GLASS TABLE Z a F 'g, ,� X h • • �� S • EMBEDMEN tr • • >$ g 2" x 5^ x 1/8 CONT. :• v O W "n o W� BE • ALUM. STUOOEO ANGLE N h -+ `�?..� No W/ tI4 -20 STUDS N 1 C W W W.0 12" O.C. 9 _ '' w W EXISTING w t Zo 1 EMBE MEN n y v GLAZIN hea - - g z SEE MIN. 1 z F3H STORM PANEL g E E < W .1 LL SEPARATION 8 FROM TWO 1 /4 "Ox MIN. 4 - LONG ,•'' :� N TABLE 2A55 IL STAINLESS STEEL ;a SS ir WOOD LAG SCREWS 1 • ¢ g 04 CONNECTION TYPE 24^ O.C. MAX. WBTH a a, REFERENCE ANCHOR 3/4 MIN. EMBEDMEN z. ' z ;; 4 b MAX. /4" MAX. Q O It mil FOR MAX. IN CENTER OF STU05 r, £ u 1/4 "•x MIN. 2 -1/2" LONG IN 1" SPACING STAINLESS STEEL CONNECTION TYPE C� WOOD LAG SCREW (d 12" O.C. \ REFERENCE ANCHOR 2" x 6 P.T. CDNT. W/ 1 -3/4" EMBEDMENT u SCHEDULE FOR MAX. SPACING OZ X I STING CONCRETE, W000 BLOC KIN INTO WO00 BLOCKING ® I I I HOLLOW BLOCK OR b k WOOD FRAMING. SEE p� ANCHOR SCHED. BASED BUILD- OUT/FLOOR MOUNT SECTION 3 ON TYPE OF STRUCTURE O CEUNG/BUILD - OUT MOUNT SECTION SCALES 3 1' - 0" O 3 ® BUILD -DOWN / BUILD -OUT SECTION H SCALE, 3 - a 1' - 0" a SCALE, 3" a 1' - 0" 1 /4-20 x WITH 3/ 1/4 -20 x 3/4" MACHINE SCREW WITH .675^ x.675" - GLASS OR p x.125' SQUARE - DOOR w W SCREW HEAD SEE MIN. 1 a M STORM PANEL 4 R SEPARATION FROM 1/2" OD. x U4" IA. 3/16" TABLE 2 ASS a: yX TABLE 2 TO LOCK STRAP IN NYLON BUSHING rn 0 OR V4 -20 S.S. NUT ITYPP.1,, o PLACE USE A THUMB o < -D ETAIL L W = SCREW OR A TRUSS zW.J W Wy U HEAD BOLT �u�p 1 ' •" �y 66 •CX \v — PH IV3: 1 \ MACH x 3 /1.' CREW 01 C011R�ECrmT PE MACHINE SCREW ( WITH .675" x .675" MB. REFERENCE ANCHOR — SCHEDULE FOR MAX. I X.1 SQUARE APPI;:=A8CWKyINBVMTHE XISTING CONCRETE. SPACING SCREW HEAD tNGCODE HOLLOW BLOCK OR /16" I.D. AND 0. • WOOD FRAMING. SEE \ 7/2" O.D. x 3/16" \ , at• c i ANCHOR SCHED. BASED ♦ MINIMUM NYLON INAL Teo 'tr" o il ON TYPE OF STRUCTURE _ LOCATION BUSHING OR 1/4 -20 PROppOT NTROLOMSION er NOTE: USE OF DETAIL SHALL BE IN CONJUNCTI0N WITH AN M " NUT (GALVANIZED) OF STUD EA h "HDER •• HEADER MOUNT O C -TRACK ASS - INSIDE DE MOUNT © C -TRACKASSEMBLY -(BLOW UP) O C -TRACK ASSEMBLY [ISOME'fRIC VIENA AcCEpm=NO. o °� 00 - 159 SCALE- 3 a T - 0" SCALE, HALF SIZE N.T.S. heat 3 of 6 70/28/00 11:53 ,, EXISTING CONCRETE, • • • �' FRAMING. WOOD HOLLOW BLOCK OR • • FRAMING. SEE ANCHOR I � WOOD FRAMING. SEE • • • • • � too ' y SCHED. BASED ON TYPE EXISTING CONCRETE. 1 2 "• : _ ANCHOR SCHED. BASED • • • GE t OF STRUCTURE HOLLOW BLOCK OR 2 "n 2" • • ` 1 q WOOD FRAMING. SEE 2'n 4 • 0 055' 6063 -TB ON TYPE OF .STRUCTURE NON- �7�UCTl�RAL FWI$�it ANCHOR SCHED. BASED - 2 "n S . 'PLUM. TUBE MAVV6WIiK OR WOQO • • t•s CONNECTION TYPE ON TYPE OF STRUCTURE b • • • REFERENCE ANCHOR EM COPINECRON TYPE TYPE EMBEDMENT SCHEDULE FOR MAX. REFERENCE ANCHOR • E ANCHOp • SCHEDULE FOR MAX. _ - — - - CHE FOR M.X. ti i• ••• SPACING y� SPACIN /2" - �$ p • 2:04. �E'i .i ,., /.,sy ..:b'•t` V4' w .. /4 MAX • • S ddi !I v b 2 • • • MAX. • f lie *0 EXISTING W m o fi /2' 1/4' MAX. • • •: : • • V„1 • • • •! GLAZIN t SEE MIN. 3 1 a 4" MAX. • Z • ON v• too , STORM PANEL - - SEPARATION ¢ • a • • �' _ • FROM GLASS O w EXISTING Z • m o • TABLE 2 GLAZING-- < m I • • • .1a g • • • gr m W a F EXISTING • O• • < (t w = SEE MIN. F GLAZIN u N u STORM PANEL a 0 yr 1 • X • •7 $_ • • X ad SEPARATION x • 4 9 g FROM GLASS 1 N 0 LA v • �• °n m Q EXISTING CONCRETE. W ul •• S9 o 1 E a HOLLOW BLOCK OR TABLE 2 w WOOD FRAMING. SEE yl = m y W� MAX. ANCHOR SCHED. BASED . 40 S E a W. ON TYPE OF STRUCTURE ;+`r m y w Z z g Y ..y�gg r.li: : to ;•.:v,4 2" x 5' x 1/8' t7 N E Q 4 9 Yo w 3t CONT. ALUM. ANGLE O p 4 9 '� N V4 STUDS 8 03 CONNECTION TYPE p 12" O.C. 01 m ,+ REFERENCE ANCHOR SCHEDULE FOR MAX. o W. _ w + 04 CONNECTION TYPE IL SPACING 1/4" MAX. '` -� •� M REF E OR " IN III — � I SCHEDULE FOR MAFERENCE "n XISTING C 1 "x 2" b SCHEDULE FOR MAX. _v 0 I`I I I — III SPACING Y� , HOLLOW BLOCK OR I2 "w 2 ") SPACING I= 00 + WOOD FRAMING. SEE 2 "x 4' " 0.055" 6063 -T6 ALUM. TUBE (N � ANCHOR SCHED. BASED 2 "n S" - \ — ..N-STRUCTURAL ON TYPE OF STRUCTURE P WALL MOUNT SECTION EEX STIgqgg FINISH MATERIAL O SCALE= 3" n 1' - 0 CO�CRETE ® WOOD CEILING/ INSIDE MOUNT SECTION © WALL MOUNT/ BUILD OUT SECTION O z SCALE: 3' n 1' -0" SCALE: 3 "n T- 0" z � LONG HANDLE RI 1 1 Td I�i RIVETED TO PANEL C1 CONNECTION TYPE V -2" 1 " REFERENCE ANCHOR 1" 3 /8 "O HOLE FOR 1/4 -20 S.S. BOLT 1 SCHEDULE FOR MAX. _•_ - FASTENING PANEL ' 1 & BOLT & WINGNUT PUNCH i/2' z 1' HOLES 0V SPACIN __- _ -_ p 24' 11 C. {TYP. ADJACENT PANELS TO RECEIVE •t 20 GAGE STEEL THIS BOLT W/ PM NUT. PLACE " BE PLATE PANEL OVER EACH ADJACENT � _ °f OR 2" x 2" x 1/8" 1 PANEL AND FASTEN WINGNUT5 ANGLE "OVERLAP \ „ -- -- - - - - - -- 6063-76 ALUM. FROM THE INSIDE " b --------- ' - - - - -" 1 4' U9 TYP. HO ; YN BLOCK EXISTING �• "M PANEL HEIGHT — T -4• & MAX. DESIGN LOAD 72.00 P.B.F.) V BAY WINDOW 1/4 -20 x 1' MACHINE O INTERIOR FASTENING ANGLE ASSEMBLY SCREW STUD WITH WASHEgED WINGNUT (B SCALE: 1 -1/2" n 1' -0" PH 1/4 -20 S.S. BOLT 12" O.C. (CONNECTS & BOLT & WINGNU TO ADJACENT PANEL) A' (✓p 24" O.C. (TYP. 1 DET B & T NOTE: AFFNOIIEDABtdPLYQa81hTtHTlB 20 GAGE STEEL CONNECTION OF THE LAST THE Soto" Cdr BENT PLATE 1' OVERLAP p FOR AN OPENING WITH PANELS OR 2' x 2" x 1/8" WALL MOUNTED INSTALLED FROM INSIDE. USE • /p1r _ 6063 -T6 ALUM. S" x 2" x 1/6" x CONT. STUDDED ANGLE 2 -112" x 1 -1/4' DF THESE OETA8.5 SHALL SE IN ^ss BENT PLATE 4 " WICI NOTCHES CONJUNCTION WITH Ap h' RO�OUOT ON>SION Arsorm •v • (TYP. BOTH SIDES) HE OR 'U" HEADER TOP MAX. s..kn nr (SEE SECTION TI MOUNT. IGOODE0OBF1.1 N 01MI$ vac vu AtCIPTANCEN0 1,�1 O%0q•a_b ® TYPICAL CORNER CLOSURE DETAILS (PLAN) O OPTIONAL INTERIOR FASTENING DETAIL LSOMETRIC) 00 =159 SCALE 1 -1/2' n T -0^ N.T.S. sheet 4 of 6 10/28/00 18.01 ' N H • • MA70MUM SPACING ous DESION LOADS AND SPANS • • • L OAD MI .2 DISTANCE MI .3 EDGE DISTANCE • (y/) SPANS UP To SPAN S U A O SPANS T SPANS Ut TO SPANS UP TO •••••• ANCHOR TYPE MAX. (SEE NOTE 1) SEE NOTE 1 (SEE NOTE 1 (SEE NOTE 1) 8• NOTf? 1J 12 NOTE 1 • • • • • • • • •. CONNECTION C�ONNECTI N NTNEr ION O ECTION ONNE N ECTIO • • • • - d � (SEE $ NOTE (S E8 N (sue C2 NOTE C3 C4 3) C5 Ct (SEE C2 NOTE 3J C3 C4 C5 C7 C2 NDTE 3) C3 C4 CS Ct C2 NC3 OTE C 3j (S< 3) • • • • • I • • • • 1) C7 3 CL CS Ct 4 C5 Ct C2 C3 C4 C5 • • • • • • • • • • • • • • • m 40.0 74 44 14114114 14 14 14 14 14 14 14 14114 14 14 14 72 10 14 14 14 14 14 14 14 14114114 11.114114 14 14 14 14 13 14 12 EMBEDMENT 9 14 13 10 10 9 14 14 14 94 12 • • • • • O � *00 52:0 14 14 14 94 14 74 14 14 13 11 4 14 10 9 8 14 14 14 14 14 14 14 14 14 12 14 14 11 11 9 • • • • • • 0 itl • 62.0 14 14 14 14 13 14 14 14 10 9 14 10 - 7 7 6 14 14 14 14 12 14 . 14 14 14 14 10 12 8 9 7 T • • • M• ' n • V4-•ITWOR • ., • • •• m •• • M 1 -3/4` HIM. MIN. EMBEDMENT 78.0 14 14 14 12 10 14 14 6 8 7 14 8 6 DMENT 7 6 14 14 14 14 12 U. 14 9 10 8 14 8 6 8 7 • • � 040'1.3,000 PALL CONORME) 100.0 14 14 11 9 8 14 8 6 7 6 14 8 6 7 6 14 14 12 11 9 14 8 6 8 71141 6 6 8 7 ••• • • z « .•• *, 40.0 14 74 14 14 14 14 14-14 13 11 14 14 14 9 8 14 94 14114 14 14 14 94 14 14 ib 14 14 14 13 • • • • •� g • S2.0 14 141144 14 13 14 14114110 9 14 14111 7 6 14 14 14 14 14 14 14 14 14 14 14 14 14 12 10 • • >; • 1/4`0 POWERS CALK -DI 62.0 14 14 14 12 11 14 14 14 6 T 44 11 8 '6 5 14 14 14 14 14 14 14 14 14 12 14 14 10 10 9 N� W/ 7/8* EMBEDMENT ID b t /4 -20 STAINLESS 78,0 14 74 14 9 8 14 14 9 6 6 14 8 6 5 4 74 94 14 14 14 14 14 12 91 9 94 it 8 9 8 W Z ( STEEL MACHINE SCREW Y0 # (MR, 3,000 PAU OONO� 100.0 14 14 12 14 8 6 5 4 14 T 6 8 B S 4 14 14 14 12 11 14,11 9 7 14 11 8 9 8 _ 0 2 ,k 40.0 12 12 12 12 12 12 12 12 12112 12 12 12112 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 L7 * 52.0 12 12 12 12 12 12 12 72 12 11 12 12 9 9 6 12 12 12 12 12 12 12 12 12 12 12 12 10 11 9 V4 - 0 ELCO MALE/ FEMALE 'P,ANELMATE` W/ 62.0 12 12 12 12 12 12 12 12 1119 12 10 618 7112 12 12 12 12 12112 12 12 11 12 10 7 9 8 O. 1 - 3/4 181. EMBEDMENT b V4 - MACHINE 78.0 12 12 12 12 11 12,12 8 917 12 7 5 7 6 12 12 12 12 12 12 12 8 10 8 12 7 6 8 T R 6 WK3=Pai 100-0 12 10 10 8 12 7 5 1716 12 7 5 7 6 12 12 11 12 9 12 7 6 8 7 12 ? 6 8 7 Q� a °•d 40.0 14 14 14 14 14 14 14 14114111. 14 14 14114 14 14 14 14 14 14 14 14 14 14 14 14 14114114114, 0 0 Q 52.0 14 14114,14 14 14 14 14 14 14 14 14 12 14 14 14 14 14 14 14 14 14 14 14 14 Q V4`0 ELCO CRETE FLEX 62'0 14 14 14 14 14 14 14 14 14 12 11 70 4 14 14 14 �' W/ Mot 78.0 14 14 14 14 14 11- 14 13 10 10 9 74 14 i4 ,30 14 14 14 14 14 14 13 14 14 10 72 10 0 Z 30P.6d CM&TET47 100.0 14 14 14 14 t2 14 13 10 /4 14 14 14 11 12 11 14 14111 12111 40.0 74 14 44 11 9 13 13 13 7 6 9 9 7 5 4 14 11. 14 13 10 14 14 14 9 7 10 10 7 6 5 52.0 14 8 7 10,10 8 6 417 7 3 4 3 14 14 10 8 11 11 9 7 S 8 8 4 5 4 114 ITW OR ELCO 62.0 12 12112 7 6 8 8 5 5 416 4 3 3 13 13 13 8 7 9 9 5 5 4 6 4 3 4 3 T�MBEDIMENT 4• 78'0 9 9 7 5 4 6 5 3 4 3 5 3 10 70 8 6 5 7 B 3 4 3 6 3 3 3 ! 100.0 7 7 4 4 3 5 3 5 3 8 8 4 5 4 5 3 3 3 6 3 3 3 j Y * ( 40.0 44 14 14 11 9 14 14 14 7 6 11 it 9 S 4 14 14 14 14 94 14 14 14 12 10 74 14 11 8 T a (�� -�N 52.0 14 14 14 8,7 12 12 11 6 S 9 9 4 4 3 14 14 14 13 11 14 14 13 9 7 11 91 6 6 S _ m 1/4 POWERS CALK -IN 62.0 14 14 14 7 6 10 90 6 5 4 7 4 3 3 3 14 14 14 11 9 73 13 8 8 6 9 6 4 5 4 0 W/ 7/8' EMBEDMENT b V4 -20 STAINLESS STEEL MACHINE SCREW 78.0 12 12 9 5 5 8 6 4 4 3 6 3 3 74 14 12 9? 10 8 5 6 S 8 4 3 5 4 • 100.0 9 9 5 4 3 6 3 3 6 3 3 17 11 6 7 5 8 4 3 5 4 8 10 4 3 5 4 8 40.0 12 12 12 12 11 12112 12 9 17.12 12 10 6 5 12 12 12 12 12 12 12 12 2 12 12 70 7 6 * 52.0 12 12 12 10 6 12112 12171 6 10 10 5 S 4 12 12 12 12 10 12 12 8 7 10 10 5 6 V.�. 1/4.0 ELCO MALE/ FEMALE •PANELMATE' W/ 62.0 12 12 12 8 7 11 14 7 5 5 8 5 3 4 312 12 12 1 8 12 12 7 7 5 9 5 4 5 4 1 - V4 MM. EMBEDMENT FL 11 , Nb: O b 114 - 20 MACHINE 78A 72 12 11 6 5 9 7 4 4 4 7 4 3 3 3 12 12 11 8 6 9 8 4 5 4 8 4 3 L 3 h SCREW WITH NUT 100 - 0 110 1015 5 4 7 4 3 3 3 7 4 3 3 3 71 97 8 6 5 8 4 3 4 3 8 4 3 4 3 K% 40A 14 14 14 14 14 14 14 12 10 14 14 14 8 7 14 14 14 14 14 /4 14 14 14 12 14 14 74 10 9 APPF49M SOOMPLYM MTI'ITHE 14 14 13 11 14 14 14 9 6 14 14 7 6 5 14 14 14 14 13 14 14 14 11 9 14 14 8 8 7 SOD18 ®i1� 14 14 11 9 14 14 11 7 6 12 8 5 5 4 14 14 14 13 11 14 94 11 9 8 13 8 5 6 5 ( • ' 800 V 0 V4'0 ELCO CRETE FLEX W/ 1-V4` Mm. 14 14 9 7 13 11 6 6 S 71 6 4 5 4 14 14 14 10 9 74 /1 T T 6 11 8 4 6 5 y nEMBEDMENT PROWCTC RCLOMMON 14 8 7 B 11 6 4 5 4 11 6 4 5 4 14 14 9 8 7 11 6 4 8 5 71 6 4 6 S 8Lm"CODECOMPLIANCEOFRCE SEE PAGE 6 OF 8 FOR COMPLETE ANCHOR SCHEDULE NOTES ( ' ° M = Offog- 05 00-159 sRwi Set 6 10/28/00 97.14 ' ' . I T MINIMUM STORM PANEL SEPARATION FROM GLASS TAtlLE 1 NOTE -; T • • • • •! COLUMN 1 COLUMN 2 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE MAX. ALLOW A • ! POSITIVE ACTUAL MIN. SEP. FOR ALL MIN. SEP. FOR ALL WIND LOADS. CHEtK THEIR RESPECTIVE SPANS AND A • • • • • • • • 8 DESIGN SPAN IL) INSTALLATIONS LESS WSTALLATIONSGREATER USE THE LESSER VALUE OF THE TWO. 8 STORM P • L LOAD (W) (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE L SPAN SCHEO" •.• ! Be. • 2 • FOR DESIGN LOADS BETWEEN TABULATED VALUES ppp d E (P.S.F.) (INCHES) ( ' ABOVE USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION E • ! • • • • 2 G = • • • MAY BE USED TO DETERMINE ALLOWABLE SPANS. 2 40.0 2 -1/4 1 • - m y' a9 8 -8 3 POSITIVE OR PAN FOR gty _ • • 90 -6 5 3 -3/6 NEGATIVE PRESSURE E i SS SSURE � • � ~ 50,0 8 -8 3 2 -1/2 DESIGN LOAD (FT - IN) • • • 6V IN) • • <o. ° : 9 - 5 3 - 1/4 TABLE 2 NOTE. (P.S.F.) • • • m 600 8 -8 3 2 -3/4 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 40.0 12' -0" • %' -4" • ggg m ••• 9 -5 5 3 -1/4 DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS 45.0 11' -3" • • • •111 -1" s _ 4 -0 3 1 -1/2 . 70.0 8 -8 3 - 3 50.0 10' -H« • 90 - 9 - • m n_ • 9 -0 5 3 - 1/4 55.0 90' -2" 9' -6" • m w ••• 4 -0 3 1 -1/2 60.0 9' -9" 9' -3" • i � 1 m 80A B -4 3 3 62.0 9' -7« • 9j-1" =X e • • • • • GILD 4 -0 3 1 -1/2 65.0 9'-4" 8' -11" •�= Le a 7 -9 3 2 -3/4 70.0 W -0" 8 - -7" • W,F. E 4 lu -0 3 1 -1/2 N� 100.0 7 -3 3 2 -1/2 72.0 8' -11" 8' -4" 110.0 4 -0 3 1 -1/2 75.0 e' -8" 8'-0" Yo 6-9 3 2 -3/8 60.0 B' -3' 7 - -6' 120.0 3 -0 3 1 -1/2 9010 7 - -4" 6' -8" 6 -4 3 2-1 100.0 6' -7" 6' -0' Z 110.0 6' -0" 5' -5" 0. 120.0 5' -6" 5' -0" 130.0 5' -1" 4' -7" 140.0 4' -8" 4' -3" (p� 150.0 4' -4" 4 - -0" 160.0 4' -1" 3' -9" 170.0 3' -10" 3' -6" Q 180.0 3 - -8" 3' -4" Z � AN OR SG EDUL ANCHORNOTES' 190.0 3' -5" 3• - j FASTENER MAXIMUM SPACING VARIOUS 1.0.008 AND SPANS 1. SPANS AN� �g�pyy� HERE ARE FOR DR* En NINO pN�({0 gpp��Np ONLY. 200.0 3' -3" 3' -0" A`AB PANEL SPANS FOR SPECIFIC LOMS MUST BE LIN0TE0 TO THOSE OA MIN. 3/4• E ANOE 13H INT 1. 210.0 3' -1" 2' -10' (W) PA 5 U 5PAN UP 0 SPANS UP O Z . ENTER ANCHOR SCHEDULE BASED ON THH EXISTING 57RUCTURE _ P.S.F. SF E NOTE 1) ft NOTE 1 12• NO7E 1 CUAL TO NEGATIVE DESPG LOAD SEL UT TER ANO SELECT SPAN 230.0 2 2' -7" ANCHOR TYPE MAX. C C�O_NTNECCT�ION CON CCT THAN OR EQUAL TO SHUTTER SPAN. NOTE (SEE Y NOTE 3) (SEE NOTE 8) (SEE NOSES) 3. SEE MOUNTING SECTIggOppN DETAILS FOR IDENTIFICATION O CONNECTION TYPE. (am 1) Cl C2 C3 C4 CS C7 C2 C3 C4 C5 Cl C2 C3 C4 CS 4 ' REFERENCE ANCHOR ROR P tR A L 8%R TYPE BASEP TYPE OR 2" MIN. 40.0 14 14 14 14 13 14 14 14110 9 14114 14 7 7 EXISTING STRUCTURE. 52.0 74 76 74 11 90 14 14 14 8 7 14 14 13 5 5 S. ANCH HPONS E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' u V4'0 C WKr 4 LONG LAS SCREW 62.0 14 1L 14 9 9 94 14 14 6 6 14 13 9 4 4 6. MINIMUM EM ;FOMENT AND EDGE DISTANCE p EXCLUDES S WALL FINISH C DR STUCCO. W DE PARALLEL N1>1 AR TO 78.0 14 14 14 7 7 14 14 91 5 4 14 10 ? 4 4 7 WHERE RY. I N0 EP YW00O FASTEN Nti S ; E IN O IS EPTAB LE O ONL ROR WOOD GR 100.0 14 14 14 6 5 14 10 7 4 4 14 10 7 4 4 SIDE CLOSURSBECCPIECES. EE �p * 40.0 94 14 14 14 14 14 14 14 14 13 14 14 14 11 16 B. SHERE LAG I, L& IN STE T OF NARROW FACE 4 WOOD 3 %4 Y"I' p +v 52.0 94 14 14 14 14 14 14 14 12 10 14 14 12 8 7 EDGE DISTANCE t5 ACCEPTABLE EATER DEN5I7YMLA6 SCRE1+f5 6HALL HAVE FL h1°; tf V4"0 ELCG MALV ' SOUTH RN AINE" G =O.SS OR GR PHILLIPS PAN HEAD OR HEX HEAD. P[MALE 7ANELMATE' W/ 62.0 14 14 14 14 12 14 74 14 10 9 14 13 8 7 6 PE � t -TIC MM. EM®EOMENT 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN to V4 - MACHM 78.0 14 14 14 71 10 14 1411018 7 14 9 7 6 5 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER A AB YggMyM� � SCREW MITN NUT 9 H HEAD SIDEWALK BOLT). U.O.N. 100.014 14 13 14 9 7 6 5 14 9 7 6 5 SOt)iFl BU N0000E s 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USER. 40.0 14 14 14 iL /4 14 11 11 H I �7 'Y.00O * 52.0 14 14 14 12 12 10 8 8 4 11. * DESIGNATES ANCHORS WHICH ARgg REMOVABLE BY REMOVING MACHINE B7' SCREW. NUT OR WASHERED WINGNUT. PROOUCI' DiV1e3ON 7/16'• WOOD SIISHCN6 62.0 14 14 14 10 90 6 7 4 3 ffimraf d �v BUlL=O CODE O011PUANCE OFPICE • 1 5/C" MIN. EMBEOMEN 78.0 11 11 9 8 6 4 6 3 ACCEPIANCENO O 0 - O Q O Q. O� vx vx t V4 -ZO STAR&ESS *wxy - HI 100.0 9 9- 5 6 3 6 3 00-00-159 STEEL MACHINE SCREW Beef 6 of 6 ' 10/26/00 16;12 Miami Shores Village c� 10050 N.E. 2nd Avenue " "" Miami Shores, FL 33138 -0000 k.� . Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/8/2006 Expires: 12/31/2006 Permit Number: MC -4-06 -1039 Owner's Name: SAILESH MEHTA Ph one: (305)491 -5729 Permit Type: Mechanical - Residential Parcel #: 1122310150010 Work Classification: Addition/Alteration Block: Lot: Job Address: 10480 5 Avenue NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 PACIFIC AIR CONDITIONING AND F (305)633 - 6722 Yes Total Valuation: $ 4,450.00 C omments: R uired Inspections Rough MECHANICAL WORK FOR NEW ADDITION Rough Duct Ventilation Smoke Test Additional Information Hood Smoke Det Test Tons: ADDITION Additional Info: Final Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent. servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 MC -5-06 -24729 $166.65 Education Surcharge $1.00 Total: Permit Fee - Additions /Alterations $155.75 \(", Scanning Fee $3.00 Technology Fee $3.90 SEP 0 7 PAID Total: $166.65 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores 'pillage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING D Permit No. �� '` l � PERMIT APPLICATION AR 2 2006 aster Permit No. FBC 2004 BY:- Permit Type (circle): Building Electric 1 PI ing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ) L 6 fV 'F-7� f 4 Phone # Owner's Address n City M I State s Zip TenanvLessee Name Phone # Job Address (where the work is being done) 10PO 146- S d yIffi) ;'f 1. City Miami Shores Villaee County . Miami -Dad FOLIO l PARCEL # _ 4 It � r l�,-g SO PD Is Building Historically Designated YES NO # -(3-0 , r z- Contractor's Company Name - � ft,; �, A Phone y ) Contractor's Address City Stat Zip, Qualifier Name Phone # �� 6 34 6 4 State Certificate or Registration No. ,,� B i Certificate of Competency No. P& 7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this permit $ d Square /Linear Footage Of Work: _Type,of Work: DgAddition ElAlteration -- []New ❑ Repair/Replace ❑ Demolition Describe Work: .0 z rp <I vj ,S jwrw / 3 Submittal Fee $ Permit Fee $ CCF $ CD C0/CC Notary $ Training/Education Flee $ Technology Fee $ 5 -. 0. Scanning $ (S - Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ tt Structural Review. $ Total Fee Now Due $ l See Reverse side 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: #s a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good fai& at a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subjec attachment. Also, a certified copy 'of the recorded of commencement must be posted at the job site for the first inspection which o seven (7) drays after the building permit Vissued. the absence of such posted notice, the inspection will not be approved and a re be charged Signature Signature' r or Agent Contractor The fore oin gins ac ed before me this The foregoing instrument was acknowledged before me this �. g g g � � g4 g g day of 20 ®�0, by day of ®' ®� . 20 4, by wh s p rsonally known a or who has produced o is personally known to me r who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: OFFICIAL SEAL °gaArPUO ELOISE CUETO Sign: COMMISSION NUMBER Sigh: q�. MY COMMISSION EXPIRES Print: Print: �� WE 14,2006 ::J! ULJW IQ %1PUNUMV MY COMMISSION # DD 286W My Commission Expires MylCommissibn Expires: e ;= EXPIRES: February 2, 2008 : �tx�e�: ��es� ��r�c�e�a��e�e�: ��t�r��ru��e�r�e�a��ae��rx��e�r��r��e�e�r��r�a : ��,r�,r��r��r��s�,��r �''•. •��rA4�# ers APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) I Inspection Worksheet 9 Miami Shores Village �. ... 2.003- l 1+78 2 L . 10050 N.E. 2nd Avenue Miami Shores, FL 6P �LtJRiUp' Phone: (305)795 -2204 Fax: (305)756 -8972 \C Inspection Date: June 30 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: MEHTA, SAILESH Work Classification Addition /Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 1 0 Project: <NONE> Contractor: PACIFIC AIR CONDITIONING AND RE FRIGERATION Phone: (305)633 -6722 Building Department Comments MECHANICAL WORK FOR NEW ADDITION Renewed per NB Inspector Comments Passed Failed Correction Needed vy_� 00 Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. c % o For Inspections please call: (305)762 -4949 June 29, 2009 age \� 4� ..r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..:::.:....:.:.::.:::..::..:: .. ..:..:.::::::: : ::....:.. :.... f :: ::�.::: . Inspection Date: 0912512006 Permit Type: Electrical - Residential Inspector: Devaney, Michael n� Inspection Type: Underground Rough Owner: MEHTA, SAILESH 6�� Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: - Lot: Contractor: ELECTRIC POWER & LIGHT INC Phone: (305)389 -8848 Building Department Comments Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, September 26, 2006 Page 2 of 2 Miami Shores Village c� 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/812006 Expires: 10 122/2004 Permit Number EL -4-06 -1040 Owner's Name: SAILESH MEHTA Ph one: (305)491 -5729 Permit Type: Electrical - Residential Parcel #: 1122310150010 Work Classification: Addition /Alteration Block: Lot: Job Address: 10480 5 Avenue NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 ELECTRIC POWER & LIGHT INC (305)389 -8848 Yes Total Valuation: $ 6,500.00 C omments : Re uired Inspgctions ELECTRICAL WORK FOR NEW ADDITION Alteration Underground Rough WW Service Change Additional Information Meter sox Fire Alarm Type of Work: ADDITION Additional Info: Relocation Classification: Residential Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $4.20 EL -5-06 -24730 $241.79 Education Surcharge $1.40 Total: Permit Fee - Additions /Alterations $227.50 Scanning Fee $3.00 p p Technology Fee $5.69 L SEP 0 , 7 "AID Total: $241.79 �� Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: Sj 756.8972 BUILDIN 2 Lq 2240, Permit No. �-- "' l �� D G PERMIT APPLICATION muster Permit No. FBC 2004 Y ` r a A.. Permit Type (circle): Building Elec ' al Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) o " A iL& A Mt Phone # C3P T) Owner's Address r X'✓ City m M f State , Zip / Tenant/Lessee Name Phone # Job Address (where the work is being done) /® gC) N . e � Ale . City Miami Shores Village County Miami -Dade Zip :33 ) 3 FOLIO / PARCEL # &7 �, d` j` anfz 50 131) ®9 P 13 tle P 5 Is Building Historically Designated YES NO Contractor's Company Name leaj-riG p ®tom f �` L��' Inc. Phone # .trc; , - 36(- Contractor's Address 19815 . &O` Ante. Bcx•l 4- 10`7 City H i \ State `F L. Zip 3 3 01 S Qualifier Name AxYr e_Ac� Hc,4 Phone # 3 38 State Certificate or Registration No. 1= (Z 13o I A Co (oL/ Certificate of Competency No. 9q C— VC10 91 � Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit Square / Linear Footage Of Work: e- Type MAddition [Alteration ❑New ❑ 'Repair/Replace E] Demolition Describe ` Work: -4 r ` cL _ T� Cdr Submittal Fee $ Permit Fee $ �� I' °S �� CCF $! �� CO /CC Notary $ Training/Education Fee $ . Technology Fee $ T5 Scanning $ 3 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ - / 9 See Reverse side 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 subje to attachment. Also, a certfwd copy of the recorded`:notice of commencement must be posted at the job site for the first inspection w ' h occurs seven (7) days after he building permit is issued. In the absence of such posted notice, the inspection will not be approv eimpection fee w' e charged Si ature gn Signature er gent Contractor The foregoing instrume w acknowle before me this D The foregoing instrument was acknowl d before me this°_ O day of 20 by. day of 200,_x, by , who iRJE1 s a or who has produced who i rsonally know me or wh as produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY LIC: OFFICIAL SEAL, OFFICIAL SEAL o pv ELOISE RaA� ELOISE VETO Sign: MMI Sign: DD119510 k., @ DD119s10 Print: MY COMMISSION Print: My CO MMISSION EXPiRrik JUNE 14, 2008 JUNE 14.2!0& My Commission Expire r My'Commi APPLICATION BY /6 � �e�Plans Examiner Engineer Zoning (Revised 02/08/0 • ••• .,. 10050 NE 2nd Ave Miami Shores, FI 33138 ®�-1 2 2006 Phong X 305- 795.2204; Fax 305 - 756.8972 •; • • ;wsvyl►.miamishoresvillage.com B Y.---- ... . ... . . . DATE: tt'� .... .. ... HOLD HARMLESS . ......... . .. .. . ....... PROPERTY LOCATED AT: !Qq! ?7 /,qe� M Q1n1 S� ��s l am. L 5 ' ? As legal owner of subject property, I request the cancellation of permit number E L,, CO(O- Lol-10 issued to E Pei Z q , for the following reason: o Date of last inspection: I hereby apply as owner - builder, or authorize (new contractor) to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. (Owner's Signature) (Prime Co tractor -Only if subcontractor holds permit or if change �of (Print Name) (Print Name) o °gPAY ?GA'i lVine, v State of Florida Commission®2319� County of Dade: ^te 'QaExPiM W 13,200 °.� �ndedThru The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this day of C Notary Public, Sate of Florida at Large Ac P P % . . ... . . . ... .. . . . 00 00 . ... . .. . . . . Se tem r Q 20 6 ••• •• O 2 3 �00� � ke �, ,. � . ... CT . ... Electric F"Wer It Li t •• ••• •• BY: - -® m - -a ®- 18815 NW 67 Ave., Miami, FL..33Q1 3 . . . 0000... Re: Termini &tidn'of'Cof ttatt' " Dear Sir, It is unfortunate to inform you that the services of your company are no longer needed as the contract at 10480 NE 5 Ave. is terminated and the associated Permit No. EL06- 1040 in Miami Shores Village has therefore been revoked. Osbek de La Torre, President of Torre Building and Maintenance acting as agent of Richmon Construction originally commissioned your company for this job. Osbek has failed to perform any work on this contract and has vanished with deposit funds that were paid to him. Litigation is in process. Torre Building Et Maintenance Corporation is in violation of Florida Statute 489.126 - Money received by Contractors. Very truly yours, Sail *' Meh Ppb erty-dwnef 1,, 8 "E. 5 Ave. Wamii, Fl. 33138 305 491 5729 • ® Ph# • • • ••• • •• IV Iva WWI 0 • 14/23/06 To: Sailesh Mehta Job site: 10480 ATE 5M Ave. Miami, Fl. 331' PH# 305 491 -5729 Re: Termination of contract I Alfredo Horta have received a cernfiea letter ofterramatio from the property owner, Sailesh Mehta. Mr. Sailesh - Mehta has informed me that my services are no longer needed and that the permit # EL06 1040 was revoiked; A perm%thas been pulled, however Electric Power & Light, Inc has not started any electrical work in this property, to date; On 1{0/23/06 .I called the Building Dept for the City of Miami Shores to cancel the permit that was pulled but no work was done. . The department has informed me that the permit# EL06 -1040 is active and that an underground rough inspection -was completed and signed d on 09/25/06, five days before Mr Sailesh Mehta wrote the termination letter. Mr. Sailesh Mehta, hired someone else to do the electrical work using my petamit#, without my knowledge. I have notified the Invent that Electric Power & Light, Inc. has not done any work on the property and wish to cancel the permit. Electric Power & Light; Inc agrees with the owner to terminate this contract at this time. I would lice for the City of Miami Shores to cancel permit #EL06 -1040. The Electrical Company that Mr. Sailesh Meht a hired must pull there own emit. If you may h r®�$¢ ve anyo ar coneei you may anntact me at 305 389.8848. On this day ` r me p rsonedly arid. _ to me known to be the pF < '_. ° * Who executed the Horta , President/Qaulifier foregoing instrument, M -1 Ae knowiedged that he executed the I hie tr of d, l f e Notary Puhk State of Fonda SEAL (sigma} royt+iiiiatns Notary Public f�(Commission Ci�472 ,, �'�� m�� Expires fa9f151�49 1 NW 62 Ave M am4 Fl. 3301.5 .: .. ...... . • . • Bay 107 Miami Shores Village 10050 N.E. 2nd Avenue ` Miami Shores, FL 33138 -0000 Y� Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/8/2006 Expires: 12/31/2006 Permit Number PL -4-06 -1038 Owner's Name: SAILESH MEHTA one: (305491 - 5729 Permit Type Plumbing - Residential Parcel #: 1122310150010 Work Classification: Addition /Alteration Block: Lot: Job Address: 10480 5 Avenue NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 DORAL PLUMBING INC 305 -479 -3055 Yes Total Valuation: $ 4,775.00 C omments : Reguired Inspections PLUMBING WORK FOR NEW ADDITION; ONE FULL BATH AT SECOND FLOOR Underground Rough AND NEW LAUNDRY ROOM AT FIRT FLOOR Water Main Top Out Main Drain Additional Information Lavatory Water Service Type of Work: ADDITION Type of Piping: Re Pipe Additional Info: Bond Return : Heater Classification: Residential Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 PL -5-06 -24728 $201.75 Education Surcharge $1.00 Total• Permit Fee - Additions /Alterations $190.00 . Scanning Fee $3.00 Technology Fee $4.75 Total: $201.75 SEP 0 7 PAID Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village f Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax F ::(� 756.8972 BUMDING Permfio /- �- � 2 4 2006 .._.. __ P _ PERMIT APPLICATION Master Perxii No. FBC 2001 BY: Permit Type (circle): Building Electric 1 Plumbing Meehanieai --_._ _ Owner's Name (Fee Simple Titleholder) ) /� Phone 7€ �- ��fi - S Owner's Address City 7� State ZiP Tenant/Ussee Name Phone # Job Address (where the work is being done) /0 T4 d c ) City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO Contractor's Company Name r4 - r �� Phone # ( ,mac 1 7 Contractor's Address ' / ✓ c, Cih' State t Zi _. Qualifier -�-- P - - - State Certificate or Registration No. Ce,' L 3 21 ' Certificate of Competency No. ArchltectlEngineer's Name (if applicable) •dam Phone # $ Value of Work For this Permit e &0 Square Type of Work ` Addition Iteration l - ra New Red; _ Demolition Descri be Works .p - — - - ` z X o , Submittal Fee $ Permit Fee $ CCF $ CO /CC. Notary $ Training/Education Fee $ 1 Technology F � 4 - -, 7 7 1 5 Scanning $ - Radon $ Zonin Bond $ _ Code Enforcement $ Structural Plan Review. Total Fee Now Due $ 2C)' - 75 (Continued on opposite side) ' Bondigg Company's Name (if applicaltic) + -; 3 i .y's Address r qr r City State 7; Zip - � ' lal0 gage Lender's Name (if applicable) ' Mo e Lender's Address Stag Zi p A cation;iAereby made to obtain a _permit to do the work and installations as indicated. I certify that. no work or - insiallation-as -- co raced 0rior to .the - iss�ti -ee oP a permit and that all work will be performed to meet the standards of all laws regulating e �tioni this jurisdiction ttinderstaud that a separate permit must be secured for ELECTRICAL WORD, PLUMBING, SIGNS, WELLS, POOL FURNACES, I301LERS, HEA'T'ERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I cerfi]Y�VW. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cctipn.and zoning. "WARNING TO,OWNER: `YOB FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO R IMPROVEMENTS TO YOUR, PROPERTY., IF YOU INTEND TO OBTAIN FINANCING, CONSULT ''WITU.- 'YO f 'I;ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 1l mice to Applicant As Condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that copy of the notice of commencement and construction henl4aw brochure will 'be delivered to the person whose property is subject t attachment. Also, a Certified copy of the recorded notice 4commencement must be posted at the job site ° for the first inspection yvhich seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a re' tion fee will be charged Si - _ - fir_ gnature St _ _., atui+e _ rr er or-fttnt Contractor The foregoing instrument acknowl �orr�e me this The for ing instrument was acknowledged before me this day of /� TO`/ 201�a by IlehA) day o f , v� e Who is person ly == n me or who has produced who is personally known to me or who has produced As identification and who (lid take an oath, as identification and who did take an oath. NOTARY LIC z NAZLY NOTARY iUBLIC. Sign. Sign: Print: Print: �,�, rtr My Commission Expires '- M.. My Co nM► 01 Q tp 7 APPLICATItI I= AEPItQVERBY: Examiner -_ Engineer chc 05 IM3 _ Zoning - V_: c c mpo t.2 ti Inspection Worksheet' _ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F LjfM n Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -15584 Permit Number: PL- 44 -06- 10'38 Scheduled Inspection Date: May 19, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Contractor: Y &M PLUMBING, INC Phone: (305)267 -1676 Building Department Comments Ins' k7lF nts Passed CAL CHICK STILL OUT AT 305 -491 -5729 Failed a Correction Needed Re- Inspection ❑ Fee No Additional inspections can be scheduled until re- inspection fee is paid. %61,5 V.1 0 L- * � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �1 a � 1 - 2 Inspection Date: 06/29/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type Rough Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- - Phone Number (305491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)758 -2000 BuIlding Department Comments 3 CAR GARAGE WITH LAUNDRY ROOM, GYM ON 2 JUL ® 9 2007 FLOOR WITH BATHROOM 06/29/2007 INSP -29277 Rough EL -10 -06 -2520 Pending Inspection 10480 5 Avenue NE Miami Shores Village Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 9, 2007 Page 1 of 2 Inspecti Wor Miami Shores Village vevv xovM 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a nspe tion Number: °IR P`292' 73 . I ert it Number ,. Q -� Z Inspection Date: 10/18/2006 OCT 19 2006 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: MEHTA, SAILESH Work Classification Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305 )491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)681 -0009 Building Department Comments Inspector Comments -,-. Passed Failed Correction a Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, October 17, 2006 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 10/10/2006 Expires. 04108/2007 Permit Number: EL -10 -06 -2620 Owner's Name: SAILESH MEHTA one: (305)491 -5729 Permit Type: Electrical - Residential Parcel #: 1122310150010 Work Classification: Addition /Alteration Block: Lot: Job Address: 10480 5 Avenue NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 MOODY ELECTRIC INC (305)681 -0009 Yes Total Valuation: $ 6,500.00 Reguired Inspections Additional Information Alteration Type of Work: ELECTRICAL Additional Info: Underground Rough Classification: Residential Service Change Meter Box Fire Alarm Relocation Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $4.20 EL- 10- 06-26354 $241.78 Education Surcharge $1.40 Total: Permit Fee - Additions /Alterations $227.50 OCT 1 0 PAID Scanning Fee $3.00 I"R Technology Fee $5.68 Total: $241.78 1 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Inspection Worksheet Miami Shores Village NR tfitl 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r Inspection Date: 04/29/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: MEHTA, SAILESH Work Classification: Addition /Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)758 -2000 BuIlding Department Comments 3 CAR GARAGE WITH LAUNDRY ROOM, GYM ON 2 FLOOR WITH BATHROOM Inspector Comments L°/2.- e Passed cc Failed V 4 Correction �G � �. 1. �' WW Needed 7 y`' 13 Afll�>G Re- Inspection. ,r ,�� 6„h ®e•1.--4 - Fee No Additional Inspections can be scheduled until re- inspection fee is paid. V �1 Monday, April 28, 2008 Page 1 of 2 w Miami Shores Village 'r � Building Department OCT 0 6 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y. ®_ Tel: d(35) 7951204 Fax: (305) 756.8972 ,{�'�r " f BUILDING No. 06 25 20 PERMIT APPLICATION Master Permit No. - I FBC 2004 Permit Type (circle): Building ( Electrical Plumbin g Mechanical Roofing Owner's Name (Fee Simple Titleholder) S -4 ` c + M Erh A Phone # _'?, ®S S 2 1 Owner's Address (04-To of City S _ n --0 6 1 ,State ` Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) I ®� �� S- r City Miami Shores Villaee County Miami -Dade Zip �'! FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name M 0 0 D `� U c- 4-, c. l N L Phone # 1 , o00 Contractor's Address c f N City State b' Zip 3 3 ► S o Qualifier Name Phone # r. State Certificate ate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 Square !Linear Footage Of Work: Type of Work: % • ddition []Alteration New Repair/Replace Demolition �` ❑ ❑ ❑ p Describe Work: 3 Cam- si wa, rM L ►t -,a4 - Submittal Fee $ Permit Fee $ 'Z �Y�' �� CCF $ 4 °x CO /CC Notary $ Training/Education Fee $ - Technology Fee $ , Scanning $ Radon $ DPBR $ Zoning $ end $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side M�'� Bonding Company's Name (if applicable) , m Bonding Company's Address p - I 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 subjec to attachment Also, a certified copy of the recorded notice' of commencement must be posted at the job site for. the first inspection ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appr d a reinspection fee will be charged Signature --" O er or Agent Contractor The forego instrument was ackn ' owl ed before me this The foregoing instrument was ;acknowledged before me this 3 day of l , 20 by �-csl l -�G - , , day of . 2 by �S'�r - who is per la own to me or who has produce who is personal' known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Q ,�A �Q o �n �j ° �^ �� - � r- -Sign: t� Print d\ Print: 0 My Commissio My Cos IRES: J � sY� ISSION # 4 ,x EXPIRES: J tow end . UN*rY PLft u� APPLICATION APPROVED B xatniner Engineer Zoning (Revised 02108106) September 30, 2006 Electric Power Et Light 18815 NW 67 Ave., Miami, FL. 33015 Re: Termination of Contract Dear Sir, It is unfortunate to inform you that the services of your company are no longer needed as the contract at 10480 NE 5 Ave. is terminated and the associated Permit No. EL06- 1040 in Miami Shores Village has therefore been revoked. Osbek de La Torre, President of Torre Building and Maintenance acting as agent of Richmon Construction originally commissioned your company for this job. Osbek has failed to perform any work on this contract and has vanished with deposit funds that were paid to him. Litigation is in process. Torre Building Et Maintenance Corporation is in violation of Florida Statute 489.126 - Money received by Contractors. J � S i le Mehra ' P oEy o er 10 5 Ave. Miami, Fl. 33138 305 491 5729 Miami mores v inage tiunaing vep arlmem Change of Contractor s Permit No. 6 L.® 6 Owner's Name (Fee Simple Titleholder) 5 A t L-65- t t,i - 7 A, Phone # 4 e? i - 7 2 Owner's Address City Yd ` -0— ° State �Z Zip , Tenant/Lessee Name Phone # Job Address (of where the work is being done) 14- e City County V- Zip Legal Description Contractor's Company Name J-te (� ` r �� '" �"' C ' Phone # Contractor's Address 6 Ir 9 f, - 7 Ali Cr &fEl ' �0'7 City !�( A - ` - V-- p 4 State F- Zip Qualifier Describe Work: CA I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to c mplete the contract. I hold the Building Official and the Village of Miami Shores harmless 11 legal involvement. Signature Signature Owner or gent Contractor The foregoing instrument w ged before me this . The foregoing instrument was acknowledged before me this day of ®c�C , 2(LI., by day of 20 by who is p ersonally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: zf, 0 CA2 Sign: Print: Print: My Co P1bT i MISSION #DD4417t5 My Commission expires: EXPIRES• July 2, 2009 Rev. 09/19/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (306)756-8972 . . . . . . . . . . . . . . ------------ - Inspection Date: 10/24/2006 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W W Owner: MEHTA, SAILESH Work Classification: Addition/Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (306)491-5729 Parcel Number 1122310160010 Project: <NONE> Block: Lot: Contractor: MOODY ELECTRIC INC Phone: (305)681-0009 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, October 23, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/1412007 Permit Type: Residential Construction Inspector Grande, Claudio Inspection Type: Drywall Screw Owner: MEHTA, SAILESH Work Classification: Alteration Job Address: 10480 5 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)491 -5729 Parcel Number 1122310150010 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buliding Department Comments NEW 2 STORY ADDITION AND CONVERTING A (3) CAR GARAGE INTO A HOME GYM ®� Ile, Inspector Comments Passed cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 13, 2007 Page 1 of 2 05/27/09 09:03 ASSURANT SOLUTIONS 3052527029 p.02 a pe p`. x`4v�o 0 ;4A I ' - POST ON SITE INSPECTION RECORD Miami Shores Village Permit ADO. W S-6-07 - 1 6 1 �� pd a 10050 N. E. 2nd Avenue Miami Shares, FL 33138 -0000 i �••gS` Phpne: {305)795 -2204 Fax: (305)758-8972 issue Date: 7/2/2007 Expires: 1 2/2912007 INSPECTION REQUESTS' (306)796-2204 REQUESTS ARE ACCEPTED DURING $:30AM - 3:30M FOR THE FOLLOWiI1G BUSINESS DAY. Parcel # :1122310150010 Windows /Shutters Owner's Name- SAILESH MEHTA- Owner's Phone: _(305)491 -5729 l .fob Address: 10480 5 Avenue NE Total Square Feet 0 Miami shores Village, FL 33138- Total Job Valuation: $ 14,400.00 i �Ont aC �� g 1 Phone Primary Contractor WOE i3 ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON READY WINDOW (305)269 - 3999 Yes SUNDAY OR HOLIDAYS. Inspection Scheduling Code "na� ,I / .nak Shutters Shutter Attachment 1 Window Door Attachment r T T HI B E ON JOB AT T M ...� u Aft f ft S r ", E NO INSPECTION WILL BE GRADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED_ PLANS ARE READLY AVAILABLE. IT IS HE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS /kCCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER HE 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 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE J0E3 SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Yru IR MnnrF nF rif1MMF1i1GUMCHTt Miami Shores Village 0 110 Bull ��{�� Build Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel. •�(305) 7 Fax:1756.8972 BUILDING z ; Permit No.� PERMIT APPLICATION �� Master Permit No. FBC 2004 �=.t r, � z Y . .. . . ............. Permit Type (circle): uilding l Plumbing Mechanical . �- Owner's Name (Fee Simple Tit e older) G c' y i fir{ 7 Phone # . t 1 1� 7 Owner's Address 1 C)4 D i` , CitY R ` ' - — t State `t- Zip S 1"'k Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 C) E -4 e City Miami Shores Village County Miami -Dade Zip a I !:,z FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A I ` A-VJ onr✓ Phone # 30 Contractor's Addres /tivt/; (0 JT City State f�( . Zip 12 2 QualifiL Name tl,q,y C. ��,q�1� 'L Phone # 30� 14 f j— 3 f�j State Certificate or Registration No. ` 1 9k Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 5 v Square / Linear Footage Of Work: t Type of Work: 44ddition ❑Alteration E]New Repair /Replace ❑ Demolition Describe Work: `� Submittal Fee $ Permit Fee $ CCF $ A D CO /CC Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side -� 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 whr ccurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a pection fee will be charged. / Signature Signature O er or Agents Contractor The foregoing--instrumpnt wa!racknowled before me this The foregoVg instrument was acknowledged:before me this ?� day of 1 ( ,20 by C >A,t Ci J rtA- day of '' who is personally known to me or who has produced who is personally known to me or who has produced D L– As identification and who did take an oath. as identification and who did take an oath. NOT PUBLIC: NOT P IC: !� m as Notary Public State of Florida Si n: — - -- -- — _ Seen eta �— – — Print: ��. �t �AY Commission DD371049 Pr' ' �J 4p-rpq 12/1712008 My Commission Expire . a ExpmAugust27 2007 My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) DCC mat r , Miami Shores Village k ,: 10050 N.E. 2nd Avenue" " "ter Fi Miami Shores, FL 33138 -0000 ,� Phone: (305)795 -2204 "" jh Explration:1 1 r ( a Project Address Parcel Number Applicant 10480 NE 5 Avenue 1122310150010 SAILESH MEHTA Miami Shores Village, FL 33138- Block: Lot: Owner Formation Address Phone Cell SAILESH MEHTA 10480 NE 5 AVE (305)491 -5729 MIAMI SHORES FL 33138 -2040 Contractor(s) Phone Cell Phone Valuation: $ 14, READY WINDOW (3 -3999 Total Sq Feet 0 Type of Work: windows Available Inspections: No of Openings: 17 Inspection Typ Additional Info: IMPACT Window Door Attachment Classification: Residential Shutter Attachment Final Shutters Final Fees Due Amount Total Amt Paid Amt Due CCF $8.40 Education Surcharge $2.80 $ 0.00 $ 0.00 $ 0.00 Permit Fee $270.00 Scanning Fee $15.00 Payment Type: Technology Fee $8.75 Total: $302.95 JUL 0 5 PAID Qj-i In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhermore, I authorize the above -named contractor to do the work stated July 02, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, July 2, 2007 1 ;•�•; a ... • ;. • �� t"fl. DADE COUNTY, n n AV MIAMI -DA ; ; ;e � • • • • • • FLORIDA = • • • • • • • • • • • ; 1�'�.O-DADE FLAGLER BUILDING BUILDING b O (RCCO) • • • • • 140 VYfi.ST'FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • • • e , 305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) ; • • • • •. • go ,. Smith Mountain Impact Systems by Pande Pane 11520 SW 120 Street Miami, FL- 33176 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 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. 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 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 High Velocity Hurricane Zane of the Florida Building Code. DESCRIPTION: Series "SMI -175" Aluminum Window Wall System APPROVAL DOCUMENT: Drawing No. W03 -64, titled "8eries SMI -175 Alum Window Wall (L.M.I.) ", sheets 1 through 7of 7, dated 8/11103 with revision on 10/23/03, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RAPING: Large and Small Missile Impact LABELING: Each unit shall bear a perrianent label with the manufacturer's name or logo, city, state 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 024927.10, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 034)925.01 Expiration Date: November 21, 2007 Approval Date: December 04, 2003 %W Page 1 . O Smith Mountain Impact Systems by Pand$P • • • • • • 009 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBUfrTED ••• • • • •• ••• •• ..::;•„ A. DRAWINGS • • • • . .. 000 s o 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -64, titled "Series SMI -175 Alum Window Wall (L.M.I.) ", sheets 1 through 7of 7, dated 8/11/03 with revision on 10/23/03, signed and sealed by Humayoun Farooq, 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 6) Forced Entry Test, per FBC 2411.3.2. land TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3721 dated 03/26/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2. land TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3833 dated 08105/03, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 . 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3465 dated 7/17/02, signed and sealed by James Worth, P.E. "Submitted under NOA#02- 0927.10" 4 P7 9 "-- eodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0925.01 Expiration Date: November 21, 2007 Approval Date: December 04, 2003 E -1 .. .. . .. .: ... .:. . . ; • .'. • ... Smith Mountain Impact Systems by Parade par , • • • . • • ... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 0 .... ♦ „ . 1. Anchor Calculations and structural a raZy is' ep :0 by $romley -Cook Engineering, Inc., dated 11/24102, signed and sealed by William Cook, P.E. "Submitted under NOA#02- 0927.10" 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 08/30/03, signed and sealed by Humayoun Farooq, P.E. 3. Complies with ASTM- E1300 -98 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemicals Corporation for "Uvekol Liq. Resin to adhere to Glass" dated 2/8/01, expiring on 2/8/04. "Submitted under NOA#02- 0927.10" 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office. F. STATEMENTS L Statement letter of no financial interest, dated 11/23/02, signed and sealed by William Cook, P.E. 2. Laboratory compliance letter for Test Report no. FTL 02051, issued by Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Worth, P.E. 3. Laboratory compliance letter for Test Report no. FTL 3721 issued by Fenestration Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E. 4. Laboratory compliance letter for Test Report no. FTL 3833 issued by Fenestration Testing Laboratory, Inc., dated 817103, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0927.10 Smith Mountain Impact System by Pande Pane, Series "SMI -175" Aluminum Window Wall System, approved on 11/21/02 and expiring on 11/21/07. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (F.B.C.). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0925.01 Expiration Date: November 21, 2007 Approval Date: December 04, 2003 E -2 % D.L. OPG. • ' •' • • • i • D1. OPG. D.L. OPG. D.L. OPG. drd w 1 8 5 EE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 _ `•d _ . a �', ,•• ,22 7/8" MAX. ap to m A � OHIO _ _ A - • • • • • • e \ f. .. 00 1 V N 1_ __ ___ __ ______ u E h C3 /,. -- ------ - - - - -- W N Z / E r----- - - - - -- D C r— 0 CsY Q ac m z -. p a. r , 1 / z m O� w��O Ws c z r 7 os cil S / ` O� Z W - 3 N i o C R N \ r c: r a 2 N 1 \ cn rrr Z� co to j \ \ � cs N ci SEE 'SMITH MOU�V 7 ., I IMPACT DOOR NOA %0 f- 1 FOR DOOR RATING \ cn s a C i & DETAILS. = L------- - - - - -- V3 hl L -- - -- i � W 3" 22 7/8" MAX. 5" > 3" 22 7/8" MAX. HEAD /SILL SILL 5" 2 OR 3 ANCHORS I HEAD /SILL SILL CORNERS 5" AT EACH SIDE OF MULLION -1 CORNERS 5" 10 5" SEE SHEET 4 FOR CAPACITY o� TYPICAL, ELEVATII! NS Sft ftvbmb N Z SERIES SMI -175 ALUM WINDOW WALL By owe w m¢ STOREFRONT SYSTEM 1S RATED FOR LARGE MISSILE IMPACT INSTRUCTIONS. " W= ° _ SHUTTERS ARE NOT REQUIRED USE CHARTS AS FOLLOWS. L c CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE c THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE USING APPLICABLE ASCE 7 STANDARD. 9 . rk, 14UMAYOUN FAROOQ -g c ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR STEP 2 SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY FLA. PE \ ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. OF DESIRED GLASS SIZE. CAN. 38 h WOOD WADS B 0 1S OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER $MP 3 CHGHT USl I O CHARTS SHEET GIVEN SPACING AND ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. .•� -- ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL drawing no. DRESSING OR STUCCO. STEE USING CHART ON SHEETS 4 SELECT ANCHOR OPTION OCT 2 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED yl03-64 ALL STEEL: IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. IN STEP 1 ABOVE. sheet j of 7 sea GLASS LOAD C ACI* P F• • • ; GLASS LOAD CAPACITY - PSF D.L.O. D.L.O. NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE •'C+ &LASS TYPE 'D' NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH WIDTH I D.L.O. WIDTH D.L.O._HEIGHT: EXT.( +) INT.( -) EXT.(+ INT. (-) EXT.( +) INT.( -)• - EXT.( +) I INT.( -) D.L.O.. WIDTH D.L.O. HEIGHT - EXT.( +) INT.( -) EXT.( +) - INT.( -) EXT.( +).. INT. ( EXT.( +) INT.(-) oe � 20" 63.0 63.0 83.4 90.0. • 100.0 •4M.0 100.0 20" 63.0 63.0 63.0 63.0 90.0 100.0 90.0 100.0 z 26" 63.0 63.0 634 :63;0 • 90.fl • Od.4: , 100.0 26' 63.0 63.0 63.0 63.0 90.0 100.0 90.0 100.0 ' ',Z, w I 7 d o� 32" 63.0 63.0 63.0 63.0 • • 9Ed 1040 .90.0 140.0 32" 63.0 63.0 - - 90.0 100.0 90.0 100.0 c � � F- N 38" 83.0 63.0 63.0 63.0 90.0 100.0 90.0 100.0 38" 63.0 63.0 - - 9014 100.0 90.0 100.0 = 44" 74" 63.0 63.0 - • • : '$0.0 • . . 90.0 140.0 44' 98 " 62.8 62.8 - - 90.0 100.0 90.0 100.0 ; 60' 63.0 63.0 - •- • 0. • • ;1b0.0 • 94.0 100.0 50" - - - 90.0 100.0 90.0 104.0 ° x d. 58" 59.2 59.2 - = ' 90.0 • • sw.G . 90.0 100.0 56" - - - - 90.0 90.3 90.0 100.0 1 6 � O 60" 55.2 55.2 - - 90.0 100.0 90.0 100.0 60" - - - - 84.1 84.1 90.0 96.9 �� %y U 66" - - - - 90.0 100.4 90.0 100.0 66" - - - - 77.4 77.4 86.5 86.5 _ 20' 63.0 1 63.0 63.0 63.0 90.0 100.0 90.0 100.0 20" 63.0 63.0 63.0 1 63.0 90.0 100.0 90.0 100.0 O @ < rle 26" 6310 63.0 63.0 610 90.0 100.0 90.0 100.0 26" 63.0 63.0 63.0 63.0 90.0 100.0 90.0 10010 O MIX cq 32' 63.0 63.0 63.0 63.0 90.0 100.0 90.0 1 100.0 32" 63.0 63.0 - - 90.0 100.0 90.0 100.0 38" 6310 63.0 - - 90.0 100.0 94.0 1 100.0 38" " 63.0 5310 - - 90.0 100.0 94.0 100.0 z � = 44" 80" 63.0 83.0 - - 90.4 100.0 90.0 100.0 44» 104 59.4 59.4 - - 90.0 100.0 90.0 100.0 i Z 50" 62.1 62.1 - - 90.0 100.0 90.0 100.0 50" - - - - 90.0 97.8 90.0 100.0 56" 54.7 54.7 - - 90.0 100.0 90.0 104.0 56' - - - - 84.9 84.9 90.0 99.3 w 60" - - - - 90.0 104.0 90.0 100.0 64' - - - - 78.9 78.9 90.0 91.5 66" - - - - 9010 94.8 1 90.0 100.0 20" 63.0 63.0 63.4 63.0 90.0 _ 100.0 90.0 100.0 20' 63.0 63.0 63.0 63.0 90.0 100.0 90.0 100.0 26' 63.0 63.0 63.4 63.0 90.0 100.0 9010 100.0 c 26" 63.0 6310 63.0 83.0 90.0 100.0 90.0 100.0 32' 63.0 63.0 - 90.0 100.0 90.0 100.0 „ u 32" 63.0 63.0 63.0 63.0 90.0 100.0 94.0 100.0 38" 110" 63.0 63.0 - - 90.0 100.0 90.0 100.0 S 3$" 63.0 63.0 - - 90.0 100.0 90.0 100.0 44" - - - - 90.0 100.4 90.0 100.0 z Q. 44 86" 63.0 63.0 - - 90.0 100.0 90.0 100.0 50" - - - - 90.0 93.1 90.0 100.0 • g 50 " 58.2 58.2 - - 90.0 100.0 90.0 100.0 56 - - - - 80.2 1 80.2 90.0 94.0 h 56" - - - - 90.0 100.0 90.0 100.0 20" 63.0 63.0 63.0 63.0 90.0 1 100.0 90.0 100.0 N M N to 60" - - - - 90.0 96.6 90.0 100.0 26" 63.0 610 - - 90.0 100.0 90.0 100.0 68" - - - - 88.5 88.5 90.0 99.3 32" 63.0 63.0 - - 90.0 100.0 90.0 100.0 2 Vi � .•, 20" 63.0 1 63.0 83.0 63.0 90.0 100.0 90.0 100.0 38" 116" 63.0 63.0 - - 9010 10010 90.0 100.0 26' 63.0 63.0 63.0 63.0 90.0 100.0 90.0 100.0 44' - - - - 90.0 100.0 90.0 100.0 w cl, r° 32' 63.0 63.0 63.0 63.0 9010 100.0 90.0 100.0 50" - - - - 89.4 89.4 90.0 100.0 E 2 W. 63.0 63.0 - - 90.0 100.0 90.0 100.0 56" - - - - 76.0 76.0 90.0 90.9 44" 92 " 63.0 63.0 - - 90.0 100.0 90.0 100.0 20" 63.0 63.0 1 63.0 63.0 90.0 100.0 90.0 100.0 50" 54.6 54.6 - - 90.0 100.0 90.0 100.0 28" 63.0 63.0 - - 90.0 100.0 90.0 101.0 56' - - - - 90.0 96.3 90.0 100.0 32" 120" 63.0 63.0 - - 90.0 100.0 94.0 100.0 60" - - - - 90.0 90.0 90.0 100.0 38" 83.0 63.0 - - 90.0 100.0 90.0 100.0 66" "' 82.6 82.6 90.0 92.5 44" - - - 90.0 100.0 90.0 100.0 �p c 50" - - - - 87.1 87.1 94.0 100.0 » Nv O1 ®© 1/4" ANN. GLASS 1/4" ANN. 90 GLAS 1/4" HEAT STREN'D GLASS 5/16' HEAT STREN'D GLASS i8y j .120" UVEKOL -UQ RESIN SAPL.EX /KEEPSAFE MAXIMUM .120" UVEKOL -UQ RESIN .120" UVEKOL -UQ RESIN A Otaart g 1/4' ANN. GLASS 1/4' ANN. GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .0 a .` c° r. I � ! Eng DR HttM,4 O11N PAROQQ 1'; : • ... !' !: i , I ,: • .... STRUCTURES e FL& PE 1865�i c AN. , d . ing no. GLASS TYPE 'A' GLASS TYPE 'B' GLASS E 'C' GLASS TYPE 'D' OCT �a raw W03-64 GLAZING OPTIONS sheet 2 o 7 • • ... . MULLION LOAD CAPACITY - PSF • • • ; •; • • MULLION LOAD CAPACITY - PSF INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING ' • NVAINAL DIMS. WITHOUT REINFORCING IIITH REINFORCING y.�� c VDTH (W) FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (W) FRAME HEIGHT EXT.( +) INT.( -) - W.( +) INT.( -) 24" 75.0 75.0 ; 9Q.0• 166.0 . • •2�4" • • • 75.0 75.0 90.0 1 00.0 z n j • 30" 75.0 75.0 : 9pe.0; ; 1ps.0 : 0 ;� "� • 75.0 75.0 90.0 100.0 • c9 wv� i �d • 38 75.0 75.0 90.0 1bbA • .�8 ": 'Z 75.0 75.0 90A 100.0 153 © a N a. 42" 75.0 75.0 90.0 100.0 42" " 75.0 75.0 90.0 100.0 Z w E-+ " " • . • 41 108 O //y �// %r• l/ % %r• a C� 48 72 75.d 75.0 90.1 . 00 0 • • •. 75.0 75.0 9Q.0 1 d0.d 54" 75.0 75.0 90.® • : *40 90.0 100.0 0 p, • 60" 75.0 75.0 9Qb • • 180.0: �6Qe - - 90.0 100.0 72 " 75.0 75.0 90.0 100.0 24" - - 9Q.0 100.0 W1 W2 W1 W2 V ~ LLJ 24" 75.0 75.0 90.0 100.0 30" - - 90.0 100.0 cr Z > M 00 " " WIDTH (W) = W1 + W2 V a W 1 + W2 0 Q a I 30 75.0 75.0 90.0 100.0 36 - - 900 1 b0.0 ( 2 Q 0 N . 36" 75.0 75.0 90.0 100.0 42" 114" - - 90.0 100.0 J 42" 75.0 75.0 90.0 100.0 48" - - 9010 100.0 SMITH MOUNTAIN DOORS N o 48" 78" 75.0 75.0 90.0 100.0 54" - - 90A t 00.0 SEE SEPARATE NOA I z to -= " SMITH MOUNTAIN DOORS z 54" 75.0 75.0 90.0 100.0 60" - - 9010 100.0 SEE SEPARATE N0 _ 60" 75.0 75.0 90.0 100.0 24" - - 90 10 100.0 66" 75 .a 75 .0 90.9 100. 3 0" - - 90.6 100.0 Do 72' 900 90.0 100.0 36" - - 90.0 100.0 I �� I rs i - i T Do 24" 7_5.0 75.0 90.0 100.0 42" 120" - - 90.0 100.0 �! = 30" 75.0 75.0 90.0 100.0 48" - - 90.0 100.0 OP. OF WWI , 36" 75.0 75.0 90.0 100.0 54" - - 90.0 100.0 42 75.0 75.0 90.0 100.0 BO - - 90.0 100.0 I - -� (�i I Q " " �-. - j z CL 48 84 75.0 75.0 90.0 1 00.0 I - 9 2 Lc 54" 75.0 75.0 9010 100.0 i W1 J, W2 _L W1 I w1 W2 2 V) to 60" 75.0 75.0 90.0 100.0 yy1 .F VV2 W1 + W2 � R or- 66" - - 90.0 100.0 WIDTH (W) a 2 WIDTH (W) - 2 r- 72" - - 90.0 100.0 T N 24" 75.0 75.0 90.0 1 00.0 VV vi !;� 30" 75.0 75.0 90.0 100.0 SMITH MOUNTAIN DOORS ca ; SEE SEPARATE NOA CV 36 " 75.0 75.0 90.0 100.0 SMITH MOUNTAIN DOORS a m S 42" 75.0 75.0 90.0 100.0 WITHOUT REINFORCING WITH REINFORCING SEE SEPARATE NOA - - - - -- y N 48" 90" 75.0 75.0 90.0 100.0 f- �- 54 75.0• 75.0. 90.4 100.0 I % i \ � �- _��-�-�; 60* - - 90.0 100.0 `� em �/// j �� j I �� I '///// uj 66 " - - 90.0 100.0 li /// % %r• w 72" - - 90.0 100.0 24" 75.0 75.0 90.0 100.0 I \�� III �� I I 7 I O 30" 75.0 75.0 90.0 100.0 L-- � __, L - _� 36" 75.0 75.0 90.0 100.0 y mo 42" 75.0 75A 90.0 100.0 W1 W2 , "Wl W1 _ b W2 0 o W1 I z 48" 96" 75.0 75.0 90.0 100.0 54" 75.0 75.0 90.0 100 WIDTH (W) W1 + W2 WIDTH (W) W1 + W2 m o 60" - - 90.0 100.0 2 4 2 2 o N f0 v d 66" - - 90.0 100.0 9 72" - - 90.0 100.0 24" 75.0 76.0 90.0 100.0 30" 75.0 75.0 90.0 100.0 !®Yl qr. OR. MAYOUN FAA088, o 36" 75.0 75.0 90.0 100.0 ice STRUCTURES 42" 102" 75.0 75.0 90.0 100 .0 � CAN. 3538 37 48" 75.0 75 90. 1 00.0 � �e � n1cmt r� � � � 54" - 90.0 100.0 80" - - 90.0 100.0 drawing no. 66" - - 9 a.0 100.0 OCT 2 '�OQ3 W03 -64 sheet 3 Of 7 ANCHOR LOAD CAPACITY; PfF • • ; ANCHOR LOAD CAPACITY - PSF W,(+) & INT.( -) ••• • • • • •.. EXT.( +) & INT.( -)� c� NOMINAL DIMS., _ ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE .'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS_ TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 B • • • C G3 • . WIDTH (W) FRAME HEIGHT A2 A3 B2 B3 C2 C3 - X z n 24 100.0 100.0 f O(=0 ; `` 1 .0 • ' 24" 100.0 100.0 100.0 100.0 1 DO.O 100.0 W Z Lou ?R 30" 100.0 100.0 100.6 100.0 •10Qr0 4tid'0 • 30" 100.0 100.0 100.0 100.0 100.0 100.0 C7 a n 1--t N 36" 100.0 100.0 100.0 100.0 100.0 100.0 36" 85.0 100.0 10010 100.0 100.0 100.0 42 95.3 1 100.0 100.0 • • tuo,40 1040 42 OQ. 42" " 72.9 100.0 100.0 100.0 100.0 100.0 � p 48" 78" 83.4 100.0 100.0 ; • 1 .9 • 106, 48" 0 63:8 95.6 100.0 100:0 100.0 f 20.0 W1 W2 a 54" 74.1 100.0 100.0'• ;OtLO 6 100.0 120.0: 54" 56.7 85.0 100.0 100.0 100.0 100.0 WIDTH) W1 + W2 -ki 6Q" 66.7 100.0 100.0 100.0 100.0 100.0 60" 51.0 76.5 99.2 100.0 99.2 100.0 2 U �. 68" 60.6 91.0 100.0 100.0 140.2 100,0 66" 46.4 69.6 90.2 100.0 90.2 100.0 Z UJ 72 55.6 83.4 100.0 100.0 100.0 100.0 24" 100.0 1 100.0 100.0 100.0 100.0 100.0 24 -. 100.0 100.0 100.0 100.0 100.0 100.0 30" 96.4 100.0 100.0 100.0 100.0 100.0 C9 x 30 100.0 100.0 100.0 100.0 100.0 100.0 36" 80.3 100.0 100.0 100.0 100.0 100.0 I j ¢�; � t 36" 100.0 100.0 100.0 100.0 100.0 100.0 42" 68.8 100.0 100.0 100.0 100.0 100.0 ! �� i x LZa N 42" 88.5 100.0 100.0 100.0 100.0 100.0 48" 108 60.2 90.3 100.0 100.0 100.0 100.0 C1114 40 i ca 48" 84 77.4 100.0 100.0 100.0 100.0 100.0 54" 53.5 80.3 100.0 100.0 10010 100.0 54" 68.8 100.0 100.0 100.0 100.0 100.0 60" 48.2 72.3 93.7 100.0 93.7 100.0 60 61.9 92.9 100.0 100.0 10010 100.0 1 66" 43.8 85.7 85.2 100.0 85.2 100.0 g V9 to 66" 56.3 84.5 100.0 100.0 10010 100,0 24" 100.0 100.0 100.0 100.0 100.0 100.0 W1 W2 - N 72" 51.6 77.4 100.0 100.0 100.0 100.0 30 91.3 100.0 100.0 100.0 100.0 100.0 WIDTH (W) Wf + W2 N 24" 100.0 100.0 100.0 100.0 100.0 10010 36" 76.1 100.0 100.0 100.0 100.0 100.0 2 .. 30" 100.0 100.0 100.0 100.0 100.0 100.0 42" 114" 65.2 97.8 100.0 1 100.0 100.0 100.0 ° 36" 98.4 100.0 100.0 100.0 100.0 100.0 48" 57.1 85.6 _ 100.0 100.0 100.0 100.0 -- 42" 82.6 100.0 100.0 100.0 100.0 100.0 54" 50.7 78.1 98.6 100.0 98.6 100.0 48" 90" 72.3 100.0 100.0 100.0 100.0 100.0 60" 45.6 68.5 88.8 100.0 88.8 100.0 Z 00 54" 64.2 96.4 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 ED 80 57.8 86.7 1 bb.b 100.0 100.0 100.0 30" 86.7 100.0 100.0 100.0 100.0 900.4 86" 52.6 78.8 100.0 100.0 100.0 100.0 38" 72.3 100.0 100.0 100.0 100.0 100.4 72" 48.2 72.3 93.7 100.0 93.7 100.0 42" 120" 61.9 92.9 100.0 100.0 100.0 100.0 En 24" 100.0 100.0 100.0 100.0 100.0 100.0 48" 64.2 81.3 100.0 100.0 100.0 100.0 W1 W2 W1 _I N N g 30" 100.0 100.0 100.0 100.0 100.0 100.0 54" 48.2 72.3 93.7 100.0 93.7 100.0 `" m U 38 90.3 1 00.0 100.0 100.0 100.0 100.0 60 43.4 65.0 84.3 100.0 84.3 100.0 WIDTH (W) W1 + W2 (n 42 77.4 100.0 100.0 100.0 100.0 100.0 2 48" 96" 67.8 100.0 100.0 100.0 100.0 100.0 54" 60.2 90.3 100.0 100.0 100.0 100.0 60" 54.2 81.3 100.0 100.0 100.0 100.0 66" 49.3 73.9 95.8 100.0 96.8 900.0 I ��I I I i � G3 N 0 72 c _ a 45.2 67.8 87.8 100.0 87.8 100. 1 jl W I�� II ji W �w p `tip. �\ I I I f e> I z Oe I - W1 -I-W2-1, W2 ---i W1 a � W2 =� w'- Z 12 - al WIDTH ( W) m W1 + W2 WIDTH (W) �1 + m o 3" 3 � 2 �oN 5 - 1 as a A NCHORS TYPES: SEE SHEET 4 FOR DESCRIPTION Engm GR. HUM Y UN AR000 .i 6 0 -A A2 m �2) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB STRUe-'URES iv B2 m 2 ANCHORS TYPE B FLk PE'# 16657 AT EACH SIDE OF MULLION OR JAMB C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB C.A.N. 3538 5" A3 = 3 ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB 5" 5" C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB !W03 ing no. ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A2, B C 2. 2 A3. H3. C3 he s et of 4 7 •• •• ••• • • • •• • • • • • • i i i s • TYPICAL ANCHORS TYPICAL ANCHORS • • • • TYPICAL ANCHORS METAL STRUCTURE SEE ELEV. FOR SPACING ° SEE ELEV. _FOR .SPACING BY SEE ELEV. FOR SPACING � g MIN. THICKNESS >'�PICAL ANCHORS y • o • • D tT KS • SEE ELEV. FOR SPACING m v , rte. ° Q a 4 0 1 4. ••� • 4• v•i •• •• ••• �• f W 0. 1 ?' 4. • • • d. • • • • • ••a' •• ••• • 4 i WOOD Q D �p 0. 4• I STRUC 0-4 ~ N O v� v I ay ES •• • ita. w • 4 0 00 Ix 3 • • ••• ••• I ^V I 1 I � � � i � Z � •- �� ®cv 24 W M Z � v 5 4 TYPICAL ANCHORS ! I I SEE ELEV. FOR. SPACING 28Y WOOD BUCKS j' 'j. ,'.'•,„ :fin;„ WOOD BUCKS NOT BY SMITH MOUNTAIN, MUST SUPPORT �i� ijl .• ...�;.�,'•:�, �'� -• LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER a THEM TO THE BUILDING STRUCTURE. S `I F,C*: fir '•r " t£. I ". TYPICAL ANCHORS: SEE ELEV FOR SPACING >Lc g I _ TYPE 'A'- 1 f 4' TAPCONS Z n INTO WOOD STRUCTURES ;R N a t - + + °. t 1 -3/4" MIN. PENETRATION INTO WOOD h M S � 1 I �• I �� N W B THRU WOOD BUCKS INTO CONC. OR MASONRY 2 z O 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY cn o_ TYPE 'B'- 1 f 4' TAPCONS lo ji j DIRECTLY INTO CONC. OR MASONRY r- g 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY B 10 I ! IN 5 4 TYPE 'C'- #14 SMS OR l/ A* SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) !. !! STEEL : Fy = 36 KSI MIN. 4 o ALUMINUM : 6063 -T5 MIN. o -� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d .ii i�• TYPICAL EDGE DISTANCE g INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. I• jl � � n 8 L? o 0 °c a II� n 3 Entr. 017, Ifl'•;y4AY0UN FARE w of a + + 1 'aW01 URES i 0 1 FLA. PE 16557 \ C.A.N. 3538 , < 4 V to 'D Q d � • e d �� iaaA�fi y .� .�1,.� � y drawing no. JLC SEE ELEV. OR s ACIN OOT 2 3 2003 W03-64 sheet - 5 - of 7 TYPICAL ANCHORS � • • • . • • • �°� � OPTIONAL • • • • • • • i *09 ..q.. .. � ••• • • . Z ray ..• d�. : "K� 1 * •• w•• ••• • : 1 SHIM N g 4 ••• • i ••• ••• •• 2 ► • • Q • • • • i i•• •• • A. � - - ►hh 1 �MM�1 � I", 5 5 °D Lu a 00 o cv M ° g t0 0 g 10 g ^7 � D.L OPG. D.L. OPG. N EXTERIOR z CL 1/4" MAX. UNIT WIDTH 1/4" MAX. LZ SHIM SHIM o co do co tV . I FULL LENGTH REINFORCING n_ 9 r M OPTIONAL SEE CHARTS ON 1 ®'� N SHEETS 3 FOR CAPACITY { I- ) c SEE 'SMITH MOUNTAIN' F N g 1 i IMPACT DOOR NOA FOR DOOR RATING AND DETAILS g 7 g E� IL i- - - -_ --. ------------- - ----- O — — — — — — — — — ((� _�� C. c� 1- - - - - -- -�I _. ._. _.. 1 ---- -____ ------ -I Ls -_- O M V rD t D.L. OPG. D.L. OPG. L ------------------------- - - - - - -- _ � - ' t- Engr: DR. HQMAYDUN FAR000 to o P Ot FLr'�. PE C.A.N. AJ > .@ drawing no. OCT 2 2 200 W03 -64 K sheet 6 of 7D — 4.500 • • ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANY. /SUPPLIER/REMARKS c , 3,625 1 SMI -001 AS REQD. FRAME HEAD /SILL /JAMB 6063 —T5 SMITH MOUNTAIN �— 2.Oa7 . 2 SMf -003 AS REQD. INTERMEDIATE SNAP —IN - 6063 —T5 SMITH MOUNTAIN o • :• . • �� •'. ••� 3 SMI -004 AS REQD. FLAT FILLER 6063 —T5 SMITH MOUNTAIN .750 .125 •. •, • : • • • • • : : :' 4 SMI -002 1/ CORNER GLASS STOP 6063 —T5 SMITH MOUNTAIN z c ' • 5 H -63 AS REQD. GLAZING GASKET EPDM 70 t5 UNIVERSAL RUBBER CO. N a 2 6 0-40A AS REQD. SETTING BLOCK (1/4" X 1/2" X 2" LONG) EPDM 70 t5 UNIVERSAL RUBBER CO. j 1.750 ��• ;�� ." 7 1/4 -20 X 2 -1/4" AS REQD. MULLION SCREWS WITH NUT & WASHER — AT 9" FROM ENDS & 24" O.C. ® ., ° • : : �'� • Q ' �• 8 #12 X 1 -1/2" 2 PER CORNER FRAME ASSEMBLY SCREWS — HEX H SELF DRILLING js • ° • i ' ° • °� 9 V2100 — ADHESIVE FOAM TAPE (1/4" X 1/21 — NORTON � � °' 10 995 — GLAZING COMPOUND — DOW CORNING U � 3.712 � 1 O 895 — GLAZING COMPOUND — PECORA �► z 4 FRAME HEAD /SILL /JAMB 11 — — REINFORCING CHANNEL STEEL 1 -3/16" X 4 -1/16" X 1 -3/16" X 3/16" THK. ® � n 12 -- — REINFORCING CHANNEL I STEEL 3/4" X 3 -5/8" X 3/4" X 1/8" 00 a 3,697 va LO L131 .750 y L 4 L 1,685- 9" LONG O0 n 3 AT ENDS 3,223 8 a INTERMEDIATE SNAP -IN '� g �� a ar OD i 125 .378 0 � T — m ( tJ� N 3,697 8 u2 POCKET FILLER B .556 c 750 ]PRODUCT ti asV�6vcn�.n 4, C � .525 eDt ol ][me l ,12s .lea WEDGE -IN GASKET N o ol SCALE 1:1 21 c� v c 3.625 4,062 ` c 1.625 083 Engn DR. H .iU MAYOUN FAROOO • ,� o STRUCTURES 937 ,748 750 CAN 16867 w Mme- 1,200 drawing no. • 2403 _ POCKET FILLER GLAZING STOP FRAM CORNER OCT 2 3 W03 -64 sheet 7 of 7 j • • • • • • • • 192" MAX. C, �.} w q • • ••• • • • • ••• DOOR WIDTH a CLUSTER OF ANCHORS MAX AT HEAD /SILL (STILE LOCATIONS) I 6' MAX. TYP. SEE, - DETAIL ON SHEET 2, ao HEAD/SILL o ' • • • • • • • • • • • • HEAD /SILL CORNERS t4 / C7 o -3/16 H.S. GLASS • • • i • • 31 1 6 ° H.S. 'LASS i C] m �I .090 INTERLAYER r+ r a n. 'DUPONT SENTRYGLAS PLUS'• • . •890 INTERLAYER @ m O a U • • • • �IPI�Y BiIfACTTE PVB' .: 3/16 H.S. GLASS • :. • • .;/16 H.C. GLASS a - �g SILICONE SILICONE t- DOW CORNING 795 DOW CORNING 795 C D G U z i 0 a li z m z m X 0 �, �, - m 3 o w Miami h �V'Ila Z ma Hia p O� � � • 1 1 o I f � : O rn a c°o APPROVED Y DATE 11 j1 11 ll : m O ° ° ZONING DEPT v N �� m BLDG DEPT N u ^� GLASS TYPE 'A' GLASS TYPE 'B' SUBJECT TO COti1PLIA V✓IThI ALL EDERAL 4 .. g B STATE AND COUP�TY R L S AND REGULATIOPd m S z �` ul DOORS GLAZED WITH LAMINATED GLASS RATED FOR - _ - N N ¢ to ,; V46 dw F161661 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. = O N M 00 SERIES -4000 ALUM SLIDING GLASS DOOR 43 11/16 MAX. 64 z Z 3i 49 1/16 MAX. D.L. OPG. Ltis o►, Z ,- DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN PANEL WIDTH 49 5/16 MAX. ## w N N g PANEL WIDTH 1 L46MCL m W 04 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL... _ELEVATION SEE SHEET 2 FOR XO OR XX DOORS REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) TESTED UNIT WITH HEAVY REINFORCING INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON DESIGN LOAD CAPACITY - PSF WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ASTM E1300 -98 (60 SEC. WIND) OR (ALL CONFIGURATIONS SHOWN ON THIS SHEET) LOADS TO THE STRUCTURE. ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS GLASS TYPES 'A' OR 'B' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION HEAVY REINF'G MEDIUM RMFOR'G NO REINFQR'G 0 � ° v EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. 2403.2 OF FBC 2004 EDITION. PANEL YJ@TH SCHEDULE 'A' SCHEDULE 'B' SCHEDULE 'A' SCHEDULE 'A' �.(^ o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS �Ha DOO mHEs EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT: ( -) EXT. ( +) INT. ( -) °- w 0: 8 ARE NOT PART OF THIS APPROVAL 30 70.0. 80.0 70.0 80.0 70.0 80.0 70.0 80.0' � A LOAD. DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 36 70.0 80.0 70.0 80.0 70.0 80.0 70.0 $0.0 w c a ANCHORS INTO WOOD ONLY. 42 80 70.0 80.0 70.0 80.0 70.0 80.0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO a' _ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 48 70.0 80.0 70.0 80.0 OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). 54 70.0 78.4 70.0 80.0 - - - - c O O N O 30 70.0 80.0 70.0 80.0 70.0 80.0 c S XOXXOX (SHOWN) 36 96 70.0 79.9 70.0 80.0 70.0 79.9 - - i c a m o 0 42 70.0 71.2 70.0 80.0 - - - 48 1 1 64.9 1 64.9 70.0 $0.0 - - - - fn S NOTE: Engr. DR: HUMAYOUN FAROOIQ STRUCTURES I N 6 USE ANCHOR CHART FLA. PE h 16557 = °p - 9� 4- 4- `D 4 - 4 '" ° ON SHEEP 2 FOR C.A.N 3538 a SCHEDULE A & B 9 XO (SHOWN) OXO (SHOWN) XXX (SHOWN) OXXO XXXO(SHOWN) drawing no. ox xxx xxxx � ` ; . W03 --100 XX APPROVED CONFIGURATIONS sheet 1 of 7 •• •• • • • •• •• � OF ANCHORS ANCHOR CHART to i i i i SEE DETAIL BELOW O SUBSTRATE SCHEDULE 'A' SCHEDULE 'B' • • ••. . :: • •. HEAD 1/4" NS 5/16" TAPCONS 72 TAPCO f WOOD SILL 1/4" TAPCONS 1/4" TAPCONS 'a DOOR WIDTH JAMB 1 4" TAPCONS 1/4" TAPCONS $ • .• . j5: MAX. HEAD 1/4" TAPCONS 5/16" TAPCONS N 6" MAX. TYP. • • • • • • • 4YP. CONCRETE " z w I HEAD /SILL CORNERS : : :Q •� +� MEAD /SILL SILL 1/4 TAPCONS 1/4 TAPCONS O o c . i • r' �` • • : SEE SHEET f FOR BLOCK JAMB 1/4 TAPCONS 1/4 TAPCONS )-4 F. N n DOORS WITH MEDIUM NOTE: ALL CLIP ANCHORS - 1 / 4" DIA. (ITEM #10) a o 0 OR NO REINFORCING DESIGN LOAD CAPACITY -PSF MULLION ANCHORS #12 SMS (NO SHIM SPACE) XL • • �. • (OX OR XO ONLY) • • • • • ' ' ' ' ' GLASS TYPES A OR B • O 'a' •• • • • • ••• •• NOTE: to HEAVY REINF'G (SEE DETAIL SHEET 3) U W PANEL WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON Z M S NOMINAL_ HEIGHT SCHEDULE 'A' SCHEDULE 'B' SCHEDULE 'B' ASTM E1300 - 98 (60 SEC. WIND) AND ©' Q `� 00I INCHES INtHES EXT. { +) INT. (-) EXT. ( +) INT. { -) ExT. ( +) INT. ( -) ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS C � r o W C H 30 80.0 100.5 80.0 103.0 80.0 103,0 FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION m 0 2403.2 OF FBC 2004 EDITION. I , i 36 80 80.0 100.5 80.0 103.0 80.0 103.0 Gr 1 42 80.0 1 90.5 80.0 103.0 80.0 1 103.0 ~ 45 80.0 j 86.7 80.0 103.0 80.0 103.0 tai 5� x ,�� = M o 30 96 79.9 79.9 80.0 103.0 80.0 103.0 to id m o a 36 79.9 79.9 80.0 103.0 80.0 99.1 J ° 30 100 76.0 76.0 80.0 103.0 80.0 103.0 I 36 76.0 76.0 80.0 103.0 80.0 86.5 m�'YQ5aR�1 p rn ss wig Ilhe Rod" g � EI300 -98 OR E1300 -0 E1300 -96 EISOO -02 ®li4 THE SHOWN EXT. ( +) LOADS REQUIRE a,c 2eE'7g y 3 -1/4" SILL HEIGHT (DTL. 81 ON SHEET 2). �' 0 Q REDUCE EXT. ( +) LOAD CAPACITY TO a. it1!a�e � d +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USED >brl � w INT. ( -) LOADS REMAIN UNCHANGED. N In q co "'n B� 10 d^n� r� o -� 31 3/8" z w I ui N Q� 04 D.L. OPG. � � W � 31 3/8" 18 37" D.L. OPG. is 6" RETAINING CLIP PANEL WIDTH 37 AT HEAD & SILL " PANEL WIDTH TYPICAL ELEVATION - o W m - c no 0U a a 2" 1 1/2" 1 1/2" 2" a o� O O O DETAIL CLUSTER OF ANCHORS AT STILE_ ENDS Engr. DR. HUMAYOUN FAROOG m .e c STRUCTURES FLA. PE # 16557 0 CAN. 3538 `S XO OX APPROV D CONFIGURATIONS y ,. , h drawing no. W03 -100 sheet 2 of 7 3/4" MIN. • • ••'1YP4r4 'I WPAS TYPICAL ANCHORS IN PAIRS w •••� ;1/1 RS;JSE :SCH. 'A' 1/4 TAPCONS USE SCH. ' A' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 9/16" MIN. : 8/16 T CONS USE SCH. 'B' S /ts TAPCONS USE SCH. ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • •SW EeW. FORS ACING TYPICAL ANCHORS SEE FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 ° TYPICAL ANCHORS 1/4 TAPCONS ( ° .. z 1/4' TAPCONS •o . 4_ i. a • 1 • 3 PER CUP A I e 4 d I d 4 3 PER CUP • 1' • a G w • W009 BUK C { e i j 44 TYPICAL ANCHORS SEE ELEV. FOR SPACING I • z o N a I ; i• • ? .!�i • a .. x q ° CD I s 1/4" TAPCONS OR 5/16" TAPCONS I E - ; o fill \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 8 & M O • 1-1/2" MIN. PENETRATION INTO WOOD 04 a = a cn THRU 1 BY BUCKS INTO CONC. OR MASONRY p a •• •• 1 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY V n DIRECTLY INTO CONC. OR MASONRY ¢ ¢ t 1 16 1 1 MIAMI —DADE COUNTY APPR MULLION 1 -3/4" MIN. EMBED INTO CONC. OR MASONRY O a S (o. 1 J I TYPICAL ANCHORS IX a STEEL - 12 GA. MIN. V 0 A V 8 X12 S3 PER CUP ALUMINUM - 1/8 THK. MIN. (6063 —TS) 114" TEKS OR SELF DRILLING SCREW$ w G_ o - + + + + 4 SEE SEPARATE NOA INTO METAL STRUCTURES G I z in = 1O CD rn I I t .• STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 14 �, I t 6 ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i I. I. I — mot• #12 SM OR SELF DRILLING SCR I I Ir 11 INTO DADE COUNTY APPROVED MULLIONS C> rI I if �� TYPICAL ANCHORS IN PAIRS (NO SHIM SPACE) #12 SMS OR SDS 1 1 I .1 } i SEE ELEV FOR SPACING 1� r r ,�I,IN. EDGE DISTANCES i f I I. 1. INTO CONCRETE AND MASONRY = 2 -1/2" MIN. i= 1 I t i TYPICAL ANCHORS IN PAIRS o W o if if i 1 4 TEKS OR SDS INTO WOOD STRUCTURE = SEE DETAIL (A) Z3 > TYPICAL ANCHORS / " in Vl ¢ co o - 1/4° cn I I if i i 11 TEKS OR SIDS = / SEE ELEV. FOR SPACING INTO METAL STRUCTURE 3/4 MIN. z � 3 3 PER CUP METAL 0 n M W c� p N ' ' 1+ srRUCruRES CONCRETE AT HEAD & SILL = fc' = 3000 PSI MIN. z = xx o Q', MASONRY BLOCK AT JAMBS = fm' = 1500 PSI MIN. Z L,.. 0 °o Gr' c E+ t 1 .I tr i • \ r N o g a W i t I i i SEALANT: t+J If d ail ALL JOINTS AND FRAME CONNECTIONS SEALED WITH cn u') .ii 1 it I -� WHITE /ALUMINUM COLORED SILICONE. t If r ii is i WEEPHOLES: � I F W1 = 1 -3/4" WEEP NOTCH AT EACH END y o li 4 i II W2 = 3/4 WEEP NOTCH AT EACH END ,` ,� n 1 W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END j t �t 13 If If t ti 11 If 11 28 2A PRODUCT REV01tD I If 1i I 14 i I Ali �f (i as >eelri�la � fA 5 m 4 L. It t s• ire 10 "I I + I 1 11 If 1( I C o `� All .. .. .. J O N d. 0 + + + + + + ° �-'a to ICE •, o o g' B 8 (a O �-, � Q CA U Ct Ck N Engr. DR. HUMAYOUN FAROOQ u o :o ° q S RUCTURES FLA 7 I h CAN. L. t t J -1 4 d. ,e HIGH STRENGTH GROUT �' .. ° . . G e . ' a P v M $ NOT BY E.S. WINDOWS I . e I ° MUST TRANSFER SHEAR a 1 1 V4 W3 ° W1 LOADS TO STRUCTURE ° ° ° I? { #`t1F drawing no. TYPICAL ANCHORS ' CAL ANCHORS IN PAIRS TYPICAL ANCHORS fYPICAL ANCHORS IN PAIRS W03 00 1/4 TAPCONS 1/4 TAPCONS 1/4° TAPCONS 1/4° TAPCONS 3 PER CUP SEE ELEV. FOR SPACING 3 PER CUP SEE ELEV. FOR SPACING sheet 3 of 7 2DY i • i i i • i i • i i TYPICAL ANCHORS IN PAIRS ew VQOD DUCK i i • i • i s i i • i • 1/4" TAPCONS 1 4" MAX SEE ELEV. FOR SPACING / SHIM - PANEL WIDTH 1/4" SHIM o • • • • • • • • • 27 MAX. z 3 . 3. C • • • • r •• • • • N ... " zW • Ito x �l� PN sMS D.L. PG F G o Q 2/ CUP . 19 t--i N O PTIONAL n NAL H o .. � 3 6 7 o v •• • • • • • M 25 O W • • • • • • • • s QI O 29 .. . . . . . J/ ...: _ — 33 C) 30 ° Q►' > " O ¢ t %•'i 4 CL cn 0 •'� i CQ LL' N a O ............ . ...................... . ...................... ........................ — - - - -_ - L Iq - -__— �WNMF .•� ^ - - -- SCREEN OPTLr - -- - - -- `�-� a tr M ' O O1 D L. OPG O INTERLOCK STILES ASTRAGAL STILE INTERLOCK STILES o LDLOPG. cn d to EXTERIOR PANEL WIDTH 0 DOOR WIDTH CD O � cm z TYPICAL ANCHORS IN PAIRS HEAVY REINFORCING " g U ¢ ('00 1/4" TAPC AT INTERLOCK & ASTRAGAL STILES SEE ELEV. FOR SPACING 1/4 SHIM � � n �M MAX. �' g 27 o K: J ' I = t7 D.L. OPG. O cn TYPICAL TAPCNS ANCHORS IN PAIRS Lu � w M_ SEE LEY. FOR SPACING TYPICAL ANCHORS IN PAIRS 4J #14 SMS OR SDS ., SEE ELEV. FOR SPACING ' .r o q • • • A 1/4" MAX. 1/4 MAX. •�° cn g " ' . SHIM SHIM p C1T ViSBD d c ir o ""W wj&•Iw1 15 Aed*bwm me � ( U o f�t 13ailc a A 6 •. y O O O CREEN OPTL. - - - - -- e METAL ��amaa Aa . , STRUCTURES oo DOOR WIDTH _ as - o Engr. DR. HUMAYOUN FAROOQ c STRUCTURES a • FLA. PE # 16557 CAN. 3538 a Lu A drawing no. W03 -100 sheet 4 of 7 i i i i • i i i i ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS O 1 ES- 4001 -1 1 FRAME HEAD 6063 -T5 - i • • • • • • • • • 2 ES- 4002 -1 1 STD. FRAME SILL 6063 -T5 - W 0 • • • • • • • • • • 2A - 1 HI -RISE FRAME SILL 6063 -T5 - Cz9 3 • • •• • • • • • • • • • • • • • • • • • • 3 ES- 4003 -1 1 FRAME JAMB 6063 -T5 - - 4004 -1 2 PANEL TOP AND BOTTOM RAIL 6063 -T5 co 1 4 ES / BO L - E••4 N n. 5 ES- 4005 -1 AS READ. LOCK STILE 6063 -T5 - a o 0 •• • • • •• ••• •• M • • • • • • • • • 6 ES- 4006 -1 AS READ. INTERLOCK 6063 -T5 C • ••• • • • • •• • a_ 7 ES- 4007 -1 AS READ. FEMALE ASTRAGAL 6063 -T5 - a •• • • • • • ••• •• a' �3 8 ES -4008 AS REQO. TOP &BOTTOM RAIL STIFFENER 6063 -76 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN (0j w r` 10 ES -4010 2/ PANEL RETAINER CLIP, 6" LONG 6063 -T5 - c , Z 13 ES -4013 AS REOD. GLAZING WEDGE - - C � `� < 14 ES -4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - � a00 � N 14A ES -4019 AS READ. SILICONE STOP NEOPRENE - w W G- 7 15 W22241 NG AS READ. STILE & JAMB W'STRIPPING - GLASS PANELS, ULTRAFAB z - 16 Q26647DK AS READ. TOP RAIL W'STRIPPING - GLASS PANELS, ULTRAFAB iz N 17 ES -4015 AS READ. BOTTOM RAIL W'STRIPPING VINYL GLASS PANELS ,�ni'a. �` 19 10X1 -1/4" PH SMS 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS ^ - _ - = 19A #10X1" FH SMS 2/ CORNER FRAME ASSY SCREWS - - - 20 TA -35 -1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4" O.D. WHEELS 21 #10X1 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY p 23 2300 -10SS 1/ MOV. PANEL MORTISE LOCK ST. STEEL - i 24 - 2/ LOCK LOCK INSTALLATION SCREW -- #6 -32 X 1/2" FH MS, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - m 26 #10 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN z 27 #623Z 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) #6 -32 X 1/2" FH MS, ST. STEEL = > (0 r I NTERLOCK STILES ASTRAGAL STILE "' rA ¢ co .s 31 32 28 ES4028 AS READ. SILL RISER 6063 -T5 - N .- Im 29 ES -4017 2/ PANEL FIXED PANEL CLIP 6063 -T5 - a r M g SCREEN OPTL - - -- - - - - -- 30 #10X1/2" PH SMS 2/ CLIP FIXED PANEL CLIP FASTENER - - $ Z m 31 - AS READ. 1/4" X 1 -1/2" REINFORCING BAR STEEL - ° 3 Z o in MEDIUM REINFORCING 32 - AS READ. 1/2" X 1 -1/2" REINFORCING BAR STEEL - w to cw d 33 - AS READ. 1"X4" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL w W C-4 g AT EXT. INTERLOCK & ASTRAGAL STILES cn b D E nova r L Ao*pwm Me 2, >Iltp}Iradm u N AilAwl Dade v a -� o N O f/1 ff) Oi 7 > 0 Q ID U O M :- - - P - - — - Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 — �+ m � c SCREEN OPTL - ---- - - - - -- drawing no. NO REINFORCING W03 --100 sheet 5 of 7 X. PANEL CLIP W X 2 X .090" .UM ANGLE #10 SMs 2 PER LEG #10 SMS 2 PER LEG FIX. PANEL CLIP 0 XOXXOX. CONFIGURATION STRUCTURES FLA. PE # 16557 C.A.N. 3538 S f�T - c1. m w :Z O 1 M O cZ7 _ rn 3: tO Z 0 N Q -�-+ H a � v O v c r J x m'Z ? �C q .� n ' n � - � M c M �w -�� o O 0) C) 0 It z N N d WW :m 3: 04 '- of O r , O 3: 2E R N v � W�� 0 >r W a drawing no. Wo3• -1 oQ sheet 6 of 7 20 .LA i i •i• • . • lilX! PANEL CLW � •: 0 0 so 000 00 � : • 1�- �K'ANGLL'. • � i • • • • . • • • • • • . . • • • NOTE. USE INTERLOCK & ASTRAGAL • • • • • • • • • • 2.000 p� -1.550-1 Lu 4.249 -" •• •• • • • •• • • I w r. Q6�. • • • • • • • • 062 0 ! 9 0 870 1.250 1.124 990 ® to • • • 124 • . Fn • . • • 2.690 0 w 1 e • • • • • • • • • 4 N 1.530 1.84 a • 969 *: i i O C-- ! F�1 N p„ • • • • •• • • 2.675 Ri 0 0 4.311 O � ... FRAME HEAD .• LO STILE _ � ad G. � • • • • . .188 ••• i i $� • i ••• 1.875 7 ALUMINUM STIFFENER V w o A62 > 1.550 °° Cy < a � 951 078 1.317 I C� a � `° t CC N 1.374 990 3 062 1.687 1•Tr W rRi 504 3.560 .438 Ll N 2.690 RAIL STIFFENER 1374 .812 n _i �•530� INTERLOCK STILE FRAME TOP CORNER W m 3.313 .t25 ` - .625 STEEL CHANNEL n .062 FRAME JAMB ASTRAGAL REINFORCINGS 2.499 .570 z 1.610 .990 uj .875 I° .25d m} -.500 N N Q L A-y 0 667 .094 3.155 { �{ { cj ON �.99a 1.38 5 1.879 1.500 1.500 Z �i J L L 9 19 .= Z LL o 1 1 •p v PANEL TOP /BOTTOM RAIL FIXED PANEL CLIP w to N 1.892 3t 32 � 1.499 1812 .907 ASTRAGAL STILE I INTERLOCK REINFORCINGS .068 � gy �iIL'9P �rrl�lrrbia W N� ..O 2 WB 2.500 STD. 3 500 HI -RISE r ait o 2.250 �,� °e �� .675 062 1.550 048 1 N a 51 z -4.249 - 1 � a r FRAME SILL SILL RISER 9 a o P ,875 �- 2.1a3 FRAME BOTTOM CORNER .050 n 0 .125 Engr. DR. HUMAYOUN FAROOO ! .p 1.500 2.035 05a - 9.000 FLA. E I 6557 t - 2.246 .510 PANE CORNER C.A.N. 36 L 1.418� t.972 J�� drawing no. 545 W03 -100 RETAINER CLIP SCREEN TOP /BOTTOM RAIL SCREEN STILE sheet 7 of 7 ... . - • • • • • • • . 6" MAX. 12" MAX. ... . • . • . • • 'n FROM ENDS A HEAD /SILL FALSE MUNTiNS (SURFACE APPLIED) o MAY BE USED Z N 3 • •• • • • ••• 4f 3 s ... .... .. a • • • • • • • • • • w N • • • • • • • • • Q g N 1 a I I I. CL C l i I1 Na 0 IU • • • • • • • • • I II 0 V g ••' • • • • • ••• •• �! fl rii =_ ------ ___- C 0 y g �I a D a d a 2 I I II 0 � (to. w a li / ii I� a O a o = n w u. ao rn o - - - - /�= r - - - -- w ?� ° o 3M Q .f 3 l i ii awry WINDOW WINDOW I II WIDTH I I II ..J N z l I z Miami Shore Vi!lag I I o B I APPROVED BY L J ZONING DEPT ° g w _ 44 3/8" � � g US WINDOW WIDTH WINDOW WIDTH BLDG DEPT D.L. OPG. 0 ^ ) I 48" a Z 10 WIND 0—— f _ _ SUBJECT TO COMPLIAN WITH ALL �ECF OW WIDTH I STATE AND COUNTY RULES AND REGUILATIONS to zL PcA W N Z " I I f W C I SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER - &A — Id lbeftwids W T WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH MIAMI -DADS COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY Cade APPROVED MULLIONS IN BETWEEN. AAWftaft p(-� j2a1. �, S LOWER DESIGN PRESSURE FROM WINDOWS OR. MULLION APPROVAL feedraif�r ya6FZ C ul I s I xx I WILL APPLY TO ENTIRE SYSTEM. lcv. z I I ,? I % DESIGN LOAD RATING' FOR THESE WINDOWS TO BE AS PER CHARTS lfui�ios °' z a. ON SHEETS 2 & 3. 3 3 3 L J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c m o o a REQUIREMENTS OF THE. FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. - m v WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NO'i REQ LOADS TO THE STRUCTURE. _ o 3:1i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr: Ail. NUMAYOUN FAf2000 M a° z I I z EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STRUCTURES I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS F`1..4. PE # 16557 CAN. 3538 n 3 3 ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS m ', U �� — �7 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. ''�� sheet 1 of 7j 1 8" ANN GLASS • • • • • • • • • • • / •• •• • • • •• •• • DESIGN LOAD CAPACITY - PSF . • y�U • • • • • • • • • :•: : : : .090 INTERLAYER ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' w ti 'DUPONT BUTACITE PVB' • • • • • • • • • • • • GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES rI - ° , s , s , ° . , , , WINDOW DIMS. A 'B & 'Bl C & Cl' 'A' B & 'Bl' ° C' & Cl O Z 1/8" ANN. GLASS • • • . • • • • • WIDTH HEIGHT EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 0 1 - SILICONE i i i • i • • • • • • i • i i i • 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 Q w N I DOW CORNING 795 • • • • • • • • • 26 -1/2" 70.0 70.0 70.0 90.0 70.0 80.0 70.0. 70.0 70.0 90.0 70.0 80.0 C o O 1 ? ADHESIVE 37" 26" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 0 w � v' FOAM TAPE • . • • . . • • • • • • • 48" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 C LL I • i • i i i i i i • • • 53-1/8 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 0 v d D �I I • • • i i • • • i i i • • • • • 19-1/8" 7010 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 v p M II 26 -1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 0' o w M 3 7" 38 -3/8 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 0 0 - < * 48 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 0 N 53 -1/8" 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 Q w 3: ui 5 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 Z GLASS TYPE 'A' 26 -1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 J Z tV 37" 50 -5/8" 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 4 w ei ~ 48 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 _ 53 -1/8" - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 - `* 3/16" ANN. GLASS 3/16" ANN. GLASS 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 -', N .090" INTERLAYER .090° INTERLAYER 26 -1/2" 65.2 65.2 65.2 65.2 +65:2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 g '� to 'DUPONT SENTRYGLAS PLUS' 'DUPONT BUTACITE PVB' 37" 58" 46.7 46.7 46.7 46.3 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 to 3/16" ANN. GLASS 3/16" ANN. GLASS �" - - 36.0 3610 36.0 36.0 - - 70.0 90.0 70.0 80.0 53 -1/8" - - - - 32.5 32.5 - - - - 63.2 72.3 Q >- SILICONE SILICONE 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 7p.p 70.0 70.0 90.0 70.0 80.0 x m w DOW CORNING 795 w DOW CORNING 795 m 26 -1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.p > N ADHESIVE g rn ADHESIVE 37" 63" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 N Q (oo to FOAM TAPE FOAM TAPE S rn 36.0 36.0 - - - - 70.0 80.0 Q o to I I 53 -1/8" - - - - 32.5 32.5 - - - - 63.2 72.3 Q Z m 19 -1 /8 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 _ 2� LJi j !I 3 j it II i� 26 -1/2" 65.2 65.2 65.2 1 65.2 65.2 65.2 70.0 1 70.0 70.0 90.0 70.0 80.0 � N 1 • n M _ 37° 74 -1/4" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.p 80.0. 04 + + Li 04 48" - - - - 36.0 36.0 - - - - 70.0 80.0 � 5 5 53 -1/8" - - - - 32.5 32.5 - - - - 63.2 72.3 GLASS TYPE 'B' GLASS TYPE 'B1' NOTE: GLASS CAPACITIES ON THIS SHEET ARE W BASED ON ASTM E1300 -02 (3 SEC. GUSTS). o � L 0 m a 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS `u (L w .090" INTERLAYER 090" INTERLAYER lEt98I1CR AIEVIb16p w 'DUPONT SENTRYGLAS PLUS' 'DUPONT BUTACITE PVB' m �gwas Wtth Me p ridt ,.•�, a" ff Code 3/16 HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Aeckgtawc °�uog J&` ' : % in o 00 i�, 1�i�'olt4Y G.�dz c m � � SIUCONE SIUCONE t ° o DOW CORNING 795 DOW CORNING 795 S!' i4 � o $' o - ubw Dwk WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED � c ADHESIVE ADHESIVE ° VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. g II FOAM TAPE g FOAM TAPE i �I I I I Engr. DR. HUMAYOUN FAR u in I j I STRUCTURES q I II 9 I I! FLA. PE 1 16557 0 J II fl I I ii I! C.A.N. 3538 r I I If f7 U pp y Ji 5 5 + + t drawing no. � �`��, GLASS TYPE 'C' GLASS TYPE 'Cl' W03 -57 sheet 2 of 7 DESIGN LIO MPAA Fq �.� �; ';' DESIGN LOAD CAPACITY - PSF u N W ANCHOR TYPES 'A' & '� ' : : • • • • CHOR TYPES 'B' & 'C' ANCHOR TYPES 'A' & `C' ANCHOR TYPES 'B' & 'C' to GLASS TYPE GLASS TYPES ;GLASS T! NS • • GLASS TYPE" GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES I M WINDOW DIMS. 'A' 'B' & '91' 'C' & 'Cl' 'A' 'B' & 'BI' 'C' & 'C2' WINDOW DIMS. 'A' 'B' & '81' 'C' & 'C2' 'A' 'B' & 'Bl' 'C' & 'Cl, Z r 3 WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) 1NT.( -) ( 1NT.(.) EXj.( +) 1W.( - ,1, WcT.( +). 1NT.( -) EXT.( +) 1NT.( -) WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 0 18" 70.0 70.0 70.0 90.0 �OL .80.0 • •7& • •7010 70.0 90.0 70.0 80.0 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 F w I 24" 70.0 70.0 70.0 72.0 9`0.Q 72 7,M '70.0 ; 70.0 90.0 70.0 80.0 24" 108 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 O o 0 30 5 7.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 30" - - - - 57.6 57.6 - - - - 70.0 80.0 O W crr v 36" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 36' - - - - 48.0 48.0 - - - - 70.0 80.0 L 42" 360 48.0 48.0 48.0 48.0 .0 � la t :FO'p ;, 701% 70.0 90.0 70.0 80.0 18" 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 a 'a 48" 48.0 48.0 48.0 48.0 48.0 Ul . • 70.0 • 70.0 90.0 70.0 80.0 24" 120" - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 U � � 54" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 30" - - - - 57.6 57.6 - - - - 70.0 80.0 ir > fi g 60" 1 48.0 48.0 1 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 36" - - - - 48.0 48.0 - - - - 70.0 80.0 Q d Q G ei 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 OQ 4 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 W 30' 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 1 80.0 L LL Z to 2 36" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 •J u m Q -+ 42" 4a. 41.1 41.1 1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 r w 48" - - 1 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 54" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 $ h 64" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - N 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 to 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 NOTE: 3d" 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. y 36" 60" 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 U9 90.0 70.0 80.0 } 42" - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 a 36.0 36.0 1 36.0 36.0 - - 70.0 90.0 70.0 80.0 LJ 54" - - - - 32.0 32.0 - - - - 62.2 71.1 m m Q (00 W 60" - - - - - 28.8 - - - - 56.0 64.0 0 04 M ° Z � ' 18" 70.0 70.0 70.0 9010 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 0 v 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 z L L - W. 57.6 57.6 57.6 57.6 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 o 36" 72° - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 W CV J 42" - - - - 41.1 41.1 - - - - 70.0 80.0 dw t W - 36.0 36.0 - - - - 70.0 80.0 54" - - - - 32.0 32.0 - - - - 62.2 71.18 6 0" - - - - 28.8 28.8 - - - - 56.0 64.0 18' 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 70.0 90.0 70.0 80.0 SOW o 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 04" o 30" - - 57.6 57.6 57.6 57.6 - - 70:0 90.0 70.0 80.0 o m 8 36 " - - - - 48.0 48.0 - - - - 70.0 80.0 Q a 42" - - - - 41.1 41.1 - - - - 70.0 80.0 48 - - - - 36.0 36.0 - - - - 70.0 80.0 18 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 o o a 300 90" - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 2 v o 36 - - - - 48.0 48.0 - - - - 70.0 80.0 > c am v 42" - - - - 41.1 41.1 - - - - 70.0 80.0 48" - - - - 36.0 36.0 - - - - 70.0 80.0 n c 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 1 o Engr. DR. HUMAYQUN FARQCQ 9 24" - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 StRUCrJRES 'j 0 30" 96" - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 "LA PE - 35 h o C.A,N- 38 � 36" - - - - 48.0 48.0 - - - - 70.0 80.0 a 42" - - - - 41.1 v` . 41.1 - - - - 7d.0 Sd.Q � ! { drawing no. NOTE:` GLASS CAPACITIES ON THIS SHEET ARE W03 -57 BASED ON ASTM E1300 -02 (3 SEC. GUSTS). sheet 3 of 7 . •.. .•. WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS IV .. .. .. .. • • • • • • • • • • TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM w SEE ELEV. FOR SPACING 181; � ��• �� WOOD BUCK STRUCTURE AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 • s , • • • • • • • TYPICAL ANCHORS MIAMI —DADE COUNTY APPROVED z " • a•. ••- • • • • • • SEE ELM. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING '•a - ' . . • • �. � • • • • • • MULLION & MULLION ANCHORS F' w '� I CL • • • • SEE SEPARATE NOA TYPE `A'- 3 jl 6" TAP(t'ONS O o 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE Q �? 1 -3/8" MIN. PENETRATION INTO WOOD IL . . • . . . ar Lt a . . . . _ ••• � � ••• �•• • • THRU 1BY BUCKS INTO CONC. OR MASONRY Q a 4 • • • • ' • 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY V G rl 2 m '4 9 11 I L -- II N DIRECTLY INTO CONC. OR MASONRY a Q Q OPTION �I 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY n OPTIONAL 3 X16" TEKS OR SELF DRAG SCR CR (GRAD€ 5 S) 2 10 3 0 ij L TYPICAL ANCHORS INTO METAL STRUCTURES Z 4) -- OPTIONAL 1 I SEE ELEVS. FOR SPACING t Ip 2 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) J a m Q 1! 1 ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) Q w ! " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �� I1 TYPE 'B'- 144 TAP o ICI INTO 2BY WOOD BUCKS OR WOOD STRUCTURE I i 1 - 3/8" MIN. PENETRATION INTO WOOD g °; THRU 1 BY BUCKS INTO CONC. OR MASONRY i! I 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY y I DIRECTLY INTO CONC. OR MASONRY a 8 i ! 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY M � w �E I r #14 SMS OR SELF DRILLING SCREWS g to ¢ u r ao x o {! I INTO METAL STRUCTURES r M 0 1 , x STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Z � zz ° a li !i ALUMINUM 1/8 THK. MIN. {6063 -T5 MIN.) 10 Z U- , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) =° N Q W i ! TYPE 'C'- #10 SMS OR SELF DRILLING SCREWS � LJ LO � �u INTO DADE COUNTY APPROVED MULLIONS F1 -1 (NO SHIM SPACE) 1 1 I ANCHOR EDGE DISTANCES: ?t i INTO CONCRETE AND MASONRY = 1 -3/8" MIN. o 1 INTO WOOD STRUCTURE 1 MW. INTO METAL STRUCTURE = 1/2" MIN. o m I i rllirr�i `` a W I I TYPICAL ANCHORS 4) N 1 5 SEE ELEV. FOR SPACING SEALANT: d I ! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 6 ! ! WHITE /ALUM COLOR SILICONE. I I 3 � mIR O O > cn � 4 +, I p n Engr. DR. HUMAYOUN FAROOQ o e STRUCTURES da d d a. FLA. PE # 16557 0 x c C.A.N. 3538 d 2BY WOOD C F 4. ' ' IYPtAL ANCHORS OR drawing no. SEE - ELEV. FOR SPACING W00 UCTURE W03 --57 sheet 4 of 7 • • • ••• • • ••• 3 • • • • • • • • • • • • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLITsR /REMARKS � • • • • • • • • • 1 ES5003 4 WINDOW FRAME 6063 -T5 • • • • • • • • • • • • 2 ES2000 -8 OPTIONAL GLAZING STOP 6063 -T6 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063 -T5 - Z t .g • • • • • • • • • 48 X 1 AS READ. ASSEMBLY SCREWS CRS PH SMS O 1- • • • • • • • • • • a Z • • •• • • • • • • • • 5 - 2/ LITE SETTING BLOCK NEOPRENE 7/16" X 3/16 X 3 -1/2 LONG N w m • • •• Q 2 N a • • • • • • • • • 6 ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - ... .. . . 0. O W 0 7 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL C W c°3 • ••• • • • • •• • IL •• • • • • • ••• e• a M 0 jL q v j D 1/4 SHIM 0 {y C MAX. 1/4 SHIM Q W � O MAX -, 1/4 MAX. L W 0 - ,`' 0 SHIM WOOD BUCK 1 a� METAL Q w 0 TYPICAL ANCHORS STRUCTURE WO STRUCTU 3 SEE ELEV. FOR SPACING ^. z Q _ .J.. tV IF ul z d n / ? LLJ L7�7 - _ - - - - - - _ _ - - - _ _ _ = C X �Q ^ W 2 EXTERIOR ! ©BUCK TYPICAL ANCHORS 3 N rn v' SEE ELEV. FOR SPACING 0 i`� M o D.L. OPG. o Z -I to 3Z�� WINDOW WIDTH v� o — •• 1p"DtX ti ` REVIS" N CN d J Wft me 1f�aite %a C, MIAMI -DADE COUNTY APPR,D MULLION �'c SEE SEPARATE NOA �'fili o TYPICAL ANCHORS 4iv SEE ELEV. FOR SPACING a o m a V o w 1 �= = m v _ - _ 4) o a a m ui Q •� O O 0 Engv- DR. HUNAYOUN FAROOQ I q o WINDOW WIDTH WINDOW WIDTH STRUCTURES 'j w FLA. PE # 16557 M1 - C.A.N. 3538 drawing no. W03 -57 sheet 5 of7 2.330 i• •i • i • ••• i• •i •�•� t�A • • • • • • • • • • W TYPICAL ANCHORS 621 i i • i : i SEE ELEVS. FOR SPACING Ln 700 _ 2 n 3 1.000 062 _ _� • •• • • • •••' ° '' �, r A O F .500 • • •• 1 • • Y • • • • D w (p I IL • • • • • • • • a. / g` N 4 ••• ••• i• • •• ••• ••• • n.. ° /R W M U 813 .... .. •.. .. IL 1.134 • • • • • • • • • Q; C u •• i i i i• V •• FRAME •• • • • • • L. •• A p Ir > .837 ALT. too r Qw�� .803 .062 3109 M w L.147 7 Q� rE �► n 0 GLAZING STOP (OPTIONAL) = M .733 o y 1/4' MAX. ALT. W >< .577 .537 SHIMS 7 X m .045 a Q ( 868 o M 10 hummcr WVLWA o Z g as es"Wag WI& me 1/hMii FRAME COVER (OPTIONAL) 4 �'• , ii�t No D�y204 QI ? � z LL. o D m { � ({ h w Vj0�� ol I (� .328 ° . i 1 • t�k KA� N W .543 1I+ 4 TYPICAL ANCHORS I ° SEE ELEV. FOR SPACING �-I I� .250 W O � 8 BULB VINYL (OPTIONAL) g —� 2.190 .062 z .7 .500 2.268 o a N o •:� O O FLUSH FRAME ADAPTER 7 ALT. 1.788 i Engr. DR. HUMAYOUN FAROOQ w o STRUCTURES FLA. PE 16557 0 �' °• � C.A.N. 3538 • ° � � � ' V 0.142 .125 p drawing no. ALUM CORNER LOCK TYPICAL ANCHORS �� W03 - 57 (6063 -T5) SEE ELEV. FOR SPACING sheet 6 of 7 F RECT. OR SQUARE WINDOWS ri ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM CORNER LOCK W/ (4) SCREWS AT EACH SIDE �w�l► the DIAt� J+ CIRCULAR WINDOWS 4 1 RECT. OR SQUARE WINDOWS TYPICAL CORNER DETAILS F A PE f 16557 C.A.N. 3338 Ld w N I M Z O Z 4 a W N Q E O W V G IL j O i a ~ Q t O W t0 O b C 4 g 0N�0 Fr O Q w 5 ti a w W - O Q w v N 1 M cb Q tr) � � M o } w m W } Z d co �i 3cvr 00 p f-, ►`� o 0 Z ul 3 z ;' w {/} C4 W W N¢J � to m W M ° Q 1 tl a c W C U drawing no. W03 -57 ALUM STRAP W/ (2) SCREWS AT EACH LEG ALUM STRAP W/ (4) SCREWS AT EACH STRAP ... .... .. . .... . .. ... ALUM STRAP W/ (4) SCREWS • • • • • AT. EACHr is Wo • ri ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM CORNER LOCK W/ (4) SCREWS AT EACH SIDE �w�l► the DIAt� J+ CIRCULAR WINDOWS 4 1 RECT. OR SQUARE WINDOWS TYPICAL CORNER DETAILS F A PE f 16557 C.A.N. 3338 Ld w N I M Z O Z 4 a W N Q E O W V G IL j O i a ~ Q t O W t0 O b C 4 g 0N�0 Fr O Q w 5 ti a w W - O Q w v N 1 M cb Q tr) � � M o } w m W } Z d co �i 3cvr 00 p f-, ►`� o 0 Z ul 3 z ;' w {/} C4 W W N¢J � to m W M ° Q 1 tl a c W C U drawing no. W03 -57 ALUM STRAP W/ (2) SCREWS AT EACH LEG ALUM STRAP W/ (4) SCREWS AT EACH STRAP • •�• 6E4-:fi4L NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) °•• ••• •• � LA441 CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. V . •. • • • • • • • • B. 516" L9MI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 000 06 ••• e � CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ••• ' • °• ° 11"16'"L CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090= DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE O 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16" LAM[ CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W ;TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES .............1 GLAZING DETAILS............ 2 G. 13/16" LAMI IG (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES QF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYErR. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1i4 A -'R SPACE AND 716" LAM[ CONSIST! IT F 3116" ANNEALED SS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTO IT • 'L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/1'6" ANNEALED (MIN.) GLASS, 3/16" OR 7i•l." AIR SPACE AND 7/16" LAMI CONSISTI NGTHENED LASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVED BY DATE 2. CONFIGURATIONS: OX, XO, XOX ZONING DEPT 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) BLDG DEPT A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. SUBJECT TO COMP LI E WITH FEDERAL A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02 STATE AND COUNTY RULES AND REGULATIONS 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. as 3Da1� 2 Z>! 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASI<E T .► 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revsd 8y: Date: Re »sixes: Dear won. GENERAL NOTES f D Revsd Date: Revistons: 1070 TECHNOLOGY F.K 10117106 8 CHANGE TO ASTM E 1300 -02 IVOItgMls, FL 34275 75 r'�: RevsdBy. Date. Revisions: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. F.K. 5/13!06 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. P.O. S9x 1529 PE #39, 12 I NOKOMIS,FL34274 Viyihly Better ser rode, scm' _greaw: Dew "srt". Rev T Drawn sy: Date; Checked By' Date: HR710 NTS 1 "r 11 4127 -10 wct F.K 2/28/06 J.J. 3/23/06 B S .. .. . • ••• . • • • • •• • • • • • • • • • • • • • •••21 •••• 50 21 50 ..• •. .. 0 . 0 • • • Ry .. • 1/2" NOM. 1/2" NOM. EXTERIOR INTERIOR E:> GLASS BITE 55 GLASS BITE (ALL SECTIONS) - 51 60,61,62 51 63,fi4,fi5 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR MEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 50 1/2" NOM. 1/2 NOM. 59 GLASS BITE 59 GLASS BITE 52 52 - Approved as eut,i wish Ile 66,67,68,69,70,71 72,73,74,75,76,77 I I. 2a e - I 1/8." ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS �� Osde 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER ` 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16 "ANNEALED OR HEAT STRENGTHENED GLASS R3'. 5/16" LAMINATED 7/16" LAMINATED 5/16" OR 3/8" AIR SPACE 3/16" OR 1/4" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI Revel Sr. Date: Revolam: Revsa By: Deg: Revisions: 1070 TECHNOLOGY DRIVE GLAZING DETAILS l ies Z F.K. 10117106 B NO CHANGE THIS SHEET NOKOMIS. FL 34275 P T "scf W Date: Reviswm: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. F.K. 5113106 A ADD A/R SPACE DIM. TO LAW IG DETAILS P.O. BOX 1529 NOKOMIS, FL 34274 Vivihl Berner �"�" � sme: s+res "" "D' Dnn ' PE 939712 m sr. Dare: . cneoxea a . Dana: y F.K. 1 2/28106 J.J. 3123106 HR710 FU // 2 -f 11 4127 -10 $ Structural . . ... . . ... 00 00 0 eW 1Kj/2,1/4 DESIGN PRESSURES TABLE 1. WINDOW GLASS WINDOW HEIGHT • .. • • ' . VV LDTH' . • • : TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" • • • �4" ::: A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 .... 186 38� • A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 +52.1 -62.1 ;?Q8; : A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 • • 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D, E, F,J, K, L 1 1 +75.0 -75.0 (XOX 1/3,1/3,1/3 DESIGN PRESSURES TABLE 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 6 36 383/8" 48 505/8" 54 60 63 TO 86 7/16" A, B, C, G, H,1 +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L +75.0 -75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. WINDOW GLASS WINDOW HEIGHT 26 „ ., ,. „ " ,. „ WIDTH 36 3$ 318 TYPE 48 50 5/8 54 60 63 „ 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C, I +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 72.10 74 A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +68.6 -68.60 +63.5 -63.50 AW8vfId v 1*dY C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 ° UP TO 74" D, E, F, J, K, L +75.0 -75.00 nom GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) B. 5/16" LAMI - (118" A, .090,1/8" HS) H. 13/16" LAMI IG -113" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3116" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAM - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI I13-1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI iG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"H8,.090, 3/16 "HS) Rend By: Date: Revisarre: per : RevedBy: Date: Revisiates: 1070 TE CHNOLOGY DRIVE DESIGN PRESSURES P C;T F.K. 10117106 B REVISE DP TABLES TO ASTM E 1300 -02 NOKOMIS FL 34275 Ma ` RevsdW. Date` . Revisions: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13/06 A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. P.O. BOX 1528 Robert L. Clark, P.E. Drawn Sr. Date: cheu�edey: Date: NOKOMIS, FL 34274 Visibly Better se "e°aec s�>B sneer Robert Rer PE #139712 F. K. 2128106 J.J. 3123106 HR710 NTS 1 3 of 11 4127 -10 B Structural •.. , • 25 1/8n 251/8" 251/8" • ; �;. ; ; •1AAX. DLO 49 3/4" MAX. DLO FIXED MAX. DLO MAX. DLO • VENT VENT FIXED . g . •• • • �• •• ••• B B B 09 00 . • • . • •• • x O x x O x rrt 111" MAX. WIDTH 1 86 7/16" MAX. WIDTH DETAIL 6 - XOX (1/4- 1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -1/3) 33 9/16" MAX. 33 9116" MAX. DLO FIXED DLO VENT G-4 --1 NOTES: A A 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 57 3/8" 56" MAX, MAX. 63" Waft DLO ALL DLO X. ALL MA `'� camas►& FIXED ! VENTS HEIGHT 2 �t D LITES i ALL O X CONFIG. > � C 74" MAX. WIDTH - -� DETAIL A — OX OR XO ReVW agate:. Revisxm., oescrtatbw rG Revsd - oate: Revisbas: 1070 TECHNOLOGY DRIVE ELEVATIONS F.K. 10117106 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tine: Revsd By: bate: Revastons: IMPACT HORIZONTAL ROLLER WINDOW, ALUM. FK. 5113106 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L. Clark, P E. ser es�nroaec store: sheet thaws air. Date: - 5T — dBy. Date: NOKOMIS, FL 34274 Visibly Better °`ewt °g N°' t+B": PE #39792 F.K. 2128106 J.J. 3123106 HR710 NTS 4 11 4927 -10 B Structural .... 37 32 35 .. /- @ • .• �- 22 INTERIOR V 39 .. • • • • • • • • • D D 2 • • • • • • • Ll 16 21 13 16 MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH _ 19 n17 EXTERIOR SECTION B -B (HORIZONTAL SECTION - XOX) MAX. HEIGHT 35 39 OPTION MAX. AL 32 37 VENT 911111 1 DLO INTERIOR MAX. FIXED {I DLO 16 22 13 21 �+ MAX. FIXED DLO MAX. VENT DLO 24 MAX. WIDTH 8 EXTERIOR 17 mgwitit.IMA SECTION A -A 4 9y - (HORIZONTAL O SECTION - OX 7 ( ) SEALANT O GAS KET R 1 A AT HEAD AND SILL EXTERIOR INTERIOR V IL 6 13 15 10 SECTION C -C FRAME CORNER CONSTRUCTION (VERTICAL SECTION} ( ) Rend By. Date: Revisons: assmoftr Revsdsy. Date: Revisons: 1070 TECHNOLOGY DRIVE SECTIONS Z4 O �f F.K. 10117106 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tom. R y: Date: Revisions: ALUM. HORIZONTAL ROLLER WINDOW IMPA T F.K. 5113106 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L. Clark, P.E. NOKOMIS, FL 34274 Vlsibl Better ssnes�aee sue' west °ratvtngRO PE #3371'2 Drevm 8y Dare: Checked By Date: y F.K. 2128106 J.J. 3123106 HR710 Ha f 5 m 11 4127 -9Q B Structural • • I)VVGD REV DESCRIPTION MAT' L PGT# ITEM DWG# REVI DESCRIPTION I MAT L PGT# . . •�• •1 • 4102• A FLANGE FRAME HEAD 6063 —T6 AL 612237 68 GLASS 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, I /8 "HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 —T5 AL 612244 69 of 1311 6" LAMI IG- 3/16 "A, 5/16" AIR SPAC 5/16" LAMI (1/8"A,.090 PVB, 1 /8 "A) .. 3'. •• • #8 X 3/4 PH. PAN HEAD . 7834AA 70 13/16" LAMI IG- 3/16 "A 5/16" AIR SPAC 5/16" LAMI (1/8"A,.090 PVB 1 /8 "HS • 4 4053 SASH STOP COVER (SASH STOP ) 6063 —T5 AL 71 it 13116" LAMI IG- 3116 "A, 5116" AIR SPACE, 5/16" LAMI (118 "HS, .090 PVB, 1!8 "HS) • 0 6 4136 FLANGE FRAME SILL 6063 —T6 AL 64136 72 13/16 LAMI I&I /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16 "A) 7 A137 SILL ADAPTOR 6063 —T6 AL 64137 73 13/16" LAMI IG- 1/8 "A, 1/4" A SPACE, 7/16" LAMI (3/16 PVB, 3 /16 "HS) • , • $ A] 3 �' ROLLER TRACK 6063 —T6 AL 64131 74 if l 3/ 16" LA I 1/ "A 1 " M ICS 8 !4 AIR. SPACE, 7116 LAMI (3116 HS, .090 PVB, 3/16 HS) ••' ; ' ' 1F ' :4298 ' WEEP HOLE COVER POLYPROP. 71298 75 to 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16 "A) 12 1626 ADHESIVE OPIN CELL FOAM PAD 7PAD1626 76 it 13/16" LAMI ICr3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3 /16 "HS) 13 4002 A FLANGE FRAME JAMB 6063 —T6 AL 612225 77 it 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 90 1014 SCREEN FRAME (HOP, & VER.) 3105 -1114 AL 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 16 4110 G SCREEN ADAPTOR 6063 —T5 AL 64110G 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 17 4054 B FIXED MEETINGRAIL 6063HD —T6 AL 64054A 93 1073 SCREEN SPRING ST.ST. 19 4066 W STP.,.187 X.230, FIN SEAL 64066G 94 1624 SCREEN SPLINE —.135 DIA. FOAM EM PVC 21 4105 SASH TOP & BOTTOM RAIL 6063 —T5 AL 612240 95 1635 SCREEN SPLINE — .135 DIA. HARD EM PVC 22 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 96 SCREEN CLOTH 23 225 -1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS —T6 AL 64006 33 1235 W STP.,.170 X.270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 —T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB W EATHER.STRIP .187 X.275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 CZAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247WX 52 1225 VNYL GLAZINGBEAD BULB (THIN} 6TP248K 53 4039 B GLAZING BEAD 5/16" 6063 - -T5 AL 64039B p ti as s 54 4044 B GLAZING BEAD — 5116 , � W /GRILL KIT 6063 —T5 AL 644 ,� ,< 55 4222 A GLAZING BEAD — 7/ 16 6063 -T5 AL 64222 Z 56 985 C (LAZING BEAD - 7/16" W /GRILL KIT 6063 —T5 AL 6985 1 59 4067 GLAZING BEAD — 13116' 6063 —T5 AL 64067 60 CLASS 5/16" LAMI 1/8" A,.090 PVB, 1/8" A) 61 5/16" LAMI 1/8" A,.090 PVB, 1 /8" HS) 62 5116" LAMI 1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A,.090 PVB, 3/16" A 64 to 7/16" LAMI (3/16" A,.090 PVB, 3/16" HS) 65 it 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 66 it 13/16" LAMI IGI /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8"A,.'090 PN7B,1 /8 "A 67 to 13/16" LAMI IG- 1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1 /8 "HS) �---�' Revsd By: Data: Ravislons: .'L Rend By: Date: RevBlorts: 1070 TECHNOLOGY DRIVE PARTS LIST F.K. 10117106 B NO CHANGE THIS SHEET NOKOMtS, FL 34275 rma: Revsd By. Date' Revisions: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. P.O. BOX 1529 Robert L. Clark, P.E. Draxmey: Date: CW dwd Date: NOKOMIS, FL 34274 Visibly Better Sertes/AnodeY °raw PE #39712 F K. 2/28/06 J.J. 3123106 HR710 NTS 6 a 77 4127 -90 $ Structural Iscal" • see • • • • 069 }-r- 1.513 -�-{ 1 I _ . ... .062 1.1 �-•�- :738. 3.152 • • • 1.443 1.373 ,062 •• •• ••. .• 1. 73 SASH STOP COVER • • • • • • • • 062 3,090 • • • • • • . . .. 94053, 6063 -T5 1.1 S. 1 FLANGE FRAME HEAD 6 FLANGE FRA SILL 7 FRAME SILL ADAPTER -2.784 #4102A, 6063 -T6 G) #4136,6063 -T6 #4137,6063 -T6 1.363 Lj =L _ .062 061 1.18 7 13 #4002A, FLANGE FRAME JAMB - II ---:062 °62 6063 -T6 �_ .490 � -� .437 �-•- 1.451 -■-� T F1.461 t� 1.403 -�- SASH STOP 2 #4025, 6063 -T5 � HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL #4131, 6063 -T6 #40546, 6063HD -T6 .062 2.279 .062 2. 26 .050 1 � 1.1 + 87 1,389 T 1 .062 .678 1.081 �+-- 1.291 - 1 1.096 --j^• ►� 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16" ' #4133, 6063 -T5 #4006D, 6063HS -T6 #4126,6063-T5 #40396, 6063 -T5 Nit ism W, I w k .050 678 678 .050 678 683 .050 1.096 - T+ --1 � 1.096 -- T 1.115 --�� -T -- j- 1.097 54 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" #4044B, 6063 -T5 #4222A, 6063 -T5 #985C, 6063-T5 #4067, 6063 -T5 (USED W1 GRILL KIT) (USED W/ GRILL KIT) Rend 8y: bate: ReyWom �sa7peor,. O w Revsd 8y: ��' Revtsior+s: 1070 TECHNOLOGY DRIVE EXTRUSIONS �(/ 2i(•- F.K. 10117106 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 T� Revsd6y, Date: Revislom - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L. Clark, P.E. onn- By.' bate: Checked ey. Date: NOKOMIS, FL 34274 Visibly Better S.MS%fudA scale* stwet olA y Re. Rev: PE #39712 F.K. 2128106 J.J. 3123106 HR710 Half 7 w 11 4127 - B Structural ANCUM qUANTITIES, XOX (1/4-1/2-1/4) WINDOWS TABLE 4 NOTES • • • : G1AS4T4r- A,B,C,G,H,I D,E,F,J,K,L 1. ANCHOR TYPES: 0 • ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) - .. • &6UBS TI: : ZONES ZONES ZONES ZONES ZONES ZONES ' 2. GLASS TYPES: . . .. . . . . • . see e • W14DOW' f}7P HEAD & SILL 00 HEAD & SILL °° HEAD & SILL °° HEAD & SILL 0D HEAD & SILL M HEAD & SILL C° co A. 5116" LAMI - (118 ".0,.090,1/8" A) W v H < < < ' < < B. 5/16" LAMI - (118" A„ 090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 118" HS) 53 5�.3.8.37,5. 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 D. 7/16" LAMI - (3/16" .0,.090, 3116" A) :.48.00p 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7116 LAMI - (3/16" A,.090,3/16 HS) . F. 7/16" LAMI - (3/16" HS,A90, 3/16" HS) : -60.825 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG -1/8" OR 3/16 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8 118 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG - 118" OR 3116" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8 HS) I. 13/16" LAM[ IG -1/8" OR 3116"A, 5116" OR 318" SPACE, 5/16" LAMI - (V8" HS,.090,1/8 HS) 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 J. 13/16" LAM[ IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" A) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 K. 13/16" LAMI IG -1/8" OR 3116" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" .0,.090, 3/16" HS) 60.000x38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 L. 13/16" LAMI IG - /8" OR 3/16" A, 3116" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3116" HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1 +I2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 TABLE KEY: 74.000 x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 0 X O X 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +4 +C3 +1 3 -r-- ANCHOR QUANTITY PER JAMB 50.625 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 ' 3 ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 25 3/4" max. [-+ -3" MIN. 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 9 ".REF. X_ O X_ 106.375 x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 ' A vcd acs eua gAyin8 with Htt 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, TYP. Q >I Z 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 54.000 1 +C3 +3 +C3 +1 3 1' +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 a 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 25 3/4" MAX. 111.000x 38.375 1 +C2 +3+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 112" TYP. I ---3" MIN. 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 9" REF. X O X 50.625 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 T� -� - 60.000 1 +C3 +3 +C3 +1 3 .1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 0 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 4 + 1 +C4 +3 +C4 +1 3 1 +C3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C5 +4 +C5 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsd By. Date: Revisions: I Revsd By Date: Revisions: 107Q TECHNOLOGY DRIVE ANCHORAGE SPACING XOX 114-112-114) ,/d ZY F.K. 10117106 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKOMIS, FL 34275 rte: Revsd By Date: Revisions: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1529 obert L. Clark, P.E. Drawn By Date: C hecked By, Data: NOKOMIS, FL 34274 Visibly Better s� scale snaec urea"°' Rer PE #39712 F.K. 2128106 J.J. 3123106 NR710 NTS 8 a 1'1 4127 -10 8 Structural HO Q ANTITIES XOX 1/3- 113 -1/3 WINDOWS TABLE 3 • • • NOTES: taL$,SS A,B,G,H C, D, E,F,I,J,K, L • • ••. ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: e & S ., ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ' ' " ' • ' ••' ' + • m m m m to m 2. GLASS TYPES: •; ; �: WINISOW WE HEAD & SILL HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL g HEAD & SILL 2 A. 5/16" LAMI - (1/8" A A) W v H > > < < B 5 /16" LAMI - (1/8" A,.090, 1/8" HS) 48.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16" LAMI -(1/8 HS,.090, 1/8" HS) • • '•, "•' D. 7116" LAMI - (3/16" A,.090, 3/16" A) • • • • • • .00� 1 +C2 +1+C2 +1 + + + + + + + + 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 '. :': : :�• '� 3 1 + C2 1 + C2 1 3 1 + C2 + 1 CZ 1 3 1 C2 1 C2 E. 7/16" LAMI - (3116" A,.090, 3/16" HS) • • • • t0.625 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) " 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+ 1+C2+1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG -1/8" OR 3/16" A, 5116" OR 3/8 SPACE, 5/16" LAMI - (1/8 A,.090, 1/8 A) 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 1 +C2 + 1 +C2 +1 31 H. 13116" LAMI IG - 118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8 HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5116 OR 3 /8" SPACE, 5/16" LAMI - (118 HS,.090, 118" HS) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +CZ +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1tC2 +1 3 1 +C2 + 1 +C2 +1 3 1 +C2 +1 +C2 +1 3 J. 13/16" LAMI IG -118" OR 3/16" A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3116" A,.090,3/16 A) 53.125 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16" LAMI IG -118" OR 3116 A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16 A,.090, 3/16" HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16" LAM] IG -118" OR 3/16" A. 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +l +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD &SILL: 10112 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS 60.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 31 Q X 0 X 54.000 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 -•- ANCHOR QUANTITY PER JAMB 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED 66.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 ON EACH MEETING RAIL PLUS (1) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 31 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 74.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 314" MAX. 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 � -+--3" MIN. 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. X 0 X 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 Aff mvtd2s awpbft Wkbdke 84.000x38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 MTG. RAIL TYP. A If�e Z1 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 EXAMPLE CLUSTER W/ QTY OF (3) ANCHORS )*IOA,fi 50.625 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+ 2 +1+ +1 + +1+ + + + + + SHOWN IN TABLE KEY ABOVE C C2 3 1 C2 CZ 1 3 1 C3 1 C3 1 3 v 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 --- 60.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 25 314" MAX. 63.000 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3�`1 1/2" TYP. 86.437x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 '�+ � MIN. 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1.3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. X_ O X 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+ +1+C2+1 3 1 +C3 +1 +C3 +1 3 ''- 60.0W 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +C3 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, TYP. Q ze-- 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 11 +C4 +1 +C4 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsd ay: Date: Revisions: DasptplWn v� Raysdey.• Dare: Revisions, 10.70 TECHNOLOGY DRIVE ANCHORAGE SPACING XOX 1/3- 1/3 -1/3 F.K. 10117106 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKOMIS, FL 34275 Tiffe' Revsd By: Date. Revisions: .ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L: Clark P.E F.K. 5113106 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1529 PE #39712 Drawn By Date: Checked By. Date: NOKOMIS, FL 34274 Visibly Better serr t sheer ' Rev F.K. 2128106 J.J. w thavN"yBO 3!23/06 HR710 NTS 9 11 4127 -10 B Structural ORQUANTITIES, XO & OX WINDOWS TABLE 4 0 4 00 0 • NOTES: + 0 • &LA3S'TYPE A,B,G,H C,D,E,F,I,J,K, L 1. ANCHOR TYPES: D ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2 WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE - FLEX -3 - #12 STEEL SCREWS (G5) • 98UB82 f k ZONES ZONES ZONES ZONES ZONES ZONES i i +•+ •• • • • 2. GLASS TYPES 0-1 V) U) o f to cl J CO o f 01 0 J A. 5116 LAMI - 118 A,.090,1/8 118 A •••• • • ••• Q m Q m Q J m Q J m Q J m < m " ( ", " ) WINDO* STS • W in 2 W cn Win N cR in '--I B. 5116" LAMI - (1/8" A,.090,1/8" HS) w v H _ < mots _ otS <) m ati 7,4 < _ < C. 5116" LAMI - (1/8" HS,.090, 1/8" HS) •• • • D. 7/16" LAMI - (3/16" A,.090, 3/16" A) •• .•� ,7.000,x 3$375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 E. 7116" LAMI - (3116" .0,.090, 3/16" HS) ��• ;•; 4AOOO 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" .0,.090, 1/8" A) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8' HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I. 13/16" LAMI IG -118" OR 3/18" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" HS,.090, 1/8" HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAME - (3/16" A,.090, 3/16" A) K. 13/16" LAM] IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090,3/16 HS) 63.000 1 +132 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3 +1 3 L. 13/16" LAMI IG - 118" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 - 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 Q DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1 +C2+ 1 3 1+132+1 3 1 +C3+ 1 3 1 +C2+1 3 1 +C2+ 1 3 1+C3+1 1 3 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 JAMBS: 9 MAX. FROM CORNERS AND 221/2 MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: O X 53.125 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 a 2 +C3 +2 3 --*- ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 +C2+ 1 3 1 +C2+ 1 3 1+C3+1 3 50.625 1 +132 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1 +C3 +1 3 1 +C2+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 18 3/4" MAX. 54.000 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 � --•-�{ �-3" MIN. 60.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1 +13 9" REF. X 3 +1 3 2 +C4 +2 3 ` 66.000 x 38.375 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 Anrovcd '� o ar g »34» � ww 48.000 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL 0 i�te 50.625 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS . 54.000 ' 2 +133 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +103 +1 3 2 +C4 +2 3 18 314" MAX.. 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 I 1 112" TYP. 1 MIN. 48.000 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 - 9" REF. X O 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 - 54.000 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3' 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 MTG. RAIL 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 Q 63.000 2 +C3 +2 3 1 1 +C3 +1 3 2 +C4 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C4 +2 3 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS Revsd By: Date. Revisions: Revsd By: Date: Revisions 1070 TECHNOLOGY DRIVE ANCHORAGE T ANCHORAGE SPACING , ' OX AND XO WINDOWS F.K. 90197106 B REVISEANCHORAGEFORM.0T, HEAD & SILL CLUSTERS NOKgMIS, FL 34275 r^+ Revsd By. Date. Revisions: � ALUM. HORIZONTAL ROLLER WINDOW IMPACT obertL. Clark, P.E. F.K. 5113106 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.O. BOX 1529 PE #39712 Drawn By.. Dare: anecxedsy. Date: NOKOMIS, FL 34274 Visibly Better serieau c scare: stmot: Dmw4vNO. Rev: F. K. 2128106 J.J. 3/23106 HR710 NTS 1 10 or 11 4127 - B Structural •• •• • • , *�� '� : A CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY 3 "rtbNC. W/ #12 HEAD A WOOD ANCHOR A APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM SEE NOTE 1 THIS SHT. W/ #12 HEAD ANCHOR TO CONCRETE EDGE IS 2". • ,• • ,1x WOQD BUCK AND NOTE 3 SHTS. 8-10) (SEE NOTE 2 THIS :: :• • ' ; : (SEA 1100 3) T. AND NOTE 3 0 • •• • • • 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR • • • • '•• •.' :•• ••' ••• 2x WOOD BUCK SHTS. 8 -10) A 1/4" SS4 CRETE -FLEX. (SEE NOTE 3) a 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE •' ' ' �• : •� 1 3/8 MIN. _ TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ,. • • �, ° A =�,� ` -,� A INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" J - _ 13/8 MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE -- = ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF MAX. I 1/4 X 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM SHIM' - OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT } SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS DETAIL A DETA B MAY BE USED. TYPICAL HEAD SECTIONS 5• MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM ---f 1 3/8" MIN. A EXTERIOR INTERIOR (HEAL} & SILL DETAILS) ® ( 2x WOOD BUCK WOOD ANCHOR W/#12 HEAD ---, (SEE NOTE 3) (SEE NOTE 2 THIS SHT. A AND NOTE 3 SHTS. 8-10) Ian 1 CONCRETE ANCHOR W/ #12 HEAD (SEE A V — N OTE 1 THIS SHT. AND WOOD ANCHOR W/#12 HEAD } 4 NOTE 3 SHTS. 8-10) (SEE NOTE 2 THIS SHT. AND f�t ! INTERIOR NOTE 3 SHTS. 8-10) (BOTH JAMB DETAILS) 114" 1/4" EXTERIOR SHIM SHIM DETAIL E MAX. _fMAX. - -. _... A 1/4" MAX. SHIM —► ( — 1 1/4" MIN. Appmwedmiscom@bingw0ft (1.5KSI CMU) OR • a. _ = 4 „ a .. a 1 3/8 MM. a... _� 1 318 MIN. °: 1 3/8" MIN. q - @ •a �' a -- - L 8 4 a e (3KSI CONCRETE) .ti. a q •• a •. 7 ° A a 2x WOOD BUCK ° CONCRETE ANCHOR A 4 °'.a a W/ #12 HEAD (SE L i 3KSI CONC. (SEE NOTE 3) ° NOTE 1 THIS SHT. AND -- I '4 x WOOD BUCK DETAIL C DETAIL D NOTE 3 SHTS. 8 -10) ( (SEE NOTE 3) - -- 1 a a TYPICAL SILL SECTIONS DETAIL F TYPICAL JAMB SECTIONS Revad By. Date. Rewstom De tao": Revadey: Dare: Revreror•: 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS F.K. 10117106 B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES NOKOMIS, FL 34275 T°e: Revad By. Date: Revra�a: .ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113106 A ADD NOTE 5. RO BOX 1529 Robert L Clark, P.E. NOKOMfS, FL 34274 Visibl Better lade wee. ' maw*vN& Re "' PE #39712 om m By. Dare: c WOWd By. Dare: .Y F.K. 2/28106 I J.J. 1 3123106 HR710 Haff 11 m 11 4127 -10 B Structural s • • • • • • • • • • • • may/ IJ 1j8" ANN. CLASS 108° n ; ' : :•: . 1 /$ ° HEAT STREN'D. GLASS WINDOW WIDTH .090" INTERLAYER • i • i • i i i i 0 INTERLAYER o p80" F 'DUPONT , SENTRYGLAS PLUS' �,_ 'DUPONT SENTRYGLAS PLUS' F ALSE MUNTINS aQ 3 » .. n 6 MAX. SURFACE APPLIED) _. _. ..., _ TYP. _ 2 a _5 - 1j8" ANN. GLASS • •• .•• • • .• f8" HEAT STREN'D. GLASS MAY BE USED (n (o 4 HEAD /SILL MAY A I I O 4 m A i i i � •' ' .i ' i •� f ! tt • • • • • • • • • SILICONE ' SILICONE DOW CORNING 795 F o o U DOW CORNING 79 ' " • m m Z Z � O v U I� it Is �I li � � •• • • • � •.• tl II II l+ II II � a - - -TI- D - - - - -IT - TJ- - - -R -- {�' m • • • • '� • 11 !+ ++ +I II 1! 0 V) •• • • • • • • �' II if II It Il 11 L) W h T1 V _ o ii If !� if o ii ! 11 C a a It 11� II +► 11 M II 11 F- (D 0-r-2 m t t a O - -- 1+ _- 14 - -- - -- II - -- II N� II It i '� . CO N -- -�I✓ - - fir - - _ 3 11 !I It 11 II I+ u7 11 II II U II tI z to GLASS TYPE 'A' GLASS TYPE 'Al' u -- -- - - - -� - -- - - - -u -- z N ______� -- -- m - - - - -- n -- - - >fi -- if if If I I I I v N 1 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS " .090 INTERLAYER .090" INTERLAYER 32 1/2" 32 3/8" 32 1/2 o C.D VB' d- �n 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE P D.L OPG. D.L OPG. D.L OPG. z 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS 36 5/8" 36 5/8" N VENT WIDTH VENT WIDTH nI SILICONE SIUCONE m w DOW CORNING 795 DOW CORNING 795 TYPICAL ELEVATION cn ^rn m 00 PER IT o ^i g Miami Shores Villa e o z N APPROVED BY DATE ,�,, {n N D: f wig ZONING DEPT BLDG DEPT SERIES -2000 ALUM HQ IZ. SLIDING WINDO 10G'OMI.Uw1WWtN.1.FEOl1. GLASS TYPE 'B' GLASS TYPE 'Bl' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS RER CHARTS SHOWN ON SHEET 2. STATE AND 100ti RULES AND RMLgAIIM THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. -.- 3/16" ANN. GLASS SHUTTERS ARE NOT REQUIRED. m °z 090" INTERLAYER APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 'DUPONT SENTRYGLAS PLUS' OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES 3j16" ANN. GLASS OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. c m° o_ a� SIUCONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 0 0 DOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) < - z m FOR HIGH VELOCITY HURRICANE ZONE (HVHZ). LAMINATED GLASS UR GE MISSILE I MPACT . WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1 I! Engr. DR. H FP,ROOQ r a ! ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Fl � I t RES + + EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO C.A.N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 8 ARE NOT PART OF THIS APPROVAL ULU A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF '' drawing no. ANCHORS INTO WOOD ONLY W03 -75 GLASS TYPE 'C' ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. sheet 1 of V DESIGN LOAD CAPACITX. ' fir' AOX $jZEP) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) to z. GLASS TYPE 'A+ 91,45 T 5:- l' ' GLASS TYPE 'A' GLASS TYPE 'A1' , , WINDOW DIMS. GLASS TYPE If ELM T1' G�fSS TYPE C WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE '$1' GLASS TYPE C o WIDTH HEI EXT.( +) INT . ( -) Exr.( +) ) oa.( +) 1NT.( -} WIDTH . HEIGHT E T.( +) ��NT. { -) EXT.( +7 INT.( -) ' Exr {-+) lhrq-_ ) 74" 28" 7 7Q.Q ap.0 7D.0•' • • % % 3 70.0 80.0 70.0 90.0 70.0 90.0 Z to 0 .7dQ. 90.0 26 -1/2" o N 1Q6 -1j4" (3) 9 70.0 80.0 • • 70.0 • Q •7Q�t; 90.0 37" 26" 4 70.0 80.0 70.0 90.0 70.0 90.0 0 H N 74" 38 -3/8 7 70.0 8d0 70.0' • 4 • 70!0 90.0 53 -1/8" (3) 5 70.0 80.0 70.0 90.0 70.0 90.0 H ati' Q o v 106 -1/4' (3) F 9 70.0 80.0 70.0 90.0 70.0 90.0 74" 1 7 70.0 80.0 70.0 90.0 70.0 1 90.0 O 74" 50 -5/8" 7 70.0 801 • • • 7t C • • 80.0• • UO 90.0 26-1/2* 3 70.0 80.0 70.0 90.0 70.0 90.0 a 0 ' 106 -1/4 (4) 9 70.0 74.4'. ;'7j 4 ; 91.0• • No 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 37 38 -3 /8" 4 70.0 80.0 70.0 90.0 70.0 90.0 oc 63" • i ' i • • • 53 -1/8" (3) 5 70.0 80.0 70.0 90.0 70.0 90.0 V 74" 7 45.4 49.6 AO 78.4 10.0 90.0 ( 74" 7 70.0 80.0 70.0 90.0 70.0 90.0 Z W rn 72" 6 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2 3 70.0 80.0 70.0 90.0 70.0 90.0 O Q < LZ 84" 24" 7 70.0 80.0 70.0 90.0 70.0 90.0 37" 50 -5 /8" 4 70.0 80.0 70.0 90.0 70.0 90.0 N 00 , N 96" (2) 8 70.0 80.0 70.0 90.0 70.0 90.0 53 -1 /8" (4) 5 70.0 80.0 70.0 90.0 70.0 90.0 A to 108" 9 70.0 80.0 70.0 90.0 70.0 90.0 74 7 - - 70.0 90.0 70.0 90.0 W Z = 72 6 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2" 3 70.0 72.2 70.Q 90.0 70.0 90.0 1 W 84" 36' 7 70.0 80.0 70.0 90.0 70.0 90.0 37" 83 4 54.0 54.0 70.0 80.3 70.0 90.0 96" ( a 70.0 80.0 70.0 90.0 70.0 90.0 53 -1/8" (5) 5 42.6 48.7 70.0 j 81.1 70.0 78.2 108" 9 70.0 80.0 70.0 90.0 70.0 90.0 24" 2 70.0 80.0. 70.0 90.0 70.0 90.0 72 6 70.0 80.0 70.0 90.0 70.0 90.0 1 36" 3 70.0 80.0 70.0 90.0 70.0 90.0 1 " 84" 48 7 70.0 80.0 70.0 90.0 70.0 90.0 48" 24 4 70.0 80.0 70.0 90.0 70.0 90.0 96" ( 8 70.0. 80.0 70.0 90.0 70.0 90.0 60" (2) 5 70.0 80.0 70.0 90.0 70.0 90.0 0 14- 108 9 70.0 80.0 70.0 90.0 70.0 90.0 72" 6 70.0 80.0 70.0 90.0 70.0 90.0 z r4k= � v 72' 6 54.2 57.1 70.0 90.0 70.0 90.0 24" 2 70.0 80.0 70.0 90.0 70.0 90.0 N 84" 60" 7 47.6 54.4 70.0 90.0 70.0 85.5 36" 3 70.0 80.0 70.0 90.0 70.0 90.0 1 r4 96" (5) a - - 70.0 85.9 70.0 83.4 48- 36" 4 70.0 80.0 70.0 90.0 70.0 90.0 o Z 108" 9 - - 70.0 80.0 70.0 80.0 �- {3} 5 70.0 80.0 70.0 90.0 70.0 90.0 z 3:4 ' A - NO. OF ANCHORS PER HEAD & SILL 72" 6 70.o eo.o , . 70.0 90.0 70.0 90.0 o M O = NO. OF ANCHORS PER JAMB 24" 2 70.0 80.0 70.0 90.0 70.0 90.0 0 Z m 36 �} 3 70.0 80.0 70.0 1 90.0 70.0 90.0 R 3 Z I- i 48- {4) 4 70.0 80.0 70.0 90.0 70.0 90.0 w (n N 60" 5 70A 80.0 70.Q 90.0 70.0 90.0 L j ! co 72" 6 70.0 80.0 70.0 90.0 70.0 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 24" 2 70.0 80.0 70.0 90.0 70.0 90.0 GLASS TYPE 'A' GLASS TYPE 'Al ' 36" 60 - 3 62.4 62.4 70.0 90.0 70.0 90.0 WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'Bl' GLASS TYPE C 48" 5 4 54.2 57.1 70.0 90.0 70.0 90.0 WIDTH HEIGHT EXT.( +) INT.( --) EXT.( +) WT.( -) EXT.( +) INT.( -) (1/4W) (1/2W) (1/4W) 60" 5 45.1 51.5 70.0 89.6 70.0 84.4 74" 26" 7 70.0 80.0 70.0 90.0 70.0 90.0 % ' 72" 6 - - 70.0 80.0 70.0 80.0 �^ o� 106 -1/4' (3) 9 70.0 80.0 70.0 90.0 1 70.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL w 74 38 -3/8" 7 70.0 80.0 70.0 90.0 1 70.0 90.0 ( ) = NO. OF ANCHORS PER JAMB 106 -1/4' (3) 9 - - 70.0 90.0 70.0 90.0 m °a 50 -5je° am Cob i�rl+#II� 74" 7 - - 70.0 90.0 70.0 90.0 (4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 72' 6 70.0 80.0 70.0 90.0 70.0 90.0'��'� 0 84" 24" 7 70.0 80.0 70.0 90.0 70.0 90.0 96" {z} a 70.0 80.0 70.0 90.0 70.0 90.0 m < m 108" 9 70.0 80.0 70.0 90.0 70.0 90 72' 6 70.0 80.0 70.0 90.0 70.0 90.0 NOTE: c b a4" 3 6" 7 70.0 80. 70.0 90.0 70 .0 90.0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON Engr. DR. HUMAYOUN FAROOQ ,: 'o Q 96" (3) a 70.0 80.0 70.0 90.0 70.0 90.0 ASTM E130 -02 (3 SEC. GUSTS) WITH REDUCTIONS RA. PEf16557. 105" 9 - - 70.0 90.0 70.0 90.0 FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION CAN. 3538 72" M. 6 70.0 80.0 70.0 90.0 70.0 90.0 2403.2 OF FBC 2004 EDITION. [10 1 J i L�j LC 84' ( 7 - - 70.0 90.0 70.0 9 0.0 ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE 72" 1 6 0 - (5) 1 6 - - 70.0 1 90.0 70.0 85.5 FOR WINDOWS WITH APPLIED RISER AT FRAME SILL 2006 drawing no. 0 A = NO. O F ANCHORS PER HEAD & SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS W03 -75 O = NO. OF ANCHORS PER JAMB TO 53.3 PSF SEE SCT. 'B' ON SHEET 3 sheet 2 of 5 ` ' "' ' • M_'37RUCTURES WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN w TYPICAL ANCHORS • • • i i i i i ` SiFEL OR ALUM. 1 8" MIN. THICK TYPICAL ANCHORS � n SEE ELEV. FOR SPACING ; ,•� �• • SEE ELEVS. FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER STEEL •: Fy 36 KSI MIN. �1BY • •�� • ' ' ALUMMUM : 6063 -TS MIN. THEM TO THE BUILDING STRUCTURE. 3 WO OD.. BUCKS z a 0) � a Z W t a d Q • • • • • ••� • • • . TYPICAL ANCHORS ' . a ° ' o ' ' �.. TYPICAL ANCHORS: SEE ELEV. FOR SPACING O o N 4 O • •; •• • • • • • SEE ELEV. FOR SPACING �. o . • • • •• • , •. a 1 /� ° �APCQNS I t INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 0 .o"'.. O o_ ` 1 -3/8" MIN. PENETRATION INTO WOOD a .• V .• + + �.• + + w THRU 1 B BUCKS INTO CONC. OR MASONRY O cin { A } 7 • • • • • 27 u 1-1/4" MIN. EMBED INTO CONC. OR MASONRY w M $ cr DIRECTLY INTO CONC. OR MASONRY 0 a a I 7 ALT. 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY O ai o N 9 514 SMS OR SELF DRILLING SCREWS i "' i.. j INTO METAL STRUCTURES (1/$" MIN. THICKNESS) r I M 21 I I (1/4" MAX. SHIM SPACE) "� W - 2 0 _ MIAMI -DAIDE COUNTY APPROVED MIAMI -DADE COUNTY APPROVED #10 SMS OR SELF DRI NG SCR EWS � c MULLION & MULLION ANCHORS MULLION & MULLION ANCHORS INTO DADE COUNTY APPROVED MULLIONS j SEE SEPARATE NOAA SEE SEPARATE NOA (NO SHIM SPACE) o, SEALANTS: Z FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. rT YPICAJL o ON 2 t/} n WEEPHOLES: co W S r- °° AN CHORS W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH - END 0 t M W WITH PLASTIC BAFFLE SEE ELEV. FOR SPACING Z J li TYPICAL ANCHORS W2 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END 4 - !� ! SEE ELEV. FOR SPACING 1 o T I. w �Ng j I L d N Q i r y u} ' j I • 'I 21 . a� wifrbl �• � TYPICAL ANCHORS Coale SEE ELEV, FOR SPACING dts -p lt+Cj' a $ 22 tt ✓� a 25 0 N n tlf n m 3 M N + c d o 0 J 10 - N :j o v n w o 1 1 v' 27 2 . m o < m + . + ALT 1 a z C 19 2 d STD. SI1,1. ,....: 4 •.' 4'. .. .... r E►>�. DR HuMnYOUN FAROOC r _o e . I STRUCTURES • FLA. PE if 16.57 U3 C.A.N. 3533 f ' 2213Y W1 \' T ' YPICAL Y W BUCK ANCHORS WOOD STRU E 1 drawing no. SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING W03 -75 sheet 3 of 5 W IT1sIid PART f QUANTIFY DESCRIPTION MATERIAL MANI ?. /SIJPPLIER/REMARIIwS C % • • • • • • 1 ES7003 1 FRAME HEAD 8083 -T5 - t •• • s. • % •• • 1 /4 MAX, . • • • • • • • • • • SHIMS • 27 ,4( • • • • • • • • 2 ES2 -1 1 FRAME SILL 6063 -T5 0 • • ••• • • • • ••• 3 ES2000 -3-1 1 FRAME JAMB VENT 6063 -T5 - _ J 4 ES2000 -1 1 FRAME JAMB FIXED 8063 -T5 - Z w �I a . • • • • • • • • • 5 ES2000 -5 -1 1/ VENT FIXED RAIL 6063 -T6 - a I C i• • • •• • • • • • • • • 6 ES2000 -4 -1 1/ VENT VENT MEETING RAIL 6083 -T6 - E'+ V O •• • • • a i s i i •� • • • • 7 ES2000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6063 -TS C3 M V d 8 ES2000 -6 -1 1/ VENT JAMB STU 8063 -T5 - (� a , 4 0_ 9 ES2000 -8 -1 AS READ. GLAZING BEAD 6063 -T5 - M a • • • • • • • • • • • • 10 ES2002 -1 1 SILL TRACK INSERT 6063 -75 - .� �• i•i i s i i i• •• O cn A 'O • • • • • •• • • x • • • • • • • • • 11 ES2011 AS RFEQD. Slit RISER 6063 -F5 - w w a TYPICAL . FOR 12 ES1009 2/ VENT VENT LATCH 6063 -T6 AT 8 FROM ENDS SEE c r !� M ELEV. FOR SPACING a 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 0 O. aC p e TYPICAL ANCHORS 14 - AS READ. FOAM FILLED FABRIC W STRIPPING - SCHLEGEL 00 O N ' ` fSEE ELEV. FOR SPACING 15 �a X 1" AS REQD. F"RAME/VENT ASSEMBLY SCREWS CRS P.H. SMS eW � EW 16 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS W � to = .� 17 43620 -187 AS READ. VENT & FIX. RAIL W'STRIPPING - AMESBURY OR EQUIV. a W in 1/4" MAX. VENT WIDTH 1/4 SHIM 18 43628 -187 AS REQD. FRAME JAMB W'STRIPPING - AMESBURY OR EQUIV. eB SHIM ((; } D.L.O. (�) } MAX. 19 WPHL -100 2 BAFFLE - M & M PLASTICS v 12 �- 1 is x . 20 #8 X 3/8" 2/ BAFFLE BAFFLE SCREW - P.H. SMS FT d � o 13 :, "•;:', 21 ES14f0 AS REGD. GLAZING GASKET SO PVC - _j N 1 Z z 3 a .. 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC 2 2 18 6 4 23 ES2006 2/ VENT ROLLER BRASS/ST. ST. - 3 x ° 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - z -4:: 0 25 - 1/ WEEP OPEN CELL FOAM PAD - Y X 3/4" X 1" LONG � }. 26 - 1/ VENT 5/16 BOX SCREEN - OPTIONAL N m NJ 4. 27 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL W "z 17 4 x NQ n _ _;._ _.:_.. : ' TYPICAL ANCHORS �r �� 8 9 _•. _.._ ._: ° '° SEE ELEV. FOR SPACING v .O h 6' - - - - -- SCREEN OPT. -- - - - -- DARE COUNTY APPROVED � o a MULLION loy 5 ' `d '' WOOD BUCKS :m D.L.O. ;'• ' a ' N C-4 S �{, w Ltl U-) g EXTERIOR `=' " "" _ "' WINDOW WIDTH + + : -: - - XO LAYOUT o TYPICAL ANCHORS OX OPPOSITE SEE ELEV. FOR SPACING = _ - o - - -_ m 1/4" SHIM o ~ C VENT WIDTH MAX. 1/4 SHIM 12 VENT WIDTH. WINDOW WIDTH � WINDOW WIDTH a 13 : r %, (D 3 R, Ci WOOD BUCK 18 6 a 'TYPICAL ANCHORS M r� SEE ELEV. FOR SPACING 0 ST RE ° ° &G� fL-Os o v a' 9 o IWO 0-1 nod D"r �iMt e 17 Engr. DR. HUMAYOLIN FAROOQ ® o SFRUCrJRES a 1 ---- SCREEN OPT. -- o - _ �_- SCREEN OPT.____ 1 FLA. PE: # 18357 4 , BUCKS CA N. 3538 ;:;_- .�y i; •. / "�' 2 20 drawin EXTERIOR g no. WINDOW wtID ° "�, W 03 -75 XO X IA YOUT sheet 4 of $ r V W 857 .837 15 �n 2.330 : ' ;• • • • ••• r 1.242 1715 i i i i i i ,803 .062 0 �-- i?43�" �� 15 � FL .813 if z W ' z • • •.0 2 • • • 0 : -^+ L.147 Q N a 2.186 1.344 i i • • • • • • TT r Q 0 A62 ' ' i • i iii O9 GLAZING BEAD {Yi 0 VENT TOP /BOTTOM RAIL a a �____� •• •• ••• - I l Q 813 • • • • • V n • �.1t8 • • • O • • • • • • • • .543 Z 930 1.400 .062 .949 .250 Q d Q �I Q ° " CO X - N BULB VINYL 2t J �1 FRAME HEAD 1 .149 .868 - w in u LA 1 1.421 1 _ in - C7 N 992 1.118 ,489 1122 .760 . ^ 1.250 .813 :g .813 FRAME TOP CORNER N O JAMB STILE .078 N .963 c5 d n 062 L230 0 %*: M 2.063 TYP. 2.375 VENT TO�BOTTOM CORNERS (n 2.996 062 t2 VENT LATCH 15 n3 '. LJ X {nd�n 868 L130 2.190 m P - j 3 N 0) .500 �- 062 0 `s J M g 1.250 .770 .500 $ Z +O § L- 2.330 � 2268 � � w (n N g �s MEETING RAIL N 'cn to FRAME SILL 2.113 !=LUSH FRAME ADAPTER L675� ,068 .450 .188 a .062 .250 1.212 .992 � �' o ir .312�� 2.941 1� .098 L.062 E3t"u T i�£vL u 1. .046 250 OM _w8D brie. w °z pr„oG ^d3rL•O ,- 10 SILL TRACK FIXED MTG. RAIL 1 t { 0 c a o 2.130 ,750 t t SILL RISER 1 m o° FRAME BOTTOM _ CORNER i a m 062 .813 809 Engr. DR. HtJAiAYO l�FARtRIQ �n Y c z N ` STRUCTURES 2.392 ,282 2'555 2.392 2.330 FM PE #_ts357 � L678 CAA 35313 I 8 I L 8 .062 r r MAY I L.969 j .719 L.969J drawing no. FIXED MTG. RAIL CO NER W03 -75 FRAME JAMB VENT O FRAME JAMB FIXED sheet 5 of a i• •i • i� ••• �•�•� i 144" 71 3/4" ADDL. ANCHORS REQQ. • • • • • • • FRAME WIDTH ADDL ANCHORS READ. FRAME WIDTH INTO OR THRU WOOD BUCt ( .;. ; : : • • • • INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 34 5/8" 68 3/4" 34 5/8" INSTALLATIONS ONLY 68 3/4" - - PFt,HEAD & SILL . • FRAME HEAD & SILL FR. HEAD & SILL FRAME HEAD & SILL • ' : • • • SURFACE APPLIED 6" MAX. 1 w J .' : z • • • : : 12 FALSE MUNTINS 6 MAX: TYP. C o #HEAD /SILL CO1=NQt •. • • MAX. HEAD /SILL CORNERS MAX. e E • A • ` C �' - -` -` MAY BE USED A !� • •• ••• ... N a . . • •• • • iii i•• • tl !! �� C lI ii / \ n n ii / CL S Z Ir + fail ° C�9 't0 C9 � i �Y •� �N •� !�/ •� F- A d Q ° i} C9 TY .� I.� -- -- rn o, in 4 it \ 11 It HI to m If 11 in n 11 v 1 !I to t I \ 11 i f I I t7 _ \ II f I I •eh' I! }t iif / iV ' If !1 \ II Ii ii u n if N z�� 3z 30 1/4 28 1/16" 12" 30 1/4" (f 1 g" i 2" — D.L. OPG. D.L. On. MAX. D.L. $ I •hores Village 1 $ m 34 1/4" 34 11/16" 34 1/4" APPROVED BY DATE tO PANEL WIDTH LEAF WIDTH PANEL WIDTH TYPICAL ELEVATIONS ZONING DEPT TESTED UNITS BLDG DEPT 8 SERIES -4000 ALUM OUTSWING FRENCH DOOR SUBJECT TO COMKW WITH ALL FEDERAL c� 3/16" H.S. GLASS 3/16" H.S: GLASS 1/8" H.S. GLASS W THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR STATE AND COUNTY RULES AN EGU T1ON a ° LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. .090" INTERLAYER .090" INTERLAYER .090" I V , DUP :ENTRYGLAS PLUS' 'DUPONT BUTACITE m 'DUPONT 8UTACITE PVB' Daft P& - ViC APPROVAL APPLIES TO SINGLE (X) AN DOUBLE (XX) LEAF DOORS iy � WITH OR WITHOUT SiDELITES. 3/1" H.S. GLASS 3/1B" H.S. GLASS 1/8" H.S. GLASS a mo SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. o c SEE SHEET 2 FOR DESIGN LOAD CAPACITIES SILICONE SILICONE �� •. °� DOW CORNING 795 SILICONE DOW CORNING 795 a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH" VELOCITY HURRICANE ZONE. p- 31 \ r. hIUMAYOUN FARO WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ' ! 1 ' 1 1' I sRt+UE1; p LOADS TO THE STRUCTURE. I'LA k N 5M r ANCHOR SHALL BE AS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO.. drawing na. ARE NOT PART L APPROVAL. COND ITIONS NOT SHOWN IN THESE DETAILS DHSS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C` AUG 200 W04-51 A 33X INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. GLAZING OPTION sheet 3 of 6� • • • • �' .' i STATIONARY PANEL (0) OR DOORS WITH SIDELITES (`} HEIGHTS: ; ; :•: : •;� DESIGN LOAD CAPACITY - PSF y� ' 'n NOMINAL HEIGHT FRAME EIGHT LEAF HEIGHT DAYLITE OPG. UNREINFORCED MULLION_ REINFORCED MULLION tiJ 6/8 - 79 -3/4" 77 -1/4" 9_pf1.8" WIDTH GLASS TYPE 'C' GLASS TYPE 'A' & • B' GLASS TYPE 'C' GLASS TYPE 'A' & 'B' 3. (W) FRAME HEIGHT e/o 9� (4:� 9 +1�4 "• • 8g- 1 /.f�" INCHES FT. /IN. EXT. ( +) INT. { -y EXT. ( +} INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -} z w �i n WIDTHS: � � i i • • � • •.' i 19 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 H F w IN i NOMINAL WIDTH FRAM WIDTH LEAF WIDTH DAYLITE OPG. 21 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 ! O 2/6 (X) 31-1/2' 28 -11/ 6" 20- �16' 24 70.0 80.0. 70.0 80.0 70.0 80.0 70.0 80.0 W 3/0 (X) 37 -1 *34-14 6 � ;. 28=1/16" 27 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 App�ea'ekas o- 5/0 (XX) 59 -3 • f = /jib". : 20-1 } l 8 30 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 6/0 (XX) 71 -3/V 'd4 -1 1 /r 26-1/16 33 70.0 80 70.0 80.0 70.0 80.0 70.0 80.0 I'4t1tA9 U r $ 36 70.0 73.2 70.0 80.0 70.0 73.2 70.0 80.0 .- DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', 'B' OR 'C' GLASS 39 65.8 85.8 70.0 80.0 65.8 65.8 70.0 80.0 G ¢� 42 70.0 74.2 70.0 80.0 70.0 74.2 70.0 80.0 rL O C4 18 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 " FRAME W{ FRAME WIDTH 21 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 WIDTH (W) W 9 et C 24 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 F I .. 27 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 / \ 30 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 J / K Q-- / 4 \ \ 33 70.0 80.0 70,0 80.0 70.0 80.0 70.0 80.0 f a o 36 89.4 69.4 70A $0.0 69.4 69.4 70.0 80.0 �j 39 62.2 62,2 70.0 80,0 62.2 82.2 70.0 80.0 x ! O 18 70.0 78.9 70.0 78.9 70.0 80.0 70.0 80.0 W $ d. 2 21 70.0 74.8 70.0 74.8 70.0 80.0 70.0 80.0 24 70.0 71.1 70.0 71.1 70.0 80.0 70.0 80.0 27 8/0 67.9 67.9 67.9 67.9 70.0 8010 70.0 80.0 B 30 65.0 65.0 65.0 65.0 70.0 8D.0 70.0 80.0 co (X) ( } 33 62.4 62.4 62.4 62.4 70.0 76.8 70.0 78.9 (0) co ' 36 60.1 60.1 60.1 60.1 62.2 62.2 70.0 76.0. O I MAXIMUM DESIGN LOAD RATING + 70.0 PSF W1 w2 W1 W 2 - W w1 W W Wt W2 Z.� ( FOR DOORS WITHOUT SIDELITES) ^ 80.0 PSF C A A C A C A C 1 N O= fn cl _4 F / / G \ \J f /A A NM 0 v ru { xo) (oxo } t oxx } { axxo ) ( ox) xxo WIDTH (W) W1 + W2 o (FOR DOORS WITH SIDELITES) 2 MAX. DOOR LEAF WIDTH - 34- 11/16" SEE CHART AT TOP LEFT CORNER FOR D.L. OPNG. SIZES fngn DR. FlUt�1AY0UlFA o � c STRUCTURES " FLA. PE f65S7 � O C.A.N. d no. SIDEL[TE WIDTH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH AUG 1 0 2004 04' - 51 f ~ sheet 2 of $ f • . • ... • • • • • • • • • • • METAL STRUCTURES U i • • • • • s (STEEL OR ALUM. 1/$' MIN. THICK) TYPICAL ANCHORS • • • i • e • • SEE ELEV. FOR SPACING TYPICq� ANC$$ 4 • • • • • • • STEEL : Fy - 36 KSI MIN. SEE ELM SPACING ALUMINUM : 6063 —T5 MIN. 4 -1 BY OR 2BY TYPICAL ANCHORS <� ,•.• • °.,�� '.�. ` tQQD BUCK SEE ELEV. FOR SPACING O .. • • • • 5 5 21 • ••• • • • • c� C 21 Lu Lu a I I C TYPICAL ANCHORS • • o � Q 18 15 $• �G N TH 3/4 MIN.—/ )\RS < 11 13 33 13 SEE ELEV. FOR SPACING w � j U) ! 6 PENEW77ON zs 2s 6 WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER a THEM TO THE BUILDING STRUCTURE. N 3t 31 a TYPICAL ANCHORS: SEE ELEV. FOR SPACING OPTIONAL rRIM 1 /4" TAPCONS .. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" 'MIN. PENETRATION INTO WOOD M 0 THRU 1 BY BUCKS INTO CONC. OR MASONRY Q c O H 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY p n rh O G3 W a `` W DIRECTLY INTO CONC. OR MASONRY z 5:. �+ _ 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY z W W '° 914 SMS OR 1 / 4" TEKS SELF' DRILLING SCREWS ! INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4 MAX. SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 31 31 WHITE /ALUMINUM COLORED SILICONE. o w Ol . 26 30 6 1/2' MIN. 6 2S THROW BOLT 32 PENEI'RATIQN (.-�) INTO SILL 15 . 22 15 33 34 .' (� � c a �..� 21 21 $ — 3 3 :. 14 14 Eng, : {3R. • HtJ#ilAYOUN t'AROQq a $ m owl a App 25 I F'I.A. PE "557 M ceaw I • e C:A.N. Q 8 ° a • • tl• e ° " 3/16" X 1-1 /2" ° a a 4.. WEEP SLOT ^ TY¢'tC X AL 'ANCHORS mi�ok n " ^ TYPICAL AN CHORS EE 3/16 WEEP SLOT P SLO T SEE ELEV. FOR SPACING 2/ SILL AT XX DOORS S ELEV. FOR SPACING DhWA r~t drawing no. By 1 /SILL AT SIDELITES 1/ SILL AT X DOORS STATIONARY UNITS OPERABLE UNITS AUG 10 2004 W04 --51 sheet 3 of 6 • • • • • � • • • . INTERIOR EXPOSED FLUSH BOLTS r , i • • • • • i AT 10' FROM EACH END � • ••• �10'X'3f4 "�SM�5 1 /4" MAX. • . 2 f r= 1 ® 8" FROM ENDS © CONCEALED FLUSH BOLTS Z v SHIM ` J & 14' O.C. M / AT 10" FROM EACH END �? 3 • •' • • • • • • • • • • • 4 28 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS O Q m • 13 •• • • • 13 MUST BE ENGAGED DURING PERIODS E'•; a o- "' ' • • OF HURRICANE WARNING) t p 22 • 10 •• ••• •• 34 CL a� • • 0 to" (7 Z> L 00 C4 21 ¢ 29 2g N a D.L. OPG. D.L. OPG. SIDELITE PANEL WIDTH LEAF WIDTH a o FRAME WIDTH �+ 34 22 d• TYPICAL ANCHORS REINFORCING AS READ. EXTERIOR OPTIONAL TRIM SEE ELEV. FOR SPACING 96" X 2" X .96" X 1/8" } FULL LENGTH STL CHANNEL SEE SHEET 2 R CAPACITY (STEEL TO BE PAINTED OR PLATED) r G ~1 � TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL A H SPACING ' � Z TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM • Q IM MAX. SPACE 1/4" �• ti W L SHIM SPACE (� W ' Z3 f3 v I L a,'• to ac • e o Z9 19 �.•. .,..r' a 'd •� 19 � � • a. 24 17 8 8 2BY 1 D.L. OPG, WOOD BUCK 5;: DR HH Ut * J N FAR= .' o WOOD BUCK Fi.A. PE 18557 LEAF WIDTH Approved as co IdW FRAME WIDTH EXTERIOR drawing no. AUG 1 0 2004 W04 - 51 sheet 4 of 6 4.040 • •' • • • • • • • • • • • • • • • • • ;2 0 ITEM # PART # QUANTITY DESCRIPTION MATERM MANF. /SUPPLIER /REMARKS _ 375 1 ES3001 -1 1 FRAME HEAD Bd83 -T6 }� N 225 688 2 ES3001 -2 2 DOOR FELINE JAMB 6063 -T6 1:500 ,1 I ww• --�{ - - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -T5 - z n • w • 2.2,;4 •'. • • • T 4 ES3003 -1 AS REQD. SIDEUTE ADAPTER 6063 -T6 - z 0 • • • • • • 07$ ' • • • �' 0,812 5 ES3004 AS REQD. SHEAR PLATE ® ANCHOR LOCATIONS 6063 -T6 3 LONG 0 N I . ' ww WEDGE GASKET (SCAB I U + 8 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - � O 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 2,018 • • • • • • • f 8 ES3007 -1 1 / LEAF DOOR LEAF - LOCK SIDE 8063 -T6 - a 9 •• •• w • •� !� -2.125 �1 Q FRAME HEAD /JAUq ••• • • • •' 3.350 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8063 -T6 - Oa J • 1.60$ s • • i i • i i i • • w .078 t 10 ES3008 -1 AS REQD. SIDELITE STILE 8063 -T5 - n �� 060 -- --Y 11 - - � 395 I n 12 - - - - - � Q 00 O a .3$� 8 t 2.674 2.o { aa I I t3 ES3dt 1 AS REQD. JAMB TRIM 6x83 -T5 OPTIONAL O °- 0 a ,500 ! I I 14 ES3012 1 SILL COVER 6063 -T6 - 3 .. is ,ES3013 2/ LEAF WEATHERSTRIP ADAPTER .6063-T5 18 WEATHERSTRIP ADAPTER Q SHEAR PLATE Q 18 ES3014 -1 .4/ PANEL PANEL CLAMP 6063 -T6 - I Es " i ~} I Q 17 MM03 -3 3/ OPER. LEAF HINGE ASSEMBLY 6083-T6 - w F I �^ t-I.750 A852 I _ - - 1 I {+ 18 FD- 100 MANUALLY OPERATED FLUSH BOLTS SULLIVAN N &ASSOCIATES 3.375 19 DOOR LOCK {SAVANNAH 2O1SL) YALE $00 045 C 20 - - DEAD BOLT LOCK (PREMIER) - YALE 078 a 21 W22321NG AS REQD. FIN -SEAL PILE WSTRIPPING - ULTRAFAB 22 ES3020 AS REQD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 4.000 3.500 I I 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8 THK. X 7 -7 /a LONG N 2A00 I I 25 - 2/ LEAF 3/8 DW THREADED ROD W/ NUTS STEEL - >-- t3 JAMB TRIM (OPTIONAL) H 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS D7 .913 L 27 - - - - - 1.112 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - < 29 ES4019 AS REQD. PANEL SILICONE STOP NEOPRENE - G n �6 TOP /BOTTOM RAIL - I 17 3 PIECE HINGE 30 - AS REQD. 3/8 DIX X 1/a HT. BUMPER SILICONE FRANK LOWE RUBBER CO. Z 250 1.53f 31 ES4013 AS REQD. WEDGE GASKET - $ Z 2.163 32 ES3022 2/ STILE FLUSH BOLT BRACKET 8083 -T5 - 1.145 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - 10 X 1 FH SMS vi N ` .490 ,078 34 Q /LON AS REQD. DOOR PANEL W'STRIPPING -- SCHLEGEL U) 2 16 PANEL CLAMP 1.500 .563 2.000 TI .913 }-4.000 N �t CF_ 0 (� FRAME SILL 1.750 .621 1.145 .D94 .062 475 __. ..927 10 SIDE LITE STILE 14 SILL COVER i < 4.625 .094 913 4.400 "� 2.674 Engr. DR. HUUYOUN FAROdQ STRUCTURES 1.984 .078 .395 p aetea 1M FLA: -PE 1'6557 5901.750 C.A.N. 3538 . 1.750 .590 750 4.000 3.350 Iwo .094 .913 �_ 1 Q � AUG 2004 drawing no. W04 -51 Q HINGE STILE ®® LOCK STILE /KEEPER STILE ® SIDELITE ADAPTER sheet 5 of 6 .,A 28 SS ®If ecwe FLk* FE # 40557 CAN. . 538 BU �0 0 1 rn o' o 0 U � v U h pp �ZyK O �e4 a s N It) ,l o o t , n I 3 Z . 8 N 0 v LJ C� 9 � M drcwing no. • • • • • • • • • • .,A 28 SS ®If ecwe FLk* FE # 40557 CAN. . 538 BU �0 0 1 rn o' o 0 U � v U h pp �ZyK O �e4 a s N It) ,l o o t , n I 3 Z . 8 N 0 v LJ C� 9 � M drcwing no. .Y • ••• • • • • ••• MIAMFGADE (�. • • • • • • - IWAMII -DAIDE COUNTY FLORIDA + • • • • • • • • METRO -DADE FLAGLER BUILDING BUILDING C t;BCCfJ. • • • : 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CO MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANeE: (NQ A): • : • • 0 www.buildingcodeonline.com E.S. Windows • • • • • • • .. .. . ....... 5220 NW 72n Ave. Bay #4 ��N 29 ��7 Miami, 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 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. 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 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: Series 4000 Aluminum Sliding Glass Door -LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LNII), sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 11108/03 and last revised on 09 -20 -2006, signed and sealed by Dr. Humayoun Farooq, 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 Division. 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 and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its :distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04- 1117.05 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 06- 0606.02 — Expiration Date: March 18, 2009 Approval Date: October l2, 2006 `y ti� b Page 1. A .. .. . • . .. .• . . . . . . • • . . . • • . . • ••• • • • • ••• E.S. Windows NOTICE (W A' (�`,��t�OF: E�ENCE SUBMI TTED A. DRAWINGS ( transferned fro6fik-# 04- 1117'05) 1. Manufacturer's die drawings and sections. Drawing No. WW03.140, Aluminum Sliding Patio Door "11), sheets 1 through b f 1, f r"el by Al.-Farooq Corporation, dated 11/08/03 and last revised on 09.24 -Z46, sngnecla;d SeVed by Humayoun Farooq, P.E. B. TESTS (transferred from file # 04- 1117.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908; dated 10/09/03, FTL -3909, dated 09/26/03, FTL- 3910, dated 09/30/03 and FTL -4287, dated. 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 06- 03-06, complying w/ FBC 2004, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 11/07/03, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 04- 1117.05) 3. Glazing complies with ASTME- 1300 -98 & -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 01- 1204.01 issued to "B.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01114/07. 2. Notice of Acceptance No. 05- 1208.02 issued to "B.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance w/FBC -2004, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 05/22/06, signed and sealed by Dr. Humayoun Farooq, P.E. G. OTHER 1. This NOA revises # 04- 1117.05 (# 03- 1208.02) 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code.(# 04- 1117.05) t,-14 ). L. A Kd c Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06- 0606.02 Expiration Date: March 18, 2009 E -1 Approval Date: October 12, 2006 •• •• • • • •• •• • MIAM1•DADE e • • • • • • • 1 • • • • • &KAMI•DADE COUNTY, FLORIDA • • • • • • • • . • • _ -DADS • • • • • •• FLAGLER BUILDING BUILDING CODE C L A O) • • • • • • :0- • 240 WEST FL•AGLER STREET, SUITE 1603 PRODUCT CONTROL MIAMI, FLORIDA 33130 -1563 D • � l:�Y� l~T 051 75 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • ! 0 ! • • • • • ' •www.buildin codeonline.com . 20 • • E.S. Windows, Inc. . 10653 NE Quaybridge CT. BY Miami, FL 33138 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 Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas w ere 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. 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 rigbt 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: Series 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series 1500 Aluminum Fixed Window (L.M.I.y', sheets 1 through 7 of 7, prepared by AL- Farooq Corporations, dated 07/31/03 and last revised on Nov 22, 2006 w/ revision "C ", signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0308.05 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06- 1201.05 Expiration Date: November 06, 2008 — Approval Date: February 01, 2007 1 Page 1 006 0 0 000 • • • • • • • • .• • E.S. Windows, Inca • • •. • • . • NOTICE OF ACCEPTANCE: EV]EDENCE SUBMITTED A. DRAWINGS (Transferred from file # W -03U.05) • • . • • . 0 • • 1. Manufacturer's die drawings and sections. •• .; ; ; 2. Drawing No. W03 -57, titled "Serres 1 .100 AV&Adm Fixdd Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by AL- Farooq Corporations, dated 07/31/03 and last revised on Nov 22, 2006 w/ revision "C", sigr�tf alldsea1Qd:)*y r ' Hju&youn Farooq, P.E. . .•o • • . • •• B. TESTS (Transferred from file # 06- 0308.05A ; ::: 0 1. Test reports on 1) Air Infiltration r est, per F$C,. 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 drawings and installation diagium of an aluminum fixed windo'A, prepared by Fenestration Testing Lab., Test Report No. FTL- 03079, dtd 05/16/03, FTL - 03081, dtd 06/09/03 & FTL -03082 dtd 05/14/03, all signed & sealed by Joseph Chan, P.E. 2 Additional tests per test reports # FTL5054 dated 10/03/2006 per TAS 201, 202 and 203 -94 for Arch, Round & Cathedral shapes aluminum fixed windows, issued by Fenestration Testing Lab, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11- 21 -06, signed and sealed by Dr. Humayoun Farooq, RE 2. Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 03/06/06, signed and sealed by Humayoun Farooq, P.E. (Transferred from file # 06- 0308.05) 3. Glazing Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. . Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02, issued to E.I. DuPont DeNemours for "Duponut Butacite ® PVB ", expiring on 12/11/10. 2. Notice of Acceptance No. 01- 1204.01, issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", expiring on 01/14/07. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", dated 11 -22 -06 & 03/06/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test report. G. OTHER (Transferred from file # 06- 0308.05) 1. This NOA revises NOA # 03- 0308.05 (03- 0910.01), expiring 11-06,2008. 2. Test Proposal # 06 -0306, dated July 18, 2006 approved by BCCO. 3. Test proposal dated Feb. 14, 2006 for "sill base adapter" submitted by Al- Farooq Corporation, approved by BCCO. 4. Test proposal # 02 -0929 approved by BCCO dated 01 -09 -2003. 5. Letter dated 10 -09 -03 from the consultant stating the product is i co pliance w/ FBC 1 S4wa L►.h K d.► haq I. Chanda, P.E. Product Control Examiner NOA No 06- 1201.05 Expiration Date: November 06, 2008 Approval Date: February 01, 2007 E -1 Y 0. By� MIAMf• MADE • :: •' t 1WE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE C L C41� • • • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIW4I0J;,; ; ; ; : : • • • MIAMI, FLORIDA 33130 -1563 • • • • • • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACaPT ANt;E•(l�bA)•• www dildinacodeanline.com PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 S COPE: 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 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. 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 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: Series HR-710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 a r . twl1 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Z Pagel . . ... . . . ... PGT Industries Inc. 904VF bE •ACE PT GE' EVIDENCE SUBMITTED ..... A. DRAWINGS 1. Manufa=egs aieliraMajf�anci jections. 2. Drawing %o.1 171$, jQ' * 'Alin Horizontal Roller Window, Impact ", sheets 1 through 3'l of 1 i, k;cd 02/2$706, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS I. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed -and sealed by-Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Laxgaespada, P.E. G. OTHER 1. Letter from the consultant staring that the product is in compliance with the Florida Building Code (FBC) Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 e •• •• • • • •• •• • ' ' ' ' ' • • • • • MIAMI -DADE COUNTY, FLORIDA MIAMI -DADE _ ro .. o.. ' `• • • •o• METRO =DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFIC • • 0- • ' '•; • ; 0 1404VEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ; ••• • • • M [AM I, FLORIDA 33130 -1563 ' ' (305) 375 -2901 FAX (305) 375 -2908. NOTICE OF ACCEPTAN www.buildingcodeonline.com l" .... . o. . . . E.S. Windows, Inc. . . ... . .. .. . 5220 N.W. 72 Ave. Bay #4 . ..... JUN 2 9 2001 Miami, FL 33166 SCOPE: BY:..W........ 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 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. 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window- Impact APPROVAL DOCUMENT: Drawing No. W03-75 Rev B, titled "Series -2000 Alum Horiz. Sliding WDW. (L.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03 and last revised on May 12, 2006, signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 03- 0910.02 consists of this page 1 as well as approval document mentioned above,.. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06- 0316.05 Expiration Date: November 06, 2008 Approval Date: June 30, 2006 Pagel �61t °�4 . . ... . . .... . . . . . .. . . . E.S. Windows, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. . . • •.• A. DRAWINGS (transferred from tile %03-6004 - 1. Manufacturer's die drawings and s�rtios • •. • 2. Drawing No. W03 -75 Rev B, titled "Series -2000 Alum Horiz. Sliding WDW. (L.M.I.) ", sheets I throuo *5 of 5, sepawd j y,Al jarooq Corporation, dated 08/27/03 and last revised Cg I ay 2 2$0g, hgnt% and sealed by Dr. Humayoun Farooq, P.E. •.' :: '.' :::...41 41 B. TESTS (transferred from file # 03- 0910.02) I . Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 3809 (03078), dated 06/16/03 and FTL -3804 (03077) dated 05/15/03, both signed and sealed by Joseph Chan, P.E. (Note the test report # FTL -3804 has been revised & reissued by Fenestration Testing Laboratory dated July 16, 2006, signed and sealed by Joseph Chan, P. E.) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, prepared by Al Farooq Corporation, dated 05/12/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 09/06/03, with revision date 9/25/03, signed and sealed by Humayoun Farooq, P.E. (transferred from file # 03- 0910.02) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass (R.) Plus ", expiring on 01/14/07. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. Dupont DeNemours for "Dupont Butacite ® PVB ", expiring on 12/11/10. E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS I . Statement letter of conformance to FBC 2004, issued by Al- Farooq Corporation dated March 27, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letters part of above test reports. 3. Addendum letter dated 05 -08 -06 issued by G. OTHER 1. This NOA revises # 03- 0910.02, expiring November 06, 2008. 2. Test proposals # 02 -0929 dtd Jan 09, 2003 & 02/21/06 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0316.05 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 E -1 f • ••• P1 0 �! • • • • ' M 1� DA[)E • • , • • 0 • • • ": MIAMI -DARE COUNTY, FLORIDA : ' ` • . • ' • • • : • • MM&DADE FLAGLER BUILDING BUILDING CODE COMPLIAN(; : 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION' • MIAMI, FLORIDA 33130 -1563 CEPT C • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF AC E.S. Windows :::.:::•.. D 21Y L91 10653 N.E. Quaybridge Ct. �� Miami, FL 33158 SCOPE: � , _® I 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 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 AM (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 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 Outswing French Door APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -4000 Alum Outswing French Door - Impact sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed by sealed by Humayoun FmuN, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 - -- ma terials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any --- p roduct, 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. AD VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by a■w�rs�he expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall NNNNWE=)e done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors -- en d shall be available for inspection at the job site at the request of the Building Official. i s NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned bove. Wh e submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 0712.02 *q ° K Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 a ' • • • • • • • • MM I DADE • • • • • • • • • •' • •' XIIAMI -DARE COUNTY, FLORIDA :. • ' ' ' ' . • METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCL' PMC* (BCC • • • •' • ' 140 WEST FLAGLER STRIZI!, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTWfL E.S. Windows 0 ' •' ::: • • • •' 10653N.E. Quaybridge Ct. Miami, FL 33158 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 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. 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 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 Outswing French Door APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series4000 Alum Outswing French Door- Impact sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06104, signed by sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's. name or logo, city, state 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 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 Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 0712.02 Expiration Date: September 16, 2009 v Approval Date: September 16, 2004 �t Ne 1 s • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• E.S. Windows . • •• • • • • • • . • N( Gj OF U CTPTANE EVIDENCE SUBMITTED A. DRAWINGS •.. • • • • • • • • • • 1. Manufacturefla dfb- "w;nj %anpsectizlns. 2. Drawing No,)f 0;.jI,: ptlji :SWws.4000 Alum Outswing French Door- Impact", Sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed and sealed by Humayoun Farooq, 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, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. 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, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3955, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations, ASTM- El 300, and structural analysis, dated 06 /09/04, prepared, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite@ PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/ l . Herminto F. Gonzalez, P.E. Director, BuWng Code Compliance Office NOA No 040712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E -1 KS. Windows ... ... .... .. . NCI�I' �bF �FTANCE:EVIDENCE SUBMITTED F. STATEMENTS .... . .. ... .. I. Statement letter ofWniodnink Ud no financial interest, June 09, 2004 signed and sealed by Humayouq 1. 't1L , �.F.• : • : :.. .,' 2. Statement letter of no financial interest, June 09, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER I. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Hernkido F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04471202 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E -1 305252'7029 04/08/2005 14:52 FAX 3052527029 ASSURANT SOLUTIONS Q001/001 'To Village of Miami Shores Building Department Do Not Release Blue Prints to anyone withoult Homeowner's permission Home Owner is Sailesh Mehta Day Phone 305 252 7035 x 32592 Property Address; Sailesh Mehta 10480 NE 5 Ave. Miami, F1. 33138 Miami Shares Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 oz 'o 7 Tel: (305) 795.2204 Fag: (305) 756.8972 �'�` BUILDING 0 ®�l Permit No. ? 2 o o3 -1 Z 9 PERMIT APPLICATI 2 X00 master Permit No. FBC 2004 BY_ P_ --- _ ®_ ________ Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owniees Name ee Simple Titleholder (F p ) Phone # (3 ay) _7S' Owner's Address 1 ®�° City _CV State Zip TenaabLessee Name (-1 GXt 1 1(Y44( t Phone # 0S J 7 El 0 0 Job Address (where the work is being done) O O F S \ N City Miami Shores Village County Miami-Dade Zip 3 3 FOLIO /PARCEL 9 Is Building Historically Designated YES NO L--' Contractor's Company Name (`N cx C e coq, �Sk_ u S 1 co Phone # #�J �j 9 1 y 9 (� Contractor's Address qS 0 D 11ae_« City ®�1°�0� ec,c�, State Zip - 14-4 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square ! Linear Footage Of Work: Type of Work: (�ddition ❑Alteration ❑New. ❑ Repair/Replace ❑ Demolition Describe Work• Submittal Fee $ Permit Fee $ 0 0 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ :$*Mural Review. $ Total Fee Now Due $ See Reverse side -� 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 CONDTTIONERS, 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: l �O Plans Examiner Engineer Zoning (Revised 02108/06) iniaml mores v wage Building Department 4rn. Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 D MC Permit No. 0 DEC �� Job Name "4 �� Date l t3 BY O W b ,____..._.._. BUILDING CRITIQUE SHEET f2 e In f L tA S t v k 7o t �I Reviewer: Claudio Grande CAO 305 - 795 -2204 Ext 1430 The following pages were originally attached to plans with the following permit # DELRAY BEACH DIVISION 9500 W. Atlantic Avenue Delray Beach, FL 33446 561 -499 -1090 � -- : � R www.sctruss.com Fax 561 -368 -8037 O FIELD •• l 0000 • •e ('� tr �� 0000•• • • s ��s`�✓/) • • 0000 � • 0000•• 0000 . • • • • 0000.• 0000•• 0000 •• •• 0000• •• • 0000.0 0000• •. • 0000 • • • •• 0000 D7679R139036 0000•• • • • 00.0 0 MEHTA, SAILE SH CUSTOMER: MODEL: LOTI PROJECT; MEHTA ADDITION ADDRESS: MIAMI -DADE COUNTY "Established in 1989" Job Truss Truss Type Qty Ply D7679 Al COMMON 7 1 Job References (optional 6.300 s Apr 4 2006 MiTek Industries, Inc, Tue Nov 1410:02:47 2006 Page 1 - �-0 -p 6-7 -13 12 -3-2 17 -10-8 23 -5-14 29-1 -3 35-9 -0 36-9 0 14-0 6-7 -13 5-7-6 5-7-6 5-7-6 5-7-6 6-7 -13 1-0-0 stele: a,sb1 3.00 FIT 64 nnzo= s Bx9 MT20 : 6.4 MT20-- 4 s 2x4 MT MT20 2c4 •i 3 W2 W2 117 4 2 8 4x14 MT20= 12 11 10 4x14 MT20= 3x4 MT20= M MT20= 3X4 MT20= 9-5-7 17 -10-8 26-3 -9 3 5-9-0 9-5-7 8-5-1 8-5-1 9-5-7 Plate Offsets X, 2:0 -0-0 0-0-6 4:04-8,Ed e , 6:04-8,Ed e , 8:0- 0-0,0 -0-6 11:0 -4-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.96 Vert(LL) 1.0310-11 >407 240 MT20 2441190 TCDL . 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -1.24 10-11 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.31 8 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc T1 2 X 4 SYP SS, T1 2 X 4 SYP SS purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 2= 2145/048 -0, 8= 2145/0 -8-0 Max Uplift2=- 2211(load case 3), 8= 2211(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-3=-6067/5420,3-4--5499/4882,4-5= 3966/3694, 5-6= 3956/3694, 6 - 7= 5499/4882, 7- 8=- 6067/5420, 8- 9=0/42 BOT CHORD 2 -12=- 5019/5788, 11- 12= -4135/ 4868,10 -11=- 4135/4868, 8- 5019/5788 WEBS 3-12 =- 6111758, 4-12= 329/632, 4-11= 1290/1266, 5-11= 1162/1371, 6-11= 1290/1266, 6-10= 329/632, 7- 10=- 611/758 NOTES j 1) Unbalanced roof live loads have been considered for this ; ; • • • ; • � • • O 2) Wind: ASCE 7 -02;146mph (3- second gust); h =25ft; TC15 .= 5.094f; PeFL:5.4p� 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.09 • • • . • . • 3) This truss has been designed for a 10.0 psf bottom choPliveload ndnconCundht *ittM my other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2211 lb uplift at joint 2 and 2211 lb uplift at joint 8. • . • . a • . • 0 Goo • • • • : • • • • LOAD CASE(S)Standard • i i i • i • • • • • i • • • • • • • • •• • • 0 • •• • 'I ••• • • • • ••• • • � +. ,r • • • • • • • • • • "MMaenn111u`- • •• •• 0 • •• •• Job Truss Truss Type Qty Ply D7679 A2 HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:48 2006 Page 1 1 - 0 - p 6-1 -2 i 11 -1 -13 16 -2-8 19-6 -8 24-7 -3 29 -7 -14 1 35-9-0 3,6 -9,0 1 -0-0 6-1 -2 5-0-11 5-0-11 3-40 5-0-11 5-0-11 6-1 -2 1-0-0 Scale =1:06. 3.00 12 6x12 MT20H= -4 6x12 MT20H= 6 6 6x12 M1720K; 6x12 MTM0 4 T 2x4 MT2011 / 1 ^-- ..�,,,` 2x4 MT2011 3 ^" W VY3 N/3 y 1 E9 10 (g 4x14 MT20= 16 14 13 12 11 4x14MT20= cS 3x6 MT20= 4x10 MT20H= 34 MT20= . W MT20= 4x6 MT20= I 6-1 -2 16-2 -8 19-6-8 29 -7 -14 35-9 -0 z 6-1 -2 10-1 -6 3-40 10-1 -6 6-1 -2 Plate Offsets (X,Y): R:0-0-0,0-0-6], 4:0 -5-8 0-3-4 , [5:0-7-0,0-2-4], 6:0- 7- 0,0 -2-4 :0-5 -8 0-3-4 9:Ed e,0 -0-6 , [14:0-2-0,0-1A LOADING (psf SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) 1.01 14-15 >418 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.93 Vert(TL) -1.43 14-15 >295 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.29 9 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 '`Except'" TOP CHORD Structural wood sheathing directly applied or 2 -2-0 cc T1 2 X 4 SYP SS, T1 2 X 4 SYP SS purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb/size) 2= 2145/0 -8-0, 9= 2145/0 -8-0 Max UpIWQ=- 2196(load case 3), 9=- 2196(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-3=-6153/5231,3- —"095/5357,4-5=-4265/3880,5-6=-4105/3849,6-7=-4267/3881, 7 -8=- 6094/5357, 8- 9=- 6153/5230, 9-10 =0/42 BOT CHORD 2- 15=-4840/5865, 1415= -4285/5037, 13-14 =3261/ 4103,12 -13= 3261/4103,11 -12=- 4285/5036, 9 -11 =- 484015865 WEBS 3-15= 328/454, 415=- 637/1004, 4-14= 1095/1183, 5 -14=- 5071662, 5-12 =- 303/308, 6-12= 507/655, 7 -12= 1094/1182, 7- 11=- 637/1003, 8-11= 328/455 NOTES •• ••• • • • . • •• 1) Unbalanced roof live loads have been considered for this Vesigg. • * 9 : : : : I 1CJ 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL--5.00; lZCdL 5.QpSM * Cate4gry 11; Exp C; enclosed; ��.• C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.06. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord INN load nonconcurrent with any other live loads. 5) All plates are M1120 plates unless otherwise indicated! • • • * 00 ' •; 0:41 •; • 6) The following joint(s) require plate inspection per the c4un; IV�%pd alhen this:.truss;s chosen for quality assurance inspection: 5 and 6. • • • • • • • • e • • 7) Provide mechanical connection (by others) of truss to bearing plate capablg of withslandirtg 2196 lb uplift at joint 2 and 2196 lb uplift at joint 9. LOAD CASE(S)Standard • • • • • • • •(. K • • • • • • • • • • ••• • • • ••• • • Job Truss Truss Type Qty Ply D7679 AG3 HIP 1 2 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:52 2006 Page 1 - 1-0 -p 4 -9-15 8-4-8 11 -1-0 14-2 -8 17 -10 -5 19-1- 21-6-8 , 24-8 -0 27 -9-9 30 -11 -1 35-9 -0 1 -0-0 4-9-15 3-6-9 248-8 3-1-8 3-7 -13 1 -2 -14 2 -5-5 3-1-8 3-1-8 3-1-8 4 -9-15 1 -M stake: 8118'='1 3.o0 Fi 2 6x18 MT2014= 3x4 MT20= 8x18 Mf2Wi= 8x14 M720H.= 6 6 7 ttt 4x4 MT20= 54 MT20 = 4 8 3X4 MT20-- 3 9 4x4 Mf20:- • 2 6 T V 8 4ta��Zz 20-- B2 u 23 Id 6x14 W20 22 21 2420 26 18 28 18 27 28 17 29 16 16 14 6x14 MT20 10x10 M720. = 2x4 MT2011 WB M720= W MT20= 6x6 Mf20= 7x8 MT20= 4x8 M720= 4x4 Mf2D= 4x4 Mr== 2x4 M720 1I 4-9-15 '1 -1 -0 14 -2-8 17 -10-5 19-1 - ,321 -6-8 , 244W 27 -9-9 , 30 -11 -1 • 3 5-9 -0 4-9-15 6-3-1 3-1-8 3-7 -13 1 -2 -14 2 -5-5 3-1-8 3-1-8 3-1-8 4 -9-15 Plate Offsets (X,Y): [1 :0-6- 12,0 -5 -0], [1:0- 4- 11,Edge], [3:0- 2- 4,0 -2 -0], [4:0- 6-8,Edge], [8:0- 2 -0,0 -1-8], [11:0- 7- 8,0- 2 -12], [13:0 -1- 10,0 -1-8], [17:0 -2-0 , 0-2-01, [18:0-4-0,0-4-8], [19:0-2-4 [20:0-2-0,0-2-0], 21:0 -3-0,0 -3-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 1.00 Vert(LL) 1.26 18 >334 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.83 Vert(TL) - 1,21 18-19 >348 180 MT20H 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) -0.25 11 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc T4 2 X 4 SYP SS, T1 2 X 6 SYP SS pudins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (Ib /size) 1= 4795/0 -8-0, 11= 3912/0-8 -0 Max Horz 1= 71(load case 3) Max U pliftl = 5268(load case 3), 11=- 4443(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 - 2= 17511/19380, 2 -3= 18091/20202, 3-4=- 14718/16100, 4-5= 11982/13074, 5-6= 11581/12802, . 6- 7= 10962112390, 7 -8= 11305/12702, 8-9= 12891/14778, 9-10= 13530/15298, 10-11 =-I 3114/14547, 11 -12 =0130, 12 -23 =0/25, 13- 23=0/0 BOT CHORD 1- 22=- 18645/16939, 21 -22= 18645/16939, 21 -24=- 19399/17568, 20-24= 19399/17568, 20-25= 15065/14.073, 19-25= 15065/14073, 19 -26:1 216/11585 -26= 12216/11585, I 18-27= 12306/11581, 27- 28= !17 -i8 12306/1158j�1 306/1'681 *1i -29 .13978/12477, 16-29=-13978/12477,15-16=-14593/1311t 1415 --1 931/32"1't -11=- 13921/12633 WEBS 2 -22=- 416/576, 2 -21 -788/ 934, 3- 21=- 329112i602 "3-2D 4 •1$84il;3?420= 3015/2694, �� w o w 4-19= 3367/3854, 5-19= 2822/2687, 5- 18 :231/2fi•4, 6- 98= 7y/474, 0- 17x-•1107/571, sae4 41�.+�N � /,9 7 -17= 2650/2369, 8-17= 2027/2768, 8-16= 2015/1473, 9 -16= 7511724, 9-15= 99/216, � t 10 -15= 7161730, 10- 14=- 423/623 A . . . . • Or NOTES • • • • • • . . . 1) 2 -ply truss to be connected together with 10d (0.131 nail as Alows; . ' % ; • T op chords connected as follows: 2 X 6 - 2 rows at 0oc , X 4 - f row At 0 -9-0 (1c. • Bottom chords connected as follows: 2 X 6 - 2 rows at 0-3-0 oc. 3 Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. • • • • • 2) All loads are considered equally applied to all plies, excert if noted as At (f1 br back (r) face in the LOAD CASE(S) section. Ply to ply connections have been provrlded :o gis¢ibVgonit loafs pots d as (F) or (B), unless CoRiiAi o M . ... . . . ... . . Job Truss Truss Type Qty Ply D7679 AG3 HIP 1 2 Job Reference (optio 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:52 2006 Page 2 NOTES 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 - 02; 146mph (3 second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are M1120 plates unless otherwise indicated. 8) The following joint(s) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5268 lb uplift at joint 1 and 4443 lb uplift at joint 11. 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2515 lb down and 3356 lb up at 8- 48,144 lb down at 10-8-4,144 lb down at 12-8 -4,145 lb down and 256 lb up at 22-8- 4,1116 lb down and 1765 Ib p at 24 -8-�4, 166 lb down and 152 lb up at 14-", 166 lb down and 152 lb up at 16-M, and 166 lb down and 152 lb up at 18 -6-0, and 166 lb down and 152 lb up at 20-6 -0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert 1 -5 =90, 5- 7=-90, 7- 23 =90, 1 -11 =20 Concentrated Loads (lb) Vert 21= 2515(F)19=- 166(F)16=- 1116(F) 24=- 144(F) 25= 144(F) 26= 166(F) 27= 166(F) 28= 166(F) 29= 145(F) I . • ..t'N W, jy • . •• ••• ••• ••• ........ a . . . • • . • • . . •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • Job Truss Truss Type Qty Ply D7679 A4 MONO TRUSS 3 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:48 2006 Page 1 X 1-0-0 4-6-7 8- 1-0-0 4-6-7 3-8-9 Scale -1:17. 1x4 MT201I 4 4 44 3x4 MT20" .-- aoo 12 w1 T1 W3 2 n � I B1 1 1 8 6 1x4 MT2011' 3x6 MT20= 3x4 MT20= F - 8-3-0 l 8-3-0 Plate Offsets X Y : 2:0 -2 -0 0-1-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.84 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.04 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.01 5 n/a n1a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7 -2 -7 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 2= 677/0 -8-0, 5= 394/Mechanical Max Horz 2=401 (load case 3) Max Uplift2= 972(load case 3), 5=-471 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/44,2-3 BOT CHORD 2-6= 7511688,5-6=751/688 WEBS 3-5= 72X789,4-5=139/233, 3-6 =0/185 NOTES 1) Wind: ASCE 7- 02;146mph (3- second gust); h =25ft; TCDL= 5.Opst BCDL= 5.Opsf, Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. r 0 � 2) This truss has been designed for a 10.0 psf bottom chorg4iee load nonsoncurreot with wW other live loads. 1 3) Refer to girder(s) for truss to truss connections. • : • * 0 : ; ; ` ; 4) Provide mechanical connection (by others) of truss to bealig p?4e:aljabse If vVtstanding 972 lb uplift at joint 2 and 471 lb uplift at joint 5. • • 000 • • • • • • • ,`y ��T,� E � � d LOAD CASE(S)Standard • . • • • . • • so 0 • • • • • • • • � ee ieeeeee,fea118� ,1 � • •• •• • • • •• •• ••• • • • ••• • Job Truss Truss Type Qty Ply D7679 A4A SPECIAL 1 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:49 2006 Page 1 I 1 -0-0 "A 3 + 8-3-0 _ 1 -M 3-0-13 4-2 -3 Scale =1:13. 2x8 MT20II 04 MM= 1 2 MT20_- &00[12 W1 W1 3 W3 4 1 I 3x8 MT20= d 7 8 8 1x4 MT2011 ' 7 U MT2011 2.8x8 MT20= 4-0-13 8-3-0 -- 1-0-0 3-0-13 4-2 -3 Plate Offsets X Y : [2:0-2-0,0-2-4], [4:0-2-12,0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.56 Vert(LL) 0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. REACTIONS (lb /size) 7= 427 /Mechanical, 4= 427/048 -0 Max Horz7 =201(load case 5) Max Uplift7= 372(load case 5), 4= 324(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-167/197,1-2=-131/161,2-3=-1,75/126,3-4 BOT CHORD 6-7= 0/131, 5-6=- 8641883, 4-5=- 864/883 WEBS 2-W/77,3-6=-793/1024,3-5=-141169 NOTES 1) Wind: ASCE 7 -02;146mph (3- second gust); h =25ft; TCDL= 5.Opsf, BCDL= 5.Opsf; Category 11; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL =1.33 plate grip DOL =1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. • • *as . • • • • •. O 3) This truss has been designed for a 10.0 psf bottom chord live loaf r1h* cujreCt v1itijany other live loads. 4) Refer to girder(s) for truss to truss connections. ' ; 0 • * • * • 5 ) Provide mechanical connection (by others) of truss to begri. • , ng•plate cepabla of wit*WWffhg 372 lb uplift at joint 7 s 0%! and 324 lb uplift at joint 4. y �O.;t43K tr LOAD CASE(S)Standard • • • • • • • • • • • • • • • • • • • • 00 00 • • • •• •• Job Truss Truss Type Qty Ply D7679 A6 MONO HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:49 2006 Page 1 -1 -0-0 , 6-1 -11 11 -3-0 14-3-0 1 -0 -0 6 -1 -11 5-1 -5 340-0 scale =127. 4x10 MT20= 2x4 MT20II 4 6 Li 3.00 12 3x6 MT20 3 W2 W2 W4 W1 2 8 7 3x0 MT20= 1x4 MT2011 3x6 MT20= 3f� MT20= F— 6-1 -11 11 -3-0 14-3 -0 6-1 -11 5-1 -5 3-0-0 Plate Offsets X, 14:0-6-0,0-2-4 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) 0.13 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.14 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES W8 0.57 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 70 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 6= 739/0 -3-8, 2= 99210 -8-0 Max Horz2= 386(load case 4) Max Uplift6=- 618(load case 4), 2= 960(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2- BOT CHORD 2-8=- 1616/1659,7-8= 1616/1659,6-7=-659/661 WEBS 3-8= 0/233, 3-7= 1074/1013, 4-7= 267/401, 4-6= 904/922 NOTES 1) Wind: ASCE 7 -02;146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; MWFRS gable end zone and C-C Exteriog2) zone; Lumber DOL =1.33 plate grip DOL =1.00. This truss is r designed for C-C for members and forces, and for MWFR64boosectiona specifigd.• • • ` O 2) Provide adequate drainage to prevent water ponding. : ; • 00 ; 0 0 0 3) This truss has been designed for a 10.0 psf bottom chordliye 10ty rpn1or9currewbwrth any other live loads. �,.• 4) Provide mechanical connection (by others) of truss to bedringeplate capable 8f %Jit$tgifig 618 lb uplift at joint 6 3�aQ��N and 960 lb uplift at joint 2. ��.��(j �,l�E LOAD CASE(S)Standard • • • • • • • • • 0** • • • • • • �� Np "� �L ••• ••• • • • • •• •• • • • • • • • • r.s y'arp.� IN�1�� Job Truss Truss Type Qty Ply D7679 A7 MONO HIP 2 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:50 2006 Page 1 -1 -0-0 5-1 -11 9-3-0 14-3 -0 1 -0-0 5-1 -11 4-1-5 540-0 scats =1:27. 4x10 MT20= 2.6x8 MT2011 4 6 a 0012 3X4MT20-- 3 W2 W2 W4 2 6 7 4X5 MT20= 7X4 MT2011 3X4 MT20= 3x6 MT20= 9-3-0 14-3 -0 b 5-1 -11 4-1 -5 5-0-0 Plate Offsets X, [4:0-64,0-2-4], 6:0- 2- 4,0 -1 -8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) 0.13 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) -0.14 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 6= 739/048-0, 2= 992/048-0 Max Horz2= 332(load case 4) Max Uplift6=- 608(load case 4), 2=- 970(load case 4) FORCES (lb) - Maximum Compression/Maximum Tpnsion TOP CHORD 1-2- BOT CHORD 2-8=-1613/1715,7-8=-1613/1715,6-7=-103311055 WEBS 3-8=0/173,3-7=-711/617,4-7=-147/335,4-6=-1078/1062 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL =1.33 plate grip DOL =1.00. This truss is ( designed for C-C for members and forces, and for MWFMois actions specified - ' . ! J OG 2) Provide adequate drainage to prevent water ponding. • • •: • : : :: 3) This truss has been designed for a 10.0 psf bottom chord'live Idati rJ)* JcusrerV ith any other live loads. N W ' 4) Provide mechanical connection (by others) of truss to b0ingeA2lte capable, of withetvvNg 608 lb uplift at joint 6 �•�Q� and 970 lb uplift at joint 2. LOAD CASE(S)Standard •�• •�• '• ••• ••• ••• • • • • • • • • � - 'eMeegnti�e • •• •• • • • •• •• Job Truss Truss Type Qty Ply D7679 A8 MONO HIP 4 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:50 2006 Page 1 -14)-0 4-1 -11 7 -3-0 14.3-0 14)-0 4-1 -11 3-1 -5 7-0-0 Sege 1:27. 4x12 MT20H= fixe Mrzo= 4 6 100 FIT 3X4 MT20: 3 YYJ2 W3 iMb 2 Ll 8 7 4x6 MT20= 1x4 MT2011 34 MT20= 3x4 MT20II 7 -3-0 1 14-3 -0 I i 7 -3-0 7 -0-0 Plate Offsets X [4:0-7-0,0-2-4], 5:Ed a 0-2-4 , :0-2-0 0-1-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL} 0.14 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.15 7-8 >999 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 67 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 "Except' BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. W5 2 X 4 SYP No.2 OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 6= 73910 -&0, 2= 992/0 -8-0 Max Horz2= 277(load case 4) Max Uplift6= 599(load case 4), 2= 979(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2 -3= 1829/1427, 3-4=- 1529/1376, 4- 5=-1466/1382, 5-6=- 655/711 BOT CHORD 2-8= 1610/1701,7-8= 1510/1701,6-7= 236/253 WEBS 3-7= 235/177, 4-7= 157/342, 5-7= 1190/1258, 3-8 =0/112 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.0,psfJBCQL.5.0pA Category 11; Exp C; enclosed; 0� MWFRS gable end zone and C-C Exterior(2) zpAg -, Cu Cw - -1!33 plpte�grip DOL =1.00. This truss is l designed for C -C for members and forces, and ft MWIMS fdr'.re�ctton oeXiled. 2) Provide adequate drainage to prevent water ponding. • ord • ° ; • .' ; ; • • �.� •(� �/ 3) This truss has been designed for a 10.0 psf botiom ch live • load nonconcurrent with any other live loads. r`�•Q� 1�sE� �/, �r., 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of Uuss tQ bearinagIatwpabls4wit:9tanding 599 lb uplift at joint 6 and 979 lb uplift at joint 2. . . . • • • LOAD CASE(S)Standard • •' ' •' ° ° • ° ° • • • • • • • • • • • ' ' ••• tt1191tttlMp a � ••• • • • ••• • • Job Truss Truss Type Qty Ply D7679 A9 COMMON 4 1 Job Refe rence (optional 6.300 s Apr 4 2006 MTek Industries, Inc. Tue Nov 1410:02:512006 Page 1 -1 -0-0 , 4 -0-15 7 -1-8 10-2 -1 14-3-0 15-3-0 1 -0-0 4 -0-'15 3-0-9 3-0-9 "A 5 1 -0-0 Seale = tm US MT20= a 3.00 12 1.6x4 M120a 1.6x4 MT20:= 3 S W1 7 1 a axe MT20= 3xa M20= 34 M2a= i 7 -1-8 14-3 -0 7 -1-8 7 -1-8 Plate Offsets X [4:0-3-0,0-2-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.84 Vert(LL) 0.11 8 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.15 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-44 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 2= 963/0 -8-0, 6=96310 -8-0 Max Horz 2=1 18(load case 4) Max Uplift2=- 91 3(load case 6), 6=- 913(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2 -3= 1759/1489, 3-4=- 1397/1180, 4- 5=- 1397/1180, 5 -6= 1759/1489, 6- 7=0/42 BOT CHORD 2-8= 1238/1637,6-8=-1238/1637 WEBS 3-8= 378/371, 4- 8=- 651354, 5-8= 378/371 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =25f - TDDL:.Qps%BCPL=,5.0l;V, Category II; Exp C; enclosed; 0� MWFRS gable end zone and C -C Exterior(2) z4g; tur�ber DOS =*.3f ptatl grip DOL =1.00. This truss is designed for C-C for members and forces, andTfgr MWf t$tb: n1clo died. 3) This truss has been designed fora 10.0 psf bottom cF qrV li%:Ddtj%nusr&At with any other live loads. a� aQ��N "j w . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint 6. O .��/ LOAD CASE(S)Standard • • • • • • • • • • e • • • •• •• • • • • • • • • • • l•,,tit 'aNHtlgllO' 1St I Job Truss Truss Type Qty Ply D7679 BG1 SPECIAL 1 2 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:53 2006 Page 1 3-1-8 5 -11-8 9-2-8 , 3-1-8 2 -10-0 3-3-0 Scale -1:16. 34 MT20= 44 MM= 4x8 MT20= 1 9 2 10 3 3.00112 FF Z—� 4x8 MT20: G WB we L F F1 4 B1 Ll 8 7x8 MT20 11 7 12 8 13 6 20 MT2011 - 3x8 MT20= 3x8 MT20II \`Vl' 5 -11-8 9-2-8 f 5-11 -8 3-3-0 Plate Offsets X [2:0-3-12,0-2-41, [3:0-3-4,0-24], [4:0-2-8,0-2-4], LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.55 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 119 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 640-0 oc BOT CHORD 2 X 6 SYP No.2 pudins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9 -5-14 oc bracing. W4 2 X 6 SYP No.2, W6 2 X 6 SYP No.2 REACTIONS (lb /size) 8= 2535/Mechanical, 5= 2366/0 -8-0 Max Horz 8= 110(load case 3) Max Uplift8=- 3346(load case 3), 5= 2570(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 8= 614/881, 1- 9= 310/414, 2- 9= 310/414, 2 -10 =2238/ 2885, 3-10= 2239/2885, 3-4=- 234312931, 45= 2101/2341 BOT CHORD 8-11= 3068/2413, 7 -11= 3068/2413, 7 -12= 3068/ 2413, 6-12= 3068/2413, 6-13= 338/297, 5 -13= 338/297 WEBS 2-8=-2564/3370,2-6=-218/366, 3-6=- 102/263, 4-6=-2643/2097,2-7=-478/443 NOTES 1) 2 -ply truss to be connected together with 10d (0•' 3 "x'3 nailsesgfol�o w ;� • ` O Top chords connected as follows: 2 X 6 - 2 rows at 04,43c SC 4 - 3 row et 0X4-0 oc. ,,•� Bottom chords connected as follows: 2 X6-2 r4 at(1- 0'q'y,' 0 0 ; 00 N �, Webs connected as follows: 2 X 4 -1 row at 0-9:0 oc. ' j'j/,�;'••,, 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 peen provided "dizt6ibute onkploaakpnoted as (F) or (B), unless y ND otherwise indicated. • • • • • • 3) Wind: ASCE 7- 02;146mph (3- second gust); gift ;TtD4. =5 Oosf-,BgDt =5 ppsf, C:bltegory 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate gdp,pbL %.t10. '. • • • 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. • • • • • • • *so • • 7) Provide mechanical connection (by others) of trust to Qea� nit IJUS capabl�of 3346 lb uplift at joint 8 .,,,,,• 1,a + + "•` and 2570 lb uplift at joint 5. • •• •• • • • •• •• Continued on page 2 • • 0 • • • • • • Job Truss Truss Type Qty Ply D7679 BG1 SPECIAL 1 2 Job Reference (optional 6.300 s Apr 4 2006 MTek Industries, Inc. Tue Nov 1410:02:53 2006 Page 2 NOTES 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 587 lb down and 836 lb up at 0- 11 -12, 587 lb down and 836 lb up at 2- 11 -12, and 587 lb down and 836 lb up at 4- 11 -12, and 649 lb down and 483 lb up at 8 -11 -12 on top chord, and 374 lb down and 481 lb up at 0- 11 -12, 374 lb down and 481 lb up at 2- 11 -12, and 374 lb down and 481 lb up at 4- 11 -12, and 407 lb down and 382 lb up at 6 -11 -12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1 -3 -90, 3 -4=90, 5-8 -20 Concentrated Loads (lb) Vert: 2- 587(F) 4=- 649(F) 7= 374(F) 9=- 587(F)10- 587( F)11=- 374(F)12- 374(F)13=- 407(F) 1 •. ..s •�. .�: a� !Vp «543 Job Truss Truss Type Qty Ply D7679 CJ1 MONO TRUSS 2 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:54 2006 Page 1 -1 -0-0 1-0-0 4 1 -0-0 1 -0-0 SCSI -1AI 3x0 MT20. : 3 t 2 t 3.00 12 34 MT20-- T1 01 1 -0-0 1-0-0 Plate Offsets X [2:0-2-0,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.80 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 3-4 . >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 140-0 oc OTHERS 2 X 2 SYP No.3 puriins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 4= 213/Mechanical, 3= 485/0 -3-8 Max Horz 3=1 30(load case 3) Max Uplift4=- 213(load case 1), 3 796(load case 3) Max Grav4= 399(load case 3), 3= 485(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=0/48,3-4 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf, BCDL= 5.Opsf, Category li; Exp C; enclosed; MWFRS gable end zone; Lumber DOL =1.33 plate grip DOL =1.00. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 4 and 796 lb uplift at joint 3. • ! w e e • • • • e • • 4) Beveled plate or shim required to provide full boanng surfa $"ft: tr$sl c4oiV at joint(s) 3. 4 f ( O LOAD CASE(S)Standard • • • • • • • 00: • e • •• ••• ••• ••• 00 0 • • • • . • e or 0 : 0 • •• •• • • • •• •• Job Truss Truss Type Qty Ply D7679 CJ3 MONO TRUSS 2 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:54 2006 Page 1 -1-0 -0 3-0-0 1 -0-0 3-0-0 scale =1: 4 3.00 12 3x8 Mf20% 2 3 7 3x8 MI'20-^ 81 4x6 MM= 01 6 3-0-0 3-0-0 Plate Offsets X, 1:0 -1 -10 0-1-8 :0- 2- 0,0 -1-8 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.80 Vert(LL) -0 .01 3-5 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.03 3 n/r 120 BCH 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. REACTIONS (lb /size) 4= 482/Mechanical, 5= 29/Mechanical Max Horz4= 2043(load case 3), 5= 2222(load case 3) Max Uplift4= 578(load case 3) Max Grav4= 482(load case 1), 5= 59(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3 BOT CHORD 3-5= 1585/2222 NOTES 1) Wind: ASCE 7 -02;146mph (3- second gust); h =25ft; TCDL= 5.Opsf, BCDL= 5.Opsf, Category 11; Exp C; enclosed; MWFRS gable end zone; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss has been designed for a 10.0 psf bottom chord live IoacLnoncogcurWt with any other live loads. 3) Refer to girders) for truss to truss connections, • • `: : : • • • • • � l 'f j� f 4) Provide mechanical connection (by others) of tAiips to 0Jarjn &- withstanding 578 lb uplift at joint 4. l 1 t O)Q 5) Non Standard bearing condition. Review required! • • • • • • • •. .. .....N ... LOAD CASE(S)Standard a °a��IQ . e +• ••• ••• si• r�� Noy 9�Z • • + . • • • • • s • + � tIp+.N �� 51 st e • • • • • • • • • • Nee1e0ee ••• • • • ••• • • Job Truss Truss Type Qty Ply D7679 CJs MONO TRUSS 1 1 Job Reference o tional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:54 2006 Page 1 - 1-0-0 5-0-0 1-0-0 5-0-0 Scale =1:11. 3 3.00 12 t 2 Ti °7 ]l 81 1111 01 4 4x4 MT20= 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.02 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.06 2-4 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rr/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb /size) 3= 151/Mechanical, 2=525/0-8-0,4=46/Mechanical Max Horz2= 302(load case 3) Max Uplift3= 266(load case 3), 2=- 862(load case 3) Max Grav3=1 51 (load case 1), 2= 525(load case 1), 4= 92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -83/29 BOT CHORD 2- 4- NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf, BCDL= 5.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss totibqarisrgplqJv Fagat$e gl VOithstanding 266 lb uplift at joint 3 and 862 lb uplift at joint 2. ; • • • • • • • • L O LOAD CASE(S)Standard • • • • • • • • • • • • . .... • • .:cam t�► ••• • • • ••• • • i Job Truss Truss Type Qty Ply D7679 CJ5A JACK 1 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:55 2006 Page 1 -1-0 -0 4 -10-8 1-0-0 4 -10-8 scale =1:11. 3 �7 -3 3A0 12 � T1 2 81 4x7 MT20= 01� 4 4 -10-8 % 4-10 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.03 2-4 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.11 2-4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -3-7 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. REACTIONS (lb/size) 3= 667 /Mechanical, 4=48 /Mechanical Max H=3= 3049(load case 3), 4= 3346(load case 3) Max Uplift3=- 1099(load case 3) Max Grav3= 667(load case 1), 4= 96(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2- BOT CHORD 2-4=- 1903/3346 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss t(►bearii gl)late jalta* gPWbstanding 1099 lb uplift at joint 3. 5) Non Standard bearing condition. Review requli2A. • . • • • O LOAD CASE(S)Standard • ++ • • • • • • • • • • • • ' `mo, • • •r ••r ••• •:• • • • • •• 0 0 Job Truss Truss Type Qty Ply D7679R D3A MONO HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1412:34:10 2006 Page 1 -1 -0-0 , 5-4-0 9-2-0 13-0-0 _14-2 , 140-0 5-4-0 3-10-0 3-10-0 1 -2-8 soeie =1:27. 4x4 MT20= 2x6 MT2011 6 8 T2 F1 I 3x7MT28c ,^•^"''f . Li aau 12 4 1x4 MT20I1 W2 W2 3 W1 W4 2 4x8 MT20 8 7 4x6 MT20= 3x4 MT20= 2x8 MT2011 5-4-0 13-0-0 14-2 -8 , 5-4-0 7-8-0 1 -2-8 Plate Offsets X ,Y): [5:0-2-0,0-2-4], [9:0-2-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.68 Vert(LL) 0.22 8-9 >471 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) 0.17 8-9 >603 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 71 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS `Except* TOP CHORD Structural wood sheathing directly applied or 410-0 oc T2 2 X 4 SYP No.2 purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb/size) 7=4/Mechanical, 9= 1937/0 -8-0 Max Horz 9= 196(load case 3) Max Uplift7= 118(load case 3), 9= 1037(load case 3) Max Grav7= 38(load case 2), 9= 1937(toad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 34/87, 2 -3=- 1620/2974, 3-4=- 1570/2952, 4-5= 73/53, 5- 6=- 42/68, 6-7= 109/174 BOT CHORD 2 -9= 2831/1644, 8-9= 5641227, 748= 49/42 WEBS 3-9=- 431/147, 49= 2653 /1428, 4-8= 338/687, 5-8=- 238/46 NOTES 1) Wind: ASCE 7 -02; 90mph (3- second gust); h= 2ff,1tM4As* kd1=6.0psf; Category 11; Exp C; enclosed; C-C I Exterior(2); porch left exposed; Lumber DOL =1,33 ply$ 990 OM4 AL: • ` ` �� 0 �} 2) Provide adequate drainage to prevent water ponding • • • • • • • ; 3) This truss has been designed for a 10.0 psf bo1om chord liveMoad nonconcurrent with any other live loads. .�a'Q�O w 4) Refer to girders) for truss to truss connections. y ICEN '4,Q 5) Provide mechanical connection (by others) of truss jo bearingplqtg rapabAof wWwtanding 118 lb uplift at joint 7 and 1037 lb uplift at joint 9.. • • • • • • 6) Hanger(s) or other connection device(s) shall r1owded OkleA to support coDgentrated load(s) 200 lb down . and 150 lb up at - 2-0-13 on top chord. The � p8IgA/ §8IectId%P1 step connector ices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard • • • • • • • ♦ • • • • • • • • • • • ♦ f °f Vf n � Nt . f � • • • • • • • • • bnetnnn9N,t Continued on page 2 0:. • • • 0:. • • Job Truss Truss Type Qty Ply D7679R 133A MONO HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1412:34:10 2006 Page 2 LOAD CASE(S)Standard 1) Regular. Lumber Increase =1.33, Plate Increase Uniform Loads (plf) Vert 1 -5 =90, 5 -6 =90, 2 -7 =20 Concentrated Loads (lb) Vert 1 =2000 1 • • • • • • • ro • • • • • • • • • • NO,. B LY,q Job Truss Truss Type Qty Ply D7679R DG3 MONO HIP 1 2 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1412:34:26 2006 Page 1 -1-0 -0 5-4-0 8-2-0 11-0-0 14-2 -8 1-0-0 5-4-0 2 -10-0 2 -10-0 3-2-8 Seats =1:27. If 4X$t 2� 6 <� Ll — ,z ° �-- scu.t m arz w4 � 2 s e 2X8 MT20 4X4 = 3X4 MT20= 4X4 Mr2D- � e A _ 5-4-0 8-2-0 ( 11-0 -0 14-2 -8 a l 5-4-0 2 -10-0 2 -10-0 3-2-8 Pla Offse X 3:0 -1 -12 0 -1 -12 4:0- 1- 8,0 -1-8 5:0 -5-4 0 -2-4 , :0- 1- 120-2 9:0- 1- 120-2-0 10:0- 4-4,0 -1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.70 Vert(LL) 0.02 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.01 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51' Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 168 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS "`Except'' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc T2 2 X 4 SYP No.2 purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except WEBS 2 X 4 SYP No.3 10-0-0 oc bracing: 7-8. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 7=967/Mechanical, 10= 2166!0 -8-0 Max Horz 10= 606(load case 3) Max Uplift7=- 1370(load case 3),10= 3483(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 119/101, 2- 3=- 4722/2419, 3-4=- 499/106, 4-5=- 638/695, 5-6= 78/107, 6- 7=- 429/581 BOT CHORD 2-10=-2304/4738,9-10=-2304/4132,8-9=-83/175,7-8= 784/547 WEBS 3-10= 2013/3355, 3-9= 4346/2468, 4-9= 1005 / 1548, 4- 8= 1177/745, 5-8= 263/345, 5-7=- 626/903 NOTES 1) 2 -ply truss to be connected together with 10d (0.1$1 "X °j ngils as fgllows:. • • Top chords connected as follows: 2 X 4 -1 rows{ �_4-p ec.• 0 0 : : ; ; O Bottom chords connected as follows: 2 X 6 - 2 r8ws at G"6 • • • • • • Webs connected as follows: 2 X 4 -1 row at 0 -9.-Q bc..; •.; '.• : : .. 2 All loads are considered w equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD a ��a``Q1�►� LJ/,q .,,• CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless �� 1CiEl�► otherwise indicated. y N� �,�►` 3) Wind: ASCE 7 -02; 146mph (3- second gust); r=:5ft TrDL-- :.Opsf, $CDL= 53)psf; Category 11; Exp C; enclosed; t t►. C-C Extedor(2); porch left exposed; Lumber -1.36 plate VppQLM.0(:. ;. . 4) Provide adequate drainage to prevent water pon'dir g. * . • • • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss 4o *earirxp plat cagabil of wlhstanding 1370 lb uplift at joint 7 and 3483 lb uplift at joint 10. :. • • • ,;,,,,, L • •• •• • • • •• •• Continued on page 2 *00 • • • • • • • • Job Truss Truss Type Qty Ply D7679R DG3 MONO HIP 1 2 Job Reference (optional 6.300 s Apr 4 2006 MTek Industries, Inc. Tue Nov 1412:34:28 2006 Page 2 NOTES 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 455 lb up at - 2-0-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pff) Vert: 1 -2 -90 Concentrated Loads (lb) Vert: 1- 200(F) Trapezoidal Loads (pif) Vert: 2=0(F =45, B= 45)-to- 5= 250(F =-80, B=80), 5= 250(F =-80, B=- 80 )-to-6 =320(F =-115, B =115), 2= 0(F =10, B= 10)- to-7=- 71(F =26, B =26) •• ••• •• • • • 00' 00.. V ��Q LtGEro h�q• • .. ... ••• ••• 3y� •! ��T� ... .. •• 00 Job Truss Truss Type Qty Ply D7679 D4 MONO TRUSS 4 1 Job Reference o tional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:02:55 2006 Page 1 -1-O-0 5-3-15 9-7-8 14-2 -8 1-0-0 5-3-15 4-3-8 4-7-0 Scale = 1:27. aao FIT 1x4 MT2011 6 64 MT20. --4 4 w1 1.6x4 MT20II 3 W3 W2 Vtl4 2 axe nar26= e 6x7 MT26= 3x4 MrM_ I 5 -3-15 14-2 -8 5 -3-15 8 -10-9 Plate Offsets (X ,Y): K [7:0-2-0,0-3-4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) - 0.17 6-7 >632 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.59 Vert(TL) - 0.40 6-7 >265 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-5 -12 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 7= 1567/0 -8-0, 6= 166/Mechanical Max Horz 7= 549(load case 3) Max Uplift7=- 1792(load case 3), 6= 113(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 - 2- - 0/42,2 -3=-2770/1810,3-4 - -2508/1787,4-5=-68/31 BOT CHORD 2-7=-1694/2859,6-7=-1251152 WEBS 3-7=- 470/644, 4-7= 1807/2485, 4-6= 173/143, 5 -6= 168/236 I NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); cantilever right exposed; Lum4W QJ,QI. =1.33 plate grip 901-:4.00. 2) This truss has been designed for a 10.0 psf bottom chojd IW,0,o4d QoUbcdrrent with any other live loads. 3) Refer to girders) for truss to truss connections.. . • • • • • • • • t - (( 0 xJ 4) Provide mechanical connection (by others) of I&A to "anvplate capable e0lithstanding 1792 lb uplift at joint 7 and 113 lb uplift at joint 6. � °Q��N w ,Y LOAD CASE(S)Standard • • • • • • • • • • • • • saa�►v �,C�ro 'qA�.., .... � N�.543gg �y :* 0 0 ... .... 0 .. .. O r • • • • • • 0 4si,, Job Truss Truss Type Qty Ply D7679 D4A MONO HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:56 2006 Page 1 -1-0-0 5-4-0 12 -7-8 14-2 -8 1 -0-0 5-4-0 7 -3-8 1 -7-0 Scale =1:27. 5n MT20= 2x4 MT2011 8 8 3.00 12 4x8 MT20% W2 W2 4 W4 �MT20�- 3x4 MT20 F1 I U U1 x8 M720= 8 7 1.8x4 MT2011 4x8 MT20= 3x4 MT20= 5-4-0 12 -7-8 14-2-8 s 5-4-0 7 -3-8 1 -7 -0 Plate Offsets X, 1:0-1- 10,0 -1-8 , 4:0-2-0 0-2 -0 , 5:0- 5- 40-2 -8 8:0 -2-0 0 -1 -12 9:0 -2-4 0 -0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.97 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.11 8 -9 >966 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.02 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 73 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. OTHERS 2 X 2 SYP No.3 WEBS 1 Row at midpt 4-8 REACTIONS (lb /size) 7= 164/Mechanical, 9= 1571/0-8 -0 Max Horz 9=201 (load case 3) Max Uplift9= 904(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/54, 2 -3= 18/58, 3- 4=- 1332/1734•, 4- 5= 251/0, 5-6= 5/16, 6-7= -82/183 BOT CHORD 3-9=-1610/1354,8-9=-1610/1153,7-8--0/154 WEBS 4-9=14091810,4-8= 1153/1803, 5-8=-211/347,5-7=-413/0 NOTES 1) Wind: ASCE 7 -02; 90mph (3- second gust); h =25ft; TCDL= 5.Opsf, BCDL= 5.Opsf; Category II; Exp Q enclosed; C -C Exterior(2); cantilever left exposed; Lumber D(� =I.N *te�gdp.D01.= 1.00.. 2) Provide adequate drainage to prevent water pending. • • • • • • • • I / (� [ O 3) This truss has been designed for a 10.0 psf 6&Wm chlord 1iv( lo;d #ionsuncurrent with any other live loads. 4) Refer to girders) for truss to truss connections,.. • . •: • •: 0 . 0 : : .0 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 9. E� w Ely LOAD CASE(S)Standard • • • 00: • • • 0:0 • • • • • • • • • •• •• •• • • • q,,, bNSSMq \nth ► " << • w• •• • • • •w •• Job Truss Truss Type Qty Ply D7679 135 MONO HIP 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:02:56 2006 Page 1 -1 -0-0 , 5-4-0 10-7 -8 14-2 -8 1 -" 5-4-0 5-3-8 3-7-0 soele =127. Us MT20= 2x5 Mr2O u 5 5 3.00 12 4x5 Mr20. 4 W2 w2 wa 3x4 MT20 23 3x4MT20�- 3x& MT20= 5 7 1.5x4 MT20II 40 MT20= 3x5 MT20= 5-4-0 10-7 -8 14-2 -8 5-4-0 5 -3-8 3-7-0 Plate Offsets X, 1:0 -1 -10 0-1-8 4:0-2-0 0-2-0 5:0 -5-4 0 -2-4 , 8:0 -2-0 0-1 -12 LOADING (psf) SPACING 2 -M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.01 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.02 7 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 70 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-7 -7 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (Ib/size) 7= 164/Mechanical, 9= 1571/0 -8-0 Max Horz 9=1 77(load case 3) Max Uplift9=- 535(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/54, 2 -3=- 18/58, 3-4=- 872/1828, 4- 5= 107!9, 5-6= 23/5, 6-7=- 127/46 BOT CHORD 3-9=-1707/917,8-9=-1707/740,7-8- WEBS 4-9=-1419/589,4-8=-723/1803,5-8=-3831235,5-7=-72/3 NOTES 1) Wind: ASCE 7 -02; 90mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL OOP. ••• • , , , , •• 2) Provide adequate drainage to prevent water pojling. • • • • • • • • ( �� 0 3) This truss has been designed for a 10.0 psf botfogi choA lice loam nonooneurrontt with any other live loads. t 4) Refer to girders) for truss to truss connections. • • • • •; •„ •. • : : . • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 9. � QT`,1�i�1�( �Y,gr •,. LOAD CASE(S)Standard • •• •• • • • •• •• ••• • • • ••• • • I Job ' Truss j Truss Type Qty Ply I D7679R HJ7 (JACK Job Reference (optional)__ 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1411:16:08 2006 Page 1 r I 7 -5-12 12 -2-0 1 -5-0 4-5-2 3 4-8-4 3-3-3 V scale m,:30.✓3I j _Vru C_ vu 2,2r12 I.6 %4 MT2011 T 1 ` -7 34 MT20o y� 5x6 MT20-- ` 7x10 MT20 3%4 MM= 4 13 1 1 4%10 MT20= _ 1x4 MT2011 74 MT20= • 0 %10 MT20H= 3%4 MT20= i I 4-5-2 7 -5-12 12 -2_0 15 -5- 4-5-2 3 -0-10 4-8-4 3=3-3 I I Pl offsets G-?- 10:0- 2- 4 e LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud 1 PLATES GRIP TCLL 30.0 Plates Increase 1.00 ` TIC 0.87 Vert(LL) -0.01 9 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 I BC 0.81 Vert(TL) 0.90 1 -2 >38 120 MT20H 187/143 i f � BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 8 n/a n/a i I BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 1.05 1 -2 >33 120 ( Weight: 115 lb LUMBER _ BRACING TOP CHORD 2 X 4 SYP *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc T2 2 X 4 SYP No.2 puriins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-2 -12 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 4-9 W5 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 I OTHERS 2 X 2 SYP No.3 I i LBR SCAB 1 -5 2 X 4 SYP No.1 both sides i REACTIONS (lb /size) 10= 3137/1 -0-13, 8= 566/Mechanical Max Horz 10= 755(load case 3) Max Uplift10= 3463(load case 3), 8= 419(load case 3) ., ... . • . . • •• O� FORCES (lb) - Maximum CompressioNMaximurr:Tensioni • • 9 0 0 � � • � TOP CHORD 1 -2 =30/72, 2 -3- 5378 / 3765, 3- 4 5667/411CC 4:13F- !4210-13 538/0, 5- 6=-531/31, 6-7= 113/52 BOT CHORD 2 -11- 3693/5418, 10-11 - 3693 /54", 9lf0 9-9�— 5 a�`' �� I WEBS 7$5/544 10= 308 / 233, 4-10 =- 2826/3421, 4- 9=- 493414236, 6-9- 987/1591, 6- 8= 18717 , ,a101 ,10Ely W 99 - -.. ;NOTES i i s i i � • • i i Npgq 1) Attached 12 -7 -7 scab 1 to 5, both face(s) 2 X NYA 4o. 1' A I rO of 1 Qd(0. G3'I "x3") nails spaced 9" o.c.except : starting at 1 -10-15 from end at jo" 1, nail 2 rows at 7 o.c. for 2-0-0; starting at 9-6-3 from end at joi 1, nail 1 row(s) at 4 o.c. for 3-1 -3. 1 2) Wind: ASCE 7-02; 146mph (3- second gust); h =25%T DL= j.0gs%BQpj.= §.0psf0 Category 11; Exp C; encios ; j C -C Exterior(2); Lumber DOL =1.33 plate grip Da.. =1 . 0. • • • • • • 3) This truss is not designed to support a ceiling and=s n* iatead&rltr _ u * w *k2m , sthetics are a consideration. �•' " "• » �:.+ +sue" hper_ as 47n designed for a 10.0 psf bottojl ghjM Zito Ids nooknWrenl►with any other live loads. Job Truss Truss Type Qty Ply D7679R J9 MONO TRUSS 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1411:04:29 2006 Page 1 -1 -0-0 4 -10-7 9-0-0 1 1-0-0 4 -10-7 4-1 -9 s 3.00 ,2 4 Ti W2 3X7 MT201 3 2 3X7 MT20.= 61 1X4 MT2011 3x4 MT20= 3x4 MT20= I 9-0-0 i 9-0-0 P late Of fsets X ,Y): [1:0-1-10,0-1-8],[2:0-1-12 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 1.00 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.44 Vert(TL) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7 -15 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 5= 318/Mechanical, 3=584/043-0,6=377/Mechanical Max Horz 3= 502(load case 3) Max Uplift5=- 532(load case 3), 3= 794(load case 3), 6= 322(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-41130,3-4 BOT CHORD 3-8= 1139/999, 7-8= 1139/999, 6 -7 =0/0 WEBS 4-8=01248,4-7= 105511202 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. �, 2) This truss has been designed for a 10.0 psf botA&A AN! W Lad non6:6rrent with any other live loads. I ( r 3) Refer to girders) for truss to truss connection! : ego �. 4) Provide mechanical connection (by others) of tru�sa to�44:arIhgVdtq Cadabte Wf Oithstanding 532 Ib uplift at joint 5, �, 794 lb uplift at joint 3 and 322 lb uplift at joint 6. �.�a �� w 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard • • • • • • • • ,Y 1) Regular. Lumber Increase =1.33, Plate Incregs4110: . : • • 0 • : ' Uniform Loads (plf) og • •,• •�• •�• :• �• Vert: 1 -2 =90 Trapezoidal Loads (plf) Vert: 2= 2(F =46, B=46)-to-5=-203(F=-56. Or 3= .2(F =9, %*Wte- 6=- 46(F =13, B =13) '� Job Truss Truss Type Qty Ply D7679 J7W JACK 1 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:03:012006 Page 1 -1 -0-0 7 -0-0 1 -0-0 7 -0-0 Scale =1:14. a 6x7 MT20= T1 2 131 1 46 MT20= 01 6 6 ' 6x7 MT If 6x8 MM= 5-4-0 7 54-0 148-0 Plate Offsets X Y : 3:0 -2 -12 0-2-4 6:Ed e,0 -3-0 LOADING (psf) SPACING 2 -M CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.00 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.67 Vert(TL) 0.01 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 4-6-7 oc bracing. W1 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 4=78 /Mechanical, 7= 2637/0 -8-0, 6= 1607 /Mechanical Max Horz 7= 368(load case 3) Max Upl'ift4= 78(load case 1), 7=-3981 (load case 3), 6= 1607(load case 1) Max Grav4= 113(load case 3), 7= 2637(load case 1), 6= 2324(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2 -3=- 2921/1851, 3- 4= -54127 BOT CHORD 2 -7=-1733/3023,6-7=-1733/2655,5-6=0/0 WEBS 3-7= 245813815, 3-6= 3553/2319 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =294; i • s BCdL • f; . Category li; Exp C; enclosed; ( 0 C -C Exterior(2); porch left exposed; Lumber D01.= 1.33A1ate *p..D4 La� �. ....... �Q 2) This truss has been designed for a 10.0 psf bottgptcN4411 fe -Itad pdndAurcan't with any other live loads. ,. .�� w 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4, 3981 lb uplift at joint 7 and 1607 lb uplift at joint 6. . • • • • • • • • • • • a �D 9.�►` "� 5) Uplift for first LC exceeds limits • • • LOAD CASE(S)Standard • • • • • • • • • • • '++wa +nn+nu • •• •• • • • •• •• Job Truss Truss Type Qty Ply D7679 J11 MONO TRUSS 2 1 Job Reference (optional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:03:00 2006 Page 1 -1-0 -0 5-10 -7 11 -0-0 1-0-0 5-10 -7 5-1 -9 Seale -1:21. 1x4 MT20II 4 3. 0012 3x6 MT20% '�'I'�• 3 W1 T1 W3 2 81 U LA 8 8 1x4 MT2011 , 4x4 MT20= 3x8 MT20= 5-10 -7 11-0-0 _ 5-10 -7 5-1 -9 Plate Offsets X Y): [3:0-2-0,0-1-8], [5:0-2-0,0-1-8] 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/det1 Ud - PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) 0.08 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.08 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 2= 8191048 -0, 5= 554/Mechanical Max Horz 2= 473(load case 3) Max Uplift2=- 1064(load case 3), 5=- 620(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-3 BOT CHORD 2-6=-1162/1092,5-6=-116211092 WEBS 3-6= 0/239, 3-5= 1141/1214, 4-5= 179/275 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); 11=25ft; TCDL= 5.Opsfi BCDL= 5.Opsfi Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip D �1�Q0. * 0 . • • • 2) This truss has been designed for a 10.0 psf bottom chord 4 �elold rolcclicgrrent with any other live loads. 3) Refer to girders) for truss to truss connections. • • • • • • •. • • `� O 4) Provide mechanical connection (by others) of %ryas tQ .*aflg4 plate4ableof withstanding 1064 lb uplift at joint 2 . ••. 1 and 620 lb uplift at joint 5. LOAD CASE(S)Standard '99x •• • • • • •• •• • • • •• •• Job Truss Truss Type Qty Ply D7679 J7 MONO TRUSS 1 1 Job Reference (optional 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Nov 1410:03:00 2006 Page 1 -1 -0-0 3-5 -12 7-9-0 1-0-0 3-5 -12 3-64 Scale =1:14. 4 3x4 MT20�' 5.00 12 3 Cl T1 _ J � B 1 01 7 me8 6 1x4 MT2011 3x4 M= 2.W MT20= 3-5 -12 740-0 3-5-12 3-6-4 Plate Offsets X [2:0-2-4,0-1-4 LOADING (psf) SPACING 2-b-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.94 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 Vert(TL) - 0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-4 oc bracing. OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 4= 146/Mechanical, 2= 618!0 -8-0, 5= 178/Mechanical Max Horz2= 368(load case 3) Max Uplift4= 252(load case 3), 2=- 932(load case 3), 5= 149 {load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-3= BOT CHORD 2-7=-598/554,6-7=-598/554,5-6=0/0 WEBS 3-7=01163,3-6=-575/622 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip QQL,•�QO. + • • . •• 2) This truss has been designed for a 10.0 psf bottom chlydliyl Idad�ior*c$irrent with any other live loads. ( j[ j O (" 3) Refer to girders) for truss to truss connections. • • • • • • • • • • l " ( yQ 4) Provide mechanical connection (by others) of jrw9s W deft] plate capable►of withstanding 252 lb uplift at joint 4, , 932 lb uplift at joint 2 and 149 lb uplift at joint 5. ,,sa�Q L� CEIy � - ••, LOAD CASE(S)Standard • • •. • • • 4: • • • $y Np 04#8 0 ••• • • • • ••• • • • • • • • • • • 1 � • • • • • • • • • • iy' „••u,epeuR9u�1t N • •• •• 0 • •• •• Job Truss I Truss Type Qty Ply D7679 J9 MONO TRUSS 1 1 Job Reference o tional 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Nov 1410:03:01 2006 Page 1 -1-0 -0 4-10 -7 9-0-0 1 -0-0 4-10 -7 4-1 -9 Seale =1:17. 6 3X5 MT20-- 3.60 12 4 T1 3X7 MT20 3 2 3X7 MTM0 61 1 8 7 6 1X4 MT26II 3X4 MT20= 3X4 MT26= 9-0-0 9-0-0 Plate Offsets X Y): 11:0-1-10 LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 1.00 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.44 Vert(TL) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horc(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7 -15 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 2 SYP No.3 REACTIONS (lb /size) 5= 318/Mechanical, 3= 584/0 -8-0, 6= 377/Mechanical Max Horz3= 502(load case 3) Max Uplift5= 532(load case 3), 3= 794(load case 3), 6= 322(load case 3) FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=4/130,3-4--1069/852,4-5=-146/58 BOT CHORD 3-8= 1139/999, 7- 8= 1139/999, 6 -7 =0/0 WEBS 4-8= 0/248, 4-7= 1055/1202 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DQ6=1,,QQ. 0 0 • • , •• 2) This truss has been designed for a 10.0 psf bottom chord live npngoTutent with any other live toads. ( f [ O 3) Refer to girder(s) for truss to truss connections'.. .; • • • • . • • • l l"� 4) Provide mechanical connection (by others) of try§3t0 l *n'figblALap gfAthstanding 532 lb uplift at joint 5, 794 lb uplift . at joint 3 and 322 lb uplift at joint 6 P 1 p J .�„N � ...... , 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard • • • • • • • • Np gg3� > 1) Regular. Lumber Increase =1.33, Plate IncreascF140� • • • • • �! Uniform Loads (plf) �� ••� �� ••� i� i� ` Vert 1 -2 =90 Trapezoidal Loads (plf) Vert: 2= 2(F =46, B= 46)- to- 5= 203(F= 56#8w -56), 3 *2(F=#, 9="- tcr6=- J(F =13, B =13) • • • • • • • • • • �`T, I Od GUN NAILS • L r WEB- • ''' r -BRACE W. N0.5439a STATE OF TYPICAL T— BRACING L— BRACE— T —BRACE NEB WES L -BRACE SECTION T -BRACE SECTION NOTE. 1) T- BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T -BRACE MUST COVER 909E OF WES LENGTH, 2) L -BRACE CONFIGURATION MAY BE USED IN LIEU OF T -BRACE 3) MATERIAL. SHALL BE SPF OR SYP GRADED LUMBER. T— BRACING SIZE TABLE ONE -PLY TRUSS *-PLY TRUSS WEB SIZE i ROW 2 ROWS 1 Pow ? KUWS 2x3 1x4 2x4 2x4 2x4 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 ..2xgo . • •. : :2X'g 2x8 • • .. 2x8 . ......... . cogs SPACE COAST TBU$S jNC rF LORIDPA n Wayne Warter 5 900 COX IMAd. ••� � (320 - 635 -7511 REGISTERED EN GINEER cocoe, F1.0 l 2 s :• M* 63337544 SE # PE 54395 NOM FLOMA PLANT OUPH FLORIDA PLANT b' 322x' N..E 24TH STRUT 9500 V. ATLANTIC AV$ U8S l� OC" FLOMA 3.4170 DF_Pj.$E4CM FL 33446 • •• •• • • • •• •• DIAGONAL 13RACINt; (X— HRACIi`!r;} ('ikE MAX. WEB 1 ORCC CNAI� T) r 1 {SEE NOTES 4 AND 5) TRUSS WEB MEMBERS I- ATERAL 13RACING TYPICAL WE8 BRACING GENERAL NOTES,, 1) rHE OIAGQNAL gRACWG (%- ORACMNG) TRANSFER THE an"ATIW LATERAL 'TYPE LATERAL BRACING MATERIALS �,F H s �' AWED F OR , cenuia ow�+w�ce.. NoAOanarvA�. 2) tHFSE gL~AGM CALCULATIONS ARE 8ASE0 ON ME LATERAL ORACE 1x4 #Z STD. CONST. (SPF, DF, HF, OR SYP a OVA' THE wES FORCE. ) �oNAL HRACING MATERUL YUSr HE THE Swat SIZE MO GRADE (OR gll=R) AS tHE LATERAL ORA M MATiDt1AL. AND SHALL RE NA{ EO AT EACH ENO AND Zx3 EACH INTERMEDIATE ".RUSS Wffw (2) Iod GUN MRS (141 1Od GUN NAILS FOR 3 STD. CONST. (SPF, DF, HF. OR SYP) zxo owD^4LS>- 4) CONWa LATERAL BRACE TO EACH TRU" WITH (2) tad GUN NAILS (j31 lad GUN NABS FOR b6 LATERAL BRACES). C 2x4 #3 STD. CONST. (SPF, DF. HF, OR SYP ) a EH E 10 NA CD WOULD 8 9 3•Q° LONG AND .1a1- IN SHOULD EK CONTMIUOUS AND SHOULD WER1,W AT LEAST ONE TRUSS SPACE FOR CCMTVOAM. 7) FOR A0D'flON4L GINDANCE RECAMNa OESICN AND MISTAlLATION TRUSS D 2x6 #3 STD. CONST. (SPF, DF, HF, OR fj c REFER TO HIB-91 SLIMMART �F�; 8) SEE SEPARATE TRUSS ENCINEERINO FOR WE9 FORCES. F MAXIMUM WED FOR ( S ** X --BRACE 24 ON CENTER 48" ON CENTER 72" ON CENTER BAY SIZE LATERAL 3RACING MATERIAL TYPE LATERAL BRACING MATERIAL TYPE 7 7RAC. +AAT. TYPE A 13 C p A 8 C D C p 10' -0" 4600 * 4600 * 4600 " 6900 " 1344 4600 * 4600 * 6900 " 4034 6382 12-'-U" 3142 " 3942 " 3942 " 5314 " 1 544 3942 " .3942 * 5914 * ; • 1•i' -t}" 3450 " 3450 3450 " 5175 0 1344 3450 * 3450 • * 94_? 5914 3066 • 3065 * 3066 * 4600 * 1344 3066 3066 4600 3430 * 3115 2760 * 2760 * 2760 * 4140 * 1344 2760 * 2760 * 4140 * 3066 * 4600 20' -0" 2509 I t 2509 * 2509 " 3763 * 1344 2509 " 2509 * 3763 * 2760 4540 *CONTROLLED �` 2509 * 3763 9N. e "MAX. FORCES FROM MITEK DETAIL i LO-001-08019.3 ° i i • ee • •° d ti • ..`'�lr. y NO.5433ig 1 t t i e ° SPACE COAST TRUSS ° aNao mo cox isoAU cnc T HU (=lr— =-7A a . • . A OF I t I al. Pta 3xe zs PAX (321)-M-75" NOM ".ST FLORIDA Som EAST F[ABIDA NORT$ EAST FLORIDA r4're S;T13 = 1! A2uNnC st+>~ I ° ... . . • u oaatA, I+t oem 344 70 DELeATr erase. Fr. 334"48 CRffiC pAB9t • ee ee e u i • rs.1J-1 J J 1:1 ftlLr TOE -NAW TO HE DRIM AT AR ANGLE OF APPRM M MY THE N Off" TO$- -NAI69 TO BE VS'ED IN A S1~'rG`I c THIRTY DEGREES WM THE PIECE AND STARTED APPRDILIMATLLY APPLICATION 18 DEPENDENT UPON PROPERTIES FOR THE CHORD ONE -THIRD THE LENGTH or THE NAIL FROM THE END OF THE 9II� S SPBCIF� AND MAIL TYPE. PROPER CONSTRUCTION RiEIUHER. PRA CE5 AS 1PELL A GOOD dUDG " SHOULD DETERMINE THE NUb+ m OF NAILS TO HL USED. PER ANSI /AF &PA NDS -1987 SLCTi01~fi' 10.4.1 — 002 DLMM TW END DISTANCE, SPACING:. �1313LA•1� A TOL— NAtL,EQ CONNECTION FOR 'dACR 'EDGE DISTANCES END DISTANCES AI�fl FRAMING �+ A SINGLE OR DOUBLE PLY SUPPORTII�IG GIRDER. SPACINGS FOR N'AnS AND SPIKES SNAIL A SUFFICIENT TO PP,V,T NT SPLITTING OF TAE 1400D." MA3aymm IATAL gE9IS"1'ANCE of 16d 0142") B CbWON T02—NA11S SOUTHERN PM DOUGLAS 1�— LARC1; 23EM —P"11� SPRUCI4 Pft P'IR TOE —NAILS 1 PLY 2 PLILu 1 PLY 2 1m 1 PLY 2 PLC 1 PLY 2 PLm 2 197} 2!f 181f 234} 16d# . 203 164# 199 2 29801 983# Thf '551f 294 j P4# 230# • 295 4 394f S11 # SBi# 488 9190 408 ¢ 307 097f 5 493 999 452 555 990I 5471 3841 499# ALL VALUES MAY BE MULTIPLIED BY APPROPRIATE DURATION OF LOAD FACTOR. • s- _______.�...__ -- flFTfONAL - .. - -___ . _ _ _ OPTIONAL . . . (2) PLY {2) PLY 0000.. . 0 . . GIRDER GIRDER 0 e 0000.. 000000 •0e0 .• .. 0 • 0 0 • 0000• •• • .0.e00• ' 00.00 •• • 0000 • • • • • •0000• ••.e.•1 1 00000' .0 • • • • • . • • 00.00• 0 • JACK ALM, NATTTE COMMON aACf W i .w aT• •,,,,,�,�,.�,,„ � ��+ � �>` 'T13TS DRA1r? t{b RLPLACIS DItAWWO 794040 • FA71R 3s "?T�"? i T �►+ro �� Ruda . �. 54395 t�� ' PSF REF TOE —NAIL taa�I No. * m Psi•' DA'Z'E 111150 s .. gip - _ ro°► -or �`�"i ti I�t. D L PSF DRTO CNTONAII 699 >x LL par -ENG SJP /I{AR s s Dr 4 , . ,•�, eax mot►' '�OT, assn LD,� �. PsF �c�, vim► rr1 r �L�'° arcs its DER. FAC. 1.00 rsar►� OF AND U � 7►KS ixw?0�E . __Rt Igt_�S tnlAR11►Tn IN 14 j% I I I I IN I, I 111', 1',\ I I, c,.r%i �'�" "" F � �— „,r:- s�- -- - -• _000.0_......, '`'. t Ak UVER F I LENGTH rYPIrAl. F1 Ar I1FVFL JAC (rl.J. ) IYPICAL CORNER JACK (Ci ASSUMP'l IONS: Im - SYP 2x4 or �Ix6 , attachment- . S"x 0-131' (10d) r.UN NAILS WITH 1.31” OF NAIL INTO CHORD OF HIP CIMER AND /OR SrAB. NOTE: NuS • NAMAft GESM WEC ;OR WOW Cor4S 1.32.5# per NAIL (O.O.L. FACTOR - 1.25) NOS FOE NAILS ONLY HAVE o.aj OF LATERAL RESISTANCE VALUE. CONoi nON IWE and ALLOWABLE REACTION PER JOINT A) UP 1 265 # ROW (1) ONLY REQ. '(2) NAILS TOTAL — NO SCAB REQUIRED. 3) UP FO 394 # ROW (1) ONLY REQ. =(J) NAILS TOTAL — NO SCAB REQUIRED. C) UP To 788 #How (1) k (2) RFQ. =(t3) NAILS TOTAL — I FT SCAB REQ. ON GIRDER CHORD. (connect Scab to chord 'N/(4)10d qun nails) 1)) tip ro I L02 # ROW (1). (2) A (J) REQ. (9) NAILS TOTAL — 2 Fr SCAB REQ. ON GIRDER CHORD. (connect scab to chord W/(8)10d gun nails) A00IfI0NAL I Fr SCAB REQ. ON 2 Fr SCAB. (connect I Fr scab to 2 FT scab W1 (4) 10d gun nails) row CP I G J raw (2) im L w (3 Bi m 03 .03 (,'0NWCft0N F)FTAII. \ I 2 OR 3 NAILS see note above) TYPICAL CORNER SET LAYOUT SCAR'S END SHOULD 3E ANGLED AND/ N.T.S. 6 *0 00: 00 OR 3EVELED CUT FOR 71GHT FIT. 0 W. E 2k 0*0 006 No.54395 O ' coi 0 IWC s C NA4, 0. 0 SPACE COAST TRU�Zj • Ow Cox M" TEU Af_6w&_w$1 COCOA. FLORIDA 399= FAMD t )_09L75" • • :0 :0 TATE broam un noxDA s FLORIDA N01 = S F LORIDA RDAD 3m , I.& zm STREET 1608 11 LUM AM OCALA. FLORIDA 34479 DELRAY MIACM M 33448 1CW1Mff CITY• F7 311 • • 0 • AL 000 0 • •• i i - 1 0 00 0 . s•- TZ�. 4'13j� 3bF �} a - M M P ft . �L><M. ATTAO f�"tVM MAIWO TO TR MS tx• *3 tltt*>f m in cmft OR t4 m wAns, . f ATTAtM MM ft" OF tALUT 9AILE TO KIT"A VM In CO"N OU LS • !n►T ±� 1r2t' p �+ �ttt o OR 1 er a t, a amt Plu 4 4 0 O.C. t To SdtIAR M M VA" #AAlf TRdSS. R M t tet OM MO FOR OARS Eft O fAtU. " Arm C?tcN PALLET' 4+EM'SE4t 7 V Lr1tC14 S�TOlt7tR� fRV�a 1tiTR 564 tO�if tOtt ' a m. XITp •�} SIPPSOl1 K3 +Dlt t f102►ALt RT. IIf.12EO 1lF fx1 'T' �Alth6, 13tt 111E11= llt OR Imm cONtipvm LATfmt A4 tPe,E! SOM PAY WE SILT AS LOP* At Tf}E M"M *Ml GOES PMT t;'ttm 12 -14-0 ORAellli I%l !E "n, AlTAO VM, � ]F� OR (27 O.ltOs%3• -MR NAILS. ORACM RAMiAt TO 11f AT WN TftS T0.1t SOITERI.E •SOPPORT. F t*E : R!' C+ !t! R>tT tE SOU !E t1lT OR PTTCRED MT. . 1'OR PALLET lf'tTICAT,31W A" Oft 7'1• TMI AMT 113• 't' IRRE, IAW IM AS M NEI4EER. AMtCH wM to OR o.IfpjS• go NAILS 0 0 O.C. Ct►T t'R1?rl 2X� l�AxtfiDq MAT ROT` EEEO tY'8' LARGER AS Rt 41'D +��• 1ft.* mom fffftt, ftEfl:•s1T'p' M • 8► iTftn ATTACREO To 1"14 ul" ' It1tx +1• .04-O' IP0 = Cl.#k'�S• ' mxiu lPkil m tm ""lwftm. OR IRvKlRt? A'fTACAEO VALLEr MISSES MKt • _ , at no tN my OF MftTm OR rMlyS, stt mh (••1 1S fm V;Vb 3 fT'• 00 RAT, ACE fft. OL09•, LMA'!n ANmeilt IR'1MOF, tAt H. fXP C. $IRO ha- S.O.W Wyly it'dt -S.O PSF. 1+2XA '111x3 4tZX4 •.• • 44 B -0 -4 SPAN � 7ClC71 BOA'Y'AL1.B1r'YtttlSBTI SAP% �t�ti# l: a' 1' ift7' ItUS I�ESS�i:01#,FAS'1'Ef1?7�4�SY7'' . X4 X3 P41RM 19 4t" MQ W= (2) 16414AIU INCH WD. ATTACK VAMEY'IRUS91N TO PUltiM UM STANDAPM *•?MM AWMS Mu ttrr VAL Ot 1riX� P160 tvT TAL 8t . 41 ..•... i12k4 M4 t .. . • •' #i1 I6 -d- SPA" ...° 1t E' 14' 0 • • •111 *'! - ••••• . • •••• 111X'3 ftj{�(wt,�. 31Uf3 Ai. Y '4' • 3 o b' Ax EM DETAIL • s: •i SP �L, HiP SoZat1' DtiTAIl. Mt1MdN :T1;US S @ Z4 ". OC • vlxa lt�X4 •i• •• iti�'� •+•+• 20 -tr•0 SPA11 ! 1#sj► T' -9*� • •' O�si t�7i t• 1 .++' 1a � •, ••, ,•, nnJiAtf Ja E »t ' ►LMtt 1GIV ��` ,� T Lt. 30 PSF j7r� ? ►iia..te m +� ""' v i� REF R6900 ,.r JMtr �f 1'�Rlf#71 li.. Mn 116 1101 1 t! !!t k •►NI ' ti+ .gnts'Irtae eerena+h..�tm t t� StMu e�cr � ►rtarne BATE 'l 15105 sr•.erRn.►:rcei, �etree a inRt A.►!�*lrit . •*tt *r• • ransr �► tfrt.w Tttf QctM n rn #ntxegM- wnattt. a bL. TO PSF �R1$ NCD it&44J4 0207411 4_ "MM, nu !!ntt e*rr fit tmJl�ttiu rm � ttTtAT1n R414:m° lttfit4 M FIRM' R t► m rr:enttis t+ t rrn ml et.•rmmrxtte mltf m �, mnuna � t} '�' -�. ►tTtt at tmstti *+ns Wil• t OW" me �taJt�nrommrs was allmvr" LL 0.0 PSF HC -ENG . /DR t►tCti2Att1111 ►tri1l+!C !T M a" w rpm m fim t1t1C1 An M i4tJr! --- �. -+- +• ten*VM gat «M a :M AM IT" 0" att. �a+�s n � U. Sa OR 55 PSF SE4N - 24906 trn :, n� e'•stt►ttt'tt'. �. e►�sw rt. �+t stet sx Mi asa M fthu ftJf O tmTt In v „� � 40f{,FAC, 1.25 OR .1.33 � nnte <•" :. tpretilttLllT tetltt ful 1tt.lms teNAh*t+� 11itl1t fRt •niteltrtrr�n+t M tit= nme •'� "Rim! nt Mrn4•reOtt. anet+n » � rcmtmIt t+t7nttstite . t0► �'t�;s7�'•f�':° 1�+itJ7t1 1•J!!S 34eT34r t. ' - _�.i y �� •�t�AL BRACING T'ITTS IS A DANGEROUS CONDITION M"U"M rooU9 ,' s s�ro+►s MW TQ ftimm THE rs•]�oT �� ; � _�,)• �T Axc�oRACt: P1' TAtS PM. 2 THE lliAcowaL 7 i >at+chttKe. MM, ° THE » o>• M• ) ME1Mts ARE gam• OR ARE ATtACMM TO 70p & B • •TIE, MADMAL HitAC�' MAY 11E AT]'A if !! ! m cm OR f'0.'!'fH; va o"limn CAEp .Y TO 1 ! !R!llfftltl2 Lam. 11111C1l TM ma. m RAM" Dr M. 3A. VSE T#9 SAME 2E'Y!!4D 8A0*!T bf 1'ERlQI"A MTMM MUM MO $ 5* � 9B. 4R t!i AlL VT9 IOWNP9 AT ANOTICZR ff"WlUnmy T!!L� ffm T1M gip me"" SPICUTED MR ""m wvo!R OR "emm-7. G 3E F'I2 FIG_ rig {� A�roRxc� �vv�tat�s TRUMs r" u MM T4PEs QF "ns). " • • • • • : > o - f"Tw s t�LRAL • }�; MUM 1'A WEN >4'JClulA9 : �/ • • R+$•••• CLE • • • • • gxT 13 Olt an tt" p� 1fAlLEfJ • • • • • • • • CAl11R; ip Op p Me OP V" AND T A T � t o z t 1 Tin ATTAC}1 TO *>res trt�g vow"". rr MUM", Mm", ten" Worm T wit a al"J0'S''� ��it�•r�r+�. s+tlt�v44*f 1>'t#3Lt A a W. mm ✓' #� �� T �►nr�tn sr4nc-wu +► L SF' +�' REF BRACE RESTRAINT ,+st °° �! rre ar,r `�� No.54395 t 'p DATE 11/15/05 {na � ° `rtio Amill ]r� `,gar '' DRPIG � s�r�'• r+sr� �►t >�cr�G aF n�ntsl`t t►� �'"�' �'' BRCI.BANC0699 ors x*� AlIQ APt46 M a rs, —ERG RGF /KAR � r • �# + .► � ! y# m�vria' 1� - * s } • T A L W r�s 1 t ''l�i,,,}��''' CC Cif C •1 / ! L RliSJ.I ��. ;N Tt� yhh yl�fp �Tl� T •'•',. nfS�T+St!!! TT1' OF TK 1lJl DT l�fStli 1, ! }A! STJTF'1 !-tg3 �s q Na+r� +•na"' MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD :SIZE I� IMMU -M SPACING FOR SM= BEARING PLOCX M SMW I DOUBLE NAIL SPACINGS NAII. i'YPE 2X4 2X8 2X8 =0 2X12 AND STAGGER NAILING FOR Tyro HLOM. GREATER SPACING MAY BE REQt7IRED Bd BOX 011 3'702.8 3 8 9 12 15 TO AVOID S'F7�T'ITNG. 14d .BOX 0.188`703 3 5 7 10 .12 A — EDGE DISTANCE AZ'ID SPACING BETREER STAGGERED RONS 12d B 0128"703.25" 3' 5 7 10 12 OF NAILS (6 NAIL DIAMETERS B — SPACING OF NAn S IN A POW 12 IWL IIIAMETERM) ig BOX 0135'703.5' 3 8 7 10 12 C — END DISTANCE (15 NAIL D ) 20d BOX (0148"U") 2 4 6 a a 7 NAIL HOLES ARE FMMORBb SOME SPACING 8d COMMON .0.131'702 8 3 5 7 10 12 VAY BE REDUCED BY THE AM6UNT3 GIVEN BELOW': lad COMMON 0148'7p" 2 4 8 8 10 • SPACING MAY BE REDUCED BY 509: MAY BE REDUCED BY 33 SFAC - 12d COMMON 0.148 ",103.25 2 4 S 8 10 •� Mrrs 9. . iod COMMOp 0:182'703.5 2 4 8 8 iQ FEARING BLC?CPC TO PE SAME SPECIES, 0.120'X2.5" OUR 3 S 8 11 14 SIZE A*:M GRArE AS BOTTOM CMTM. 0.131'X2.5" GM 3 5 7 10 12 4124"X3.4" GUN 8 8 11 14 NAL ' 0131 "z3.0" GUN 3 5 7 10 12 C:. URE A M MM NAIL SPACING 7 � v � DISTANCES I}1S LANCES Be NATO. TYPE A Bf C!# -'" 60 - 8 , d BOX 0.113"X8.5" 3 4" 13" 1 1 1 • • • • • • e 0 0 • a jlSf •... lad Box Q.128"X 1 3 " " . 8/2 78 158 2 • • •��.�' 12d HOX 0.128'703.28' 7 8" 1 5 8" • •••• •• , • • A 18d BOX 0.138"X3.5 7 8" 1 5/13" 2 1/8" • • • 20d BOX 0.148`704" 1" 1 7/8" 2 1/4" A ..... • .' ; • • 1DRECTIaN 8d COMMON 0.131 "7t2.5 7 $" 1 5 8" 2" A. •i•s • • or LOAD AND Od - COMMON 0.148"n" 1" 1 7/ 8" 40 • N ROWS 2d COMMON 4148'703.25" 1" 1 7 8" 2 1/4" • • e led COMMON 0182'X3.6" 1' 2" 2 1 2" •••••• •••• 4.124'X2.5" GUN • •••• 3 4" 1 1 2" 1 7 8" • 0.131"X2.5" GUN 7 8" 1 5 8" 2" . • • • Q.120")M.C" GUN " " FIED TaE'�'G7H OF BLOCK SPECI ON SEALED DESIGN 3 4" 1 1 � 1 7 8 131 3.0" GUN 7 8" 1 5/ 2" 24" MAXI UM) Mr.AC" MtAW1NC B139 ARD CNHRG8MM" :wV"ITVIN,I°1'�''I?�' "�^ ,+.e a•+ aa� , �p Q� �GENS,F''��► REF BFARiNG t3L0CK ► T �i !elET,P"L Paw �N o. d3$5 fi� o A'I'E,- 1t /t5t05 .. nj"MM RR m t tt a +arre D CMRGMX1299 { �� • s - ERG SIP /I{AR y smtr' t� ~a, s�+E�JC�J�M • e * aa rs"" y�ct�1 axe T°L cs+Etrt + t!a3y Sfi:` ASTIR a fit.. S?[Q. �S 1!'J s�tr EKN PM LgGtd t!M tl�S CQwECt9tS ppt rae..s!"•!see+trYt 3E�SS+iFVI N�1�. �►?ft.t17► mi �:s�atannr iii �m� sus ---. +�� }��r�r }y� �}y�I ♦ _. _......,. vs• .at�U�ILL' / 17�p,;�,'. • •c3a.: I)VETTI It VALM OnT FR MME nr M, ,MR 2X 3� EiL , OR STVIDARD CRACKED OR BROKEN WEE3.. • NO MORE TBAN 1 CRACK OR PREA,I{ PER WEB AND 2 CRACKED OR BROKEN WEBS PER. TRUSS Aft AIJ,0 W. cm rrACT THS 7MJw,S Ml1NT3FACT•URER FOR ANY REPAIRS TMT D O NOT CRACKED OR BROKEN WEB C'C YPLY RTTII THIS DETAIL. t REPAIR DETAIL (3) = DAMAGED AP.EA, 0" N7 TO 12" W LENGTH OF CRACK OR BREAK IN nt. (S) (2) 2X4 9003, SA G RAD E, S AS *0 I -IBER. MiNIMUltI LEEIGI H 6$" s + ENGTH OF A D��MAGEDAIVA {B], �M OF 34" ON BOTH SME O THE D OR 1 2. 80 . OF T� VRTG11rA� Tf.t`sD LVM�lls ATTACH ONE SCAB' TO EACH FACE OF THE WEB 'M= A DOV.I S Pow or 10 COMMON NAW SFACED 4" .00 STAGGSRLOe; REI'ER TO NAIL SPACING DETAIL FOR ADDTTIOI`iAI, NAIL SPACING INFOR?utATION. 34" lu!'1N 'Tt►TE: FIEW REPAIRS MOST CMLT WTM ALPINE DEMOM AND SPECIFICATIONS. E 10 CQjWIk+ION (0.148" * 3") NAILS: 34 •=T. $W£. STAGGERM ..... a •_'" OC �,.• : + - BACK FACE ?i`PICAD n = FRONT FACE a .�.�'r • • • • • • ...V-T o •+ •• -g•• + o + ....�. + • e•e••e • .. • 8R4 i3, STUD, OR STANDARD • • •' • • ].:...: WEB I"LY, .ARTY SPECIES • e NAIL SPACING DETAIL Ob DRAWINGS Ht mofa4m & 958,849 }rq 3!sg rat TMM PVAIIR r4 �► F �'ti' PIZp n7 -� Y !'v�l. TD Dot fOtnttr DATE WEH REPAIR F SE O �� E I wk rA T �!E a T # * DRRG I�EPWE'HSC0899 1t Rt 4P'A ok"J1AG It T}+E Cr -4 14 Tuc1s tEY1S10rt 1IT —mm MI.�I /nR, 'n'3LD. 1t ftmi " Fnf �+s Ir�oICATE>a eM rpavru�, ^1�Art!►rf: 91 n" .DETAIL 11 GAUD$ (0.120' X 1.375") NAIM FOR T.RM& TRMOX PIATL IS OENTERM ON THE CITTORDS AND BENT PLATE ATTACMMT. FILL ROWS COi�P�L HERS BE" MAX RM. TO ENGIIQEER'S SEALED l3'ESIGN 1117 - ' R AMS MAY BE t}MITTED FROM TfTESE RO'VfP'S. g`HI5 DETAIL FOR LUMMER, PLATES, AND" OT'TIER LING SO. PINL; SPRtUCE- PINE -FM DOUGLAS -FIR OR MM-FIR I' PMWATIOR NOT SHC)VN. CHORD REQMM. CHORD SIZE OF BOTH TRUSSES -MUST EXCEED THE TRULOX PLATE WMTH. SbppoRTnn TRUSS sUPPb G TRUSS 60 MA s 6C� I1'fA TRULOX FUTE TR -MM-X PLATE --' ® o Q ®mo ° 0 moo , 00 • 0 �► • r cs� O ... .. .. .. Ts ... . . . g" MIN strPP.* R r . • s •• r •s•• �y TRUSS • • •• •••••• { •••••• �• TFULOX PLATE - I • • • MiNIMI FX8 tRLTLOX PLA'T'E • :... PLA X• NAB MAMM WAD SIZE PER TRUSS UP OR Do" DETAIL MAY BE USED tFbR 1.Q4, 1.15, 1. , 1.33, OR 1.60 DURATION dr LOAD 3X8 9 ssof i C am ,. - J� : \\ O m�N I 5X8 15 890 ` ,, «.,'4► �lRA�l4v� R81�LitCES MWMS %,igS,9S9 1,168,999/A 1,169,154 & 3.151•,524 " rY ?:'•??y:�"'� ?f ,,�s PWV to la a L1 NWIA 1, 1 t y No. ggg 'i�+ REF TRttI.oX Z snr Nn�c►�c ' � wrr► s 6 s 71 bATE'- 111151 . VI1% m �Tr IM-11 ✓,_ ; f A c� s z+ nr tac x m ttrR. DRWG CN'TRULOX079x no kW- ' a W --ENG DW /KAR �w An rye � �Tri. �'Z a w 1�llLLit ,,rw : rrrt . wo n: �aerr r_ IM 1TY fK V t; TAIL (A) M OR LAP.GER SP OR VT #1/#2 VAIM RA"ER PARTIAL rRAkIING PLAN (?; 2x4 SP OR SPF #3 CRTM (191 HEIGAY W -31 (C) 2X4 SP OR SPF #3 c"PLE (ma HEIGHT W -31 COMMON ;L?} 2X6 OR LARGER SP fit OR. SPF #E1 /92 RIDGE RAFTER TR "• ^ '*E': FTDGE RAFTER im MUST NOT BE Or LESS Stn THAT . AT 24" C THAT OF VALLEY RAFTER (A). '` ^TL': RFFER TD VALLEY" 11 mm VALTRuswg99 r0R ST.TPPOI?TII�G TRUSS BRACING DETAIL5. V WXY F}, (C) MAX HEIGHT 'WITH IX4 "T" PRtACE TS 9' —i0 ". z 11 'P) ( C) 1 4AX HEIGHT nM 2X4 Y BRACE IS if' -2 ". RAFTER ' ^R m AND 2704 ''T" *tAcirrn BRACE TO BE SAME OWE At CRIPPLE. ==men — 'A:STEN 1X4 "r" BRACE TO CMMZ KITH Sd BOX (0113" x 2.5' NAW AT 4" OC. '.ASTE''j 2v4 "T" BP.ACE TJ CP.It'PL8 vrM 103d BOX (0.135" x 3.5`) NAILS AT 4" OC. rp CHORD or TRUSS BENEATH VAIM SET MUST BE PRACED 1tTTt# 'P.OPERLY ATTACREb RATED SMTMgG {?R PVRLM AT 24" O.C. OR ALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DEMON ^R THE' St1PFORT"m TRUSS. C7?�#Mt7N TRUSSES AT 24" OC �a Lad• PDX xmm 3) led BOX • (21.29cr BOX. NAS, TOE —NAMED Tmm T�v�� NAR,ED \_ ?JE—NAI12D 1Bd RM NATGS, AdS, TOE_XAf .ED • `• • CPJPJP�'•bt L*I'!'*� POARD q • 16d PDX NAILS A) • (3) 18d PDX NAZIS, (D) A ..... P .. • ( .. • SHEATHING • .�~ . �... TrP. ( c1 I3ox � GIRDER • • • • • • • ) N6 IOE— NAILED • : • • • • •� 2) PDX NAILS, TOE— NAILLM (TYPICAL) mrPmma TRTISSES RATED SAE.4T13M CTMCW To AT 24" roc MAY SPACMIMN TF?VSS TOP CHORDS PER Si'ECTP'TCATM?M (3) I+33 p" FAILS, TOE — NAILED THP.'rJ . CP.TM rm RATED SHEATNING ., . . � �• � TH19 ]�!1►IttG REPL�tCE3 DRA1'ff�G ViOB —CONY i O � . �� Q �,1G � .�►' '1S Id. 30 30 44PSF REF CONY. VALLEY �. Tw "A . � r rrntn _ ti im hal sK' q N0. 393 !M DIP 2U i5 7 PS'F DATE 1U15 r ; ..n OP r g""II A s� "tom nowt W" ,* DL iQ to to PSF DRWG VALCONVF0Sag •rt -r, mt a� �� LL Q 0 O PV . —EN(; 1liLH/'KAR ._�ucati.S �tvtss.7s t� ass p��wLaEtfA s tr tME n a asoa+►*m� ,ws -ss �*E " t1p m r . LD. 30 55 Pff „r.s!•+tr++.c•+r a t- S Man � tilD•SIa1. Y r � r �uov �t nai. ►a r r ► ; �c `i i .i5 S .Ce'� �_ nn - s!v ai:•I rrer rs !t;"R 1 off . . dVAIla1//f� 11(djlGHli�t�l�fQlf ` made Ound F1M 1:iteb A1lawabh Leadsr : '` Southont Plas AIlarold� Leads S MO*f r/Heo1 Firm able Leado Na 1 I�t Upld/! Fl 'Boob Wldi� t u� � Aear Saoir RoN Wtni u I Up�q� F[ao► Snow I3SOf WIM Cade 1 .�y , 1x91 ,091 (,131 1241 (i6d� 1t� 119 ,25) 133 (Led: I* I.US24 •165 490 rr10 135 Wo Aso •190 490 690 798 920 390 465 540 � 876 730 LUS20 730 i 1 i 3 A3o 955 100 1110 1010 ! 165 1095 111 1200 Tao 930 7W gas 87T gyp {� V. �' 121,139, Mugu 1090 1090 1310 15115 1640 1740 1091! 1090 1142S 1640 1780 1740 915 915 t100 1265 1380 J465 .47 133 0 _ fl1a75 56t1e ' r ' 26 29504 1550 1550 2785 3200 3381 3335 1485 1550 2210 2490 2540 2$80 4 37.87 121,133 HGt1S25 .• t/ ' t�8l18 37511 •37 L785 1765 3750 3750 3750 3750 1501520 3480 3401 3480 3480 133 1� LUS26 ; 90' IbW 42HP i 1 1.401 1010 1105 1140 1910 1421 1520 780 1 935 890 1025'1115 1185 4.37. 81,121, t A 140 MU = 150 ISN 1750 2 2185 2386 1555 155 19181 2186 2375 2381 1300 I 1306 1470 1690 1835 1955 47, 133 tiug2a - � 35856 3700 3775 3840 20!81 21� 3�d 3 3�6 3855 1720 1720 2= 2680 2745 2800 437 Ip 121 I t3 IItiUS2d 3015 3013 5720 5720 5720 5720 301st 3015 5720 5720 SM 5720 2595 2595 4920 4s 4920 4920 133 1� L11S210 'tt1 IV .1470.`1 1010 i1� 1380 1501 725 1840 180 935 1085 12� 1355 1445 81 81,12! 1 110 1� HUS210 ' 264J ' 30l 3920' ACK tip 30181 3�p 3581 37� 3� 2320 2780 2745 21178 2.955 9028 4, 37.87 i21,133 Mudd I. r or dWwm mar and mar I I IFMONw, seo bMU no p. IN 117. m Mbl. Oippsslons Fsatoasnl f qq!�l•. m S[tRrMo�tir Ned 0if ` : `' i 'K=t'`i; Aflite�t cob r • ►. 111 • Ron 9ewe I>nf YYbd ReL Ift ' ' • oq 12sI Sal OOU!lLE2t 900 LUS24.2 2'd► t o 311 31* 2 4-161 2 - te4 5o 569 7� 880 78Q 1020 401 559 64 733 an 8119 lr LUS26.2 rYh fa xfi 4 ►A 2 4-180 h181 '1404 .:1101 1000 1 1 .f3 g25 1115 820 945 102!1 1145 1•% 121. 133 1111U/i29 -Z 4144 14 314e A 9 14.10! 8.180 ;. �: , :� 3, 48 42 3410 3 1 1395 15� 2101 2401 2710 29H0 437 iZf 12&140 118U82Q -Z 44� 1$ 31 190 19 3 S5% 4 1&1 8-180 06 !420 80 55 21 1 1� W5204< b 44�` 18 3'b 7 Z 8-itid +100 1140 110 1285 1460 1589 x890 981 1115 1050 1210 1313 14519 1 121 i� ,r 1iHUaZ82 ="6'44e 14 374 6'�i 3 22 -180 8.180 2000 2= 3885 4481 40M 518 1880 2M 3x75 3M 140M 4= 4.3712!.1 140 N011162d2 614 12 3 7'Ar 4 36.18d 12-IN 3229 32M 8805 7830 7906 7926 2706 2705 63I "0375 3.311 }121 4 140 . LUS2f0 -Z e�ii• 18 3%1 8.1 1394 1550 1 1, HtR182t0 2 8711 14 374. W& 3 30-led 10•fed t 4� 1680 1830 1850 t 121 f33 2934 2796 4385 4796 4878 4946 4.31'.121, 140 Ht311S2f0 -2 09% 12 UP* M 4 4bted 16-18/ 8850 :e$4 3pSd 8315 8775 om 7106 3; 1 1 140 �. >ie�teasmat HGU821t -3 4 }2 4 43l� 4 20�1ed 1 $400 2325 1 2325 1 3840 145311 t 4930 152481 1= I 1910 134191 3081P& F4535 E0GIl87tF3 8% 12 7% 4 35.184 12.101 3220 1 3$20 6806 170211 7926 79U 12705 1 27Qt 15800 8601 I 6856 vo 1ZlE1,133 11t0-3 8 12 4 9311 4 4x-180 18.180 3830:.8730::, 3m 7510 7510 7314 7310 N1lU92103 844e 14 4n 9 3 30-ted f01ed '2855::' 31 '" 7439 2796 4� 50� 5075 5075 10 =2-3 t07fs 4 55-16d 20.1ed 4055 4013 9156 9155 9101 9155 3406 34� lEOd 7690 76� 7640 131 1lGil,S2t4 -3 12% 52 i"A 12 4 60180 715Bd 5380 5360 10015 10018 10118 100th 45� 1ffZ0 8413 8415 8418 B41S Hfusz64 5� �� H t2 P 55% 4 20.180 8-160 led 29�t' __ , 52411= 1956 1956 3410 3= 4780 4536 131JS2R•4 7 12 Tai 4 30 -1160 12.101 ' 3220 , -2701 2706 5801 6 m 8th HOL4l32104 9% / 4 46-led 1a-18d 3839 3834 USS 8040 8944 8040 301 3021 7310 7510 7510 7510 HHU9210.4 846 t4 651 0 3 30-i 10.184 2865 We 5190 We 6�d 690 2460 2940 4478 5145 5595 5970 133 t 1 i 12 10% < Sa•1ed 20.180 . ty1j 3406 13405 7813 760 76W 7690 H(11182144 127E 12 12% 4 1 68-160 2Z 160 5� 'S88� 'k0(tl 1pQIwo 1 _ S Iflm I 45W 4620 Me We I N415 8415 s tl1.S48i d7i 111 17G 4% 2 4460 4.1&1 1140 1185 0 1000 1154 1?5$ 133$ 925 1113 on 945 10."."5 1115 134;121 ix{ H0[l841f 1►fis 12 3' 4�14� 4 20-160 8.184 2 238E 3 999 3410 3920 42M 4835 3.4121,14140 0 is FIt111S48 4948 14 371 531 3 14-18d 8.180 15511 1550 2580 Z�1 3225 3440 1396 1550 2166 24� 2710 29110 4,31,121.1 140 LUS4a 4.71 1a 371. 630► 2 6.180 4-1&0 :.t:'14� 'S �t .f' 158• , 1�• 928 1115 1(80 1210 t3iS 1450 H11548 6+ik 14 3"X. 7 2 8.1sd 6 .,1 15511 'f i.vd' '1 0 2p(' f31S 1550 1240 1425 1550 1650 1 121.133 HH11,saa B3!i 14 3% 7 31 22-180 8.18d 'mu =bf 1 2� 3275 3�, 4� 4355 4,37121 i33;t40 1iBU84a 6'945 12 371, NO 4 38.10) 12-180 8805 2106 51190 8655 t� f 3.3x 121.1 140 s LU5410 6'/• 18 37Rr $'Xi 2 8.16d 8.180 1550 1550 1 1550 14113 1100 1830 2025 1. $4.121 133 S 431113410 8ii t4 371 9 3 30.1ab1 10.164 28lJi 3430 513! 5908 59fl0 5900 2330 2795 4385 5040 5075 5076 4.37,121 133,140 ^ HGUS410 F/u 0 3630 3600 8780 8g4d 1840 894 Mil 3080 73� 7510 7510 7510 3, 121 133,140 H6t13412 10►i5a t2 331 0/45 4 5t1�18d 4 20-194 '11$$ ::yam 5dF 405 1760 I.Mo 17M 1 Tim HGUS414 11�/+. 12 3711 4 68-t� _2Z 160 5 0 1 10pj5 7890 8186 8380 83$0 133 1. UpBit toads t tutee fncresaed 33°05 and 60% for eat0tqu m 3 ob trod • T AMWPi9PF;'f� amt T AMMP50F for allowable loads the 2. Wind (133) Is a da inCtease allowed, DM to by 1.33 wd 1.811 for =MW loadla7 as ht r tlon. +xmalder ANOlTPI 1-20M wood nmed►w des�a cdi awdaad tL S. loads shorn am basmi as mbdmum of 2 -pill 21 girder be tom eimrds An" h� M to io hw wft Far tesa the mwnw 8•Sn iadolleft aatmku page 119 for laom r load modmuffo ro. 5 heal height. sw AMmoble Loads with Reduced MW NUM ON Po 128: 4. Thm chord aess-gra ht tton may M* allowable loads Rdw to Technld gu is : . : :Sea P S:181 to aft an Sim and intarma8oL 1?7 1 1 ' . ' . w�rl • r � 1 These notes are provided to ensure proper installation of Simpson Strong Company, tee. products and mdse be followed fully, a. 31mpsen Strong - (is Co., lea rmorves the right to change specificatt s, L Union AsnWn noted, banding steel in the field may cause Ir designs, and malels ,wthaut notice or Ii,hbclity for cuclt change& at the hand Ilra Fractured Steal will net carry land and must be n b. Steel used for each Simpson product is individually selected based 1. A fastener that splits the wood NA not tatat the design load. Ev; rte the prndtct's ;teat npeciflcallons. inciudlml stm9lb, thWess. !;Pill$ t0 determine it the co Md(m wO perform as required. 0 larmabdcty. !bush, and iroelda Aty. Contact factory for stood information may 1pM mare oasip and sho uld be evaluated as required. If wn On speaflo produft lands to spK consider pro- baring holes with diameters not we c. Unloss uth"so noted, dfmonsims are in bathes, leads are In ponds. .15 of rho nail dlamoter (.7091 NOS f f f.S.31 d. I hides ulhorvtise noted, bolts and nails may not be combined to It. Woad strinlm and expands as it ideas and gains moisture, partb achieve Idt#md lead value, dd (M.131'x2IA"), 10d (8.146"W1 and perpendicular to its grain, false wood shrinkage into account wh 134 (11.18"%J speedy common natbs that meet the requirements dasignlmg awed Installing corn K1113M . Simpson manufactures pn of ASTN F1887. Wham a shorter nail Is specified, it va0 be noted to id common dry lumber rllmenslons.1f you need a connector s (tor example 8dxI rst Refer to page 16, 17, Nos (r'fdtdsesl ties /qtr damns other Uran those listed in this catalog, Simpson may Speatleadoa) and ASTNI F1Oil (Amarieas ssa/ety of rests# oaf to vary connector dimensions; contact the factory. rho effects of Matsrla1s) for more trail Info. :hr1nkags are Increased In multiple lumber connections. such as a. Unless unherwdss crohnf, allowable leads am for Douglas Fir-Lamb under to -herder irS1altaUary, f his may result In the vertical rod nuts boar r:wWmsursty dry conditions. Allowable loafs for otter specles or corelitlow 101180 Ong Post- inslallatios tightening. must be adjusted according to the Cade. In many cases, Simpson cods L 1 bwp hwgms may cause unevenness. Possible remedies sl repots anti Inftle loads derived from Dorn} Fir header material enty. be evaluated by a professional and Include using a face mount h; I fuwever under IM ES AC13. loads for Douglas Fir are the sams as and rouleft the beam or cutfhhg the subQaor to accommodate M. LSL. PSL. Glalam's mid Southern Pleats, sines the s =ft gravity top flange thiclaress. of these wood species fag within the specifle gravity range of tits AC13 ter Buds -up lumber (mul" members) mud be fastened together rt criteria. The chart below qtm speo ft greatly for the dcfftoetd wood .ns ON onrut hh resist the applied toad (excftu ft the con miler fee+ spaces as 110d by NIX For your cowehkm w o have placed rite this must be determined by the Oesigoo lEogirmer of Record. cectkm from ne AC13 criteria Indicating cave nenp d speedo gravity, 11 . On Not Overload. 00 no eoxeed catalog allowable loads. which v 3.2.3 Th species at lumber used shell have a specific grovily of 0.•19 jeopardho the connoollan. or greater. such as Douglas 1k but art greater that 0.55 as determined o. Soms model canflQurations may differ from those shown in this in accordance wnth'the NOS. Corm faetay for dowk Species Fe 1, Speoifte 0ravity p ' Na COU0011 Ong' 184 — sorts combina of burpw opt .: F r Fir -taro 825 psi 0.50 rut b� fn �dmca>ad road com binations trl by slo joists rmustt �autherrn Plot (SP) soli psi 0.55 resisted byAW members kh the shU turn! system. A gsaliff do Spnace-Pi w+k (SPF) 1125 psi 0.42 mad a Mtys evaluate auk emeascoar, iwdoBhq canted and car Hem Fir (HF) 505 si Psl 0 dbd# stratifying ft product. tip all faster Giwarre tsetse wiib t r types spealled In the tale, wdm odretwes LVL (OFISP) 750 psi 0.50 Hanger COMIll rratWK helgK and fastener schedules may vary h TimberSband- LSL (E"1.3Xl (n 6$0 pal 0.50 the tables dependbhg ao 10111 size, slaw and slopes See the allows TimbsSdand° LSL (F.2t Sz1 8W pal 0.50 table lead for the non - modified hangeti and aoiburt as Indkjds& G; ParaliarMPSk 750 psi 0.50 m8V vary from that specified depending on the mahufactudrtg pro used. U awn! W hangers normally have Wools ocraak"A f. Far facts -mourn trangms & straight shape. use 0.88 of table leads for On sad may be welded. B. G" MZ HW, LDYand WNP feet Spnw Fire -AC for std 311 Installations are assumed badcadL To order a custo factor g. Simpson 81nmi -fle Co., Ina: will manufachue rroa- catalog pro u cts S�p� will calculate � b provided prior approval Is obtr q, dned and an engineering drawing is 119 a sloped sew. The naft included with tier order. Sled speaW on the drawings as W. 3'u; nth provide Nee tit told height before nape. and V4 will be 11 gauge (0.120'j, 7 ga (0.17T). and 3 gauge (0.M. r. Truss ph" chows are net by Epson, respectively. The mWmun► yield and ters7e sfremgthe are 33 feat and s. Do net weld products !fated is Gds eabfeg.oafese ibis publica8a 52 ksL respectively. spm ffic'W identilles a Prorhtet as aeaepbble tar weldby. or act h. AN references to bone ar machine bolls (MBs) are for structural quality sPooft apitroval for wetdtag is provided to writing by Siatpwn. througb baits (not lap screws) equal to or better than ASTNI Standard Some desk have post wefdahl" sad a ltnderrey to crack when A307. tirade A: RFB is Mot (trade (% SST8 is AMU A31L wohde& Craked sleet will sot carry load and mod be mptaasd. Refer to page lea few bqm which eao be wedded. INSTRUCTIONS FOR THE INSTALLER a. A8 specified fasteners must be Instati'ed according to the instructk= open" or etim Pneumatic nail tams may be Last to lnstali coorn cb rinthi catalog. Ihzorrect tasttmsr quantity, Sak type. material, or provided the correct quandly and type of nails (lengr and diameter, may cause the coanectim to tall. i Bd fasteners are common are properly installed in ft nail holes. Toots with nerd hole - locating nails (IL l Or da. z 3 /h" long) and cannot be replaced with l pers� • . ; ec�hanisms s hould be used. Follow the manutw urrses insb u Lions (0.148" tide. x 3'/a" leeg) for full load value union otherwise sped. • . . • wndluMM appropriate safety equipment Over driving nails may b. Bolt hold shall be at least a minimum of ribs' and no morn! tiiaa a .: . * : : : Vpw&a bhads. Genteel Simpson. meXIM m d Y brger titan the bat diameter (per do 2001 A& 11 • .: ' .h! mss$ .l(s slta� bear completely on the connector seat, and the gap betwee ta8 all specRd fasteners before loading the egnnedio% the joist and and tie !heater shall not exceed W per ASTM 011761 tee d. Some hardened fasteners may have prwn tm failure if expel to standards. moishtre. Those fasteners are recommended to to useppy i • • • 4.* For applications. ' • or • errcitor bell nuts shoukt be finger -tight plus % to eft tar a. Use proper safety equipment, • i i . • • • • • with 4haod trench, with consideration *at to possible future wood • . . Ivin1§40, C" should bs taken to not over -torte the nut impact f. Welding galvanized stud may produce harmful fumes; flow proper ' • wrenches should not be used as they may preload the heddown welding procedures and safety precautions. Welding should be in j. Strong -Drive Screws shall out be installed through metal truss plat& accordance with A.W.S. (Anted== Welding Sadely) edam . . .; mess approved by the Tnrss Engineer (cent- drlllidq regeired). Far Unless otherwise noted Slmpsah connectors cannot be w . . • • .afltdf lonM jMamanon regarding fasteners Installed through truss t 4 g. Pneumatic or powder- actuated fasteners may deflect and in(urre the . : : •: ;coax or dates, refer to ANSYM 1-2002 Section 8.18. - � d '- — � - -. •.r ...•. •� • . wwvv • •a.•Il.awrf �I f f ff./ ..7R — i+ Iria7 Materials: See (.hart Finish: cigo halvantzing Options: Sae Specialty options Chart Rough/FUII sizes avnilable. MOM, THO28, THD28 -2, THD28 -2, ,4c rHO210 -2 are available to Triple Zino. t order, add 7Z, to stock number, as in t..t ffa TNO28 -M 1•HO hangers with widths w greater than 3" can "` • have one Mange inverted with no toad reduction. Specify right (R) or left (! ), • Codes S13M. 0OCA - NER 478, FL815, LA. City RR 25283, DSA PA -078 • • ; � 7ypitcal THD210 Installation: fnstalladon • Use all specified fasteners, See General Not es, page 14 H . • • • • Drive bend line nails into header at 45° to achieve listed loads , , • o�+d W A W '�,. n awn THD28-2 i a • 9 f O 1 0G„�eelpl! ° ht F Sdn" Allow" Jew j USP SMd • j... FIVWWW - tl -la IM UT She SIN* xa Rat Na U" W H O A fl Rif uRSM o �� ° I Z x 11 . Dim �► T MW 100!1 ItSl1 t25% t331i too t L!d3 8.1114 3 i•rM 1 led 1 lad f - 181 UI 1484 0 A 2170 `` w R nuke _ to r•sr4 7 a t -1r4 t t 105 x i•1I2 � in r 2334 23� w 2 x 1a - 1 2 tt10ltQ - �e w� 9 3 1 -r/4 fed t• M x S.ta F- 11 - 4 F _ rtmt73; _ - led adf l -1n - S 5114 $11111 .role 7'f'/ -- t. M t -rn 5 1 -r 1 led 1 todxl -112 I97e 27� � tan 2196 - lr4 x 7 - 114 lrr - 14 1 -11e a.T9-7/8 a t -7�e I led It tadx l-tn 1 2M0 2330 f �m s 1 J X!) x 4- i1o717a -- 14 1 -r!S a 719 3 t-r� led tOdx 1 -UPI 531/ SM 5� 2 a rllotta2 1au1s1e x 14 3.7rt s•3at 3 2 1 led t tad 231 29181 t 2x4 - rQ MM" falusla2 14 3. a t-114 3 2 led 1 l MW 4514 � 2486 4 t 2 x to - f2 fHOZiQ I 4 x 4 - 4 r91US2t0.2 l4 3.7116 9114 3 2 led tOd 3324 6114 66x4 3145 3718 Seo ANSYM t1 "J" 14 3.5✓4 $Sit 3 2 1 led 1 IN 2324 12 1 29N sec 4 x 14.12 " tion! W 4 -I0 IN" " HHUM 14 3.5H 11141 3 2 tad t tdd rla4 �1f .� 2484 h M4la laarasan 14 3 M 9.1j1a 3 a lea 4 x 12- t4 T119/12 – 14 35f3 11 3 3 fQl 3324 0114 an no 3774 • applications 4 x 14 - to Tf0414 .. tad tad sBt 6e50 sta5o 3146 $j!f •p9g412�• 2 x iQ -12 T _ _ a rt ra 3 3 lee (M ldd 13x1 73111' 733(1 3144 for E " HO?710.3 aa19111d.1 S1Jf 9 3 3 B x 10 -12 4=10 rOftJ�10 12 S i12 9 3 3 l led (am! tad Sl4f 8414 6986 x 3336 31110 aPP�Norm e x 1 - 14 Tt�e12 12 S•ird it 3 3 red ( Pagm 127 -12M tae 71(34 6114 3336 B x t4- 16 tT�4i4 -- 77 $frd t2r -7i4 3 3 led 105 IiUOefloodti+ aartteenfa tlM 609 Gr+ xwtadarse�Jeioade ,waxnurino� � r'e6 lt4s 3v7a 21 iad x 1 -11 aWk als 4 9wiP OL141r *nbl by t- truss, P•m It d 3) nA b 1.$Wfor led „,f, odws ilaw"naOR t'111 p"0ft19b or Wd4W P06d Wwmffm ue dfekaW in ra,l, k,t! heads( at 4M to Ad trwr UMM WWJS Specialty OPttans 'hart- refer to *SI 01)"m pages 214 to 217 for atddlional detei t opt SkmedU SM& j Iif �oPed Sxugred k,rerfad Flealp R-0 t'b4W 11046' S"Slaped3atanaS6mad e1e1 61t1Mw,dl,e <3 VlfbfMlr_3t4Rhatt arts iNated Aitowabl! 8591olIaWeload 10fl9a1mbbA Loads assorlawow Mattahbtout rs'1lortah8kmde>hef TYpical MD • • na4lgidodllafpPna bend fine • • • • ""� nail installation Ada SK �8 Add V, �aalfet • • ... • Ail if. va4� Orderinq �iWfM Orton aldup nq ardwa(14 • SbPed3eaiandS9tewed ' k, a>z+>� 10 laadad tnne6ec Etc THMI&SK4 (� and!ell ([g, SOf1te (node! designs t's. n�4lQ -sK � 4sa 6c COMM '"'� f m v ary . EIC t01 � �► 0�1 . 1) Skewed ha n= wa skain weaEx Owls l$' mag r�l+e a0 tottna61p p1 ou ,• : : : • . , • ttM shown 2) SlnPed ar r•looad/ skaered 1langerew,ttr dapee gmater 01f1e t6• may faire addi8amf i AIL • • • .:' • • • . I R8 5(oped 5ket�d, lagdtie bwal ad on b el appkatim • • • • • • • • • • < • • e r • 1 - :11 � Follow these Instructions to ensure the I ) The allowable loads shown in itde catalog are based on Allowable Proper installation of USP products. strrnse design mathedob* 1) This catalnq reflects the trod recant changes to the USP product 3) AFAPA/ASCE i6-95 was recently published Uubing Lund tine. However'. Product revisions and new pmduct additrons occur on lieddW Fictiuf Design (LHFD) by the American Fbreat and an nngolnq bawls, USP (cisawes the fight to exSCUM changes to the Pripet Assordaft. ARPA has also published a brochure for produc k line at any time without notcm or Nabft calculating snit rOnversions called t3uldei to I learn t X . Meal (`aur�+•+�. ti.. ��• :') The type and quantity of laetaners used to instep USP protfucte Is USP Consul for reference lateral r grit' al to connector parfortnanae. Th achieve the allowable loads this catalog. esistances of the products shown in 'flown in this caUft instal with the fasteners speckled for that Particular product AN sPaMed fastereer a must be proPNry f installed t) rhe pubfishad ade w" 108 ft for USP hangers are the mug of Prior to applying load of any kind to the cmmft JUW or ciP* fdQd tests with an ave rage of /s 1 • slgxwted member reta W to tie . delecton W there 3) USP selects 31061 fur its various product* to jocordance with auPAardn9 marN7er: rPPOcadon needs and steel preperdee, ux*ldq tens & strength, 5 Faste vati and wood bea ft are baud on the 1997 er 2t1o1 cllidith►. cWTOSktn resbUInce, gauge, and � e sPo Sa ft � for Wood (NDSOI MweW code a valuati ns or USP for steal infemm t on whom rioted. on Specific 5) Comtaclol' MMW MaY exceed tie tt ►e stmm�gfh or artier ThrotrghoW this catalog, dimensions are expressed inches ash d tut wood members &iv�d Ter the coruiecftL A qualified kxuds in pounds untese upednewly rented otherwise, d conneCIUM verify wood member dies when spec4 & t') Surnr USP products Shaw both bog and nail lartanln9 schedules. 7 ) Vei(y Met the size of the rag tnethbatr can � in dtamf caasss specitb toads loaf each has beer klapgrg"L Bog and die eonr ohrs f nad vahre. cannot be combined unless noted otiervrlser ii) toad valuer far tad. 10d, tied and god dealgrivAking in the 8 ) Some 4 18118ftre In dikt cabft may not rer's t addlMmud fastener schedule* tttoughW Ibis medlar" rye y�� may be mus requk to reduce e nails unless noted ottenMiser, refer cantmnn win grab tendon Cr wood member btu under P reftesk nOl I N responsible ford fig. The d 7) Some connector mndeb are listed moor than tine to kic�te raked t med>sn instataibn and/or fasterdngopitmr. 9 }USPraoorinrnesndetlietrarxjerhe beel%d etl> _ B} t -sPec�i�td in _ _... and rinustconiorm to r Rate! to the Framer equirenner b torASTM A3Q7 C3ragderA, arASME 9AE t1r�r 2, or bailee tsaless noted nliterwisrr. 1) Use proper SaMY e'q nenst dutktg 9) USP txnneckne listed In this t «attaGog are manufat for Aka qv wear gas when c:oretactors knnlrer. For tit krv+olvlrtg s , or 2 ) AN Ion wd tog ahwuk! be done in accordance with AWS �� srPP� cariotUene or Codas. Ca ftw Wdkft 9*-*.d sleet mad' pmatm ham" by caUsedl� a or ` lWP meOh►W1RP+Mir 8hPd mi W rhlfeot caomedar irnaoallatot, Evaktate poterdlenl hg or to s�� used to irraUal U3P Ptodrrcts in to trrueum proper connector aru! Wade 1 0 spas in a* catalogs, MORE wet the fiasteners 10) The toad values listed in this cam are based tot kratailawn to WoducL Some wed far tail W alternate whom wood with a mofe*ue cmtent of laser tltarr i c y I netallsib , Rdw to the CpftW ' Nab tart Face 141orcrrt shat be fake nail rvice conditions Load r , and used in in acraordaraq with th acid StmW cheat or � ry re wool moisture conta t greats' Iran 19% at t a� wiener udM alternate of this tiros of instatadw or where used in wet service corsil>WM 4) Aff Vwftd WKWIS must be 11 Unless otherwise rot USP toed of any kind to the con to apWM the field to faaftb lr � be bent en tot in ne my weaken sWW 5) 09 boll hohm and carne connactor failure at lower Harr Published aBowabtefg $ °l r/W and a m d r /ie" tarter Joadm. than tar of rte bolt to be instated (per the 2M f=O 12) Fastener Ins wagon may cause WOW t0 and reduce a Section 11.12). . iadwWs alblty to carry a bad, it wood sptthg OOMM consider 6) Washes d a be � under the head holes not Pre- dor crud of a baR National Deat riltng eota ag 75% of the rW darnater (per the— when r to aatsact wth t he connector tetteens rioted cyn SPer�atlon). 7) g is pgrmbsitije UD use net WAM 13) To rioted han9enr Insafled In floor me spooked noel are � to u>S chad mtorh - " as s>raterrur �Y Prochuae ttuou� Prhad oat hole* and all wmannesm This may vary by the ftknees ot ft hanger top ReiQe be mitigated by spa�fed nal holes am flgad. USP recommends the use of M, guns heel *rut the y n dapping th heads h e beam m totting the srsaaflo a problem b a the the effects can feat m"Cl 1 mee�isma. Cautkan: Aktsay* fallow mall gran or at hanger martWecLrire sr sede!}r� locations. The use Of face mount hangers will eliminate this problem, • • • •� shouid bear fully an the connector seat Notes to the Specifier the header with a gap no greater than • Ad header j e`rtd and hseder farms 1) Allowable toads for mood! ltan time directon for a single Qonnec": • •9j • • • • tr>>'R>Lar94nust • • be cannot be added together. A design load which can be d vkW into one f o'er etimr ro act a* components In tie directone given must be evak ated as rounw : 10) T40 menu Daedgrr dwwlatowable shawl• de�atg n tenslm/WlomWo ttrnattr • rte • • hangm teba Itteal�d with the face of the hanger . . tght� the 4& of 04 heard ........ . . . , t; 1 .1 r ill i 1 { • e • a GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de niri modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arriostres Follow the recommendations for handling, tem orates. Use las recomendaciones de maneo ' 9, (bracing) P ] installing and temporary bracing of trusses. instalacion y arriostre temporal de los trusses. Vea el folke-W Refer to BCSI 1 -03 Guide to Good Practice for BCSI 1 -03 Guia de Buena Practica para el Manei . Ir laclon Handling. Installing & Bracing of Metal Plate v Arriostre de los Trusses de Madera Conoectados con Connected Wood Trusses for more detailed Placas de Metalpara para mayor informacion. information. Truss Design Drawings may specify locations of Los dibujos de diseho de los trusses pueden especificar permanent bracing on individual compression las localizaciones de los arriostres permanentes en los members. Refer to the BCSI -B3 Summary miembros individuales en compresion. Vea la hoja resumen Sheet -Web Member Permanent Bracing/Web BCSI -B3 para los arriostres permanentes y refuerzos de IDS Reinforcement for more information. All other miembros secundarios (webs) pars mayor information. El permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of the Building Designer. Disehador del Edificio. The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, instalacion y arriostre inadecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen hordes afilados. Use guantes y lentes protectores cuando torte los empaques. t HANDLING - MANE]O Allow no more No permita mas ® Use special care in u than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo per cada 10 near power lines and airports, of span. pies de tramp. P P P ONE WEEK OR LESS MORE THAN ONE WEEK [ "`4Y� Y v ii• ,fi4 f v t t t-7( Bundles stored on the ground for one IJ week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en Ja tierra per Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. ® For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen- ammento per mayor tlempo, cubra los paquetes Para prevenir aumento de humedad Pero permita ventilation. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. ® Do not store No alma unbraced bundles verticalmente los upright. trusses sueltos. HAND ERECTION — LEVANTAMIENTOAMANO B Spreader bar for LLJ ess ppot - truss bundles ARRIOSTRE EN TREE PLANOS DE TECHO at peak. � -, Q O O f�f Check banding Revise los empaques , I� prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending — Evite la Flexion lateral. ® Do not store No alma unbraced bundles verticalmente los upright. trusses sueltos. HAND ERECTION — LEVANTAMIENTOAMANO B BRACING FOR THREE PLANES OF ROOF LLJ ess ppot - Q less s ARRIOSTRE EN TREE PLANOS DE TECHO at peak. � -, Q su - , . E Levante L Levanke de T iI S_ This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. I ico I t � s to cuartas r I -P' r l 4x2. d trusses de 20 d �� de tramo Jos pies o menus. t T t 20' p trusses de 30 1 1 1 1) TOP CHORD — CUERDA SUPERIOR up o 0- - Trusses hasta 20 pies russes hasta 30 pies HOISTING — LEVANTAMIENTO lam( Hold each truss in position with the erection equipment until temporary bracing is installed and I lJ truss is fastened to the bearing points. Sostenga cads truss en position con la grua hasta que el arriostre temporal estk instalado y el truss Ersegurado en los soportes. I Do not lift trusses over 30' by the peak. No levante del pica los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DELEVANTAMIENTO POR LONGITUD DEL TRUSS 60 or less Toe Spreader bar 1/2 to Tagline 2/3 truss length rr.. , u' 's 60' TRUSSES HASTA 60 PIES Tagline F Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES ' E Toe -in Locate Spreader bar Attach 1 above orstiffback max. m mid - height , Spreader bar 2/3 to �— 314 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE Q r Refer to BCSI -82 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI B2 Instalaaon de Trusses / 4 y Arriostre Temp pars mayor informacion. Do not walk on unbraced trusses. v • No camine en trusses sueltos. • • Locate ground braces for first truss directly • in line with all rows of top chord temporary *01 lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con 064 44s 1 i i • • cada una de las filar de arriostres laterales oil nd • .Ir r ±t t t • • • • temporales de la cuerda superior. i • • Brace first truss well r • • • E before erection of • •• ! additional trusses. ••t • • • Top Chord Temporary Lateral Bracing (TCTLB) nin. Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. Con Lite a un ingeniero para trusses de mas de 60 pies. f /( See BCSI -B2 for TCTLB options. Vea el BCSI -B2 para el BCSI -62 para las options de TCTLB. \ ;,� Q Refer to BCSI -B6 Summary Sheet Gable End Frame t ° Braci F'7f Repeat diagonal braces. Vea el resumen LI BCSI -B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas n{ Set first five trusses with spacer pieces, then add diagonals. Repeat (�) process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedirriento en grupos de cuatro trusses hasty que todos Jos trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4xl2' length lapped over two trusses. \ Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. Some chord and web members not shown for clarity. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 0 Refer to eC5 -B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 1 p' oC 15 every 15 truss for Parallel Chord spaces (30' max.) Tyres for more information. Vea el resumen is BCSI -87 - Arriostre �. temporal v permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informacion. on vertical webs in line 2x4xl2' length lapped with the support. over two trusses. INSTALLING - INSTALACION f�( Tolerances for Out -of- Plane. -- Tolerancias para Fuera -de Plano 1 � Max. Bow Max. Bow Max. Truss Length / Bow Length -- — .. ---- 3/4" 12.5' Max. Bow -- E Length —> ' E Len th 7/8" 14.6' Imo( Tolerances for D /50 D (ft.) V. 16.7' kJ Out-of- Plumb. 1/4„ 1 1 -1/8" 18.8' Tolerancias para ° 1 -1/4" 20.8' Fuera- de-Plomada. cr 1 -3/8" 22.9' 3/4" 3' o Plumb bob 1„ 4' 1 -1/2" 25.0' 1 -1/4" 5' 1 -3/4" 29.2' D /5o max 1-1/2" 6' 2" 7' 2" ? 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Plywood or OSB 16" Do not exceed maximum stack heights. Refer to 1 BC5I-B4 Asphalt Shingles 2 bundles SummmmSheet - Construction Loadina for more information. concrete Block 8" No exceda las maximas alturas recomendadas. Vea el resume Clay Tile 3 - 4 tiles high BCSI -B4 Carga de Construction para mayor informacion. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS ® Do not cut, alter, or drill any structural member of a truss unless Web 10' -15' max. same spacing as bottom chord lateral bracing f .... specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseho del truss. .:, Trusses that have been overloaded during construction or altered without the truss Manufactwer's 0. prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses grle so hV sgpre�rg:do gdlAte la construction o han side alterados sin una autorizacion • • prev1dPI M.W ote de Touss•s, ;W.aeden reducir o eliminar la garantia del Fabricante de Trusses. 00 a • TE: uss�lanfflactu�r a� Trails D ® mu igner d rely on the fact that the Contractor and crane operator (if applicable) are ca- ° pable to u d rake to *ork thdp have Areedito d•o!a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction ' techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood Diagonal braces I trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of es nsibilibes involved be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation Contractor. It is not every 10 truss • "d a to an des specification provided by either an Architect, En • ` i end [hat these mrdM6alAns be inter •srplior y g p ( En gineer, spaces (20' max.) • • t o B ding Desi e, the ErecticM /Installation�ontracto•or otherwise) for handling, installing and bracing wood trusses and it does • t prlud the s�of other equivalent metho* for brac•g and providing stability for the walls and columns as may be determined by t o tress Ergcti. Ins latiA Contract•r. ThusBthe Wood•Truss Council of America and the Truss Plate Institute expressly disclaim any • • resWns bility for mAes aRsingfrom the use•asplicatio•, Br reliance on the recommendations and information contained herein Some chord and web members not shown for clarity. • • • DIAGONAL BRACING IS VERY IMPORTANT I a WOOD O � y rr �OFAMERICA TRUSS PLATE INSTITUTE ' ' • 6300 � U S L et rriVlse ane - to isol� WI 5371 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! • 608Q74•*% •wwv�woodjuss.com 703 /683- 1010•www.tpinst.org • • • • • • • _ • _ • BIWARN11x17 20050501 (�( Pick up vertical Levante de la cuerda • bundles at the superior los grupos top chord. verticales de trusses. *Consult a Professional Engineer for trusses longer than 60'. Con Lite a un ingeniero para trusses de mas de 60 pies. f /( See BCSI -B2 for TCTLB options. Vea el BCSI -B2 para el BCSI -62 para las options de TCTLB. \ ;,� Q Refer to BCSI -B6 Summary Sheet Gable End Frame t ° Braci F'7f Repeat diagonal braces. Vea el resumen LI BCSI -B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas n{ Set first five trusses with spacer pieces, then add diagonals. Repeat (�) process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedirriento en grupos de cuatro trusses hasty que todos Jos trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4xl2' length lapped over two trusses. \ Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. Some chord and web members not shown for clarity. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 0 Refer to eC5 -B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 1 p' oC 15 every 15 truss for Parallel Chord spaces (30' max.) Tyres for more information. Vea el resumen is BCSI -87 - Arriostre �. temporal v permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informacion. on vertical webs in line 2x4xl2' length lapped with the support. over two trusses. INSTALLING - INSTALACION f�( Tolerances for Out -of- Plane. -- Tolerancias para Fuera -de Plano 1 � Max. Bow Max. Bow Max. Truss Length / Bow Length -- — .. ---- 3/4" 12.5' Max. Bow -- E Length —> ' E Len th 7/8" 14.6' Imo( Tolerances for D /50 D (ft.) V. 16.7' kJ Out-of- Plumb. 1/4„ 1 1 -1/8" 18.8' Tolerancias para ° 1 -1/4" 20.8' Fuera- de-Plomada. cr 1 -3/8" 22.9' 3/4" 3' o Plumb bob 1„ 4' 1 -1/2" 25.0' 1 -1/4" 5' 1 -3/4" 29.2' D /5o max 1-1/2" 6' 2" 7' 2" ? 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Plywood or OSB 16" Do not exceed maximum stack heights. Refer to 1 BC5I-B4 Asphalt Shingles 2 bundles SummmmSheet - Construction Loadina for more information. concrete Block 8" No exceda las maximas alturas recomendadas. Vea el resume Clay Tile 3 - 4 tiles high BCSI -B4 Carga de Construction para mayor informacion. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS ® Do not cut, alter, or drill any structural member of a truss unless Web 10' -15' max. same spacing as bottom chord lateral bracing f .... specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseho del truss. .:, Trusses that have been overloaded during construction or altered without the truss Manufactwer's 0. prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses grle so hV sgpre�rg:do gdlAte la construction o han side alterados sin una autorizacion • • prev1dPI M.W ote de Touss•s, ;W.aeden reducir o eliminar la garantia del Fabricante de Trusses. 00 a • TE: uss�lanfflactu�r a� Trails D ® mu igner d rely on the fact that the Contractor and crane operator (if applicable) are ca- ° pable to u d rake to *ork thdp have Areedito d•o!a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction ' techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood Diagonal braces I trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of es nsibilibes involved be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation Contractor. It is not every 10 truss • "d a to an des specification provided by either an Architect, En • ` i end [hat these mrdM6alAns be inter •srplior y g p ( En gineer, spaces (20' max.) • • t o B ding Desi e, the ErecticM /Installation�ontracto•or otherwise) for handling, installing and bracing wood trusses and it does • t prlud the s�of other equivalent metho* for brac•g and providing stability for the walls and columns as may be determined by t o tress Ergcti. Ins latiA Contract•r. ThusBthe Wood•Truss Council of America and the Truss Plate Institute expressly disclaim any • • resWns bility for mAes aRsingfrom the use•asplicatio•, Br reliance on the recommendations and information contained herein Some chord and web members not shown for clarity. • • • DIAGONAL BRACING IS VERY IMPORTANT I a WOOD O � y rr �OFAMERICA TRUSS PLATE INSTITUTE ' ' • 6300 � U S L et rriVlse ane - to isol� WI 5371 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! • 608Q74•*% •wwv�woodjuss.com 703 /683- 1010•www.tpinst.org • • • • • • • _ • _ • BIWARN11x17 20050501 (�( Pick up vertical Levante de la cuerda • bundles at the superior los grupos top chord. verticales de trusses. INSTALLING - INSTALACION f�( Tolerances for Out -of- Plane. -- Tolerancias para Fuera -de Plano 1 � Max. Bow Max. Bow Max. Truss Length / Bow Length -- — .. ---- 3/4" 12.5' Max. Bow -- E Length —> ' E Len th 7/8" 14.6' Imo( Tolerances for D /50 D (ft.) V. 16.7' kJ Out-of- Plumb. 1/4„ 1 1 -1/8" 18.8' Tolerancias para ° 1 -1/4" 20.8' Fuera- de-Plomada. cr 1 -3/8" 22.9' 3/4" 3' o Plumb bob 1„ 4' 1 -1/2" 25.0' 1 -1/4" 5' 1 -3/4" 29.2' D /5o max 1-1/2" 6' 2" 7' 2" ? 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Plywood or OSB 16" Do not exceed maximum stack heights. Refer to 1 BC5I-B4 Asphalt Shingles 2 bundles SummmmSheet - Construction Loadina for more information. concrete Block 8" No exceda las maximas alturas recomendadas. Vea el resume Clay Tile 3 - 4 tiles high BCSI -B4 Carga de Construction para mayor informacion. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS ® Do not cut, alter, or drill any structural member of a truss unless Web 10' -15' max. same spacing as bottom chord lateral bracing f .... specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseho del truss. .:, Trusses that have been overloaded during construction or altered without the truss Manufactwer's 0. prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses grle so hV sgpre�rg:do gdlAte la construction o han side alterados sin una autorizacion • • prev1dPI M.W ote de Touss•s, ;W.aeden reducir o eliminar la garantia del Fabricante de Trusses. 00 a • TE: uss�lanfflactu�r a� Trails D ® mu igner d rely on the fact that the Contractor and crane operator (if applicable) are ca- ° pable to u d rake to *ork thdp have Areedito d•o!a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction ' techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood Diagonal braces I trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of es nsibilibes involved be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation Contractor. It is not every 10 truss • "d a to an des specification provided by either an Architect, En • ` i end [hat these mrdM6alAns be inter •srplior y g p ( En gineer, spaces (20' max.) • • t o B ding Desi e, the ErecticM /Installation�ontracto•or otherwise) for handling, installing and bracing wood trusses and it does • t prlud the s�of other equivalent metho* for brac•g and providing stability for the walls and columns as may be determined by t o tress Ergcti. Ins latiA Contract•r. ThusBthe Wood•Truss Council of America and the Truss Plate Institute expressly disclaim any • • resWns bility for mAes aRsingfrom the use•asplicatio•, Br reliance on the recommendations and information contained herein Some chord and web members not shown for clarity. • • • DIAGONAL BRACING IS VERY IMPORTANT I a WOOD O � y rr �OFAMERICA TRUSS PLATE INSTITUTE ' ' • 6300 � U S L et rriVlse ane - to isol� WI 5371 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! • 608Q74•*% •wwv�woodjuss.com 703 /683- 1010•www.tpinst.org • • • • • • • _ • _ • BIWARN11x17 20050501 (�( Pick up vertical Levante de la cuerda • bundles at the superior los grupos top chord. verticales de trusses. I a WOOD O � y rr �OFAMERICA TRUSS PLATE INSTITUTE ' ' • 6300 � U S L et rriVlse ane - to isol� WI 5371 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! • 608Q74•*% •wwv�woodjuss.com 703 /683- 1010•www.tpinst.org • • • • • • • _ • _ • BIWARN11x17 20050501 (�( Pick up vertical Levante de la cuerda • bundles at the superior los grupos top chord. verticales de trusses. DELRAY BEACH DIVISION 9500 W. Atlantic Avenue Delray Beach, FL 33446 _IED SEAL 561 -499 -1090 WWiN.SCtrUSS.COm Fax 561- 368 -8037 E MASTER 0 FIELD .. • •• •••• • • • • •••• •••••• FILE #: D7679F139036 �••�•� •' •••••• • •• ••••• •••• • •• ••••• CUSTOMER: MEHTA,SAILESH ...... . ...... MODEL: LOT l PROJECT: MEHTA ADDITION ADDRESS: MIAMI -DADE COUNTY "Established in 1989" Job Truss Truss Type Qty Ply D7679F F1 FLOOR s i • �3 i i 'A i • •' i • ' ' ' ' • J b Re rencs3 (optional • • 6.300 s Apr 4 4 2006 Inddt!stries, Inc. Tue Nov 1410:59:13 2006 Page 1 0 -3-8 • • • • • • • I 1 -3-0 I 1 1 5 ' 8 -I F• • id►0 .� I- • • • • ` • • 0 3*8 H • • • Scale =1:4& • •• • • • • ••• • 3x3 MT20= 4x4 MT2D= 4x4 MT20= 6x7 MT20 11 6x7 MT2011 0x8 MT20= 4x6 MT20= 4x4 MT20= 44 MT20= 1.6x4 MT20 11 1.6x4 MT20 11 3x6 MT20 FP= 06 MT20= 6x8 MT2o= 3x,9 MT20= 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 4 W I[ 26 27 26 26 24 23 22 21 20 19 16 17 16 1.6x4 MT20 11 6x6 MT20= 3x12 MT2DH FP= 4x4 MT2D= 4x4 MT2D= 4x4 MT2D= 4x6 MT20= 6x6 MT20= 1.6x4 MT20 if WO MT20= 2x3 MT20 SP= Wc7 MT20= 475 MT20= 4x4 MT20= 14-0 -0 0 T3r8 12-0-0 13-0 -9 1 26," 1 0 -3-8 11-8-8 1 -U l -0-0 11-8 -8 0-3-8 Plate Offsets (X,Y): [1:0- 3-0,Edge], [3:0- 2- 12,Edge], [4:0- 2- 4,Edge], [12 :0- 2- 4,Edge], [13:0- 2- 12,Edge], [15:0- 3- 0,Edge], [16:0- 1- 8,Edge], [17:0 -3-0 ,Edge], [18:0- 2- 12,Edge], [ 19:0- 2- 4,Edge], [21:0- 1- 8,Edge], [22:0- 1- 8,Edge], [25:0- 2- 4,Edge], [26:0- 2- 12,Edge], [27:0- 3-0,Edge], 28:0 -1-8 Ed e LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.62 21 -22 >489 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -1.20 21 -22 >252 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) -0.19 15 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight 136 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc T2 4 X 2 SYP No.1 purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb /size) 1= 164410 -3-0, 15= 1644/0 -3-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 28 =0/5, 15-16 /5, 1 -2=- 147610, 2 -3= 1471/0, 3-4=- 3840/0, 4-5= 5629/0, 5- 6=- 6822/0, 6-7=-7513/0,7-8=-751310,8-9=7513/0,9-10=-6822/0, 10 -11=- 682210,11 -12= 5629/0, 12-13=-3840/0,13-14 BOT CHORD 27- 28 =0/0, 26- 27= 0/2787, 25- 26= 0/4870, 24- 25= 0/6367, 23-24= 0/6367, 22- 23= 0/7253, 21 -22 =0 /7513, 20 -21 =0 /7253, 19- 20= 0/6367, 18- 19= 0/4870,17 -18= 0/2787, 16- 17 =0/0 WEBS 7 -22= 392/9, 8-21= 392/9,1 -27= /2080, 3-27= 1957/0, 3-26= 0/1565, 4-26= 1532/0, 4-25= 0/1129, 5-25= -1097/0, 5-23= 0/677, 6-23 =- 676/0, 6-22= 1831824, 15-17= 0/2080, 13- 17=-1957/0, 13- 18= 0/1565, 12- 18= 1532/0, 12- 19= 011129, 11- 19=-1097/0, 11- 20= 01677, 9- 20=- 67610, 9 -21= 1831824 NOTES `,a`,��•,. W, ... . 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. �0 .�►=r 3) The following joint(s) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 10 and 24. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S)Standard ..,,.,°�•.Ad:,1 Job Truss Truss Type Qty Ply D7679F F2 FLOOR • •• •• • • • •• •• • A Reference (optional 8 .360 s Abr It 2000 Ril reek Indul tries, Inc. Tue Nov 1410:59:14 2006 Page 1 0-3-8 • • • • • • • Hi 1 -3-0i 1 ; I 2!0-0 = •* 1 " i i 1�� a•e =r.4t. �. • • •• ••• ••• ••• 00 00: s o: S o o 00 • •• • • • • f•• • 34 MT20= 4*4 MT20= 8x7 MT20 11 64 MT20= 4>d MT20= 3x4 MT20= 3x4 MT20= 1.8x4 MT20 11 1.6x4 MT20 11 3x8 MT20 FP= 54 MT20= 64 MT20= 1 2 3 4 6 8 7 8 8 10 11 12 13 F] W 26 24 23 22 21 20 19 18 17 18 16 14 1.8x4 MT20 11 6x6 MT20= 3x12 MT20H FP= 4x4 MT20= 4x4 MT20= 4x4 MT20= 6x6 M== 6x8 MT20= 6x8 MT20= 6x7 MT20= 2x6 MM 3P= 3x4 MT20= 40 MT20= 24.2.8 14-0-0 0 *1 _ _ 12-0-0 13-0 -9 2548 -8 — 0 -3-8 11-8-8 1 -0-0 1-0-0 11-8-8 Plate Offsets (X,Y): [1:0- 3-0,Edge], [6:0- 1- 12,Edge], [9:0- 1- 8,Edge], [13:0- 3- 1,Edge], [1 4:Edge,0-1 -8], [15:0- 2- 8,Edge], [16:0- 2- 4,Edge], [18:0- 1- 8,Edge], 19:0 -1 -8 Ed e , 2:0 -1 -8 Ede 23:0- 2 -0,Ed e , 4:0 -2 -8 Ede 25:0 -1-8 Ed e LOADING (psf) SPACING 2 -U CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.53 19-20 >540 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -1.03 19-20 >278 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WTI 0.94 Horz(TL) -0.02 14 nla n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight 126 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 *Except" _ TOP CHORD Structural wood sheathing directly applied- or 2 -2-0 oc T2 4 X 2 SYP No.1 purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, WEBS 4 X 2 SYP No.3 Except 2 -2-0 oc bracing: 19-20. REACTIONS (lb /size) 1= 1550/0 -3-0, 14= 1528/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=0/5,1-2=-1 385/0,2 -3= 1380/0, 3-4--3582/0,4-5=-5198/0, 5-6=- 6236/0, 6-7=- 6655/0, 7-8=-6655/0,8-9=-6655/0,9-10=-5581/0, 10-11=-558110,11-12=-4189/0,12-13 BOT CHORD 24- 25 =0/0, 23-24 21 -22= 015855, 20- 21= 0/5855,19 -20= 0/6569, 18-19=0/6656,17-18=0/6143,16-17=015013,15-16=0/3337,14-15=0/210 WEBS 7-19=-309/66,8-18=-429/0,1-24- 3-24 5-22= 977/0, 5-20ro/ 567, 6-20= 552 /0, 6-19= 323/625,13 -15= 0/2345, 12- 15= 180710,12 -16= 0/1268 11-16=-1226/0,11-17=0/844,9-17=-837/0,9-18=0/1013,13-14 NOTES ` ( ! O (� 1) Unbalanced floor live loads have been considered for this design. �J 2) All plates are M1120 plates unless otherwise indicated. 3) The following joint(s) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 10 and 21. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S)Standard n � 1ntM1t °a' 4 Job Truss Truss Type Qty Ply D7679F FG2 FLAT : :' oi : : : •': • • • • • J b Re rence o tional • • 6.300 s Apr 44 2006 Wek Industries, Inc. Tue Nov 1414:56:44 2006 Page 1 k 1 -11 -10 3-9-8 � —• X7-6 • �� 7 -7-0 , r 1 -11 -10 1 -9-14 •: : : • :1',8 -�4' • :' :' 1 -11 -10 • • • • •• • • • X 01:18.1 1 • • •• ••• •f• ••• F 1x4 MT2011 4x8 MT20= 1x4 MT20II W MT20= 1 64 MT20= 2 3 • • • • • • • • • • IW • y • •• • • • • ••• f a k W1 W3 4 W1 W 8x10 MT20= 4x0 MT2011 8x10 MT20= 10 B 8 11 7 8x8 MT2011 W=011 1 -11 -10 3-9-8 5-7-6 7 -7 -0 , 1 -11 -10 1 -9-14 1 -9-14 1 -11 -10 Plate Offsets X 1:0 -3-8 0-2-8 3:0- 4- 0,0 -1-8 , 5:0- 3- 8,0 -2-8 , 6:0 -6-12 0-1-8 :0- 1- 120-3-0 , 9:0- 412 0-3-0 10:0 -6- 12,0 -1-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.06 8 >999 240 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.11 8 >789 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc BOT CHORD 2 X 8 SYP SS purlins, except end verticals. WEBS 2 X 4 SYP No.3 '"Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. W1 2 X 6 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W1 2 X 6 SYP No.2 REACTIONS (lb /size) 6= 5893/0 -3- 8,10= 5191/0 -3-8 l FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6577/0,2-3=-6577/0,34 BOT CHORD 9-10=-0/0,8-9=0/10660,8-11 WEBS 2-9=-194/0,3-8- 5-7=0/8150,3-7=-4256/0, 1 -10=- 412910 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others.. 2) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. •..tr.. Bottom chords connected as follows: 2 X 8 - 3 rows at 0-2 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc, 2 X 6 - 2 rows at 0 -9-0 oc. s Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The`° design/selection of such connection device(s) is the responsibility of others. 3) 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. " ` s 4) Provide adequate drainage to prevent water pondi"` 5) Girder carries tie-in span(s): 24-0-0 from 0 -0-2 to 7 -7 -0; 1640 -0 from 5-0-0 to 7 -7-0 P k 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The L desig of such connection device(s) is the responsibility of others. con�t�fRue�an Sa, etapdard 5 Job Truss Truss Type Qty Ply D7679F FG2 FLAT •�: s ; ' ' ' ' Jib Re rents (optional • • 6.340 s Apr +12006 UT@k Industries, Inc. Tue Nov 1414:56:44 2006 Page 2 i f j LOAD CASE(S)Standard • • • • • • • 1) Regular: Lumber Increase Plate Increase =1.00 •• • • • • • • • • • Uniform Loads (plf) Vert: 1 -5=- 120,10- 11=- 706(F), 6- 11=- 1151(F) • At ' • fee •" • " Concentrated Loads (lb) Vert: 8=- 4154(F) • •• • • • • ••• • .Oo vv CE 1v 4' Ae1 �a 4 /" �f t+dp 54 gar y1 f Job Truss Truss Type • • c y Ply. • •• •• • • • •• •• D7679F F3 FLOOR : : 1: : •: ;1 ; ' ; • • • • • • b Re rence (optional p WMM11 6.300 ;i — 11 4 2006 MITek Industries, Inc. Tue Nov 1415:06:17 2006 Page 1 x • • T1 • • • • • • Sce1e =1:7. 04 00 T1 •• • 4 • •• • • •• • • • • as • • • •• • • • W, W1 Wi 81 ,x.9 MT2011 4 3 MTM_ 1 -2 -0 1 -2 -0 0 -3-8 Plate Offsets X Y : 1:Ed a 0-1 -8 2:0-3-0 Ed e , 4:0- 2-0,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 ""*" 360 MT20 2441190 TCDL 20.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight 13 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural woad sheathing directly applied or 1-5-8 oc BOT CHORD 4 X 2 SYP No.2 purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb /size) 4= 64/Mechanical, 2= 6410 -3-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1A- BOT CHORD 3 -4=0/0 WEBS 2 -4=0/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. r 5) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 4 ,. *�' '4 V CE I r S ST TE OF Job Truss Truss Type Ot y Ply ••• • ••• • • • •• • • • •• •• D7679F F4 FLOOR • V . •• 1 • • • h • • • • Jsb Reference (optional s pr 4 200MT& IndLIstries, Inc. Tue Nov 1414:44:12 2006 Page 1 1-3-0 �•• ?•0-0 •• � i• i• •• • • • • • • • • • • • • • • ♦ • • • 800le • • • • • • • • • • •• ••• ••• ••• •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• 44 M720= 4x4 MT20= 3x4 MT20= 1x3 MT2011 14 MT2011 44 MT20= 4x4 MT20= 3x3 MT20= 4x7 MT2011 1 2 3 4 6 6 7 8 9 I\Z Sz 16 16 14 13 12 11 10 4x6 MT20= 4x4 MT20= 3x4 MT20= 44 MT20= 4x4 MT20= 4x6 MT20= 1x3 MT2011 34 MT2011 7-0-0 8-0-0 9-0-0 , 15-0-0 15-3x8 7 -0-0 1 -" 140-0 6-0-0 0 -3-8 Plate Offsets 9:0- 3-0,Ed a 11:0 -2-4 Ed e , 13:0 -1-8 Ede 14.0- 1-8,Ed a 16:0 -2-0 Ed e LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.1414 -15 >999 360 MT20 244/190 TCDL 20.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.2414 -15 >736 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 83 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 4 X 2 SYP No.2 pudins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb /size) 17--963/0-3-8,9=963/0-3-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -17=- 955/0, 9- 10 =-0/6, 1 -2=- 829/0, 2 -3=- 1989/0, 3-4=- 2554/0, 4-5= 25540, 5-6= 2554/0, 6-7= 1946/0, 7-8= 814/0, 8-9= -819/0 BOT CHORD 16- 17= -0 /0, 15 -16 =0/ 1570,14- 15=0/2366,13 -14= 0/2554, 12 -13= 0/2363,11 -12= 0/1529,10- 11=0/0 WEBS 1 -16= 0/1172, 2 -16= 1102/0, 2 -15 =0/ 622, 3-15= 562/0, 3-14= 0/476, 9-11= 0/1151, 7 -11= 106210, 7- 12= 0/ 621, 6-12 =- 619/0, 6- 13/621, 4-14 =- 237/0, 5-13= -409/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type • • • • I Q•ty ply .. • • D7679 FG5 FLAT 1 ' • • . . • • 2 Job Reference (optional) 0 s pr 4 00 i Industries, Inc. Tue Nov 1410:02:59 2006 Page 1 3-1 -7 6-1 -2 430 -14• •, • 12-p -9 • 15-2 -0 3-1 -7 2 -11 -11 �sl� -1�1 • • • • '2 -1 ? 3-1 -7 • • • • • . • • Scale o 1:25. • • •• ••• ••• ••• :% • •• • • • • ••• • •• ••• • • • • • •• 3x4 MT20= 3x4 M720= 1x4 MT2011 34 M== 4x7 MT20= 1 W Mr2o 2 3 4 5 S 81 11 13 10 9 8 7 8x? MT20= 3x4 MT20= 3t8 M720= 3x8 MT20= 6x8 MT2011 3x8 MT2011 3-1 -7 _ 6 -1 -2 r 9-0-14 12 -0-9 1 5-2-0 i 3-1 -7 2 -11 -11 2 -11 -11 2 -11 -11 3-1 -7 Plate Offsets (X,Y): 1:0 -3- 12,0 -2-8 f5:0-1-12,0-1-4], 6:0- 3- 8,0 -2-4 8:0- 2- 4,0 -1-8 ], [9:0-2-0,0-1-8], 11:0- 2- 8,0 -2 -12 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.13 10 >999 240 MT20 2441190 TCDL 20.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.28 9-10 >636 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc BOT CHORD 2 X 6 SYP SS purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1 2 X 6 SYP No.2, W1 2 X 6 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 REACTIONS (lb /size) 12=415410-3-8,7=1575/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -12 =2558/0, 1 -2=- 6979/0, 2 -3 =7687/0, 3-4=- 5858/0, 4-5= 5858/0, 5-6= 3428/0, 6 -7= 1391/0 BOT CHORD 11- 12= 0/1244, 11 -13 /6979, 10-13 =0/6979, 9-10= 0/7687, 8- 9=0/3428, 7- 8-0/429 WEBS 2-11=-423/0,3-10=0/288,4-9=-342/0,5-8=-1231/0, 1-11=0/6154,2-10=0/757,3-9=-1956/0, 5- 9= 0/2598, 6-8= 0/3218 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 -1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. t ( [L Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. t t _ ( JQ 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 �� 0% otherwise indicated. a�l� y \BEN '9�'• 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y Np^ LOAD CASE(S)Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf i Vert: 12- 13=- 810(F= -800), 7- 13 =10, 1 -6 =120 '••J1,1.,,, t. es., waoq +� I Job Truss Truss Type Qty Ply ••• • • • ••• • • D7679F FG5 FLAT : :••�: : : sf :�•�: • • " • • • L b Re rence (optional • • 16.300 s Apr•4 E0060ITak Indestries, Inc. Tue Nov 1410:59:16 2006 Page 1 3-1 -7 6-1 -2 �-0-14� 12 -�0 -9 15-2-0 3-1 -7 2 -11 -11 2.1141 : • : : : • i 2- 13- : • 3-1 -7 • • • • "• • • • Some -1:28. . • • •• ••• ••• ••• • •• • • • • ••• • 3x4 MT20= 30 MT20= 1x4 M12011 3x8 MT20= 4X7 MM= 1 64 MM 2 3 4 8 0 Al 131 11 13 10 9 8 7 8x7 MT20= 3x4 MM= 3x8 MT20= 3x8 M== 8x8 MT20II 3x8 MT2011 3-1 -7 6-1 -2 9-0 -14 12-0-9 15 -2 -0 3-1 -7 2 -11 -11 2 -11 -11 2 -11 -11 3-1 -7 Plate Offsets X 1:0-3- 12,0 -2-8 [5:0-1-12,0-1-8], [6:0-3-8,0-2-41, [8:0-2-4,0-IA, [9:0-2-0,0-1-81, 11:0- 2- 8,0 -2 -12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.13 10 >999 240 MT20 2441190 TCDL 20.0 Lumber Increase 1.00 BC 0.57 Vert(TL) - 0.28 9-10 >636 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc BOT CHORD 2 X 6 SYP SS purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. W1 2 X 6 SYP No.2, W1 2 X 6 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 REACTIONS (lb /size) 12= 4154/0 -3-8, 7= 1575/0 -3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -12= 2558/0, 1- 2= 6979/0, 2- 3= 7687/0, 3-4=- 5858/0, 4-5= 5858/0, "=- 3428/0, 6- 7= 139110 BOT CHORD 11- 12= 011244,11 -13= 0/6979, 10-13= 016979, 9- 10= 0/7687, 8-9= 013428, 7 -8 =0/429 WEBS 2- 11=- 423/0, 3-10= 0/288, 4-9= 34210, 5-8 =1231 /0, 1- 11= 0/6154, 2- 10= 0/757, 3-9=- 1956/0, 5-9=0/2598,6-8=0/3218 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. l (( 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 �`Q`�� W, j�j' •, otherwise indicated. �� ,��iE�{ '9,Q °• 3) Provide adequate drainage to prevent water ponding. >►`•- 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0.* LOAD CASE(S)Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 12- 13= -810(F =800), 7 -13= 10,1 -6 =120 rr r;tf U - 1 G', RECOMMENDA'C[ONS .... . . .... . . ...... . .... . ..... . ... I Od GUN NAILS .. . . . . . . . . . .. ... ... ... WEB • f:.t gVACE duo ° N w, 02 N0,84 STATE OF TYPICAL T- BRACING L-- BRACT= T -BRACE WEB y � L -BRACE SECTION T -BRACE SECTION NOTE: 1) T- BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T -BRACE MUST COVER 90% OF WEB LENGTF{. 2) L -BRACE CONFIGURATION MAY BE USED IN LIEU OF T -BRACE 3) MATERIAL SHALL BE SPF OR SYP GRADED LUMBER. T-- BRACING SIZE TABLE ONE -PLY TRUSS TWO -PLY TRUSS WEB SIZE I ROW 2 ROWS 1 ROW 2 t?OWS 2x3 1x4 2x4 2x4 2x4 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 Q �c1� co SPACE COAST TRUSS INC Stephen Wa warter 900 Cog ROAD TEL; (321) - 633 -7311 FLORIDA REGISTERED ENGINEER COC FLORIDA 32928 FAX (321)- 833 -7544 LIC ENSE # PE 54395 NORTH FLORIDA PLANT SOUTH FLORIDA PLANT J',t� 1 �yG' 3222 N.L 24TH STIREE'1' 9500 T. ATLANITC AVE. 4CALA, FLORIDA 34470 DELRAY BmACM FnL 33446 z v.c, 1v.1.11.Lr IM l'.Alli TOE —NMW TO BE DRIM AT AN ANGLE OF APPR0MMY THE NUMM Off" TOE -NAMS TO BE tt= IN A SPV'CIFIC . THIRTY DEGREES WITH THE PIECE AND STARTED APPROXIMATELY FOR THE CHORD ONE —THIRD THE . (jr THE NAIL FROM THE END O F THE 1 .11 LU1uI8ER 3PBCt S AND NAIL TYPE. PROPER CONSTRUCTION AiEI�iHER. PRAL' AS WELL Ad GOOD JUDGEMENT SHOULD DETERMINR THE NUMBER OF NAILS TO BE USED. PER AM/,g&PA NI)3- 1997 . SECTION! 19.4.1 — EDGE T �, tS1sL[�T� A TI}L TAII,ED CONNECTION FdR — Y+ -JACK END DISTANCE, SPACING:. '*EDGE DISTANCES END DISTANCES AND SPACINGS FOR I S AND SPIKE'S $HALL Ek SUFFICIENT TO G INT A SINME 09 DOUBLE PLY SUPPORTING GIRDER. PREVENT SPLITTING OF THE WOOD." MAXMUM LATERAL 11rSiSTME Or 18d DA82 CbWON TOIL— NAILS Mm or SQVTHM PINE DOVM AS PM —LARCH AEM —M SPRUCE PINL FIR TOE —NAILS 1 PLY S FIMS 1 PLY 2 PLC 1 M 2 PLIES 1 PLY 2 PLIES 2 197# 258 181f 234# 203# 154f 199 9 2980 ' 3830 rftf -'3510 23 304 230 298# 4 394# 511' 381f 488 912 408# 30Z 397 5 4.93f 83 4520. Sao# p" S07 384 499y� ALL VALUES MAY BE MULTIPLIED BY APPROPRIATE DURATION OF LOAD FACTOR.' -------------- ...�.�.... OPTIONAL - -- -- - - - - -- .. ( PL OPTIONAL • `• • = • • • •w•••• GIRDER GFRDMZ . .... . • • • • • • • • • •••• • •• ••••• JACK ALM, NATM COMMON ( �O . JA W. *•+ • ��, ��° >►' T2DS DltA19]NC4 MUCIS I)RAIgMG 784040 VIMM'DW0 T?!il'- %. "i`t- Q P3F REF TOE— TLINB APB 4 P10.55 PSF DATE Il%15(U5 T� tcs TT�____ -- r n *+!. iwti eNOon *+ n A ww f !� i>< I 1�E L} L PSF DR + � �!aM•: s I'PG CNTONAIb099$ . � + r �s, s LL prova ,� —, wre. r T . aAI vii PSF LNQ Sip/ FM � rt + vw r Argoaa� +nos ► Tw. r '�'t1fi. M F'9F .tCtsbls+l+�' L T r A �I111 I . W orcr PQi •/ N4 • . d tsr: tfdf cep °c _�i tt c T r �,r T � , „ m ► `"� DtM KC. 1.00 u+n turf THis.. .... _� ..._.?- .- - -. - -• - ats t rmTn TO MINIMIZE VIEI ATICN COMMON TO ALL SHALLOW FRAM1140 SYSTEMS 2x6 "STRONGBACK" LATERAL SUPNOXrS::jF4L4 A 'LNA:TED EVERY S TO 10 FEET ALONG A FLOOR TRUSS,* ••• • •ee • • • • ••• • �. STRONGEACK MAY BE POSITIONED DIRECTLY UNDER THE 1'OP CHORD OR DIRECTLY ABOVE THE 30TTOM CHOR ® 4FPUR9tY RAS•i EN :0 • 1 TRUSS USING ANY OF THE METHODS ILLUSTMT':D43ELV.W. ' • e • • • • • s •• ••• ••• �•• ATTACK TO VERTICAL INSERT SCREW THROUGH OUTSX USE METAL, Fri AMM ATTACH TO VERTICAL A S 1 �I e • • • • • EDGE OF CHORD INTO EOM OF ANCHOR TO ATTACH %13 y,r� . Iod COM6Q NAL • • • • • 3 TRONGBACI( NO USE r'3 TOP CaiORO f v m e, e • 0 • • • • • • DRYWALL TYPE- SCR 1 COMMON WIR,. NMLS • • • • • • • SCR EWS) MOCKM BERNO THEE ATTACH 2x4 VERTICAL TO FAGS ECC C.I ND S kS OF TRUSS. FASTEN TO TOP AND ATTACH TO t� IORa R RE LING THE wHS.B wrrom CHORD WITH (2f - I WITH WO 312 x r NAllklti THt: RCNGBApC COMMON WARE NAILS IN EACH CHORD WOOD SCREWS (.218' MAM.} USE METAL F7qtAMIN{2 ATTACH TO VERTICAL, ATTACH TO VERTICAL W3EgT SCREW THROUGH 01 '%P-- OR TO ATTACH TO BOTTOM CHORD W ES WITH (3) -10d SCAB WRH (9} - lad EI�3E � C.FtORO INTO EIIGiB OF COMMON WIRE NAILS COMMON WIRB NAILS STRONGIBACK (QO NOT USS DRYWALL TYPE SCRE4NSf ZXGAS TRUSSES 44}0 R CIYPK -AC SPLJC1a BLOCKING! S1101:YNALL puss /{ L r •.o tf J tl �' THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION 14 !qi WALLS ALTERNATE •' IGI SNOULO BE USED TO TERMINATE THE CENC )C HRED M SPL OVER THE SP'UCF ANDJ SARY, USEA 4'W LONG SCAB OW WI 2).1Od NAILS EQUALLY sPACED. * No -343� p ALTcRNATS METHOD OF SPLICING: ' �► OVERLAP STRONGBACK MEMBERS A MINIMUM OF r-W AND FASTEN ' y WITH (12) - 10d.COMMON WIRE NAILS STAGGERED AND EQUALLY SPACF-D. (TO BE USED ONLY WHEN ' STRONGBACK IS NOT ALIGNED WITH A VERTICAL) STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS. AWVAMMM • fd to US* vary deetort per,* acd XZW MOMS atr rffis AAA REVZRM SMS 8z"Ae US L fa vas *W W#h Adak eoneed' M d"on b bored ordp upon aamnslers *008. MW bu en bvtMduel bUld aemponMt to be � nstesed and kwded V•db*#% Appweob" M d•d= p=nt*tsn and proper tnoaoaotbn of camconwd b r• r of deslpner. Raolnp IlfoWn b tp kderal nrppod of t�vk X* Wb member. only. Addtbnd temper busdir+0 degpner •not laps re"30n1130Y of " •r clor- AddlkWtd pwmxm d brecgrp of ttt• overo/ d►uCtykr b rher r °ry btackv to caws dabtrgr dwbo aae►riruc*w w me ro OorcMg tabart doklrb 4uc*V Goebel doregk d•tvrny. Cb a' and bt ° of tes tu&MV dealona. Far penaof .2uklancs ... MarnWlnQ Instedlnp end s+oeb0 Rwomm.nddkfnav4iodlebm► tansihet Q oon o Q V-" Umdod ss-so 0 oft Spoemko"0% aM UM-41 'Te kfo A vl X11 \ 1 yr LATERAL BRACING TMS tS A DANGEROUS CONDMON TFlB � MM (M m" SAd TI�iE 1►3 ]ROW TO �TRAIIP �OQ14 1J1 JS Ii0!' AYA�9L8 AS 9R011N {� —�)' 1' M AN'ClgMML; ,r — � TM MAC 1R pM. 2 TAE Jotkat RAL 4 t p� ArMR K' ,,;,s I gt'c1Qa�a F��' ' 7M B'RD8 OF 11F17C�t AM A )p � ' M•S, CRmtw -Tim MJ1t#MAL Top �oTi<aM ALEMMIRLM ARAClNf3t TH'8 CM OR RRACa' �y N ATTACALp �lIRECTyY TO J t ! ! t COlflQlOpOR L man 1�AZi1C To .TAB 11F9 OFFrJSi� TM CLS' UM TftX SAW ZM"X" s'�Aaft PUT USE tHOD 9A0wit t19 01liP 9A. FEPJM tArtRAb NVCRM PRA-. S. " R ss, OR O}• AM Wn tMMM Al' A1vOTl3Elt "Nam 1mmy T" Sm TIM 10014o gI pr p"FEWMAL r1►M JR 14 OR ARCMll%". J YM 3B M,2 TRUSSBs (OTM At�RAC�Y �c�?tt�s � TRF vxrr rs,► ,� �� FOP. v I TYPES of Irkum. SRPR1'$Lf� r' AN�?Jl1lg � ��dPd18 QR • ".• • • VIM. — RL9TRAM L147'LRAL E1UlCW6. • • • ' • i� •• •• j Cif �g • • • •• • • • • GEM 1�4 70 OFpu=lg Wt OT V'ER AND • • • • j IEV AT APPRD*X= QQ p" • • i••••• ••• •• A MMR ItAT !lh1V�lL9L lf4?!C ILIPS FM ATT " TO vm v". M lot 1'P.PE'ROl1'tC 01t 7 HL+l� !000!!1! (k1 !il2hla.5'f Comm NAtt�t •(1 • ✓ NN.p •Nglru.,� �7= Ac �J?'► �s � "�E„N W. y�� : TEma mtA� REF7.ACBS mu�+ixa �3 r a i� x err s rwn ' FEE 9 REF MCE R ESTRAW x�vE A rxo�,.r 4 N 0.5 d .,.� -' # . +�• rw�rtr+ n�ttoJt v1 395 � DATE l)l l5l05 �PO ors, n�u r acvu> toN K >pu F�e�1cAt * D �rQSt roc, 'k G � ar rauu>sa. Ttror VM DRC�.BANC0699 rtSr. s•EL»itptt 6T � y, ► s �+M A An ter% Pattr tn_cx —ENG 1{GF /KAR tattSS 00? JI Sfj� 01 7►fit !/mss r is�� 7n �s W THE um m , vtx t h14! i SECt7 �" MAXIM NUM M OF FAIL L INES PARALL TO GRAIN b SPACING FM SINGLE BEARING BLOCK IS SHURN. DOUBLE NAIL SPACINGS AND STAGGER NAMWG rOR T" BLOM. GREATER SPACING MAY BE REQUIRED TO AVOM SPLITTING. A — EDGE DISTANCE ArD SPACING BETWEEN STAGGERED ROBS OF NAILS (6 NAIL DIAMETERS) B — SPACING OFF NAM IN A ROW (12 IWAIL MAM`ERS) C — END DISTANCE (15 NAIL DIAMETERS) IF NAIL HOLES ARE PKSbORBb SOME SPACMG MAY BE REDUCED BY THE AW'NTS GIVEN BEIDV. • SPACING MAY BE REDIJCED BY SOX •• SPACING WTAY BE REDUCED BY 339 BEARING BLOCK TO BE SAML SPECIES, SIZE AND GRADE AS BOTTOM CHORD. NAZI, LINE r ,r A A �s• LENGTH OF BLOC SPECTM ON SC ALED DESIGN {12" IW unyTiM -- 24" MAXIMUM) s,• s s a B* A DTREC'fiOOIT OF LOAD AND RAIL ROWS r or •• • • .. • MINIMUM NAIL SPACING DISTANCES CFIORD SIZE NAM TYPE 2X4 2X6 2X8 2X10 I 2X12 8d BOX 0113"jM.5 3 6 s 12 15 10d .BOX 0.128"m 3 5 7 10 .12 12d Roo 0128"=.25" 3' 1 a 7 10 12 16d BOX 0.135'713.5' 3 5 7 10 12 20d BOX 014 2 4 5 6 8 8d COMMON p.i31'.5 3 5 7 I0 12 10d COLON 0.148" 2 4 6 8 10 12d COMMON 0148 "93.25 2 4 1 6 6 10 16d COMMON 0:162'513.5 O.ilzO' .lv Gt1N 2 3 ---- 0 41 6 8 8 11 is 14 0431'712.5" GuN 3 6 7 10 12 0.120"X9.0" GUN 3 8 8 11 14 0.131 GUN 3 5 7 10 12 •• • • .. • MINIMUM NAIL SPACING DISTANCES _ -• -- ,sari w UK BR nL,p . TEM DESIGN IS PAIM ONLY FOR SINGLE PLY 'TRUSSES _WM 2X4 , S, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE TEM 1 CRACIOR TUD BREAK PER WEB AND 2 CRACKED OR BROKEN WEBS PER . TRUSS ARE ALLOWED. COrrr THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT CRACKED OR BROKEN WEB COMPLY WITH THIS DETAIL. REPAIR DETAIL (B) DAMAGED AREA, 0" MW TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB. (s) (2) 2 4 S CABS, MGRAM HE T SM A 0� MEMBER. ?nNI1lIt:T1CI 1. 68" + LENGTH OF DAMAGED AREA {B), 1KIN.T1tIM OF 34" ON ROM SIDES OF THE DAMAGED AARREA. 2. Sox OF Tf:E D ua&AL M LENGTH. ATTACH ONE SCAR: TO EACH FACE OF THE WEB HITS A Dams ROW Or 10d COMMON NAIIS SPACER 4" .00 STAGGERED. RES:'ER TO NAIL SPACING DETAIL. FOR ADDITIONAL NAM SPACING INFORMATION." VOTE: FIELD REPAIRS MtY-*T COMY Irrf i ALPINE DESIGNS AND SPECTFICATIONS. P 10d COMMON (0148" * 3") NAILS: 34" DOUBLE ROW, STAGGEPM • • • • • • :09 .: -:4 4" CC �._ + a BACK FACE i • TYP •••• ••• �• O = FROM FACE . i "AZGGE�_R • flit•• f •• ••• • f • • • i f • O + + + O 0 + '�' {� •rill • •i• •• •••ll• • 2X4 #3 STUD, OR,"I'ANI3ARD :..... • • • • • i" T9E$ .O1ZY, ANY SPECIES • NAIL • SPACING DETAIL p fG W EIR�11RTmu REPUCM MUM" 9=094093 & 17E 958,849 �,•="��-3'�"J"'�'' =��rr TRUSS PAIR � EN '"•q.�� : ... .. �� tT -� 'sa C�►�s ��r sffm or y No.S4385 WEB REPAIR DATE I IS SCR+ T#E D �MIII ff rem sr+�ss F �ro srxx K p r � DRWG REPWMSCO699 TED. tT IS T ifs TR1'SS r� Al": tc Tt ra�str =_m ;E ch•� '� Tn rr �� rN TVElR rrcrsmm vv4 4Em M _lm MLH /KAR o�va� cb rtc��rur. t stint. =►fr!'ss.M+• + AMIR vet Sww at TPM rwAVW WR M ART TO TRME SECIM ar Tw TRtisg a !r Tim r ss x�+Wes It OVE IM IMCM A , �, 10 111» tier. t�!►9 Rtr+ TEB S Tilm b PART- f4 cTg VWT Om Tram Ta tET£RNME TK �►+, „mmnL l►77►�ITZ 1� AS T91IiCAT D n� T J1RR�Vl�G�a vEatFr rHAr "rrm w►vE aEaa l r�, v LU u ulv sN .v U' DETAIL 11 GAUGE (0420 X 1.9751 NAffS FOR TRUL& TRULOX PLATE IS CENTEREII ON THE MRDS AND BENT PLATE ATTACIVIENT. FILL ROWS COMP Y WHERE MJ!WEEN NAIL ROWS. SHOWN (*). Rn� p TO ENMEER'S 963M DESIGN REFERENCING * NAILS MAY BE OMITTED FROM THES'F ROWS. MS DETAIL FOR LUMBER, PLATES, AND- OTHER So. PIlQI ; SPRUC* PINE —M Db OCAS —FM OR HEMr --FIR MORMATIOR NOT SHOWN. CHORD . QUIRED. CHORD SIZE OF BOTH TRUSSES MUST EXCEED THE TMOX PLATE WIDTH. SbPPDRTM TRUSS ate.. PPORTTY.Ta TRUSS //�� 1 • '� 600. MAX- * 6 A i�irill R LOX FI ATF MAX S7\ TR1C• LOX PLATE ,o" e 00 0 0. t% 0 ° ° ® .�0 ° ® o • ..,. • ,, , .. + --- r -- • • • y ® f• •• •1•• •••f•• 00 1 cy c7 TRUSS • • tm�I�y�� @r� �tt �y PLATE* s s f f • • • d+1i qW- lVI JA7 1 r U LOX 3 , • • f f , � • J�[Ir1IMiJ1li SXXS tRULOr'PIM ' . • • TRULOX REQUIRED • • • • • • PLATE NAILS MAXIMUM LOAD : • • • • • SIZE PER TRUSS UP OR DAWN TFiTS 17E2'AII. MAY BE USED 1,00 1.18 z.25, 1.33, OR 1.80 DURATION NSF LOAD 3x8 9 350 OC _ 5X6 15 T MAV" MUM Mm mm 1189 989 1 l 98 1 1 . 182, OiT 1,159,154 � 1.161•.524 11 "'"► M r� �o xt N., !; H F �� s REF' TRU7A]C ari c ` 0 u'� u�` t� aj No. 395 C� scr s+x -b. HAVE t AiTAC1 ' v. stet 1 n m�n� x1 DATES.. 11115/05 . MAYEre r ftI�JRSM A CNY tltI &. DE , � � l6p 1NE *V ARM mI imcfu% A1P1� r 2 je % i' FM Y xv F rp�e� DRWG CNTRUI.OXo79F Y > ��wa. w e scEas v 0 --ENG DLT f KAR rt r7i�rE� A eb37 1,44, S r llrt� R'W W.SC l +CLw i m um = L � 44-L i1' .. 1J7: N1S1 N SlABiIZTt. ktL1 Sfnr 1N1S www ��-�'R 7�l'1 rr.. tw�'•h t*v m+tr new. rs er , eae r r .re J w � tf - - . --I K+4.. f� (- Lri 1 Gw7 A1VU LftMj wq Vt, NOTE: ING HATERIAL AND Ljo ICE 2d4 ! 1lE" sn'm bd6 =?,.Z f/ 11�" I TO AND TO REI4 THIS I A N � � MATERIAL xS TO BE SUPPLIED 5/s'� mntb`8.•�.8 . BY THE CONTRACTOR. Al j50Q# CAPACITY 8 "coor.blork- 64.plf /8 "leper ' 3 0STS @ 4'0" 0 . C . mu nrp bricks 38 ,psf 14" Isyer 2` a-- a • Ate' C- 0 4 • MINIMUM . No.543�95 .•• ♦•iSUYP NDERLAYMENT 2000# • ••i0 ♦• 0000•• t ti•r.♦ 0 • • 0 006000 • NN L�•,. i � ,• , ~hH•IIgflINiM�N�• ii •t • 0 t 0.000• �_ . � . i • t 6 ♦i ♦0•t ♦ 00!0 0 • • .. ' . :.i..` 04 :'•t.t2) .-2X5 HEADER : •.•• 04 OR (2) • -2X4X4' 0" UNDER • ' TRUSSES WHEN SHORING ' . POSTS @ 4'0" '0 . C . - IS .REQUIRED , • CLEAR SPAN' NO ' REF DETAIL DATE • 05 /02/96 onded S Deta DRIi HC12996474 � 2 :z 1 • I 1 1 AveNab/13rie jWNau>d r, • 1 ' j�JIM" R CStr4•Ird;Ngwor • i • i • • • • • i • • i 133 Mudd E l FIB 1 b Af14_wabfi Loads' Soulb" mu tea • S earn Ftr AUowabls loads Na ft F11ioC . . Roid� -Wldd, UppUBf FIeW SsaMt Rout Whin U ' Upm Fhalr Sttsx Roof Wind Cade (100 al (125 . 1 1891 109) (115) 251 (110 19111 11 (i2�i 133) RRd. r I.US24 186 490 640 133 1810 850 •190 4 7� 3� 540 823 875 730 LUS23 939 1115 Ama 955 1040 1110 1010 11 911!1. 1036 115 Ai 780: 9 - 4 700 806 $75' 950 4, 37. V. 121.133.140 MU= 1099 ION 1310 1503 1540 1740 1090 1000 Ti 0 1426 1840 1780 t740 915 913 iM86 1380 1466 41.133 INS 1 NJS28 S6Q . 29 �: 0 1550 1550 2710 3200 3 1 3335 1486 1550 2210 2490 2540 2580 4,37 87, 121. 133 H6US26 t( i :#7gs 1765 f 785 37� 3 Si! X87 5� 3480 34W1 3480 3480 113 r kUSZ3 1 ::1 121111 ' t t40� 1010 1183{ 40 1 1�6 d 890 1 mills 1185 4;37.81.121,1 140 tl.Hi&28 1555 1556 1750 2 2185 2325 ISO 1556 1W0 ?� •1 18� 1470 1655 1836 1955 47.133 IIUlgM$ 2000 2009 35 46 3700 3775 1$55 2011$1 20110 3580 35 3586 3 1720 1720 2555 2W 2145 2800 I 437 87 121 I q H1U828 3015 3018 5720 5720 5720 5720 3015 3015 5720 5720 Sm 5720 2555 2 4910 4920 4920 4920 kUS210 X1115: 1211 ,1470 `1593'..1 1010 1165 1380 1599 725 1840 780 935 to83 1246 1355 1446 37 87.121.1 1.110 �. HUS210 r M843' 3 �4 '3920' :4 ' '41 301p 351U1 374!1 38WI 23211 2799 2746 2870 2956 3025 4, 37.87 121 . 1 1. rur 4 =1 11 111M ad bftw hhr will - sW tabl6 an peas 117, Model MIS. 01*411:itunr F t' ; - SprWS -plea fV/y11p FIF 11111111 ft t�"- •? W M $ i :' t 'FLOW &M Roe! Wtod Ref. � 151 12Sf DOUmE2tt 91� WS24 2 2*A 1$ 310 3 2 4-164 2 -184 563 5M! TSS g!M !180 1020 455 555 6� 73S 8A9 889 W528`2 118 3'A 41,44 4-16d 4.155 '114lk . :111 1000 `f 80 .1250' 13:i5r 925 iffS 820 946 1026 1146 1.84 121.133 S IMUS28 -Z 416 14 3114. 3 14-155 6.184 1321 1550 2 186 2455 2710 ZMW 437.1211 140 IM-820-2 41% 12 TA. 531 4 20.164 8-184 23 4g , :S4G 1955 1996 3410 3M 4289 4535 ` 3.30,21 140 1 , r LUS21R2 4443 18 3*A 7 2 8-164 41 1 Ji m 6d 1140 1155 1285 1455 1586 1490 929 1115 1050 1210 1315 1455 f 84 121 133 11HU828.2 6% 14 3°143 6% 3 22-184 8-164 2000 2000 3 4455 4865 S160 1880 2000 3273 37�P 4358 4, 37,121. i 1411 H81 Bm 46:'A.&18 4 3$ - 1 61 12 ed 32m 3220 kUS210 -2 341 9 2 &iMf 6.16f'.MO 1 HM M O-2 3V. 8 3 3A•18d 10 S2t0 -2 NGU SAO 91{. 4 46-f8d 16464 fir• "6650 ' { 8: : � 31350 6'i1S 6775 � 7086 3. 121.1 140 iROalE2s<1gi55 HGUS>�t -$ 4% 12 4 4% 4 211-i6d 8-16d 2326 5240 1994 1 3410 3A211 4255 4855 HCUSZ$3 6% 12 71% 4 38.164 12.184 3229 3220 8855 7880 7925 7015 27115 2705 5890 �. 6858 6855 120:133 118115210.3 89%% 12 4 941 4 48 18.184 3{1311: , :; {1.040 31150 3550 7510 7510 7510 7510 HHU32f03 899• 14 4n 9 3 30.18d f01Sd '2855': $! = MO 2798 44MMU 5540 5078 55751 ' N6US2123 111'{1{ 12 4 11MS 4 58 aled 4053 4fIfi5 9155 9155 9155 9f5S 3455 3A05i 7355 7690 78911 7590 1 11 10U52t4- 12'511 12 •4"11 1245 d 68.164 22-184 538A 5360 155{5 10015 {0018 10015 452.0 4!11'20 8415 8415 8415 H41S � 311►AORIU+1182Mt� HOUS20.4 5% 12 8^ 5% 4 20-16d &161 HGiJ52B-4 7'A 12 8n TA 4 55.160 12184 . " 1955 1966 341A 3920 4255 4536 & HGU11= 4 9% 12 Bn 9*A 4 48-164 19.1 3639 3830 6755 am 8840 am 3050 li HHU82104 814 114 8511 e'A 3 30.184 10.164 2655 3430 512! 5970 6490 4475 5145 5593 5970 133 HfZ-4 1IFli 12 1a'ifir 4 58-184 2418x! : g g( 34pS 3455 76518 7690 781 7690 gg Hta515214.1 12% 12 12% 4 68-161 22164 ' S3dtJ '5888 ; �Q@( 1pgi� y _ g 5. � 4629 g�S 8415 8418 84 {5 at L 411 S/,7S 11548 4% 18 + 2 4-10d 4.161 1140 1155 1000 1 1250 1355 929 1f1S 6� 948 1025 1149 134,121 133 HQL1&48 4'g. 12 336 4►Aal 4 20-18d 8.16d 2325 2325 3940 8 3410 3920 4221 4538 3.39;121,13S.140 ® i HHIlS48 43411 14 3711 5'A 3 14-16d 6-184 1550 1550 2580 2955 3225 34� 1398 1550 2166 2455 M7f0 2980 31,121,1 140 H US48 431 18 3V6 6'1x1 2 6.164 4.164 '/ ';1.188 �1 r :j {5{x16` `111 3251 1115 1089 1210 1315 1450 US48 6411 14 37% 7 2 8.1� 6-161 ;1 5511•':1 i ,• M. HHUS48 6411 14 3% 7 3 22161 8-184 20� 1315 1550 1240 1428 155A 1650 `:4468: :6180 12 1880 20M 3275 3785 4055 4355 3T,12f.133,f40 HBUS4$ 6x!11! 331 7!» 4 36-184 12 -155 327�•3� • .• .. yO5 2755 �} � 6655 6655 3,3$121.138;t4A r LU S4 10 8'!s f$ 331. 81st 2 6.164 8.16d 1550 1521 1783 Z039 2210 220 1355 1550 5151 1680 1830 2025 {.84.121.133 r HHUS4f0 831 14 331 9 3 30.155 10184 2858 3430 5155 5909 5� 5900 2330 2795 5075 5075 4.37,12{ 133,140 = HGUS410 6�'!w 12 9 4 48-155 f 8-184 3830 3855 878A 8940 8940 8940 30511 3050 7368 7510 75f O 7510 3< 121, {33,148 HGUS412 1(V,% 12 3% f0%n 4 58.1&1 20-184 4i1�1 i#j� :gam �� 1 3153- 3405 3405 TtMO ..TB� 7655 7690. HGM14 '11 12 3911 72� 4 68-1 22.184 .�i80' •;5�:.10d15.1001:i� .1100($ 700}:{x' 4520 4529 7890 8111.3 8360 8380 � 133 1. Upflft loads base been increased WA ad 60°A for earOtquabe or AW ling va no Au v T Al4IIII1 ?MISliP1S? aaai TAN - AF for al am icada that, u Wt a 3 ) to d, wid'a b y 133 aad . : tae nmtlwi 61111411114 1111 1st eato6mw ems. ANSM 1 -2002 wood m deatpn dtsrla, 2. 3. 11W WWt fasptM M *ad to Won M tali 1Wds. For 1 5. Lamb shorn m /11 mbdmum of 2.* 2x girder bottom ebow -ft heal height, se0 A9awabie Loads WM pw{ucW HaW H L titan 111111111111112 6.846 itmWta = Was 413 P 119 tm• fnftw load modi9aatioa3. fl 4. TnrA ahmd aog"taba tension nay daft aI1o=We � 1 W OWWU 7•'"U 14d - 6.162" 4111.2 3 long. Ses page 18.17 Isr other nag sizes and I06ma0ae: 127 ► , ! I , 'Mess notes are provided to ensure proper Installation At S44110A 51104 i - e t omp*, Inc. Products and roust be followed fully. a. Simpson Strong - Ito Co, lint. reserves the r" to change speciff IFIS, • • • I. Unless Otherwise noted, banding steel in the field may cause Prat designs, and models without notice or II,7bdity tar:uch charadea at the bend thus. Fractured steel will not carry load and must be nq b. Steel used for each Simpson product Is individu* uftlbll b . • . . T . A I3sl W th�i splits the wood will oat take the design load. Evil f' on the product's . speaftcadons. including strengdh : �' '. .ggiits La determine if the connection wd perform as required. QR formability, tireslt, and weldability. Contact factory tar stnej in%ninjon • : `nay 4t t t mass easdy and should be evaluated as required. If wac on :,pecitl0 products. .0 tenci spilt( Usider pre - boring holes with diameters not excm c. Unless otherwise noted, dimensions are in Inches, !dads are It pounds. .15 of the nail diameter (2001 NUS 1 f L 3A d. Unless Otherwise noted, bolts and nails may not be combirrW to ,.. .. lr- VJOO@ " rj►►ks and expands as it loses and gains moisture, particn achieve hlghsst lead v..*m 8d (0.131"Wilr"). 10d (0.1 ,land • • • • P ty to its grain. Tats wood shrinkage into account who I rid (Q.18MIAa"j speraty comma" nails that meet the regWremenls » • + : : (VI&W �bal installing connections. Simpson manufactures pro, of ASTM F16117. When a shorty nail Is speifief, it wtd be Reisd ..: : : .' t & 9nDn dry lumber dimensions if you need a connector will (tar example 8dx1 Ref to page 16. 17, Nos (&Uanel design d onsions other than those listed in this cataft Simpson may I Speuilcallen) and ASTM F1687 (American Sedely or resdag and to vary connector dimensiaM contact the factory. The effects Of Materials) for more nail inter shrinkage are intcreasei in multiple lumber connections, such as f ° e. unless otherwise noted. allowable loads are far Qouglas Fir-Larch under to- 1100(u bons, Phis may result In the vertical rod nuts born continuously +lay conditions. Allowable loads for other species or cam>dittahre 1 o 08 0. roquMng 130st- instatiation fighter ing. must be adjusted according to the code. In many cams, Simpson code L TOP tlarapt hangers may came unevemars& Possibis remedies sh, reports will Inmate toads derived Item Doug Fir header material only, be evaluated by a P rofessional and Include using a face mount hai However under ICC -ES AC13, loads for Douglas Fir are Ne same as gravity ran and the spe top r or cutting the subtlaor to accommodate tl Ram thickness. Of t M. h LSI. PSI. d species fail wiand Southern Pine, BM= the s o i gravity he AC13 M, Bust-up lumb (=41018 memhm) must be fastened Of these wood otdes tathin cnflo range of t together t0 criteria. The chart below give( speaflt gravtty for the different woof as our unit to resist the applied load (exduft the connnctor lasts Vocles as listed by NOS. For your convenience we have placed qtr ilhis must be determined by the DesfgnedEngineer of Recor& section from the AC13 criteria Indicating the range of specific gravity. n. 00 Not Overload. Do not mooeed OW09 allowable loads. which w 32.3 The species of lumber used shall have a specific gravity of 0.49 Jeopardim the cannection. or greater, such as Douglas tin, but not greater that 0.53 as determined 0. Some model configuration( may differ from those shown in this c in accordance wids'the NOS. Contest factory for details. Species Fad Species Gravity p. Haagw Opda (page 184 — some combinations d hangar opt, 5 psi 0.58 Qouglas Hr-Larch (DF} 62g pd 050 arm ad available. In some psi, combinado s of tines options r South Pins (SP) 66 not be Insta bble. Horizontal loads induced by sloped jousts must t Sommer Pine -Fla (SPA 6 5 psi 0.42 resisted by ether members in the structural system(. A qualteed des matt sheep evaluate each causecdIM include# gnfiM add can Hem Fir (HF) 406 psi 0.43 member IGMlatloas, beliefs spedfying the product. F10 a8 fasten( alufam 560 psi 0.50 holes wilt Iadaner types specitlad In the tables, unless otiterwhe r LVL (OFM 750 psi 0.50 Hanger configmadon% height, and fastener schedules may vary fr TtmbaShme LSL (E•1.3x1" 680 psi 0.5p the des depending mr Job size. skew and slope. See the ailowab TrmberStrand` LSL (W.5xl (n 880 psi 0.50 table load for the narmodittef hanger; and adjust as indicated, Gal Parallam'PSt 750 psi 0.50 may vary► tram that specified depending an the manufachrrkrq prat used. U and W hangers nom* have *We sdrl f. For tars -mount hangers de straight straps. use 0.86 of table loads for li the ad may to welded. 8, GLT, Ii6LT. HW. LOV, W acat WNP" Spruce - !gone -fir opal seat Instattdtons are assumed bard. To order a custon g. Simpson Strong -Tie Co., Ina will manufacture ran- catalog products not"acked hangw, mad ins factory Provided prior approval is obtained and an engineering drawing is q. Stmpsan will calculate the not height far a slope! seat. Tire marten Included with fire or der. Steel Walled an ON drawings as'W, .) , mot provide the fi1Joist height before slope. and Me will be 11 gauge (0.1201198 (0.1791, and 3 gauge (0239"), r. Truss pkft shoran( are not manuthchrred by Simpson. respectively. Thu min mum yield and tensile strengds are 33 ksf and s. Oe not meld products listed ie this catafog.unimas ills putdiestlou 52 Irsk respectively, sPNM=W idahtiees a product as acceptable for wsldb q. or Onh I'll. All references to both or machine bons (Mss) are for strudnratl quality sPuft approval for welting is provided i w(lttog by Simpson through bolts (not lap screws) equal to or better than ASTM Standard SO= Reds have pow wh *MSM f and a tendency to crack when A307, Grade A: RFB Is A307, tirade C; SSTH is AMV A36 welded. Cracited sleet will nut tarry lead and (rest be replaced. Refer to page 188 ter haagws which caa be welded. 1NSTRUCTiOiiR FOR THE INSTALLER a. Ali specified fasteners must be Installed according to the instructions operator or others. Pneumafic nail tools may be used to insfail connertc in this catalog. Inmrreet tasbroar quantity, size, type, materii; or provided the correct quantity and type of nails (leeyib dad diameter) wish may cause the connection to h d 16d fashnem are common are prop" installed in the nail laleL Toots with nail hole - locating nails (0.162 dla. x 3 Ieng) and cannot be replaced with 16d sinkers mechanism should be used. Follow the manufacturer's instructions (0.148" din. x 3 tong) for full load value unless otherwise specified. and use the appropriate safety equipment Over driving nails may b. Bolt holes shall be at least a minimum of W and no more dart a reduce allowable loads, Contact Simpson, maximum Of lid iARW than the bolt diameter (par the 2001 NDS 1 L Q. h. Joist shall bear completely On the connector seat, and the gap betwem c. Install all specified fasteners before loading tits connection, the joist end and the header shall not exceed 'W per ASTM 01761 test d. Some hardened fasteners may have premature failure if exposed to standards. moisture. These fasteners are recommended to be used in dry interior L For holdowns, anchor botf riots should be finger -dgM plies % to % tun application ' with a hand wrench, with consideraton giver to possible future wood e. Use proper safety equipment shrinkage. Care should be taker to not over- torgra the nut: Impact f Welding galvanizml steel may produce harmful fumes; follow proper wrenches should not be used as they may preload the holdown. welding procedures and safety precautions. Welding should be in )- Strong -Drive Screws shall net be installed dnugb metal truss puts( accordance with A.W.S. (Aniadcae Welding Sedely) standards, aufess approved by the Tress Engineer (pr840111fig required). Far Unless Otherwise noted Simpson connectors cannot be welded. additfa0al information regarding fasteners Installed through truss ' 14 g. Pneumatic or powder - actuated fasteers may deflect and Injure the Connector plates, refer t0 ANSUTW 1 -2002 Section 8.1g. r .r GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1 -03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI -B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. .. . . . * . IVOTAS .. G�VRA LPS . Los trusses wo •sus mwcadDs :e ningliln rao"que identifique la frecuencia o localizati6n de IDS arriostres (bracing) temporales. Use las recomendaciones de manejo, instalacidn y arriostre temporal de IDS trusses. Vea el folleto BLSI 1 -0 is de Buen try is ra el Man 'd•I tai R rri st e_ de Trusse d Ma era_ ComecQdos. win Plicas de Metal aura paraimayor irfamaci6me • • • 4os •lib*%de disenv ole•los drosses pueder.especif a las localizaciones de IDs arriostres permanentes en los miembros individuales en compresibn. Vea la hoja resumen BCSI -B3 para los arriostres permanentes y refuerzos de los mi m e n trios !fie * i� ma'�URifl r� afldh. El ecto am tjpSperytanp wwonsaGil�ad del Disefiadoi delsEdifi[io. • • • • • • © The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultado de on manejo, instalaci6n y arriostre inadecuados, puede set la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando Corte los empaques. N HANDLING - MANEJO (�( Allow no more t' J than 3" of deflec- tion for every 10' of s P ah. Use special care in N ermi mac P No to p 0 de 3 pulgadas de windy weather or pandeo por cada 10 near power lines pies de tramo. and airports. ONE WEEK OR LESS MORE THAN ONE WEEK 8� r .. ( �( Bundles stored on the ground for one 1 week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben set elevados con bioques a cada 8 o 10 pies.. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. 0 Avoid lateral bending. - Evite la flexi6n lateral. ® Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground, tierra desigual. Q For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen- amiento por mayor tiempo, cubra IDS paquetes para prevent aumento de humedad pero permita ventilaci6n. HAND ERECTION - LEVANTAMIENTO A MANO Trusses 20' or :. _. Spreader bar for 1 less, support truss bundles \. less, support at 10 pies maximo at peak. 8' o.c. max. O O f /( Check banding Revise ids empaques t� J prior to moving antes de mover los bundles. paquetes de trusses. 0 Avoid lateral bending. - Evite la flexi6n lateral. ® Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground, tierra desigual. Q For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen- amiento por mayor tiempo, cubra IDS paquetes para prevent aumento de humedad pero permita ventilaci6n. HAND ERECTION - LEVANTAMIENTO A MANO Trusses 20' or :. _. (�{ Trusses 30' or Lr 1 1 less, support }/ less, support at 10 pies maximo at peak. 8' o.c. max. quarter points. 8 pies maximo 45' to 60' Levante del pica los 45 a 60 pies Levante de for cuartosI I - 4' o.c. max. trusses de 20 4 pies maximo de tramo los 1, L1 P-1 o mends. D /50 trusses de 30 _ V. 16.7 .4 Trusses up to 20' pies o mends. Trusses up to 30' 1/4 Trusses hasta 20 pies Trusses hasty 30 pies HOISTING - LEVANTAMIENTO Q Hold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cads truss en position con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. ® No levante del pico los trusses de mas de 30 pies. Greater than 30' > Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60° or less Approx. 1/2 -0-1 truss length Tagline - �_ TRUSSES UP TO 30° TRUSSES HASTA 30 PIES Toe -ins` / - Toe-in Spreader bar 1/2 to 2/3 truss length Tagline - PUSSE�S HASTA GG PIE'S Locate Spreader bar y Attach A, above or stiffback \ 10 D.C. max. mid - height � Spreader bar 2/3 to 3/4 truss length —� Tagline= '� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BCSI -B2 Summary Sheet - Truss Installa- tion and Te!roporary Braclno for more Information. Vea el res6men BCSI B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informacldn. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque IDS arriostres de tierra para el primer truss directamente en linea con cada una de las filar de arriostres laterales temporales de la coerce, superior. Brace first truss well F— before erection of additional trusses. Top Chord Temporary Lateral Bracing ( TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO f �{ This bracing method is for all trusses except 3x2 and 4x2 paraliel Chord trusses. 1 Este metodo de arriostre es para todo trusses excepto truces de r- uerdas paralelas 3x2 y 4x2. 1) TOP CHORD - CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace ( TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. f�f See BCSI -B2 for TCTLB options. Vea el BCSI -BVea el BCSI 2 para las options de TCfLB. \ r Refer to BC5LB Summary Sheet Gable End Frame Bradna. Repeat diagonal braces. Vea el res6men BCSI -B6 - Arriostre Repita IDs arriostres del truss terminal diagonales• de un techo a dos aqua . l /( Set first five trusses with spacer pieces, then add diagonals. Repeat I"! process or) groups of four trusses until all trusses are set. Instale Ids cinco primeros trusses con espaciadores, luego IDs arriostres diagonales. Replta este proeedirriento en grupos de cuatro trusses hasty que todos Ids trusses esten instalados. 2) BOTTOM CHORD - CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS Web ' Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 . •. .. . . . .. .. BRAiING=FOR IX2:AIfD 4)p PORARLiM CHORD TRUSSES EL 4tgI(:STRE?AtA :RVJ %ES C( ERDAS PARALELAS 3x2 Y 4x2 Q Refer to BSL-R7 Maximum lateral brace spacing Summary Sh i eet 10' D.C. for 3x2 chords • • Temporary and _ • 15, • • 15' o.c. for 4x2 chords Diagonal braces • i n ly)enc 61 r i • y p' oyC �^�. 1 = :•• every 15 truss • • ,•1'a rllcl• h •<!_ • • Jr - spaces (30' max.) • • IrR for mote• • • • Inttry�l3tion. • • • • • 1, • `• Vea eI ie-sum n �t •! •!• •• • •• • • • • • •i • • =he,Wnd j iaJ)na? • Brace foso.ritileveied f1us4ts Tust•be },laced Lateral braces %Arti4l 4tis%i6e 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of- Plane. - Tolerancias para Fuera-de- Piano. Max. Bow Max. Bow FjF Len gth -► - - Max. Bow Truss Length 2 bundles Concrete Block 8" �"_ -- - - - - - E Length - - -- - 3/4" 12.5' Max Bow Length �� 7/8" 14.6' fry( Tolerances for D /50 D (ft.) V. 16.7 li��JJ Out -of- Plumb. t i 1/4 1, 1 -1/8" 18.8' Tolerancias para ° 1/2" 2' 1 -1/4" 20.8' Fuera- de- Plomada. a 1 -3/8" 22.9' o Plumb 3/4" 3' bob 1 4' 1 -1/2" 25.0' ! 1 -1/4" 5' 1 -3/4" 29.2' D /5o max # 1 -1/2" 6' 2" ?33.3' .,i 1 -3/4" T CONSTRUCTION LOADING - CARGA DE CONSTRUCCION & P Do not rowed with construction until all bracing is securely 9 Y Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construccidn hasta que todos IDS arriostres Material Height (h) esten colocados en forma apropiada y segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BC,5 Summary Sheet - Construction Loading for more information. No exceda lac maximas alturas recomendadas. Vea el rasumFn BCSI -B4 Carga de construccion para mayor informatidn. Do not overload small groups or single trusses. Y No sobrecargue pequenos grupos E o trusses individuales. tr�)� 7 10 Do not cut, alter, or drill any structural member of a truss unless = -_ specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disen "o del truss. Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se ban sobrecargado durante la construcci6n o ban sido alterados sin una autorizacion prevo del Fihricante cle Tri1 r;er, nucdcn roduct n ohn - nnar to garantia del F-abricante de Trusses. uss NOTE: The Truss Manufacturer and Tr Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusse are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation Contractor. It is not intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection /Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by uss the truss Erection /Installation Contractor. Thus, the Wood Truss Council of America and the Tr Plate Institute expressly disclaim any responsibility for damage a from the use, application, or reliance on the recommendations and information contained herein. \IER WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandra, VA 22314 608/274 -4849 • www.woodtruss.com 703/683 -1010 • www.tpinst.org BSWARN31x17 20050501 I Pick up vertical Levante de la cuerda bundles at the superior IDs grupos top chord. verticales de trusses. Plywood or Ci 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3 -4 tiles high I Pick up vertical Levante de la cuerda bundles at the superior IDs grupos top chord. verticales de trusses. M -DADS COUNTY BUUMINGIDEPAIfr- a 9[MS SW 26 Std MIAM1 FLORMA 33175 k7CICE TQ M AURA M M W M M =A R' M Imam AA SIMAL - MUD AM DIN .CODE I (We) have been modod by 45 .4 t Ltd 14 to worm► servicsss un the uilding Code at dm J► NA Jw3fa a project on the blow lied des as of l2. o (date). I am a regishwed arch1W or professional enginect licensed in the State of Florida. PROCESS NUMBERS: P . AoO 3 v t(45Z SPECIAL INSPECTOR FOR M NG, FBC 1822.1.20 r SPECIAL INSPECTOR FOR 7RUSSES OVER 35FT LONG OR 6FT HIGH 2319.17.2.42 SPECIAL INSPECTOR FOR REMORCED MASONRY, FBC 2122.4 SPECIAL INSPECTOR FOR STEEL CONmCTIONS, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 SPECIAL INSPECTOR FOR PRECAST UNITS A ATTAt llftdllAl'TS PER FSC 1927.12 SPECIAL INSPECTOR FOR Only the mares boxes APPS• 7U following individual(s) exaployed by this firm or we are authorized representatives to perform ws wdon 1. 2. 3. 4. *Spedad h ectors utilizing authorized representatives shall insure the autharkod rapresveadve is quairfzed by education or ltcemure to perform the dues assigned by the Special Inspector. The guakicatlaw shall include licensurs as a profeakwad engineer or architect; graduation from an engineering education program in civil or structural engineering; graduallon from an architectural educatlon progrrrrn; successful campkdon of the NCAW FWukwuvsWs Examination; or registration as building u r or gourd contractor. I. (via) will notify Mhuni-Dade County Budding Deperon nit of any changes regerdnng authorized personnel paformmiag won services. L (we) understand that a Special Inspector won log for each building must be displayed in a convenient location on the site for refermw by the Miazm Oade County Building De is lm ttt Decree: AB mandatary na, as nRWnd by the FMnida Bafift Cale, must be parlor by the County. mba Cau$ty WtM be card for on all RavMtorp Inspectlo h*ft - bans performed 4 the Special Inspector hired by the Owner are In a to the maindatory moons perfairrw by the ,DepargmNA Father, coovietion of the work under each Building Permit I will submit to die Building hopaGwr st this tip of tiW inspectit mi the completed insertion log form and it sealed M*zmag itnhm*ng that, to the best of my lumwledge, belief and Prof"onel judgm at dose pions of the project ouflined - above meet the Wte d of the FWW Budding Cow and are in substantial ac cot dance with the approved Plans. RUM Englnef�r/Ar� Name 7�'�✓i'>�3��r'�y � �T�� s -- = - L t . 3 / c� Phone No. °.t = '6 a ► xJ?bWMrr2 spinal Iaspwcwr(MQ Rev.02 a — o �� / � N.E. 105thr STREET �� -- - - - - -= -------------- - - - - -- " — — — o t b N. f / S sr h 19.0' ASPHALT PAVEMENT ", r– Graphic Scale '� I 20' 0 10' 20' 40' 4 3 2 M � --- --- � ----- - caw- W W U 1 " =20' I „xa i � � o i; U. I. z w 24 �? u a 3 UJ PROPERTY ADDRESS: � a °y 's' ° ,'P I '\ 25.09' h F,I.P.1/2"fG I I w $ $ 10480 NE 6th AVENUE MIAMI SHORES FL, 33138 F.LP.1 /2'0 (NOID.) jZ (j r I { o U s U d (NO ID.) o r w a e a° 8 n 5' SWK.. N 89 47 0 E: :76,0 : (r$m) i, 23 DESCRIPTION — \ 30.0' c e•A I �w -g 44 XNi ° zi Lot I of " MIRROR LAKE SUBDIVISION g I �°`�.''" '° 22 \ accordln to the A Plat thereof as recorded in Plat Book 56 at Page 15 of the D = 90 0 46r�. w Public Records of MIAMI - DADE County, Florida. all = 39 .4 0� ra ,t . I 4 �, Q g w ° 't, . 21 b i n 3 a Y y C z N R = 25.0 N�..,,/ ns . .. ° I '�I.1 I� 0. Z There may be legal restrictions on the subject o �: y ° I I a ° o ° > ¢ Y 9 J I property that are not shown on the Map of — O f N ° y w !rr �, x3.. '� LOCATION MAP (NOT TO SCALE) ° Survey that may be found in the Public Records LOT I �O' ,�„��;,,;,�. I � ,� o �� u „ u p It „ of Miami -Dade County, or the records of any other public and private entities as their jurisdictions — 16.0' may appear. 0 0.2' o q/ wxr e4 ' 9.9' rsvrk rrr . G7 The Map of Survey is intended to be displayed at the stated graphic scale in English units of / / / % � / / Subsurface improvements and/or encroachments measurement. Attention is brought to the fact P I' o within, upon, across, abutting or adjacent to the that said drawing may be altered in scale b a 9 Y Y d ` /r1 subject property were not located and are not shown. c� the reproduction process w .. r W z o w This survey purpose was conducted for the Q o z Not valid without the si g nature and original raised / / / ,' art ~ / / 0(1 fx z of a BOUNDARY SURVEY only and is not r 3s' 'ter = w (Y1 �u g / ONE STORY�x z w seal of a Florida Licensed Surveyor and Mapper. z o ° intended to delineate the o r :r . regulatory J urisdiction ,; j Additions and deletions to this Map of Survey by Y 9 agency of an federal, state, regional or local // Res # 10480 "' %� W > other than the signing party are prohibited without o w a Q / r, rte• a boad, commossion or other entity. 0 3 / j/ / i \ / CONC, • a E the written consent of the signing party o Legal description was furnished by the client. 0 M / / P tH �. rr Thi o > w e 'o ° w o �. / d s Map of Survey has been prepared for the $ o a a a a a z ®' u n n If shown elevations are referred to N.G.V.D. of 1929 n n n n n n ° 0 S = exclusive use of the entities named herein and tq / • ., a Z � F. F. EL= 12.26' a I In the certification does not extend to any unnamed party. U- o Legal Description subject to any dedications, ! rte O > limitations, restrictions, reservations or recorded 1 3' o CERTIFY TO: '� d d Q ti W i= z d e 4 0. 4: 4 2 easements. N / j W .3 i"• .J .fh.:. N 2 The surveyor makes no representation as to /m ci ' Z JOSE OVIEDO W Q Q rrs� ownership, possession or occupation of the / ^p o subject property by any entity or individual. /� , / o` 0 9 . 9 ' 15.8' N % SURVEYOR'S CERTIFICATION: w a o FLOOD ZONE INFORMATION: a, z Th Community No. 120652 �O� o uriury '7 the r Map oSu veyaresulting therefrom was performed omie<( Panel No. 0093 11 0 \ under my direction and is true and correct to the best Suffix: J F.I.P.1/rO z ° o FIRM Date: 07 -17 -1995 (NO ID.) On P.L. of my knowledge and belief and further, that said Flood Zone: X °f I "BOUNDARY SURVEY" meets the intent of the "Minimum it " It ° u it ° It it c 19 e' a Technical Standards for Land Surveying in the State ci a '� N $9 ° 46 37 " E 39 >A (r) 3 of Florida ", pursuant to Rule 61 G17-6 of the Florida W �l LL 0. i _ t vi Administrative Code and its implementing Rule, o m c Chapter 472.027 of thd Florida Statutes. Q RETAINING WALL C.L co DRIVEWAY v Ri w 7- w BAEZ & ASSOCIATES, INC. z w ° Florida Certificate of Authorization No. LB 6356 L A K E � c c v e 06-03 -2003 ¢ m v v U v �k - N Oscar Baez - Cusido, P.L.S. In Re of F orida.eyor and Mapper No. 5034 9 m m x d 8 o Q [q G tj U U U 5 ;t C.L.F. o BAEZ ASSOCIATES INC ORIGINAL 06 -02 -200 ��6 30.0' Land Surveyors -Land Planners FIELD DATE JOB NO. 0306 -0 324 SHEET ` '" W 115.0 ' r REVISIONS: S 90 °000 e' () 2000 S.W. 83rd Court MIAMI, FLORIDA 3315 � 1J1 �` s so °5o „W 239 8 N o LOT 24 M I R R O R L A K E S U B D I V i S 1 0 N (NO ID.)�e 60. RIGHT OF WAY PHONE: (305) 265 -1002 FAX: (305) 265 -0608 DRAWN J.C.R.