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WS-11-162Inspector: Rodriguez, Jorge Project: <NONE> Miami Shores, FL Contractor: F &F CONSTRUCTION SERVICES INC Building Department Comments March 15, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157288 Permit Number: WS -2 -11 -162 Scheduled Inspection Date: March 16, 2011 Permit Type: Windows /Shutters Inspection Type: Final Owner: SINGH, PERMENDER Work Classification: Door Replacement Job Address: 920 NE 95 Street For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1132060070010 Phone: (954)454 -1948 REPLACE FRONT DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 34 of 35 0 .2,\.n\ • ‘ riw BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BYt Permit No. 5 t 1 — U2, Master Permit No. Permit Type: BUILDING ROOFING' PAR M, F w b ER S l N q btt Owner's Name (Fee Simple Titleholder) AFC IV SA IN 1 Phone # - 403 ' 4 0 1- G 1 4 Owner's Address 120 NE °I.S s r Cit MIP-(n( Sbb2Es State E(. Zip Tenant /Lessee Name Phone # Email Job Address (where the work is being done) Is Building Historically Designated YES 2 .0 ■t c5 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / — 3- 6 — O a `? — ©O ( 0 NO Flood Zone N 0 Contractor's Company Name f ' F cow, 1.1 V\ Phone# 30.53 � t 4 T '`1 Contractor's Address Z (7 VGh v.. City Fe' GA 1# w 1G{' p r_ State (--= . Zip 33001 ' Qualifier Name (� (C Fluid tc d'V Phone # State Certificate or Registration No. &1 C. 0(0 C .C61 Certificate of Competency No. , Contact Phone E -mail F N Co 11 3-30 AnL' (__ oMe ", Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ t 1, Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace [1 Demolition Describe Work: If e lace_ l -'- ,+ 1)00(2. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Structural Review. $ Total Fee Now Due $ CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: 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 �J r Owner or Agent The foregoing instrument was acknowledged before me this day of2.S gtx,V. ,20 it) , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: CUL'_ emu £ k u J21 Print: L .�' � -t �u�- ( Sign: My Commission Ex APPROVED BY (Revised 07 /10 /O7)(Revised 06/10/2009) Sign: Print: i VORAFAR MY cp * my COMMISSION # DD 646181 EXPIRES March i6, 201 o` Bond�ThrU t� * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Budget NotatI es Engineer Signature Contractor The foregoing instrument was acknowledged before me this day of 2N OVA.' , 20 to b who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 1 4 OF fL MISSION # DD 646 1 : March 16, 2011 Bonded Thru Budget Notary Services Plans Examiner Zoning Clerk checked Singh Residence - Door and Window Calculatiot r: 0 1 2011 113112011 ASCE 7-05, V=146 MPH, Exposure C Formulas: +6Cp: 1.18 - 0.177 x (Window area) -GCp Zone 4: -1.28 + 0.177 x (Window area -GCp Zone 5: -1.75 + 0.353 x (Window area) +PSF: 43.6 x (+GCp + 0.18) -PSF: 43.6 x (-GCp - 0.18) Doors • WPM Project pressures Victor J. Bruce AR-0017103 Mark plan Width Height Win. Area Zone +GCp -GC +PSF -PSF 20.01 116fiel 0.949679 -1.04968 5 0.949679 -1.29066 49 -54 1 49 -64 SUB.IFCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Miami -Dade County - Building Code Compliance Office - Product Control Search MIAMZE Building Code Compliance Office Product Information Product Information for N.O.A. 08- 1015.05 C OWTY http:// www .miamidade.gov/buildingcode/pc- result app. asp ?fldNOA= 08- 1015.05&BasicSear... NOA 08- 1015.05 File Classification High velocity hurricane zone Category Doors Subcategory Swinging Material Steel Applicant Jeld -Wen, Inc (OR) Status File Approved Expiration_Date August/15 /2012 Impact Rate Large and Small Missile Impact Maximum Design_PressurePositive 66.67 Maximum Design_PressureNegative 70 Description Series 6'8" W/E Outswing Opaque Steel Doors- L.M.I. -w/wo Sidelites -N.I. 1 of 1 1/31/2011 12:07 PM MIAMI -DADE COUN1Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.2ov/buildingcgde BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 6'S" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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 shat( 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 sho1l 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 supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submittad documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07 /11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and y ' - 14 esh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 Jaime D. : con, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I.", approved on 12/20/2007 and expiring on 08/1 5 /2012. H. LIMITATIONS 1. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 mums nurses is we ME ECM 9R (K • • 0 •) N'/f011W1 -WPNK SEEMS +66,87 imf - Fs ) 001181E MA UNT NA OR no, WAD 808 SN SNUB -57 pat 7.25' MAX 044. FRAME MN ,75' MULL 15.5' 11AX OA 80R TV. 90ELITE FRAME KWH 38' NW 0A 14' MAX OA PA103. HRH PANEL 12TH ito '147 ji..1 1q 7) ;; S: 4112 ;, RR PAO riEDES MTh 9 -11-01 stab N•T.S. we. XI JELI WEN® Steel 8' 9'• O Q D E XE O PA Q U E S 403 I AG T O W O R 111 P/ 8 I� I Y A 11971 A N 11 l .M4 142M 1 Aso F 1 wawa 8•ff Wife RECUSEN1911& LI NOOD BUCKS BY OTHERS, AO15T E N*CIIORFO PROPERLY TO 1841 ER LOWS TO 11E STRICTURE 3 PST ANCHORS SHALL 82 !S LISTED AND SPACED PER ARMOR LOCATION l OR sum TO BASE 8412511. SHALL E BEY NAIL 4. SEE TABLE 1 ON THIS MET FOR DESIGN PRBSURE RATINGS. 8 THIS PRODUCT MS DE VIER EOIJSEAEAOS FOR UHT ZCIVES• SEE THE INENIN PRESSURE CHART tI DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -0402 APPROVED IMPACT RESISTANT SHUTTER& 7. IBALB - OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SWAM 8. SUMS ARE AN OPR OT' AND CAN E USED IN A WM OR 00125£ CONEDURA110N. FI PIIAI BA 1�8fFt7O_iAp5EDElo�tareo ! EabLibilb 24 ga. (0. to Mean Odoloiesx Odrmdsed Steel A -525 conneweia1 query - u par AS78 620 hits enrage n*dmrn yde8 Ota EY riffil PNYstoone MTh 1.0 to 1.25 l*/ad densb ter Dv Panel donsfreatlem The catbn and Imam panels are eensteueted from 246.4 (0.025' eta.) gawked steel. The fate sheet tops and bottoms are bead 90' cam the top and bottom raga The t• LVI. r*5 measures 1.87' hide x 1. 042' tdgh• The burn rd (s rang fanned O.021' gabbled steel measurbg 1.87' *kb x 1.21' high. The Was of Bas face Meet we tall fated mile the VA latch .5. and Pendwaso Pine Nape elk which m sat* 1.87' x 1.0'. Do Molar Cary is Bed rklh palegyrene. The face sheets are gaud to The payalLsesa F&ed Ike Cwt: The sash 7 constructed from 2464 (0.020' rain.) gal zed sled The etre t he are muted to � Lb Frames or the optional Trod Ugh! Fromm (See sheet 7 for gtoxag details.) The Re frames are seeded •/ CND *zing compound on the extol i The frames are eanabrated from Ponderosa Pine iambs atemmag 1.25' ride x 4.5825' deep. The door and albite head Jambe are morticed and butt Joarod to the ebb jambs and attodnd .7711 (3) 1664 2' x 7/18' cram roe eteniea The units use o standard bump fry Pardo threshold measuring 4.04r deep x 1.0' Ng& The tMesbsd bo attached ta the frame with (3) 160*. 2' x 7118' ham stye staples. E:>Z :221,41.L, 4Lr;, WEINIEFS2. /f ll �1 1tY1 ;�NI.T 81.25' MAX HEIGHT 1%482 0.825' 81.25' 1/Alt 0A F1Wt2 Waff •875' 111! .875' TYP. ae25' 80' YAX OA AVM. HEIGHT 80' i11% 0A PANEL• HEIGHT 74.8' MAK. 0A FRAM NON -- 38.825 YAK. OAT � OA W /ASTRAON PANEL WM 37.78' 1148. 0A FRAIK WIN 38' MAIL OA PATEL ROTA II IHO ®® CI ACTIVE v • gin pen, OUIS*1MG IMPACT UMW 0017 8125' 178 FiLOItE Miff 6.75' 80' MAX OA PAIET. OMIT 8125' MOTT DA 80' 6WI 0A PANEI. HEWN 0.75' Wt, war 11a;id.ug QOea ArraPUm :140 r.rri� 107' WAX OA. FRAIN 11011f1 .725' 75' NULL *825' MAX OA 8411 1711. �'YAXOA ema WARTIME PAta WW1 t 1'tto8 POW. P. 8. No. 41323 PM UP 1535 Owing M444. 19264 025 Roam" 112062 32955 ieNx 049112124 of rwoeeam x6 2119110 B' iwc. 0A DLO. 61125' MNL 0A OLO. HSCOIT ELM OUSITIN0 IMPACT 19.5' MAX 0A MUTE FRAME MOT 14'INL PAI011 10004 6' INK OA 0. 81.129' MAX 0.4. DLO. 118100' 11111 72C IMPACT Prepmed OA PTO, LLC Phanto 321-690-1788 Fee 321 -880 -1789 hfl PROM NW S -2104 1 9 emu 1.50 MIN. 0.25° EMR A M� •. �A� �X�. 81.25 MAK FRAME HEW Eft CMS'S MEM . I Je .• R • ore l'At. 1.78° MIN PANEL THK Q 7I r 1.75 MIN EE DETAIL 71` ON SHEET 5 SEE NOTE 9 ON SHY. 80.0 MAX O.A. PANEL HEIGHT .825 MASONRY RETE/ BY OTHERS 0.25 MAX. SHIM 81.25 MAX. FRAME HEIGHT 1.25 MIN EMB. 1.80 MdV. a DETAIL 7 ON SHEET 5 SEE NOTE 6 ON SHT. 4 SEE NOTE ON SHT. 4 SEE NOTE ON SHT. SEE NOTE 8 ON SHT. 4 SEE NOTE 8 ON SHi. 4 1.75° MIN PANEL THK. 0.125 MIN. GLASS THK WENN SEE GLAZING SHEET 77 CONCRETE/ MASONRY BY OTHERS EE DETAIL 7 ON SHEET 5 IRE ERTTCAL_CRGS.s SECTION SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON S 4 80.0 MAIL PANEL HEIGHT MASONRY BY OTHERS i17„ •: =:: rr; !1i,1 7;73' l IS T07iJ♦ _ ,u L1♦1 = .rY - 'ltill�•Zi "lX�i JAIME o I = I) 1L;b 1 .: "7T7a one 1� M •I I Iea Eno l / ��I. ',alum!! J J:_L{Al1A111): te <F_l �� � _ i[ ) EIiy, I•:•• ,7' •A 7f:_ -'.)( '11 E1_1 - J, l�?Li�":� [FA r I e.'lr �iF lF Zw!*l�= u�l . _� [I) [: 1 IV! ET11111.7. iur5V-QA11 MIME [:11171 z.. Li! �7F1 ' ' I0 - .11 U1aZlf: 11 2:7 11 INITa 'ice opal rlir11 T- Y : 1 3- WTI r1�TTF3l TE j MUTT._; Iva 7 11:.) !'.1 :3: Y m l EFTA I E7LY rr LA iN i =�t� ;AIL 7111E Ira :.i., TIFEJlidlad.. =43TT&V.7 (X'Ca• 1TI I f ?f!4011 E31 ty i= t �� JC' ©13i8'=Z7(L3'>C� gain [,A4 " — /FM 15:117 IrglIZ!.W.Z.t" .!mot "� ,__ +::3t' LIEiri1 :?� _,?� 1E=11 er AMMO • 1107111r ia[- i 7 17 1 iT.,ri l Ina 11111=1= •11 Tr L'.u_41. LIF rEZ..�[ili iR>r `T<i' ��ILi7fI:? ; lul 7�'! -11111 E311r IL111T JE ET �... ,37Lif % a lilll a ?_ 1E1 12z• . 1.11 F.yi..a1.•u, t ∎=/.r! t1. ExT= Band ,, s0e9a Acaapmaaa Id Divlaiaa aft B le 6pd7�d� aur as MO *26 NPR Owilam r • adirdasils r;0. MS 'PAW' LLO PM= 321 - P 1788 Fax 321-690 -1789 PRODUCT RESVERD se eamplying with the Florida Balla* Cads Ameptase Data Id M+ 9 -11-01 taw tett NTs Al Sfl. 9R S. SAFFELL. S-2104 SKIT - g - or !..- . • .. . . • " * . • illillivoi '. . 1 , I . . /' /../- , .. * .. '. . • '-'. . .. . ,••• 4,7105IF • SEE ME 4 ON Siff. 4 f' A. 4 J o.25 • 14x 1.50" MN. iff OTHERS 1.75" MIN PANEL IHK NE NNE ON Se 4 SEE OEPM. 5 ON SHEET 5 • *T EJ ok OA 4 SEE DETML 1 ON MIS slay ONTJEDob Italk 0..62 • ,1 . - j• '4•11.1.!<.■ re''' 11.1 ML PAR mic. SEE OETIK 5 El SMELT 5 1114 1111 I SW 4 c 11111 SEE NOT SKIM 025" Mt EWE/ SE NOTE 7 ON 917. 4 Atm mow EVE (2) TEM; (1 BE0 &V 2 4 x 9.0' LG. AT R) / & BOTTOM DMZ \ • PRODUCT REVISED ••.. ...0 ea cm:4in; with tko Rod* BeildioN Coda TO W NAITM208117 Expiration Aozrxence No 2 24 NO7 WIN THS WEN FOR CURRY. , 4y7 0) Edo & FINN, P. e No. 41$23 I lootr Pr‘t a WN RR OWN* ftssimeos aria KC Lit Row S21-010-1788 fax 321-6904789 PRODUCT REVISED os camplyin& wild= Ralf& Building Code &avarice Pio Expinaton Dom CONCRETE/ INSOARt• BY OTHERS oo •1:? • '1ii2 W11 i 'ih`rA 1.75' MBL PANFJ. THE. • 3ff'T PRODUCT REVISED ea complying with Om Mad* Banding Awep�wNo0 • t..1 COB .. CAM 8-11 -0i MD XT.& ONO. PIO am ma tat S SAFFELL ® SEE MOTE 4 ONSR.4 SEE NOTE 3 ON 9R: —SEE 01A2163 DETA% SHEET 7 9E NOTE 8 ON 5111 4 0.78 1101E 3 ONSFE SEE OEGL 5 ON SHEET 5 4' Iiil.�t0 1. sop a. FOR MI Al DE /10 x 1' PM swat ATTAcmNO TIE 910ERYU. ASTRAGAL 1Q THE 914OiNF DOOR !S AS iOIl.065: FROMI n E TOP :CNN & TIE BOTTOM OPi 1.0 2.8', 4.0'..5.5; 13.0; 180 M.2t0`' 2. SPACER; FOR MN 123 THE /B x 1 1/2' PIASpO IS AS FOLLOWS; Dr dt R0TT 1ElIIVONTALLY. S W1 I PA Nf1. : 10' OT FROM OM COINER O41)6. S �1fa ' nE ' SI DE I FHE'PANELSe'3.0'. 13:4 28.0, AO: 5.2.0* a 83.0'. 3. 41341 FGR REM J1 114E 18QF x 3/4 EEO 1804 4141 AMISS T16 WPM I .101H $1I* 11E :$ID RRi /0 114E i&TA 2.1' BRAD 11641 Md. AEG ifE MUW!ON. 1'0 TTff NIXON BAR YERT AFl FCC TOP b 8011104 NORI70NT4f►1' (FOR iWP 3/8' 0 AR1FR 1011 1.25' IN t4T0TF z4ci WEB ROM (1) NA6. 1119F or ORE - x. YER1tGW.Y 0011. ,j/8' OIIAR ER ROM di 881L014 CAPS 1.2i' FROM EACH EAR.5 581 80RE Y - ,'ACED ON DE 4. MEN ATGOf6NG THE STRIKE ME TO 114E JAMB AND BUG!( ME REM 125, A 18 r 2 1/Y PFH WOOD saes. We ATMORE Tiff STRWWE P1ATE 10 THE .IW0 AND SJEEL11E JAMB AT THE MUWDII USE OEM 124,A 18 x 2' PFH WOOD SCORE 5. M66. FOR REM 125 THE 01 x 2 4/2' PFN WOOD ME Ai ODIO THE ASS 10CERER AT 114E MUW IS AS FOLLOWS: SO' NTOM EACH ICBM COMER MIN (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 8. THE 9DFLRE PANEL LS MOND 114T0 DE OEM J4i4 W/ 1181 129 SILICONE CAUIX ON 1HREE SEES AND 3/8' QUARTER ROUNDS SECURED WRH REM 13f BRAD 1181 NAGS x 3/4' LON& 7. OWEN AWES TIE MOE 10 THE 41 AE AND BUCK USE imp 127, A 110 x 2' PR I SCRIM TWAT ATTACHES THE WOE 1 0 THE J A M B AND SMITE J A E 8 A T THE M U W U O N U5E 1 50 4 4 4 , 1 0 x 1 3/4' PFH ROOD SCREW B. SAMOS FOR OEM 149 DE 19 : 1 1/2' &HEW SOW (1RN!(Y LirEFRUE) 6 AS FOLLOWS: NEW 41iEFRA1ff F1011 1117 TOP DOWN VERTICALLY: 3.2 18.0825' 328125 47.5825' & 82825' 51DEU7r LOFERAAE TOP & BOTTOM FROM TiDE LEFT: ME (1) my AT 4.4375'. 9. AI1661.41E COiICREHE/y4gpWRy A167A4AT(ON AN 404)5 OF EQUIVALENT PERFORI W E CHARACIENSIES CAN TE USED Iii AMOK OF WE ARCHRECT 0R ENVIER OF RECORD FOR 1i4 P504607 OF ORTALIAIION. 10. NEE OEM ,51 WIEAI ODTAIPNG 1Nf0 ROW SUBSTRATE AT HEW & JAMBS. USE 11150 125 15e1 5151AIL940 p MANS. USE i181 118 TWEii DEWING 0410 CONCREIE/MM ONRY SUTETIb17E AT MDEUTE 5315 1.80` Mitt EMS SEE NOTE 2 ON SHE 4 e NOTE ON Oft 4 ON MEET 5 0.25* MAX. 9311 Flo . P. p E , ( I � b Q . 413x{ 1636 s. a25 11000. 1100000 is OM Paprol Rom 321-690-1788 Face 321 -890 -1788 OMNI NDa 5-2104 oar 74.8 NAIL OA f1LNff MOTH - SEE DUAL ai DOS +r? 7025 OA FRAME WIDTH lid^ ':• : d,l,. ".(q� e,+,'I ".�;( ,S:!',::IJ; if .15 c -tea ..,: f./x / MIME- nun 8 -11-01 SAO Us ova cm MI cm et S. SAFFQL oiwro Nat S-2104 0.A. FRAME WONT tor MAX O.A. FRAME R10111 SEE DE7X1. 3 ON SHEET 5 DOIMLEMILIEE51DaniACUMMIIGE VIEWED FROM ORER12R SEE OEM 4 ON S11EET -ITYP tr iv= O . 1L cum. e ,roN sifEEr 5 1/ 37.15 Ma 0.4. h FOIE MORI - 1 • 1 BY Mist= Waif 110011 MOUT SB.A1E-2 ANCHOR MAMMA VIEWED F11011 08E Zia & Mom norida P. E. N. 4t3 100 .10 NV= man tem also* atedmilio 110. was SEE DM 4 ON SWEET 5 7.3751 1 .11' 3 PRiliN ell complying with lba Florida Arc:0=c0 Ida g Es Ripamd UC Phone 32/—S0-1788 FO 251-0-1789 PRODUCTREWISLO caragytta whiles Florida Buildb0C00 Mv= No 0 . Data h • 9-11-0t__ isma N.T.S. • 101 AS tra S. &MU ORNIN NOs S-2101 Ismer OM FR SSE PANE yr =VIM CLASS SPAR1ECM FOLt=011 PP5530 Ct3 OIANCLEML.,1 WIT LRE PAVE 1" MEWED 1E10E= MASS LUPOY EU -5007. 0.125" Ma MASS'' 0.125 TEMP. MASS Re* &oa41 3 i � � . s amu dMRrsme ern. am Premed Br • Acme 321-890-1718 Boor 321 - 690-17 theFlofida p mND EsipingtionDals BoYro 'ct�� IXvleion .rr NM 8 -11-01 3 WU Ira ad ae. an s. SAFFEIL ow*+o NO S-2104 war r 1 � OOOR B01J 4 1 N. 12 2401 (0.021' STEEL —" 1.21' ri r 1.87' L -T L j/// 1.00' 1.00' // /% __L JOWLED PONOMOS4 O7 00201 tAID4 SBlE PINE rag LVL 11,875' 0IA VARIES DM TIOADVIPM (&D 18 MER Agin PONOEIOSA PIKE --I r 0813' r' n rii:aa n ac,,: 1013' r 1 ! +.:30 1 ; ;0; h1�. By ill axe --I 1.375 (" ° (91 LING) [+RO cntsdt9BD r 1.71' - ""lerat ims caraplyfag oxt withtito 4.041' O.oe7' 4so. ----) O4". 4'.x O.097 ° f SIa 0.88' Q MTH MD MT ..E. Ne. 41321 new 0 PI sin Waal w.m.m 1111m -1 0.125' %%//.6 a L Li 0 0 1 Prepared EY: P&, LID Row 32I- W0 -17d8 Fax 321-620-1789 Dian 01213 9 -11-01 sane R.LS: 0110. wn JwJ au en s SAFFE L wag 113.3 5-2/04 am $ ah� A &I associates Inc. A pprovcd Rejected, f_, Submit Specified Item This review is only for general conformance with the design concept of the project and genera! compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work of all trades; and for performing all work in a safe an :.at' factor m. to ❑ Approved as Corrertcci ❑ Revise and Resubmit