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WS-08-465 Inspection Worksheet s t22 Miami Shores Village } � rtes _ _ oit».•: } , 10050 N.E. 2nd Avenue Miami Shores, FL . ° Phone: (305)795 -2204 Fax: (305)756 -8972 ..... ............... ............................... ...... IN . . ..:...>:.:...:... «� . .:::::..... Inspection Date: 04/21/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: VALENCIA, ANTONIO Work Classification Window /Door Replacement Job Address: 1180 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060340280 Project: <NONE> Block: Lot: Contractor: THE HOME DEPOT AT HOME SERVICE Phone: 954 - 979 -2137 Building Department Comments Replacement of 3 doors 3 �c Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 81243. CREATED AS REINSPECTION FOR INSP-78040. No adult available for inspection in the house. Permit not available. Recall inspection when an adult can be a Failed available for access to the house for inspection. 4/14/08 CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, April 17, 2008 Page 1 of 2 ns �es�G {:, �. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL to `sue �- �,�,,,� Phone: (305)795 -2204 Fax: (305)756 -8972 .....:...... t1�:be� ..:. Inspection Date: 04!14/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: VALENCIA, ANTONIO Work Classification: Window /Door Replacement Job Address: 1180 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060340280 Project: <NONE> Block: Lot: Contractor: THE HOME DEPOT AT HOME SERVIC Phone: 954 - 979 -2137 Building Department Comments Replacement of 3 doors pPR `� 5 X000 Inspector Comments Passed � l.A) AU Faded 6 4 012,44 P1 ", WA ' t Correction Needed D � �� P n //J Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, April 10, 2008 Page 1 of 2 T Y Inspection Worksheet x Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL AN �:•'' Phone: (305)795 -2204 Fax: (305)756 -8972 ::: i:: i::: i:::::::::::•::::: ir i:. i:. i:. i:. i:. i::•:• i:•: 4: r,•}}: k:•::':}:: 4:::•::•:: 4i:.:•:•:•:: i:•:•: i4:: ij$$:•:•:• Y,•:•:•: k:•:+ i:: : % {::• }:::•: :'•7:•:•:•: ::4:ti ::4:•:•:•:: ......�........... Its :..i:•:�.�a�.'.'.�.k..R.'$: :} Inspection Date: 04/15/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: VALENCIA, ANTONIO Work Classification: Window /Door Replacement Job Address: 1180 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060340280 Project: <NONE> Block: Lot: Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954- 979 -2137 Building Department Comments Replacement of 3 doors Inspector Comments 41 1-S-08. Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, April 14, 2008 Page 2 of 2 s r Inspection Worksheet A # Miami Shores Village } 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 :..... .:..: :.. Inspection Date: 04/17/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: VALENCIA, ANTONIO Work Classification: Window /Door Replacement Job Address: 1180 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060340280 Project: <NONE> Block: Lot: Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954 - 979 -2137 Building Department Comments Replacement of 3 doors Inspector Comments Passed a CREATED AS REINSPECTION FOR INSP 78040. No adult available for inspection in the house. Permit not available. Recall inspection when an adult can be available for access to the house for inspection. 4/14/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, April 15, 2008 Page 2 of 2 y JA P11011- W-1. Miami Shores Village �H' e � � OW"h e� s 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 " Phone: (305)795 - 2204 y °� ri� aab�'' Expiration: 09/201200 Project Address Parcel Number Applicant 1180 NE 97 Street 1132060340280 ANTONIO VALENCIA Miami Shores Village, FL Block: Lot Owner Information Address Phone cell ANTONIO VALENCIA 1180 NE 97 ST MIAMI SHORES FL 33138 -2558 Contractor(s) Phone Cell Phone Valuation: $ 4 , 0 00.00 THE HOME DEPOT AT HOME SERVICI 954 -979 -2137 Total Sq Feet 0 Type of Work: DOORS Available Inspections: No of Openings: 3 Inspection Ty Additional Info: IMPACT r , Final Classification: Residential �; • x �� :. APR 0.4 M VS g� � nr s' UL e mss' .1 V11 Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee $130.00 Payment Type: Scanning Fee $8.00 Technology Fee $3.25 Total: $147.45 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated March 24, 2008 Authorized Signature: Owner / Applicant I Contractor J Agent Date Building Department Copy Monday, March 24, 2008 1 j� cis This Instrume t Pre red By: A _C`rf-br-a Name Ziv�C7.�./ own �n �4,A o+.. - - 7 mot /`jna7! slwr�e5, �L 3 3 3 / .,..... a c-a L'. CI Address /Jd'GO C3 _ ��+ Permit No.Y�� VN � Tax Folio No.J�� now - NOTICE OF COMMENCEMENT -s E STATE O F 1 trlll� �r cr °-. Q M 4 COUNTY OF i n WNW ,., P THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with r:1 LIJ Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. w p V0 �er 9: b < c x iti7 U) t �i C 40 Imo' =` 1 4 • 1. Description of property: (legal descri Eon of p r o p e rty , s if available) ....,, r`a W w �,, P P P Y (eg. p and street addres rr C) a t - / cP © /lr+� •.... � � +:.J � <C CD t CI 7 c� /�-f f q,�r cS�ea� e S� �� 3313d --- ru W <c « -.r 2. General description of improvement: M.w.Q tS� / �+OcilL �epl,� c e. 3 caac /....� c✓mn.� wJN.t+n.n.r r,n..,1_0 R 3. Owner Information t� / �/ ,•*^ a. Name and address: .�.t.i , V l e-, / /!d'� A__E 47 �$ 2 /`7 /q.y� c'Ske i A4 3311 b. Interest In property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. / . a. Name and address: - ! CC /g i� /��r+'N. 1�e�o Ti Z- �q.wn � ,(�(� / b. Phone number. ( 5)9-Yo 6 S&3 0 ,t -5 Aoore_5 5. Surety 4 -144.. ` A , 6A a. Name and address: b. Amount of bond $ c. Phone number 6. Lender a. Name and address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenoes Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration ) date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is a �' r WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, ?v FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ca ® COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r c Signature of Owner or Owner's Authorized Officer/Director Partner/Manager Signatory's Tille/Offlce, ' `" - %7' �'— y v Th dv it Instrument was acknowledged before me this � da of avaar) by k Q cr s 0 6� (name of person) as (type of ority, ...e.g. officer, trustee, attorney in fact) for (name of party on tY LL a behalf of whom instrument was executed). NOTARY POLTC - STATE OF FLORIDA m Qaudla V. COMM Slg furs of Notary Public - State of Florida w , e cC0191D1W011 *DD71M3 Pri Type, or Stamp Commissioned Name of Notary Public ' r EXp1Te5: SEP. 23, 2011 Commission Number BONDEUTHAUAT 11TI6$9AiBLYGCC,INC�_n' n ��� Personally Known _ or Produced Identification 11l Verification Pursuant to Section 92.625. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and at t stated to it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above lot x o- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUI.LDINi`G Permit No. 05 PERT'APPLICATIO MI Master Permit No. FBC 2001 Permit Type (circle) Buildin //�� er�gg-- Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C.fiJ�tt~4 me L�T.�rs ems. Phone # 305'- 61,r 3 o V? Owner's Address :/I gU NA Cit a� State ,:AZ Zip ,33 3 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) /Yo Nj 97 X City Miaami Shores Village County Miami -Dade Zip 3c3 3 g Is Building Historically Designated YES NO Contractor's Company Name Y � y`' ow e' Phone # 9,5—Y— 5 0.334 Contractor's Address .SS aG.2,w City State Zip , %Q.3 3 Qua lifier '£���'XC..Q� State Certificate or, Registration No. /6 ) & 9 ` Certificate of Competency.No. Architect/Engineer's Name (if applicable) Phone # 40 ''� $ Value of Work For this Permit 3 �� T« Square Footage Of Work: Type of Work: i[]Addition OAlteration [INew H Repair/Replace ❑ Demolition Describe Work• �c,,.�,,J Submittal Fee $ Permit Fee $ D ✓ • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ yy • AGE Total Fee Now Due $ 1 L (Continued on opposite side) APR 0 4 2008 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 w 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 $2500, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs., seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be a pr a reinspection fee will be charged Signature Signa -- - Owner or Agent Contractor The fore oing instrument was ackno ledged before me this 0 The foregoing instrument W as acknowledged before me thi day ofz 20C, by Q day of 2 by Cuor"a ryL4 tt1 wh is perso ally own to me or who has produced who is pe rsonalIv know to me or who has produced Lit 0 As identification and who di as identification and who did take an oath. N ARY P IC: NOTARY PUBLIC:' _ �) � �1 Slgn: max/ bWCJ/ G� S.i R le� Vd1LLIhIV1 it. t r . r Print: 4� pmt QO r EXPIRES: Mar^h 23, 2009 r ' ��.a uo+c n erwriters My Commission Expires: MY Commission Expire ae &at do Sr ac* 9 ricic$ 9 rdrYsir &aF & ka'r4ck #;f'�e�4e3rAr �r4iY 3r4e3r4rdrkSedr�r9r4cArFt9rie 9 nRdeair8rdr4eirFdFarAa�Ac3rAr3rsfr4r &ieY3rdnY k4rie9rRrBn49e3r3c sYAr &ak Sr9eae nYnY Y APPLICATION APPROVED BY: Plans Examiner Engineer chc 45t13/03 Zoning rropeny imormatnon tcepon rage 1 or i z My Home MIAMI -DADE MM _:-� Property Information Report Summary Details: Folio No.: 11-3206-034-0280 Property: 1180 NE 97 ST Mailing Address: ANTONIO V VALENCIA &W KAREN 1180 NE 97 ST MIAMI SHORES FL� 33138 -2558 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,255 Lot Size: 7,875 SO FT Year Built: 1949 Legal Description: MIAMI SHORES SEC 8 PB 14 -33 LOT 3 BLK 181 & E25FT LOT 2 BLK 181 PER PB 43 -51 LOT SIZE IRREGULAR OR 16797 -3908 0595 1 Sale Information: Sale O/R: 16797 -3908 Sale Date: 511995 Sale Amount $160,000 Assessment Information: Year 2007 2006 Land Value: $274,834 $218,543 Building Value: $222,802 $172,064 Market Value: $497,636 $390,607 Assessed Value: $134,596 $131,314 Homestead Exemption: $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $109,596 $106,314 jCiose window] I'Click here to Print] This report was created on 2/4/2008 2:20:40 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome/proptext_print .asp ?folio= 1132060340280 &cmd = 2/4/2008 co ni • i i t t �t si i - c•a � c :"'J t t /� (( p /� j g �jj/� ��iOM! } : . \ � - �l.. • 111 t � t • i ���� ► 1 Y�.� J d� c • s a - t ��� • • i � � . t 6n j7 1�m•.. 14 't'oi1 ids L !�1 CD Ln CZ) !7 .t • i �_� _ ••• •• v, S ' • I •• • •• -� • • CD C2 • l ci ,7fr�v ••••• • W LL. LL A::3 •t •• •• •••• • in :00000 0 00 00:0 93- air► N "`"': �• ' )) —.t_. � •• ••�, t •i••• L *•�•••: N N • H �� y • s • , i 1 /p1 • 0 • , co CM OD .4 . '. �•—� LLI x O LL. i••/ ! . i 0512212007 - 10:19am jaclynr F:103 ElemwWl0 Lood)ngi11 CalculatorsrASCE 7- 02LFLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 WIND VELOCTY =146 MPH MRH =0 -60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' S E NOTES INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: FOR ALT Kd PRESSURES (PS -Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS Mean DESIGN Roof PRESSURES (Sq Ft) Roof TributanArea (Sg Ft) DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. r URES USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Hel 15 20 1 25 30 1 35 40: 45 1 5o Height 10 1 15 20 25 30 35 40 1 45 50 2. FOR SITUATIONS THAT REQUIRE.Kd =1.0 TABLE VALUES ARE UNDER - DESIGNED BY A -50.4 X492 - 48.3 - 47.6 .47.1 -46.6 -482. - 45,9 - 46.6 - 622 - 59.8 - 58.0 -56.7 -55.6 - 54.6 -53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 0 -15 ft / 0 -15 ft 5 +45.2 +44.4 +43.7 +43.1 +42.7 +423 +41.9 +41.6 3. USE OF TABLES VALID ONLY FOR' BUILDINGS LESS THAN 60' ROOF HEIGHT. o t46. +45.2 +44,4 +43.7 +431 +427 +42,3 '+41.$ +41,6 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 -51.1 49.8 - 49.0 -48.3 - 47.7 -474. . 46.8 -46.5 46.2+++ -63.1 - 60.6 - 58.8 - 57.5 -56.3 -55.4 - 54.6 -53.9 -53.2 SHALL BE PERFORMED BY AN ENGINEER AS ASITE SPECIFIC CONDITION. 16ft +471 +45.9 +46.0 +44.3 +43.7 +43.3'''+429 +42.5 +422'' , 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.8 +42.5 +422 S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 452.4 -51.1 -502 49.5 - 48.9 - 48.4 -48.0 - 47.7 . 47.3 -64.6 - 62.1 - 60.3 -58.9 - 57.8 -56.8 -55.9 -552 -54.5 CANNOT BE IDENTIFIED, USE THE PEAK =ROOF HEIGHT. 18 ft 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +4$ 2 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 ASSUMPTION. 53.5 -522 - 51.3 - 50.6 -50.0 -49.5 49.1: -48.7 -48.4 - 66.1 . 63.5 -61.6 - 60.2 - 59.0 - 58.1 - 57.2 -56.4 -55.8 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR 20 ft +49.4 +48.1 +47.1 +46,4 +45.8 +45.3 +44.9 +44.5 +44.2 20 ff +49,4 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9 +44,5 +44,2 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY -AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -54.6 - 53.3 -52A - 51.6 - 51.0 -50.6 -50.1 -49.7 -49.4 - 67.4 - 64.8 - 62.9 -61A -60.2 -692 -58.4 -57.6 -66.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL 22 ft +50.4 +49,0 +48,1 +47.4 +46.8 +46 3 +45.8 +45.4 +45.1 22 ft +50.4 +48.0 +48.1 +47.4 +qg,g +q6,3 +45.8 +45.4 +45,1 OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL - 55.6 -54.3 -53.3 - 526 -52.0 - 51.5 -51.0 - 50.6 - 50.3 -68.7 - 66.0 -64.1 - 626 - 61.4 -60.3 -59.4 .58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 24 ft +51.3 +49.8 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49.9 +49,0 +48.2 +47.6 +47,1 +46.7 +46,3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. .8 552 -542 - 535 52.9 523 51.9 51.5 51.1 69.8 67.1 651 -63.8 824 61,4. 60,4 59.6 58.9 8 IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 28 ft 58 62.2 +50.8 +49.8 +49.1 +48.4 +47.9 447.5 +47.1 +46,7 28 ft +52.2 +50.8 +48.8 +49.1 448.4 +47.9 '+47.5 +47.1 +46.7 CON THE MOR CRITICAL (EXT ERIOR) ZONE. 28ft -57.5 - 56.1 55.1 54.3 - 53.7 532 52.7 -52.3 51.9 28ft - 70.9 -682 - 66.2 -64.6 -63.4 -W-3 61.4 -60.6 •59.8 MUNICIPALITY IN ACCORDANCE GA CODE. FOR USE AS REQUIRED BY THE LOCAL 53 +.0 +51.6 +50.6 +49.8 +492 448.7 +482 +47.8 +47.4 +53.0 +51.6 +50.6 +49.8 +49.2 44&r +462 +47.8 +47.4 58.3 - 56.9 55.9 55.1 54.5 53.9 53.6 53.1 -527 - 72.0 -692 -67.1 -65.8 64.3 - 63;2' - 62.3 - 61.5 -60.7 GENERAL NOTES: 30 ft +53 8 +523 +51.3 +50.8 +48.8 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 448.9 +4$4 44&9 448.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE DRAWING. THESE TABLES ARE ONLY 59.1 57.7 -58.7 •55.9 55.2 - 54.7 542 53.8 -53.4 -73.0 -70.1 -68.1 -66.5 - 65.2 -6¢ „1; 63.1 -62.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L, BENNARDO, P.E. 32 ft +54 +53.1 +52.0 +51.3 +50.6 +50,1 +49,6 +49.2 +48,8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +60.1' +49.6 +49.2 +48,8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. - 59.9 58A -57.4 -56.6 - 55.8 55.4 - 54.9 54.5 -54.1 -73.9 -71.0 -68.9 -67.3 56.0 54.9 -64.0 -63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +552 +53.7 +527 +51.9 +513 +50.7 +502 +49,g +49.4 34 ft +552 +53.7 +527 +51.9 +513 +50:7 +502 +49.8 +49.4 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 60.6 - 59.1 58.1 - 57.3 56.6 56.1 - 55.6 55.1 54.8 -74.8 -71.9 - 69.8 -68.1 -66.8' 65.7 -64.7 63.9 -63.1 VALUE USE IS OFFERED HEREIN. ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50,8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED -61.3 59.8 58.7 -57.9 57.3 %7 562 55.8 -55.4 -75.7 -727 -70.6 5&9 - 67.6 56.5 - 65.5 - 64.6 -63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ft - 62.0 -60.5 - 59.4 58.6 -57.8 -57.3 - 56.8 -58,4 -56.0 -76.5 -73.5 -71.3 - 69.7 -68.3 - 672 - 66.2 - 65.3 -64.5 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II +57.1 +55.6 -34.5 +53.7 +53.0 +52.5 +52.0 +5:1.5 +51.1 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +520 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR 42 ft 52'6 81'1 80.0 -59.2 -58.5 -57.9 57.4 57.0 -58.6 42 ft -77.3 -742 -721 -70.4 59.0 67.9 88.9 66.0 55.2 1 =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5; : +S2.1 +51.7 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +521 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. .632 51.7 - 60.6 59.7 59.1 5&5 -580 - 57.5 57.1 -78.0 .75.0 -728 -71.1 -69.7 -68.5 - 67.5 -66.6 -65.8 VERIFY USE OF Kd =0.8S'((DIRECTTONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ 44 ft +58.3 +56.7 +55.7 +54,8 +54.1 +53.5: +530. +526 +522 44ft +58.3 +56.7 +55,7 +54.8 +54.1 +53.5 +53.0 +52.8 +522 = HIGH VELOCITY HURRICANE20NE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 83.8 -W-3 - 612 .80.3 59.6 58.0 =68,5 -5&1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 - 692 58.2 - 67.3 -66,5 S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCE* • • 6. NO CERTIFICATION' IS OFFERED FOR THE INTEGRITY OF THE HOSTgI� TUBE. • • • • • �ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +58.1' +527 � +5 &8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +527 7. EXCEPT AS EXPRESSLY PROVIDEDJHEREIN, NO ADDPFIONAL CERIRtICITITONS OR • • • • • -64A - 62.8 - 61.7 - 60.8 - 60.1 59.6 59.0 -5)3.8 58.2 -79.5 -76.3 -74.1 -72 AFFIRMATIONS 4 -71.0 - 69.8 -68.8 - 67.9 87 ARE INTENDED. • .1 � • `� ft +59.4 +57.8 +56.7 +55.8 +55.1 ;+64.5 +54.0, +53.6 +53.1' R ' +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF L.EASTHORIZONTAL DIMENSION OR 40% 0 • • • • • ��� 84.8 83.4 - 82.2 81.4 80.7 80.1 59.5 "59.1 58.7 802 -77.0 -74.8 -73.0 -71.6 -70.4 89.4 88.5 57.8 WHICHEVER IS SMALLER; BUT NOT:LE55 THAN 4% Of HORIZONTAL HEIGHT soft +59.8 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.51+54.0 +53.6 DIMENSION OR 3FT (lm). USE20NE 5 IF AT ALL IN QPNSA WSCONSULT • -73 6 -7 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REI�UIRED. 85 5 63 9 528 61.9 51.2 80.8 80.0 59.6 58.2 80.8 -77.6 -75.4 22 -71.0 69.9 69.0 8&2 • S • • ROOF 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 a a • • • • • EAVE - 66.0 -64A -63.3 -62.4 51.7 - 61.0 -60.5 -60.1 59.6 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 - 69.6 -6'8.7 1 } } t • • • • HEIGHTF • • 54 ft +60,8 +59.2 +56.1 +572 +56.5 +55.9 +55.4 +64.9 +54.5 54ft +60.8 +58.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 • • • • • • • • • • ft - 66.5 -64.9 -63.7 -W-9 - 62.1 61.5 81.0 E 80.1 ft 821 -78 9 -78.8 -74.8 -73.3 -721 -71.0 -70.1 69.3 5 ® I 5 • o • • O • • • • • • 4 • • +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55 8 +54.9 +61.3 +59.7 +56.5 +57.7 +58.9 +56.3 +55.8 +55.3 +54.9 I 8 • ft - 67.5 -65.8 -64.7 53.8 - 63.0 -62.4 51.9 ELEVATION -61.0 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 • • • • O • • •-• • • • • +622 +60,6 +59.4 +58.5 +57.8 +57.1 +56.6 +55.7 +g22 +60,6 +59.4 +58.5 +57.8 +57.11+56.6 + WALL ZONE FIGURES • IS C • a ��• • T REMARKS CL FL KD DATE 2004 FLORIDA BUILDING CODE E; o INRISSUE CL FLB 04 /19/06 ENGII�ILERIN m °z m "•' - ASCE 7 -02, MRH = 0 - 60 FT EXPRESS � mr i DESIGN LOADS FOR 160 SW 12th AVENUE, #106 ^ �z COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 8�- a '.pl N Oo TWSOOLUMISTIEPROMWOPMMLBEW4A =.P.EAN MKLNOTBE O M RFP EDBIWHOL EORPMTMT=ffWfdnENCONBEMOFFRA?aL PH: (954) 354 -0660 FAX: (954) 354 -0443 T O BMAFMP A- ALTERA7M.ADdTIQVS.HGMWTD CROTFM 9 X 2 MTODOOLU ,rAMUMPERwmEON INVX NTEOMCER*r.ATM WWW.ENGEXP.COM 91 CERTOFAUTH ^ 'Z m A FRANK L. BENNARDO, P.E ., IN C. IN INNOVATION . ... ,�• • • pE CbUtSAX, FLORIDA M IAM �DADE ' ' 1V0�DADE FLAGLIIt BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • BUILDING CODE COMPLIANCE OFFICE BCCO) ; • ; •' . ' : MAA, RjR 33130 -1563 PRODUCT CONTROL D"10N ; (305)275 -1941 PA2# (30:"72 -6339 NOTICE OF ACCEPTANCE (NOA) www mida Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard :.' . :' • Klamath Falls, OR 97601 � � � � � • 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 AID (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 AID 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. DES arias 6'8" W/E Outswing Opaque Steel Doors - L.M -w/wo Sidelites--N.I. APPROVAL DO C 'I : wing o. - ; ti ec "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, dazed 09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, 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! Non - Impact Resistant LnWATION: Miami -Dade County Approved Impact Resistant Shutters are required for Double Doors and for 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1211.18 and consists of this page, 1 and evidence page E -1, as well as approval document mentioned above. Th tted documentation was reviewed by Jaime D. Gascon, P.E. ° { NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20,2= Pagel •• •• • • • •• •• • • • • • • • • • • • Jeld -Wen, Inc. (OR) : • ' • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 0 • 1. Manufacturer's die drawings and sections. ' 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact t Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sid81'ita ; skiefts,1�Q of 8, dated 09 /11/2001 with revision D dated 07/11/2007, p;ej;;d:b j PJC, LLC &ted 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS j 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 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. 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) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02- 1211.18, issued to Jeld -Wen, Inc. (OR) for their Series "Outswing Opaque Wood Edge Steel Door Up to 107 1 'x 6' -8" Units ", approved on 01/30/2003 and expiring on 08/15/2007. Jal me D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 E -1 74.5' WX OA FRAME 14M 70.2r MAX OA FRAME IMIDiH JELBr VEN@ Steel 878 TrP. 126• 75• 75' A . 7W. SMEL MAX OA PROnocr nsED 38.826' MAX OA TYP lfE FRS Cob PANEL WIN �' WX OA .875 38' WX OA 14' WX OA A!s No :ce - 04 M"11wpaw PAGPABMM PANEL WIODI TY. PAR WN � PANEL fIADTM R � 9 tAIPACfDADRf1A9i8NlMAN7RAOUF W /ASiRACN. P A; ;:a.o ProdaUCoMm1 ® ® ® GENOUL ® ® INv�sion DIAL A� 1. M PRODUCT 1S DESf�IEO M COMY WIN IW 2004 FLOW BIAIM �Ab1M AM B' AM CME 9flM220�� ) AND HM Yam W . 80 ' O a 2. tin t B�wM 8E mom PROPERLY M TRANM OVA, 83 t28' C; m M PC PANEL PAW 3. PROW AhL M SNN.L BE AS FASTED AM SF= PER ANCHOR LOCATION tfElGlfT f�JOfl1 AM T � MOM AAR S AW" TO MUM SELL BE (MALL ® ® OA � 4. �1 ON THIS %W FOR t PRWM RATOM 8f 8 Fir MAX fik 5. IM PRO0 a 8FM THE WATER RE 1r8 FOR WW ZONM SEE OA • OA • � THE MM PRESSURE CMARF BELOW. FRA6fE FRW ,w's 8 SERI REOIARE Mb1Mt -MW APPROVED WACi RESISW how FrOpfT � 01 7. MYNA -DADS APPROVED OAPACT• RESLSTAMT MITERS ARE REQUIRED MR M 0XO W ANA de XX C TKK BUT wr ON 01G X U gill tul T a SdDE W ARE AM 0PWM AW OW BE USED IN A SIMME OR DOME OUBM Ma CMFVJKM a ' o.Bas' 75 kv 90= VOW FRW oA rrrry amp ae26• 37.76' MAX OA our r LW 107* MAX OA ! WIDTH � 878' 128" .7s• MUlt. Mr MAX OA E 24 go. { mwnaxn 6dcta1o9s CaMmd:ed SW A -626 FRMiE WIN TYp BAR TYP. 9DEUiE MW MM 38.825' MAX OA Per ASIM 820 rtth average mtnbmxrl yhkt 36• MAX OA PANEL NM 38' MAX OA 14' MAX OA ' TYP. aveJ=24800 pet. � r PAAffi. Wd1TM PNtEI. 1WQT11 FY{ PaAMt WIDTH I W /g5CA core bw*d w8h 1.0 to 1 .23 6�s ct t+arxl7 /fi by Ia1 JELD-WEK MC Door Paret . The ac0ve and &ta kc pareds mM from ® ® ® ® ® ® 8' MAX 24GA. (at12o ' rah) goaardxed Meet The fax fops and bot<ortre are bend 80' over ft top and bottom rage. The top LVL rob m 1.V" w& x 1.042' idgh. The steel bottom rd to rag fomrod 0.021.Oantred ACK o OLa �- SW ms�a�a l.87' wide x 121• Mph Dx sMes of ft fte Owd am rag famed onto tho !VL hitch ef2e ast Patderom Pkx hope etBe With WX WIG meaure tons is a m f�.0" fr Is tWed wRh poyayraie The PAiEi. PANEL Fhred Ltts Caret: fie Sash to wfthdW from 24GA (0.020 mb.) 9oa robed HOW MEX81T • �0-44 • se : • The edges of ft taco MW am bad 90' ova the axs 6 A ord Ow to IL The sMefBe ponefe are routed to mcehe Up Lfh 81.28' 8128' • W4 • • • exteribr. Fmm or the apDarot TedAy Light Frames (See 7 for giax(ng MAX Ma •�dfT • • • • i • The As tam are seated w/ OSD 9W9 compound an the F • FR YE � • • • • • • � • Fran CoretraaBon The frowxs am wobveted from Ponderow Ri Jambs FIE W MW • • • • • • • • mea•xhp 1.26' wtde x 4.58 deep. The door and Wdb head • are mofiaed and b df )obxd to "M side oft and attached *0 ( fa • • • • • i • • • 1 • • 2' x 7/16' cram wlie staplm The unk txe a standard bump face go H • • a �! g • • • threahoW meamx&p 4. 041" deep x W WOOL The HnWwd to atta k: Peadco h Uut lame wiM 3 16K 2 x 7 e cam wire -: • rABfEOF00KFEM8 0.826' ' 0.825' o _ < • • ��� wtMC UMACT i)MIr txf • • • I • • 9 -11-01 ••• TABLE f: — _ • • • Mae KM 2 AhIO W OEMN PRESSIRE RATt�-6HDIE 16001 • sh jweebso: 4 A ND X100 B �� • S • 5 V71 AND DETAgS sw 0008 bIr► (X ai< x0. 0 y88.87 70 Fi e s • rpo AV*-N Cf P• - Raft P. L uwco. 41 • ARM AND DETAU 7 tld,BtE 9066 W (A(, M xxa foss aeonwo strsN aa1. aaa +s7 Pe1 -37 Pet F ,,,,,, ft Phaxn 3211 X1788 S-21 8 r/N01t011 arACr S FM o . eo. gem Fec 321- M-1789 SHW _L --L CONCRETr/ am MASONRY CONCRETE 51 51 1 DOOR STEM FACE SHEET 24dA. .020 IN. �mPC p�my� 1.50" By OTHERS 1.50 Ely OTHERS 2 E HEAD FINGER JOINTED POND PINE WOOD guildftcaft MIN. M!N FRAME HINGE JAMB FIN P 2 0.25° EM& :• : °`4: ;': 19 0.25" 8 • �. : fit , , :�" "' `1 t9 4 FRAME LATCH JAMB FINGER JOtMiED PONDEROSA PINE MAX. :. z MAX. z' i e Pmdua SHIM 0 SHIM 2 7 DOOR LATCH VL F 8 BU P ACE M 1 BRAD TRIM NAN 1 X 1 CAP STEEL EE DETAIL 7�'�'� 1t EE DETAIL 7 /' `" 3 11 DOOR TOP ROA LYL ON SHEEP 5 ::: `,: 1 ON SHEET 5 ' : f DOOR HINGE JOINTED NDEROSA PINE �. SEE NOTE 8 31 14 010 z f 314' PFH WOOD SCREW STEEL SEE NOTE 3 LOCK FINGER NTED ON SAT 4 ON SHT. 4 16 3 18 DW T ANCHOR W f t 4 M200 PM WOW MIN. STEEL VJ POLYSTYRENE t.0 to 1 6 d WM BY JELD —WOV FOAM 1.75" MIN 1.75' MIN. 18 NOT USED — ;> PANEL. THK PANEL THK. e _ p, 1 SHIM 0 S AMX. THK. HIGH DENSITY PLASTIC OR 21 400 SERIES STEEL SEE NOTE 2 AM 7 NOT SHOWN STEEL • ,. ON SHT. 4 8 x} 1 2 ODi LITE STEM 4 z 2 PFH SCREW STEEL 0.125" MIN. 4 t0 x f P b ., GLASS THK. 27 1 x 2 PFH mmn SCREW STEM :. 28 N .. 29 SILA07IV CAULK CR LAWREN C SI 80.0' 80.0' GLAZING COMPOUND 8Y 0 SILICONE MAX. 81.25" ° d MAX. MAX. MAX. SEE GAZING MAX. lL. f WA x 3/4 F 3 ROUND. STEM O.A. O ' A ' O A DETAILS. 0•A• 3 ROUND S! STOP. WOW PANEL PANEL 33 C{it H HEIGHT HEIGHT SHEEP 7 HEIGHT S SET 1 BOLT 360 NOT SHOWN STEEL FACE 4GA 0.020 MIN. BY ppG GLASS SEE NOTE 2 3 FR A M E SPARTECH POLYGON PP5530 Cf3 ON SHT. 4 3 TREATED MULLION 3 4 x 4 9 16 z 8 I 40 M IMPERIAL ALU MINUM :,... 4 STRIKE Fq ATE BY -PERAL STEEL 42 YALE KNOB HERITAGE SMU STEEL w • " 1 "'" 38 43 YALE DEADBOL7 HERITAGE SERIES NOT SHOWN • • • St DELITE FRAME HIM, SILL AND FINGER JOINTED • • • • 1 4a PONDEROSA • • SEE NOTE 8 }7 ESA PINE • • ON SAT. 4 9 i :,,' LITE BY TRINITY t 2 Lam POL YPROP. • • • • • i 10 ',• 48 4 2 INSU BY TRIN PAC • • ; SEE NOTE 8 f6 ''<;'. ": 3 4 P. • SEE NOTE 9 ; % : w ON SHT. 4 t INSULATED GLASS AMP SEE ON SHT 4 18 c s } :•: E DETAIL 7 .' A': f NOTE 3 9 LITE FRAME 6 x 1 112' LONG PANHEAD BY TRI • i • • • i • ;;:,:.•; DOW t • 8 12 ON SHEEP 5 �. '� . " ON 31 4 10 W000 I TION SCREW W 1.50 MIN. EM BEDMENT Vm 52 DOOR LATCH STRIKE PLATE • • •• • LATC DEAD ROLT STROM PLATE •• • .825' :'a :.'. • • • ':. ' • : ., .... :..., •.....::• : s • lReparca 9v ... • se" ALT., 1 . 34 ' • 1.75" CONCRETE/ 1.25' 75 50' MIAS,,I C MASONRY / �/� • • caeo an MIN. MIN. EL?G 1ST. SlNRY MIN. MIN. EDGE OIS7 BY OTHERS r�6in�� • • • cm en 9 SAFFELE EMB. BY ERS EMB. & •. �e • /� VERTICAL CROSS SECTION \' ERTICAL CROSS SECTION Fl0 .41 1 5 A E No. Suft FTC. LLC • • • OHIO 204 NTH H LO A SI � ft rya fwrtdo axes Phone 321 -690 -1788 ►as crm.aa a a wa Fax: 32t- 890 —}789 PRODucrpjwL%o ffi«,piyh*«nma•m� SEE O W.4 19 0 4 5 7 i 15 214 s4 13 s 5 8 3 0 } s 2 os� 7 u .04 $x Dmo 0 BY Canwt . f v ivisio �+ 1.75' AM {� a PANEL TW < ld .. lo • a a ��\ 51 10 � 1 1 1 } 10 5 / / /// '► n = .. • SEE OETA9. $ SEE DETAIL $� WlS0f92Y ON SHEET 5 . on OH SHEET $ BY OTHER5 0.2s• MO. / HOR1Z NTAL S C o." ORIZ CVO 0• A" s - s J HN T 8 C 1 By 8 OTHERS SEE MOTE 1` ON SHT. 4 ASTRAGAL THROW BOUTS (2) TOTAL; (1 EACH) 1 15 1 7 40 5 7 f 15 21 4 34 0.31' OD1 x 9.0' LG. AT TOP & BOTT�1 ti A QJJyE /_. • • f • ••• SEE NOTE f • • • • • 1 SHE 4 2 • • • • • • • • •• 6 21 .e j j/ • • 0 ASTRAGAL T •. • • MA PANEL THK \\ / NOTE- IU 24 NOT SHOWN 7M. • •' • • � • • • • • VIEW FOR CLARITY • • • • • • • • • ••i• SEE OETAl • • • SEE MM 4 ON SHE 4 1 f0 1 f +� •••• sro a ftl�4ia� � ��tL • � • SWELL HORIZONTAL CR SS SECTION P. c N0• wua A l t Flw�de vno,,. 19L-1798 S-a104 revt o■•aau er �mp�men �•. ms F= 321-690-1739 or 8 3 SEE NOTE 4 444 G) 4 7 5 Tl 15 21 4 34 5 8 ON SHL 4 13 6 3 9 2 44 14 PRODUC ON SHE. 4 ,g with dw MOMS Building Code 4 382 3 gy SEE NOTE 3 Miand Conuad ON SHT. 4 31 1.75. 3 1 ntvWm PANEL THK. 3 sEE 3 /. 10 \. • SEE NOTE a DETAILS, ShW 7 /�% \\ 10 EE sNr a j% ��� o N sin a SEE NOTE 6 9 /// \�� 2 SE NOTE 4 5 1 1 1 f /%� \� ON � 4 6 ON SHT. 4 SEE DETAB 5� SEE DETAIL 5 ON SHEET 5 0.75' 39 ON SHEET 5 39 0.75' DETAILS, SH L " ZONTAL CROSS SE N HORIZONTAL CROSS CTIOW A 7 A7 SIMT 1. SPACM 3 FOR fU 126 THE 110 x 1' PFH SCREWS ATTACHING THE I WERAL ASTRAGAL TO THE INACTIVE Dot 6 �, 5 19 20 4 31 ON SHT. 4 3 z AS FOLOWS: FROM THE TOP DOW & IT# BOTTOM ttP 1.0 , 2.5 , 4.0 , 5.5. 13.0 , 1 &0' & 26.0' OTHERS 2. SPACING FOR OR 123 THE IS x 1 112' PLASM LS AS FOLLOWS SEE G AZWG TOP &, BWft KGRODHIALLY , S nF PAS 10' IN FRO EACH CORNER 3 38 4 DETAG.S SHEET 7 ON THE SIDES. VERTTC Y FOR THE SIDEUIE PANELS' IV, 110. 2&0', 39.0 , 510' do 810 3. SPACNG FOR ITEM 131 THE 160A x 314' M TRIM Na ATTACHING THE QUARTER ROUND TO THE SIDELRE AND ITEM 19 THE 16GA. X I' BRAD TRIM NAIL ATTA W THE MULLION GIP TO THE W WON BAR VER=LLY, 5 AS 0.125' MIN • � EXTERIOR • • • • FOLLOWS TOP & B07TOM HORJZONTALY ffOR THE .j/8 OUARIER R01Ad01: 125' DI FTTOAI EACH COIWER Wl1H . •� . � GLASS THUG • • (1) NAIL 18D -SPAN. • • • • • ON 1HE SIDES jamly 1.25' FROM EACH END & SIX MORE •• ` . ' s a • • • EQUALLY SPACED ON THE . " • • 4. WHEN ATTACIU� THE STTBtfE PLATE TO THE JAMB AND BUG( USE fa 125, A 18 x 2 112' PFH WOOD SCREW! • • • INTERIOR • • • • WEN ATTACHING THE SRHfE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITIN 124, A I S x 2' • \� • • • • • • • • • PFH WOW SCREW • •.. '• �\ • • • 5. SPACING FOR REM 125 THE j8 x 2 112' PM WOOD SCREWS ATTACIM THE JAMBS TOGE►NER AT THE MULLION, ° ° e.• SEE NOTE 2 • • • • • • • • • • ^ • • IS AS FOLLOWS: &0' FROM EAGf VFRTICAI. CORNER WS (4) MORE SCREWS EQUALLY SPACED ON DIE FIELD, • • & THE SIDE IN PANEL LS SECURED INTO M SIDELITE JAMB W/ ITEM 129 MME CAULK ON THREE SIDES AND a .' \ ON SHT. 4 H RIZ AL C • • • • o E{ g ^ • • 318' QUARTER ROUNDS SECURED MIN REM 131 BRAD TRIM NAILS x 314" LOW& ��� SEE NOTE 6 AT • • • • • " o • • • 7. WMW ATIACHING THE HINGE TO THE JAMB AND BUCK USE REM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING °•' 29 ON SHL 4 • • • s t • • THE HINGE TO THE JAMB AND SIMM JAMB AT THE WWON USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW + � t� 9 -11 -01 • & SPACING FOR IU 149 THE 18 x 1 1/2' PANIM SCREW (TRINV UTEFRAME) IS AS FOLLOWS: ►, SEE' DETAIL 5 • • 4, • • • • J� J,�AME FROM THE TOP DOWN VLRTiCNI 3.25 , 1 &0625. 32.8125 , 47.5625' & 62.825'. � ' • ON SHEET 5 "L pmp� gy • • FL'LS. • SIDELRE LREFRAW TOP & BOTTOM. FROM THE LFFT: ONE (1) SCREW AT 4.4375'. ' °. • JWJ • • • • • 9. ALTERNATE C°NGtETE/MASOFIRY INSTALLATION ANCHORS OF EQUIVALENT POMM44NCE CHARACTERISTICS GIN °' s ' l P (� • + x sAFFttI • USED UPGd APPROVAL OF THE ARMECT OR ENGINEER OF REC RD FOR THE PROJECT OF 1NSTALLATIOFL s • rut 1& USE REM 151 *0 JNS7ALLING WO WOOD SUBSTRATE AT HEAD &JAMS. USE ITEM 125 WHEN INSTALLING INTO � am ' 1 4� C25 Pm Uc S-2104 MULLIONS. USE REM 118 WHEN 61STALLIMG INTO CONCW0ASONRY SUBSTRATE AT SIDEUTE SILLS. �krd� ftaWe seoaa Pharr -1 - 890 -- rep[ aurae: aT auu uaenen re s Ftw 321- 690 -1789 T --4- CF-L 74.5' MAIL OA FRAME MM 70.28' MAX OA F&W MODTH PRODUCTRHVMW r -I--, SLE DET, 2 as complying wk6 ttm Ftaide ON TF84 SM. r A—F smidiug N No um P �� ?�i, SEE OETA 4 4.5' TYP. • 9' TYP. DfVWW ) wkPtadidcM*d 9' TYP ON 7FNS SNT. r flP 8 , T 8' TYP 8.58• 6+ D 12.5' 3' . 3' tY -� 1yP P. TYP 3' M. 1 �� SEE' OETiI 4 �` i I�"1 L 6 � �- DN TFT15 sH,: S s 6 TIP. 1 I 1 l 1 l t 1_ 7.375' — — — 7.3W ' �+ 5 S � TYR TYP TYP. _ 31' SEE NOTE 5 '- 3t' tF- OM S1ffFT 4 5 SPACES SPACES 0 13.85' 0 13855 SEE MAIL 8 SEE OEM 5 8 ON Tw SHf. -» 8125" � ON TM SHT. — AMX OA OA FRAW x NEW = 31' _ 31' L 36 825' 16 36.625' f T 8 L 7W. ][ � _ TYP. a 7w. F' �7' TYP r TIP. �--� I f 2 3 TYP. �' I e • • • SEE DE x 3 ; • • • • MU RE D" qq WA tms A OCi a f S1FK2E DOOR WrtH S1DELl7ES 1�R LOC4Tt0�5 1 1 • \ • ; .: • Y83Im IR I I • t8 S • •s • • ••• • i 8 14 SEE NOTE S E E KM 10 SFtEET 4 �• • • • i • • • • • 7 SHEET 4 / ^ E! �••• COUNTERSW F? SON AWOe • ^ • •: • a • • t 1 6 6 550 I I 4 550' I I 242 • •• aaE� 9 -11-01 •••• 41 1 1 SEE ROTE • PreParod By • saa• • NTs • I 4 SHEET 4 AI3 S � • •••• PM UC Erb & NWM , • i 5 5 no"* P. 6 Nw 41327 • DETAIL 2 — 0 NERD JAMB MAN, 3 — ® 71 .D ASTRAGAL. STRAFE PLATE ASTRAGAL STRKE FATE HWGES & DOOR STRIKE FNA ASTRAGAL STR80 JAtAB s tmma.ao. r ae PhD= 321-690—t788 S-2iO4 cane o.eae.a a waae as Far 321 —M -1789 t . OF JL PRODUCT Wrmsw w cwM)lyiva WA the vhwma I-- ---107' MAX as INWH -- - ----� . 0000.... 0000..... . •� SEE DETAIL 2 M SHEET 5 4.5' TYP. 1 &4t' TM. 3" ]YP. 9" TYP. 13.41" TYP. 6' lY1? 8' TYP. T Y —1 f-- 3' TYP. 3" TYP L 8' TYP. 73r- 5 SPACES 0 13.85' 81.25' WAX. OA FRMIE HEIGHT ON SHEET 5 8' TYP. 5 SPACES 0 13.85 81.25" MAX 0.a T - FWA NOW 5.50' SEE DM 4 ON SHEET 5 d l ilt fps mi 0000.. 0000 �7 0000.. : 0000 . r It i EI �' • r � '..' 0 IE ON SHEET 5 8' TYP. 5 SPACES 0 13.85 81.25" MAX 0.a T - FWA NOW 5.50' SEE DM 4 ON SHEET 5 d l ilt fps mi r37 —� 0000.. 0000 0000.. : 0000 . r It �' • r � '..' 0 Phase: 3211788 0 r37 —� .onucrt�� m code Use 1 50 No 7 TaE p lants M�iEXTERIOR 12 5' mw. GEASS HICIO�M 0.50` INTERIOR GLASS BITE 1 9 50 9 4 SEE NOTE 2 SO 2 EXTERIOR ON SHT. 4 m ODl LITE 4Z ME AIL E PANE GLASS Tw. 0.125 0.22PACE bxi3 TEMPERED GLASS�� SPARTECH P01TT21M Pp= C13 0.125 TEMP. 0.50 .25" x .50" GLASS INTERIOR GLASS INTEROE 7 WE STEEL SPACER 4 SEE NOT 8 50 4 9 16 1 29 2 48 ON SHT. 4 EXTERIOR GIAZM MM 2 0.125 TTd. TOM GTE FNAME • 1/2" XUATED Ta GLASS • • GLASS LUPOY ELI-5007 • • • • •. • GLASS T39L 0.75' AIR SPACE V • •... • •. • • 0.125" TEMP. ...:.. • 75" x .50" INTERCEPT GLASS .... ... INTERIOR �- 0.50" STEEL SPACER • • i • • g • GLASS • .. • • • • BITE ••••.• • 4 . ^ Og •.• 50 4 49 SEE NOTE 8 • • • • cam s ON SH1: 4 nui 9-it-OT GLAZWO • • TRW LITER •� on m JN1i • .:. 1" NSVLAIED TEMPEW GLASS P V. 6 � �A K� • ro IELL i ft ® law see cm me, TLC • • • • • • 5 -2104 • • Fioe4a 32M Phw VI ME C a MOWN ft xU Fac 321- 690 -1780 • • L �� 1.67* 1.67' 1.67* 1.67 4.5625 [-- 2. }9' 121• a T 0.75* 1.042* By 1.00 • MM 1.00* 1.25* r,, d I . I t I L 0.50• — T D" amm STM MR HW - T 24G4 (0.020 JOWED ONDOM MW U MH 2 3 WM @ FPW P pff WWD (D LA LW J F#W OPM 4 44 M PONDEROSA Pff id OL513 1.013 1.645* 0.53 i . . . . . nj7 - T 0.14' 1.75• -4 1. 1W 5 0.53• 2M. 2. 2.62* O CORM 62 CDMPREM SM BOTM SMGa a-WH M &W Aff it 3.0' LM 1.50 I 1.25, 0.8r .M* * 0.46* 0375' ---J r T- --1 0.62' 0 T T T 0 1.75* 1.74* 0.6r pw LOW � 1H ASIP" HAS TWO 0.3125' 2.50' o 7 0 lt4* 1.01 T- , Mk x 9 LONG WLM- 0 1.375- L 0 1.02' 1 ON TOP. I ON WTMM � tize 0 OAr -4 4=' ASTMAL ME PLATE DOOR LATCH SME PLAX DOOR LATCH (WMk 0. ST= 125- @ snn @W9 STRIKE srM 11.875 1.71* — A VARMS W17H HARDWARE USED 4 . 04 1' X-k OUTSWNG STANM FACE AM MUDED • 4.00' MM WO HFPWV Mum • W INSERT. MT AW Soo**: WOOD LOCK 25 M LLC S-2104 • SRM JON= PONDEROSA PINE Am 321-690-1788 9 • Fsre No OM M MI. ' ppyy . O . f JJJ�� • . . ���ec� �9.a �'i®�fri5 1 `�. 0 0 0: 0 • MIAMhDiADE // • 0 000 0 • • • ••• . . . . . . •• . • . • . • .. .. . •MSAMI -1 :AD4 ZP6*C*I +vORWA • METRO -DfflE FMGLER BUIb1SING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • MIANII, FLORIDA 33130 -1563 (3�5 }37.5 =29t)s • .FVT 3Q0 S75 -2908 NOTICE OF ACCEPTANCE (NOA) •0 : wpb it Reo ' e.com Jeld - Wen 3250 Lakeport Blvd. 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. N 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 eries , 6-8" Outswing" t e e l Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision °B" 04/08/06, signed and sealed by James J. Dobrowski, 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 evidences page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 01 NOA No 05- 1215.01 Y �'�� Expiration Date: May 25, 2011 y S oe Approval Date: May 25, 2006 Page 1 V • • • • • • • • • • ••• • • Jeld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE�SU13• •� A. DRAWINGS L Manufacturer's parts and sections drawings. ♦ ♦ •' • • • • • 2. Drawing No "JW0509- 03 -01 ", titled "Impact Glazed Steel DoarD is 4g 6 4r' Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen :fnc., dated 09706/CS wig revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300-98 D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated. 03/04/04, expiring on 03/04/09. 2. Test report No- J99006660 -001, dated 04/08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No- J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI- 61782.01 - 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Westem Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. Jaime D. Garcon, P.E. Chief, Product Control Offgice NOA No 05- 1215.01 Expiration Date: May 25, 2011 E -1 Approval Date: May 25, 2006 • : : %: • • ••• • • • • ••• Jeld -Wen, Inc. • ••• . • . .. . . • . . . NOTICE OF ACCEPTANCE: EVIDENCL..g • n e : • 0 :: •: • • F. STATEMENTS •• e • • • •ee 1. Statement Letter of conformance and letter of "No ♦• fi$ancital lntds94' • $s4Cd Jed -Wen, dated 11/02105, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrows1d, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBQ. Jaime D. Giscon, P.E. Cluef, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 E -2 Approval Date: May 25, 2006 JELDrVEN® Steel �_)8ro6 WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT 37 11 MAX. 74` MAX OVERALL UTILIZING COMPONENTS FROM ODC INC AND ENDURA PRODUCTS INC. FRAME WIDTH FRAME WIDTH 35 3/4` M AX 112 MAX =t PANEL WIDTH n GENERAL NOTES r PANEL WIDTH W /AST o� c� �r 1. MEPROnucrlSDEStMWTOafEE THEFLORMA suftnwa CODE Z O INCLUMN12WWI. 2 WOOD WORSOYOTHEPA MUST SEANGHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCTANCHORSSHALL SEAS USTEDANDSPACEDASSHOWNOYDETAOA 4ff O ANCHOREMBEDMENT rOBASE MATERNAL SWU BEREYONO WAIL COMM ORSTU= o 21 1/8` 21 1/8` W 4. DESMODPRE SSURERATWa SEE TABLEI, PAGE 1. 21 1/8` 4 IIAX, . MAX. Cs > c* V 4 S THIS PRODUCT MEEfBTHEWA TER REOfAREMENIS FOR RMVELOCITY i6 OIiO. D.L.O. D.L.O. o a�DUOr ZONE ESm 0 NOrREOUNREBNUflERS ,� INACTIVE ACTIVE rr 15 §1 E 3 3 N ty 3 N a 3 p 3 $ y RESIDENTIAL NVSULATED STEEL DOOR (Common to aff fiome ) 2 1 2 DOOR LEAF CONSTRUCTION: ° v % Face shoots: 24 QA (11021 "min)1 *kWme. QffivB dwd sWA -525 IIo- comm=W qua y AX W per ASTM 620 with average mN/mum yMW Areroffi C Evwmbd p� r yrene with i.o m im &a dm=Ny tyJefrFwen hx. ^ z Panel Cmwffuotcm The acute and &= As panels are amoftmia from 24 GA (0.021•m9n)gah f*W srod. Thef acesheetsat top and bottomarebard90 °over Q the top and bottom mk Tim top mU nmwm 1.0'high x 1.668`wWa The 1 1 1 I � p o bottom re p measures 1.21 •Ngh x 1.688" wide. The antes of ft �:e sAsets are ref 2 2 torrid kW ore latch amf hirw antes which measure 1.�' htghx 1.SW wHa The brterfor cavity M Ned with expanded polyatyrono. The tats ereglued lo ft 12 ea npot me.Umgk* p cut out l 0 Ondwh m REF ASTRAGAL BOLT ITEM # applloofts the tnec" door is Broad with an exhuded abn2mm asbaga! of =§LAUNIT DOUBLE OU73WNYG UNTT 6063.750* mamnboli red by Endure. Frame ConstmicO r : The frames are oonsbuctsd cf fhr so1hted one p jambs / o N measuring 4 -9/16'x 1 -1/4t The haW jambs are mortised am1 but joined to ALL DOOR MODELS ARE VIEWED 0000 z the auto jambs, x7d attached with three (3) 16114 7116' rxown xPIoM FROM THE INTERIOR SIDE . • •. • • • • • • • staples on each skis The threshhetd Is attaohsd to ire A* janft with • • . • Nose (3) 16114 7116 " wv m x2'hxrg staples on each side. The units use an ir•wing adjustable threahoJd • • • • • • • • Glazirm: OOL lrmldafed pte (s 1' omwOftnass, conslutmg ofons (1) • • • • parrs of 0.12V fomperedgiae; 0.6' airspace; two (2) panes of0 126" • • • • • • • • annealed wtth. 090• PYB k4arloyerbySohrWa. AN An are saiwM4ched • •. • • • glazedIntothepanshL • • •.•. I r: • •..• • < TABLE OF CONTENTS TABLE t DESIGN PRESSURE RATING • • • • • • • • • • g • SHEET d DESCRIPTION APPROVED FOR USE WHERE 000000 • am 9 -06 -05 I TYPICAL ELEVATIONS PRO TION R ATER ,•_,,�,� 2 VERTICAL CROSS SECTION & BILL OF MATERIAL • '6 0 • POSITIVE t60A PSF 010. Sv: JPR 9 - HORIZONTAL CROSS SECTIONS •� • • 4 ANCHORING LOCATIONS NEGATIVE 460.0 PEP om or • • • • • b MISCELLANEOUS DETAILS • h0. • 8 UNIT COMPONENTS • • W0509 -03 -01 1 6 i t9 item DESCRIPTION Material �. /� -=VIP cn 1 SIDE JAMB 1 1 4 2 4 9 i6 flNGERJOINTED PINE PINE 20 2 HEAD JAMB i 1 4 z 4 9 16" FINGERJOINTED PINE PINE 3 4" x 4" BUTT HINGE 12GA .089 MIN ST 4 #9 x 5/8" PHILLIPS FLATHEAD WOOD SCRE:W STEEL 2 5 8 z 2 i 2" PHILLIPS FLATHEAD WOOD SCR STEEL ` J > ) 6 10 X 1 112 PHILLIPS FLATHEAD WOOD SCREW EEL 7 #8 x 3" PHILLIPS FLATHEAD WOOD SCREW- STEEL V Q ad i_n w 26 Z 3 O ? SE NOTE t & 2 8 BXT PHILLIPS PAN HEAD WOOD SCREW STEEL p 9 COMPRESSION WEATHERSTRIP -LON ODS -650 Z z 5 9 11 OUTSWING BUMP THRESHOLD ENDURA ALUMINUM •- 12 ASTRAGAL THROW BOLT STEEL ROD, 5/1 6 x 18" STEEL x 28 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL M U 4 .n 30 21 13 ON HEAD JAMB 21 14 16 Go. 7116" CROWN x 2" LONG. STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 1 KWIKSET TITAN SERIES DEADBOLT SERIES 780 = o INTERIOR EXTERIOR .17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM p v 18 ASTRAGAL BOLT STRIKE PLATE ON 8 TTOM SILL EL ° 23 t " 19 2x WOOD BUCK tQLASS 20 SHIMS FOR 114?' MAX THICKNESS 21 DOW 995 SILICONE SEALANT ` 4 22 22 1 IMPACT IG ASSEMBLY NOA 3- 0428 -02 23 1 B TEMPERED GLASS 27 24 3 8 LAMINATED ANNEALED GLASS 25 OCK BLOCK WOOD X 12 LG WOOD ° c TOP RAIL FINGERJOINTED PINE PINE c' N 30 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL 00 28 28 EXPANDED POLYSTYRENE 1.0 TO 1.2516s DENSITY BY al) -WEN F OAM 29 STEELS DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL • • • SEE NOTE t & 2 2g A -525 COMMERCIAL QUALITY 0.021" MIN. THICK VANIZ • of 30 L LITE FRAME ALUM 6063 ALUM • • • • • w 33 27 :,, ;:,,: 31 HINGE SIDE STILE (HNGFI? JOINTED LV! PWE • • • • o -- 32 - LATH SIDE S TILE (FINGER JOIN LVL LVL • • t i 33 #8 x Z PHILLIPS FLATHEAD WOOD SCREW STEEL • : • • • • • •••• NOTES: • • • • • " 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 • •••••• o •• N 2. 2x BUCK TO SUBSTRATE FASTENING MAY • .2 1 W UTILIZE OPTIONAL 3/16 ELCO TAPCON (NOA • • • • • • •y� 1 • 19 #02- 0503.07) 7 • • z • • • arm 9 -0 • •• • � �rlMrli IaTS • • • 0wa er: JPR Tta�• cant. 1w. - 1 [VERTICAL DRUM ML- 2 o CROSS- SECTION ), Jwosos -s - (ENDURA # FOB4566 SfL r 2 0 6 j • (�8l?tu,� 3/4' MIN. 1/4' MAX. EMB. SHIM 1/4' MAX n SHIM °? SEE NOTE Q3 & 4 1 /8'MIN a CTRSINK 15 8 s 30 30 @ 00 5 _ SEE NOTE �3 &. 4 5 7 M 0- 21 21 U 4 33 B , O 4 N. y CA EXTERIOR 19 20 1 3 MW 2 8 4 3 0 14 F �\ HORIZONTAL CROSS SECTION 21 ' ¢ 2! HORIZONTAL CROSS SECTION V H 3 AT LATCH JAMB TO BUCK, TYP. 0 AT HINGE JAMB TO BUCK, TYP.� CI .. O SEE NOTE (1 SEE NOTE 12 • • • • O 8 17 i ••• ••• •• • LN •• • • • • o INACTIVE ACTIVE NOTE'S: • • •: • • • • • • _ • ;p. 4yt :w , � .; •Y - " ":d :, .a .. 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE 15. {TOTAL OF 14 SCREWS? • • • S • • • • • rn • 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJ S`f PLATE . • • • r , $ x� ; i;• air l r..a.�i a - • • ��•» ;;I•�:,•J: K��•cz�r •� yyr`;t;;. BOTH PLATES REQURE #8 X 3" PHILLIPS FLATE HEAD W000 SCREWS. • • • • • • 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 • • • • • • 4. 2; BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3116" ELCO sT&W, .(NOA • • • EZIEW 102- 0503.07) • • • • • • • 8 29 2 25 8 t� HORIZONTAL CROSS SECTION • • • $ • • ••• • AT E.•NDURA ASTRAGAL • • m Z • • • DAM 9 -pt�g • • i �• .� • *AM trTs • pp DW. er: JPR > cw. or DRAmw rro: JV0509 -03 -03 sir 3 Ov 6 2 SEE DETAIL 8 2 SHEET 5 t SEE DETAIL A SEE NOTE P �» {. SHEET 5 12,4 ` 12.4 12.4 SEE NOTE P ID u 6 I � 6 I 2 I 2 6 Q ,eg Q C) O a w ww TYR ! TYR SEE DETAIL n r to !! SHEET 5 a A A 8 8 _ caw tzoo N T cV� C C . Ln t`'710D D D co O • cl I 111 (7 (p TYR .1 V d TYP. I L (n Q i ti 1 y U 2 1 I T 1 1 F q� q ��(� 1 6� 37 I 6 12.4 12.4 6 I SEE NOTE 1 — � I --1 12A -1 12. SEE NOTE t 14 .Z SINGLE DOOR 74 ' • ANCHORING LOCATIONS •• • DOUBLE •••••• ••• ANCHORIA' 'CATIONS •••• • 2 SEE DETAIL E SHEET 5 • • • • • • i • • • NOTES: • • • • •.• 1. HEAD JAMBS &SILLS ARE JOINED TO THE SIDE JAMBS • • • 0 .14 • USING (3) 16 Go. 7/16" CROWN x 2" LONG STAPLES. . 1 elv 0 w�Mb • S • • • 4 DM. BY.' JPR TYPICAL JOINING OF SIDE °ide wwo V0: JAMB TO HEAD JAMB OR SILL JV0569 -03 -04 sw 4 OF b 4 9/16 F 13 2 5 2 0 2 1 1/2 T CD N ® ® v a ORILL 3 /8`.ASTRAGAL RETAINER SOLT HOLE 4 THRU THRESHOLD /laASONRY x T 3/8' DEEP 4 DETAIL B 6 DRILL 318' ASTRAGAL. REMNER BOLT HOLE N �1 " THRU THRESHOLD /MASONRY x 1 -318" DEEP > ci94 4 3 w OD ;? r 4 W Q DETAIL HINGE MOUNTING DETAIL rn p N�a r pQ J 18 DETAIL E ¢y y io TYPICAL ASTRAGAL STRIKE PLATE O p 0 � a 17 to 30 112 x 1/4 ALUM SPACER w tn .TJ %PERED t S� • AIR SPACE • • • N • • �--z ...�►. Pve - �t7 - } EXTERIOR .. 0 •I YER n . • • , • w . 7 a I .. .. .. .. ;,Ass BITE • VO.ANNEALED 7 GLAZING DETAIL 21 .�'• mz• ASTRAGAL DETAIL INSULATED GLASS UNIT 0 >M�g are, Fastener Spacing py •• Endura Astragol, 18 x 1' PPH WS as JPR DETAIL C DETAIL D 1 M; STRIKE PLATES TO JAMB STRIKE PLATES TO y T JV0509 -03 -05 TYPICAL ASTRAGAL. Stw 6 OF 6 4' 2 .82" 1.25" 1.21" CN 0 0 Kan ASMWAL LO 1.688" 0 XXT & 1* LAMN suppm 4.5 63 clq STILES AND RAILS .089 (Min) LATCH S77LE & HINGE SnLE (LVQ OUISWING THRESHOL (ENDURA) TOP RAIL (nNGERJOINTED PINE) BUTT HI PARTIF084566AA, 6063-T6 ALUMINUM ENDURA ULTIMATE: HURRICANE AS 4 x 4 x 12 GA STEEL 6063-T6 ALUMINUM w cs ' w o 0 2 1 314' : C I L @ .646" 021 (DO @ ( B 4.563" t z .324" zo 125" BOTTOM RAIL 2.188" LOCK BLOCK (12 LG ODL LITE STEEL, 25GA MIN GALVANIZED Lo WOOD JAM WOOD ALUMINUM 6063 T5 'o lz FINGERJOINTED PINE a 2.5" 2.5 00*0 ?s 19132 tr) " o 0 CD o q _T ASTRAGAL BOLT HEAD STRIK COMPRESSION WCATHERSTRI ASTRAGAL SLLL STRXE PLA lot WE um By- JPR ASTRAGAL SOLT N MATERIAL: CIR STEEL ROD CRL all ZINC & YELLOW CHROMATE DRAW* NO- JV0509-03-06,