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WS-08-1642
Project Address VIRGINIA GRIFFITH Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 865 NE 97 Street 1132060142630 Miami Shores Village, FL 33138- Block: Lot: Owner Information Address Phone CeII 865 NE 97 ST MIAMI FL33138 -2527 Contractor(s) PHI CONSTRUCTION Phone CeII Phone 954 - 577- 2969H0 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $2.75 $116.55 Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy ata Expiration: 3110/2009 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Total Amt Paid $ 0.00 $ 0.00 Payment Type : Amt Due $ 0.00 g iAdi l ,r6a6 (305)754 -8418 Applicant Valuation: Total Sq Feet: VIRGINIA GRIFFITH Available Inspections: Inspection Type : Final 1 Date E3 SEP 7 2000 IAMI SHORES VlL E _ j•,GE $ 1,000.00 0 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 . September 11, 2008 Thursday, September 11, 2008 1 REPLACEMENT OF ONE WINDOW 0 0 Passed s® Inspector Comments -l-®1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 10/01/2008 Inspector: Bruhn, Norman Owner: GRIFFITH, VIRGINIA Job Address: 865 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: PHI CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement ock: Phone Number (305)754 -8418 Parcel Number 1132060142630 Lot: Phone: 954 - 577- 2969HO Wednesday, October 1, 2008 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V C j a h c 'AA FP Ili/Phone # 305- 75 - }7 2`65 /E.. cp7 ST, Owner's Address City Tenant/Lessee Name Phone # State !L. Zip 331 g 57 Job Address (where the work is being done) sz 5.7 9 17 sr. City Miami Shores Villa e County Miami -Dade FOLIO /PARCEL# - 3 - 0 - 2 t 2 3 V Is Building Historically Designated YES NO Contractor's Company Name 77 oa 5 r c {-; , Contractor's Address 5° Ans"' el � City 1 �c 1 6t-1, Qualifier Name (, ep ye State l_ ('1arr, 5 State Certificate or Registration No. a-6 OS (oS Architect/Engineer's Name (if applicable) EAR °`n 2 e r I &) 07- ft5) Phone # 9 514 ' 3 se - o t° i°o Value of Work For this Permit $ 6 b 6 - Type of Work: ['Addition Describe Work: ge p �� c ' ['New l 'Jw• MIAMI SHORES VILLAGE ci Permit No. Ki I Master Permit No. Phone # C�Sy_ 5Co - 2.03 Zip 330 9 Phone # Certificate of Competency No. Square / Linear Footage Of Work: 2° • IRepair/Replace it Cr?03711.k, � v�1 BY: x ❑ Demolition ,r ***** rat * *** * **** ** * * *** ** ** *** *, ** * ** * * * * * * *** *** *�r� *** ** * *,r**** * * **** *�r,r *�r** Submittal Fee $ Permit Fee $ D.00 CCF $ 6.0 CO /CC Notary $ Tramm Scanning $ .t✓l.) 1, PBR $ Bond $ C E ep Double Fee $ g Structural Review. $ U li Total Fee Now Due $ 9 A 0 Technology Fee $ Zoning $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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. � A du 0, Owner or Agen The foregoing instrument was acknowledged befo re me this 4 ' The foregoing instrument was acknowledged before me this 2 day of etu • , 20 02, by V ∎ i' y n t I': f (,4 , day of Ac.. , 20CA , by & c'r, P /4trde r (who is personally known ficffibor who has produced who ersonally known to a or who has produced As identification and who did take an oath. as identification and who di .' an oath. NOTARY PUBLIC: Sign: _., Sign: IA_ A ,;� aurlcio . „ , a Print: / Vi a l Sylvia Halter Print: ^^ e �/ ° /I/f -s rcG1 rl� ., :o_%OMMISSInhInD753F20 a E # ll 0 2017 My Expires: o My Commission Expires: •.,,, „,,.. Expires: JUNE 08, 2011 M Commission E ices: . � .... e. EXpIREs: JAN. 29, 2012 DOMED TIM ATLMfrIC BONDING co INC 1 g 1 WWW AARONNOTARY.com APPLICATION APPROVED BY: {Revised 02/08/06) State Zip to Zip q' Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,815 Lot Size: 5,600 SQ FT Year Built: 1961 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 21 BLK 73 LOT SIZE 50.000 X 112 OR 10515 -1257 0879 4 Folio No.: 11- 3206 -014 -2630 Property: 865 NE 97 ST Mailing Address: VICTOR & VIRGINIA GRIFFITH 865 NE 97 ST MIAMI FLA 33138 -2527 Year 2008 2007 Land Value: $191,938 $191,938 Building Value: $190,212 $190,212 Market Value: $382,150 $382,150 Assessed Value: $108,300 $105,146 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $83,300 $80,146 * The market and assessed values are accurately reflected.Information related to this property's exemptions and taxable values are being updated as a result of the Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item El Text only Property Appraiser Tax Estimator Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Sale O/R: Sale Date: Sale Amount: 0/0 $0 Assessment Information: ACTW TO 0 L iEET Digital Orthophotography - 2007 My Home 1 Pro Information I Party Taxes I My Neighborhood 1 Property Appraiser Rom 1 Using Our Site I About I Phone Directory I Privacy 1 Disclaimer 1i If you experience technical difficulttess with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. cl 64 Page 1 of 2 0 112 ft 4 http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/5/2008 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 15 20 Tributary Area Sq Ft} 40 45 50 10 15 20 Trlbutary Area Sq Ft) 40 45 50 25 30 35 25 30 35 0 1� . \ -49.2 -48.3 -47.6 - 47.1 - 46.6 - 482 - 45.9 -45.5 0 -16 ft -62.2 -59.8 -58.0 58.7 -55.6 -54.6 -53.8 -53.1 -52.5 x+46.) +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +423 +41.9 +41.6 18 ft -5 .1 -49.8 -49.0 - 48.3 -47.7 -47.3 - 48.8 - 48.5 -46.2 16 ft -63.1 -60.6 -58.8 - 57.5 56.3 55.4 -54.6 - 53.9 532 +47.1 +45.9 +45.0 +44.3 + 427 +43.3 +42.9 +42.5 +42.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +425 +422 18 ft -52.4 -51.1 - 50.2 -49.5 - 48.9 - 48.4 - 48.0 - 47.7 - 47.3 18 ft -64.6 521 -60.3 7.8 -58.9 -57.8 - 56.8 -55.9 -55.2 - 554.5 5 +48.3 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 -53.5 -52.2 -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 8.1 -57.2 - 576.4 5 -55.8 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft - 54.6 +50.4 53.3 +49.0 524 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +48.3 50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 ft -67.4 +50.4 -64.8 +49.0 - 82.9 +48.1 -61.4 - 602 +47.4 +46.8 592 +46.3 -58.4 +45.8 -57.6 +45.4 -58.9 +45.1 -55.6 - 54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -58.7 -68.0 -64.1 526 -61.4 50.3 - 59.4 -58.7 -58.0 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 24ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 - 54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 -82.4 +49.1 +48.4 -61.4 +47.9 -80.4 +47.5 - 59.6 +47.1 -58.9 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -882 +51.6 -66.2 +50.6 - 84.6 -63.4 +49.8 +49.2 523 +48.7 -61.4 +48.2 -60.8 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 -58.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -692 +52.3 57.1 +51.3 -65.6 - 84.3 +50.6 +49.9 532 +49.4 -82.3 +48.9 -81.5 +48.5 -80.7 +48.1 32 ft 59.1 57.7 -56.7 - 55.9 54.7 52 5 -542 -53.8 -53.4 32 ft -73.0 - 70.1 58.1 -68.5 - 652 -84.1 -63.1 5 23 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 +54.5 +63.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft - 59.9 +55.2 58.4 +53.7 -57.4 +52.7 -58.6 +51.9 - 55.9 +51.3 55.4 +50.7 54.9 +502 -54.5 +49.8 -54.1 +49.4 ft -73.9 +552 - 71.0 +53.7 58.9 +52.7 57.3 56.0 +51.9 +51.3 ' - 64.9 +50.7 - 84.0 +50.2 53.1 +49.8 524 +49.4 36 ft -60.6 +55.9 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 56.6 +51.9 - 58.1 +51.3 55.6 +50.8 55.1 +50.4 54.8 +50.0 ft -74.8 +55.9 -71.9 +54A - 69.8 +53.3 - 68.1 56.8 +525 +51.9 55.7 +51.3 54.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft - 61.3 +58.5 59.8 +55.0 58.7 +54.0 57.9 +53.1 57.3 +52.5 -56.7 +51.9 - 562 +51.4 55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -727 +55.0 - 70.6 +54.0 -68.9 - 67.6 +53.1 +52.5 -66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 56.8 +52.0 - 58.4 +51.5 56.0 +51.1 ft -76.5 +57.1 -73.5 +55.8 -71.3 +54.5 -69.7 -68.3 +53.7 +53.0 -672 +52.5 -86.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft 526 51.1 -80.0 592 -58.5 - 57.9 57.4 -57.0 -56.6 42 ft -77.3 -742 -72.1 - 70.4 -89.0 57.9 - 66.9 - 68.0 552 +57.7 +562 +65.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 +57.7 +58.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft 532 +58.3 51.7 +58.7 -80.6 +55.7 -59.7 +54.8 59.1 +54.1 58.5 +53.5 58.0 +53.0 -57.5 +52.6 -57.1 +52.2 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 - 69.7 +54.8 +54.1 58.5 +53.5 -67.5 +53.0 -66.6 +52.5 55.8 +52.2 48 ft -83.8 +58.8 -62.3 +57.3 -612 +56.2 -60.3 +55.3 - 59.6 +54.8 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 -70.4 +55.3 +54.6 - 892 +54.0 - 682 +53.5 - 67.3 +53.1 -68.5 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 -60.8 +55.8 50.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 -71.0 +55.8 +55.1 59.8 +54.5 -68.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -84.9 +59.9 ' -63.4 +58.3 - 82.2 +572 - 61.4 +58.3 - 80.7 +55.8 50.1 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 -63.9 -62.8 -81.9 -81.2 -80.6 -80.0 -59.6 -592 52 ft -80.8 -77.8 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -882 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 6.0 •1 4.4 • -63.3 4 -61.7 1.0 -80.5 -80.1 -59.6 -81.5 -78.3 -76.0 -742 -72.8 -71.6 - 70.5 59.6 -68.7 • • +60.8 +69.1 1168. • -62. 4 48.4. * 45.0 +55.4 +54.9 +54.5 54 ft +60.8 +59.2 +58.1 +57.2 +58.5 +55.9 +55.4 +54.9 +54.5 • -68.5 X4.9 •-�33.7• -629 -62.10 -81.5 -81.0 -80.5 -80.1 -82.1 -78.9 -78.6 -74.8 -73.3 -72.1 -71.0 -70.1 -89.3 ft r 1161.3 • 1169.` 4184 47.7w 0 4`6.9 • +118.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +525 +57.7 +58.9 +58.3 +55.8 +55.3 +54.9 60 ft 57.9 • • 0 -83.8 0 43.00 • -824 -81.9 -81.4 51.0 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +82.2 +80.8 +59.4 +58.5 +57.8 +57.1 +58.6 +58.1 +55.7 +62.2 +50.6 +59.4 +58.5 +57.8 +57.1 +55.6 +58.1 +55.7 05/22/2007 - 10:19am jadynr F:\03 Elements\10 Loading \11 Calculators ASCE 7-02\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENIFIED, THE MOST CRTTICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY '11-16 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 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS IN TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =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 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT' PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION WALL ZONE FIGURES MRH =O -6O' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd IS PEAK ROOF HEIGHT MEAN ROOF HEIGHT C • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •O • 114 ••• • • • • • • • • •• • . 8 • • • • • W • • • • • •4 M REMARKS* INLT SSUE; • - •••• - • • DRWN CL CHKD FLB DATE 04/19/06 TIOSDOCUE•NTE THE PROPERTY OFF WULB NHAM.PEMID6FWL NOT BE OREPROOLICS TN WHOLE OR PART VdnowT#TOKEN C•LUBJTOFFneaL B•IORCO, Par ALTERRNOT•.AO ,InNv INVALIDATE MERMOMS 711113 DOCI.ENTARE NOT PEW MEO MD INVALIDATE CURCERVICATICX • • 11 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 A FRANK L BENNARDO, P.E., INC. INNOVATION L0 3SVd / /2c2 u r v ',4 is ., 77_ .-5-17z /1M.,41 ,- s/rio n` .yo ,/,./5 3 � 3 ,9 ediffilow 1VelVWV R Cpl a at 1 Door 0 _ +6(o.b•, 1- A , /d. • 0.00 • p4, • • 0000 ex- 0• ogici • 0 00 0 • •• • • • • • •• • 0000 f • •• • • .• e• • • • • • •••• • • • •• • •• • • • • •• • 8E0E1 tt. :Zt 800Z/Lt/L0 • • • • • • • . : 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 6'8" W/E Outswing 0 a ue Steel Doors - L.M.I. -w/wo Sidelites—N. 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 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 LIMITATION: 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 NOQ is disehrpthen it shall be done in its entirety. •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the mantffftCptter or its•' • • • distributors and shall be available for inspection at the job site at the request of the Bdibt•Official. • This NOA revises and renews NOA # 02- 1211.18 and consists of this page 1 and ev41: n a page ] - 1 ..as.well • as approval document mentioned above. • ••. Th- m s 'tted documentation was reviewed by Jaime D. Gascon, P.E. Cr ( yC� 4 � MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode • •• • •••• *Page 1 • • • • • • . • • • • • • • • • • •• •• • • • • • • • • • NOA No. 07.0731.04 • Expiration Date: Augusts16 C l ic; Approval patg+ peeenler fa, 2007 • • • 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 D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, 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 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 Sales "Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" ensts %approvi4on . • 01/30/2003 and expiring on 08/15/2007. E -1 O .... .. • • • ..J- 'I. D. G p g P.E. • Chiefaractupt Cont;olRivision • • .. • • ODA NA. Expirat atl tie: August l5, 2012 • • ApprovalDatb: Decemkef2 2007 • • • Q/ 0[.42:1$ INFAIIIIVaLl n (par SINGLE DOOR UNIT (14 0Z XO. 010) 00 ROE -BPAIr SODlits . 1 , 3 i dy r.;;- 1.1.'07 gG;aLti '+ ,- �WL�IC? !r Ohl' c ornw .. 7r:?`iT. L ,u.f :. DESIGN PURE RARING -mlo E VALOR 91FLDbille11 AECUROIE.NT IS NEED SINGLE DOOR UNIT (14 0Z XO. 010) 00 ROE -BPAIr SODlits 67 pet -70 aoi DOLE DOOR UNIT (xX 604 x10. 010x) I/NO NOW-LWADT S01D11ES +57 psi -57 paf JELDliTEN® Steel OW WOOD IDQE OPAQUE STEEL p/ 8/PACTD0O71AWTS 147171& WITHOUTSlDMLHTES GENERAL NOTES 1. RS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUBDil4CC CODE Tit CONE 11 12 O 20 S SUPPLEMENTS) NE1 4 VELOCITY HURRICANE 2, WOOD BUCKS BY Onion MUST BE ANCHORS PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS ♦SEED AND SPACED PER ANCHOR !COMM MAWS. ANCHOR afforouravr TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DES! PRESSURE RATERS. 5. RS PRODUCT MEN THE WATER REOUIRENENTS FOR litair IOIES. SEE THE DESIGN PRESSURE CHART BELOW. 8. SIDEUTES REQUIRE MIAMI -DACE APPROVED IMPACT RESISTANT SHUTTER.. 7. AIM-1340E APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR DOORS W/ AN OXXO & XX CONFTGURATON, our NOT ON 014 X OR 0X0 CONFIGURATIONS. 8. SIOELIIES ARE AN OPTION AND CAN BE USED 1N A SI OIE OR DOUBLE CONFH;URATION, RE� DVRAL M81AA fl)?_M anRammnlreE O COMPOND1T QON8THUOT 9: Face shoats: 24 go. (0.020") mfnimnn thickness, Gahm Steel A -525 commercial quality - ANDO per AVM CO with creme minimum yield strength Fy(ave.) =24.800 H>a Canuigalgtx Expanded polystyrene with 1.0 to 1.25 Ibe. /cl density, by Ooor Ftm& Conot nx8an: The active and inactive panels are constructed from 2401. (0.020' min.) galvanized std The face sheet tops and bottoms ace bent 90' over the top and bottom role. The top LW. roll measures 1.87' wide x 1.042 high. The steel bottom rail Is red formed 0.021" galvanized steal meowing 1.87' wWe x 121' high. The sides of the face sheet are roll formed onto the LW. latch idle and Ponderosa Pine hinge stile whkdt measure 1.87' x 1.0: the (Marla cmnly Is filled with polystyrene. The face sheets are glad to the polystyrene. • FTxad t8e rerot: The sash is cenebvcted from 240..4. (0.020' min.) gavadzed ate.. The edges of the face sheet are bent 90' over the polystyrene care and glued to R The sidelte panels are routed to metre tie ODL Up 1Re Frames or the optional Trinity Light Frames. (see sheet 7 fa glazing details.) The lite banes are sealed w/ QSD glaring eompomd on the Fran Co The frames are constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.5825" deep. The door and aldeas head jambs are mortised and butt Joined to the side Jambs and attached with (3) 1660. 2' P P /18 8•. us stfr�e M 1 d 7 4 Rro oh se a slwdard bump face Pemko t threshold to attached to � the he drama Am wqp ) 61/4 w18 Oates • • • • • • ..� •. 8 UNR COMPONENTS • • TAeE0F08 • • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • .875" TYP. 0.825' 81.25' MAX 0A FRAME !EIGHT QCIIRI outs 1hG IMPACT 11NR (X() 37.75' MAX OA FRAME WID1N .875' 7YP. H 38' MAX OA r _38" PAWL WIDTH 0.825' 8o' MAX 0A PANEL HUG 38.825" PANE MAX M0714 .7e MAX 0A VI/ASTRAGAL PANEL WIDTH T =PI • au 74.5" MAX. 0A FRAME WIDR4 --�- .725" OUMSNING IMPACT UNIT ( iI I ' 9aa: 8.11 3 c0;: . ./ 80" MAX 0A PANE1. NIGHT 8715 WX 0.4. FRAME HBGHT 0.75' 81.25 MAX. 0A FRAME HEIGHT .875 TYP. or MAX 0A PANEL HOW 70.25' MAX. 0A FRAME WIDTH .75" 75' fl r 1 15.5' SMITE A F O TYP 1YP. BAR . � " T � J � - SMITE FRAME WIDTH .875' 38" MAX O.A. 14" MAX 0A TYP, PANEL NTH PANEL WIDTH 0.75' - 0.825 107" MAX 0A flhI E WIDTH .125• 75' MUU. 38.825' 141X OA BAR TM PANEL. WIDTH 38' MAX 0A W /ASTRAGAL ' P4807. WIDTH Erb S. 2 tsss Reeldedos, Reseed Uterus wax dotards a *ent>meae m. arom 8" MAX OA D.LO. WIDTH 83.125' MAX. OA DLO. HEIGHT sins =WING PACT ROT °) 159'MAE OA. WRITE FRAME WIDTH 14' MAX 0A PANEL. WIDTH 81125' MAX. D LO . 00018 was mom IMPACT ILIRT (0XX0 W/ NON- IMPACT "!,.r u= dA,)1t 1:=.,:. 1 .0.1 7 .01 ■ Prepared * 4/_/ Phone: 3 Plan21- 890 -1788 Far 321- 890 -1789 PRODUCT REVISED at oarr rIying with the Florida Cock :::■ � ate l e 1..; a_iaty7 O y5/Y .A ad. Product Control L hotswn Sm i s Rag es 0 scums N.T.S. 88 0.s 9 -11 -01 alto. SY: JWJ pet. an S. SWELL oarMO NO.: S -2104 war 1 orb Iii. Mu, DESCON MAZ6161 DOOR STEEL FACE SHEET 240.4. 0.020"MIN.) FRAME HEAD (FINGER JOINTED PONDEROSA PINE) FRAME HINGE JAMB FIN J J. NTED - *NDEROSA PINE FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE STEEL WOOD WOOD " . H t 1.. , ;.1 a: Ji WNW' . LVL LVI DOOR Ern , .t. , ' aa.. t• • ; a, . . _ TO • el• - LATCH STILE OLJTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM BRAD TRIM NAIL 160A. X 1" (FOR MULLION CAP) STEEL COMPRESSION WEATHERSTRIP FOAM DOOR TOP RAIL. LVI. DOOR BOTTOM RAIL. STEa DOOR HINGE S17LE (FINGER JOINTED PONDEROSA PINE) WOOD #10 x 1 3/4" PFH WOOD SCREW STEEL i LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 3/18" ITV? TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. STEEL EXPANDED POLYSTYRENE (1.0 to 1.25 lb./c/ DENSITY) BY JEW-WEN FOAM NOT USED - 2x WOOD $UB BUCK SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) KWIKSET 400 SERIES KNOB wawirmirodur um w BIZ KWIKSET TITAN 700 SERI- DEADBOLT NOT SHOWN -i 8 x 2 PFH W000 SCREW PFH WOOD SCR .-- . -1 .4„.3...1 rjErat'i 'WS IMPERIAL ASTRAGAL TO DOOR 1.1111111 27 10 x 2 PFH W000 SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND (QM BY ODL) SILICONE STEEL WOOD 31 BRAD TRIM NAIL 160.4. x 3/4" (FOR 3/8" QUARTER. ROUND.) 32 3/8" QUARTER ROUND SIDEUTE STOP 33 * - .4: v • ....h • - laa_ tmr :.• • RAIL. H SC:HLAGE KNOB SET F51 STEEL SCH DEADBOLT .8360 NOT SHOWN SWUM STEEL FACE , 1 240.4. 0.020 MIN. STEEL STEEL H I/8" TEMPERED GLASS (BY PPG) GLASS 161 WallEE22111PMEitii.E3EDIZIZ=301111 113111111Z1141 IL! 1 1 - • , P• ,:il . ...Y •1 Pxt- 1 POLYPROP ilia. 11111111111 STEEL EMEZIYALIIIIMPIMIIIGEIMal r . Yk_.._ • : 2. ti AG - i.g..Ai DEADBOLT HERITAGE SERIES NOT SHOWN pi YALE SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD whirr IVO IIEM LITE - BY TRINITY FOR 1 "1.0.1). PO Iii....i.J CZIAUTZW7/ZaTh et ai . ... , ri Gil. I! 1..,:. • .7. E6IMEEEUZONn . FRAME SCREW :6 x 1 1 2 LO. PANHEAD : TRIN STEEL GLAZING COMPOUND DOW 1199 SILICONE El UTE #10 WOOD INSTALLATION SCREW W/ 1.50"M1N. EMBEDMENT STEEL 53 D"" - :, I. H •11:1.1_ - .... . I.4_ DOOR LATCH DEAD BOLT STRIKE PLATE STEEL •=. : .• • CONCRETE/ MASONRY 1.50" BY OTHERS MIN. 0.25" Oa Valtr.4101 MAX. ORM SHIM EE DETAIL ON SHEET 5 81.25 MAX. 0.A. FRAME . HEIGHT SEE NOTE 9 ON SHT. 4 •• ••• • • • • • • • • • • • • • •• ••• 1034" • 'MIN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 80.0 MAX. 0.A. PANEL HEIGHT .625" CONCRETE/ 1.25" MASONRY MIN. BY OTHERS EMB, 1.50" MIN. 0.25" EMB. MAX. SHIM SHWA 4 r ) wit . , 11 - : a err, SEE NOTE 6 ON SHEET 5 1 1 SEE NOTE .3 ON SHT. 4 ON SHT. 4 EE DETAIL 7 V - - e SEE NOTE 2 ON SHT. 4 1.75" MIN. PANEL 17-IK. 0.125" MIN. GLASS THK. bs.M0 81.25" MAX SEE GLAZING 0,A. DETAILS, FRAME SHEET 7 HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 CONCRETE/ MASONRY BY OTHERS .75 • .50" MITY MIN. EDGE DIST. VERTICAL CROSS SECTION ..g) AT SIDELITE SASH SEE NOTE 3 ON S . 4 80.0" MAX. 0.A. PANEL. HEIGHT CONCRETE/ MASONRY BY OTHERS Erto a DAZ (6 ) Fketea P. E. Na 41323 PTC. LLC 1635 Cowell Strait. %le C25 622144606 ilortclo 32055 /WS Cordtioto al Nels•mtlan 263135 PRODUCT REVISED es complying with the Florida Building Cadc Fdp Date Prepared By: A I° PTC, LLC Phone: 321-690-1788 Fax: 321-690-1789 dec. et S SAFFELL DRAWN6 60.1 S-2104 sHlir _2_ or .1_ SEE NOTE 4 ON SHT. 4 1.50' 1401 CONCRETE/ J MASONRY BY OTHERS •• ••• • • • • • • 1P5 141N• • • • • • • • • • •• • : ••• • • • • • • • • • • • •• ••a •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • 0.25' MAX. SHIM SEE NOTE 4 ON fib 4 • • • •• • • SEE DETAIL 5 ON SHEET 5 © HORIZONTAL CROSS SECTIO LATCH JAMB TO BUCK SEE DETAIL 1 ON THIS SHEET • • • • ® HORIZONTAL CROSS SECTION • • • AT IMPERIAL ASTRAGAL SEE NOTE 1 SHT. 4 ASM I. 70 SALE ATTACHMENT NOTE REM 24 NOT MOWN THIS VIEW FOR CLARITY ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) O.31'D!A " LG. AT TOP & BOTTOM 2 1 1 4 Florida PPP..I C', No. 41323 1633 Cogawallret. Sidle C23 Roadadgo. Florida F ta1S caraamM at Ammmam 11. 289e PRODUCT REVISED as complying with dm Florida Building Code Acceptance No Expiration Data DlWetoa 411; Prepared I'M gm PIC LLC Phone 321- 690 -1788 AMC 321 -690-1789 uae: al a .F 8 co 1 Ala s V 11 -01 9- EOM N.T.S. Cora en JWJ a«. F: S. SWELL CRAM coo.: S -2104 SHEET c .L • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • //. / / / ///// SEE NOTE 4 ON SHT. 4 1.50' 1401 CONCRETE/ J MASONRY BY OTHERS •• ••• • • • • • • 1P5 141N• • • • • • • • • • •• • : ••• • • • • • • • • • • • •• ••a •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • 0.25' MAX. SHIM SEE NOTE 4 ON fib 4 • • • •• • • SEE DETAIL 5 ON SHEET 5 © HORIZONTAL CROSS SECTIO LATCH JAMB TO BUCK SEE DETAIL 1 ON THIS SHEET • • • • ® HORIZONTAL CROSS SECTION • • • AT IMPERIAL ASTRAGAL SEE NOTE 1 SHT. 4 ASM I. 70 SALE ATTACHMENT NOTE REM 24 NOT MOWN THIS VIEW FOR CLARITY ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) O.31'D!A " LG. AT TOP & BOTTOM 2 1 1 4 Florida PPP..I C', No. 41323 1633 Cogawallret. Sidle C23 Roadadgo. Florida F ta1S caraamM at Ammmam 11. 289e PRODUCT REVISED as complying with dm Florida Building Code Acceptance No Expiration Data DlWetoa 411; Prepared I'M gm PIC LLC Phone 321- 690 -1788 AMC 321 -690-1789 uae: al a .F 8 co 1 Ala s V 11 -01 9- EOM N.T.S. Cora en JWJ a«. F: S. SWELL CRAM coo.: S -2104 SHEET c .L • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • mm00 ®00® SEE NOTE 3 ON SHE 4 ® 0 0 0 ©m 0 0.125' MW. GLASS TT9( SEE NOTE 7 ON SHE 4 BM 9- 1-0 SCALE N.T.S. O.0. BY: JWJ a (. Err: S. SAFFEL. Q SEE NOTE 4 ON SHT. 4 _SEE GLAZING DETAILS SHEET 7 SE NOTE 6 ON SHT 4 0.75 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • ••• • • • ••• • • ® SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 ® HORIZONTAL CROSS SECTION AT SIOELITE 70 LATCH JAMB NOTES: 1. SPACING FOR REM /26 THE /10 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP. 10 , 2.5; 4.0', 5.5; 13.0. 18.0' & 28.0'. 2. SPACING FOR ITEM /23 THE /8 x 1 1/2' PIASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELRE PAWL; 3.0' IN FROM EACH CORNER. QN THE SIDES. VERTICALLY. FOR THE SIDEUTE PANELS: 3.0', 13.0', 26.0', 39.0. 52.0' & 3. SPACING FOR ITEM /31 THE 16CA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND REM /9 THE 1664. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & 80TT01.4 HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25' IN FROM EACH CORNER 1WTH (1) MAIL M1D -SPAN. QN THE SIDES VERTICALLY (FOR BOTH 3/8' QUARTER ROUND & MUWON CAP). 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAM8 AND BUCK USE ITEM /25, A /8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE REM /24. A /8 x 2' PM WOOD SCREW 5. SPACING FOR ITEM /25 THE /8 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 6. THH SSID 4175 C: : 11E :DEERE W/ � /29 SPACED THR S AND 3/8• QQUARIL 'R0 4D SEBUM) WFRI STEM /31 BRAD TRIM NAILS x 3/4' LONG. 7. wia,XTTApit TITEaletrTHCJA13 a BUCK USE REM /27, A /10 x 2' PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE REM /14, A /10 x 1 3/4' PFH WOOD SCREW 8. SPACING FOR REM /49 THE /6 x 1 1/2' PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SMITE LRFFRAME THE TOP DOWN VERTICALLY; 3.25; 18.0625; .32.8125", 47.5625" & 62.625'. 9. • 4L TE R E'% •INSTAL IQN E A$I0 � S CHARACTERISTICS CAN BE VSED f1PON AAPROVAE a0F iHESIRONETEST SR E&IG 1fEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10'IjS! ITEW WHEN AL INTO A5PATE AT HEAD & JAMBS. USE REM /25 WHEN INSTALLING INTO MULLIONS. USE ITEM /16 WHIN INSTA G INTO CCRCRETE/1.4ASONRY SUBSTRATE AT SIDELRE SILLS. MASOMRY BY OTHERS MULE 1.50' MIN. EMBED. 1.75' MIN. PANEL THK. SEE NOTE 5 ON SHE 4 HORIZONTAL CROSS SECTION AT SIDEUTE TO HINGE JAMB 0.25' MAX. SHIM SEE DETAIL 5 ON SHEET 5 SEE NOTE .3 014 SHT. 4 SEE NOTE 2 ON SIT: 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0.75' 1 Edo S. Frin 65 / Aortas P. C. No. 41323 1936 Cops"tl P 81,1, Sdb Cffi Rookrdp., Bork, 31039 ,t Wad. at Atlseaemn I. 26976 SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION AT SIDEUTE TO BUCK By SEE NOTE 2 ON 5M. 4 SEE NOTE 6 ON SHE 4 SEE GLAZING _ DETAILS, SHEET 7 PRODUCT R. \'ISED as nig with the Florida Building Code Acceptance No 0 Expiration •ate 7:1/ , •12. Prepared By. AP M Ri 32 690 - 7788 Fos 321- 690 -1789 Division hi; IxrAW1146 Na S -2104 step Q 8 81.25" O.A. FRAME HEIGHT 6 5 SPACES 0 13.85' •• • • • •• • •• • • • • • 1�� f • • •' a • _.'• • • • •-•— • • • DRAB 2 -• 0 HEAD *Ws STRIKE PLATE 74s MAX. OA FRAME WIDTH 11 I11 Fo- 3" TYP. Y TYP. ' � • • • • •• • • • OFTAIL %I; &Am ASTRAGAL STRIKE PLATE SEE DETA9. 2 ON THJIS SHE. 9" 7,p. 12.5' 6' 1W. TYP. — 3" . I _112.125' TYP. SEE DETAIL 3 ON THIS SHT. OOUBLE D00R WOHOUT SIDELRES ANCHOR LOCATIONS VIE►VE0 FROM INTERIOR L 7.375 31' -rtg3) HINGES T JAMB A: DOOR SEE DETAIL 4 ON THIS SHT. 5.50' STRUCE PLATES ASTRAGAL 7025' MAX O.A. FRAME WIDTH TYP. •-• SEE NOTE 5 ON SHEET 4 SEE DETAIL 6 ON THIS SW.. 8.58' 9"7W. 6 TYP. J' TYP, 3" TIP. r TYR SINGLE 000R WITH SNELRES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 7.375' /ON THIS SHT. TV/ 3" Edo S 6 Wain $wd. P. S No. 41323 t Neddsdga. Redo 32985 NIPC OrIllore • MMawsw N0. OM By Division COUNTERSIM( � TION ANCHORS Prepared By: —.f&i. we 321 -690 -1788 Far 321 - 8901789 PRODUCT REVISED as complying with the Florida Building Code AExp�hration No Product Coined 114 hi 1 tch Vg a 1 Due: 9 -11-01 WAS N.T.S. M. •V JWJ ad1. •• S. SWELL mwma NO 5-2104 SNEEr ¢ of •di• • • • • • • • • • • • • • •• •• •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • 81.25' OA FRAME HEIGHT F5 f5 5 SPACES 0 13.85' 4.5 rift- 3' TY!? {--I t�- r TYR • • • • It • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • 107' MAX. OA FRAME MOTH • r iw. r TYP. • • y . \_ SEE DETAIL 2 ON SHEET 5 16.41 TYP, SEE DETAIL 3 ON SHEET 5 •• •••• • • • • • • • • • • • • • • DIUBLE DOOR WTM SO)EL1TE5 A NCHOR LOCATHXJS • • • HEWED FROM INTERIOR • • • • • •• ••• •• • • • •• 13.41" TYP. - —6" TV. - — r TYP. 3' TYP. r Tor SEE DETAIL 4 f ON SHEET 5 7.375' r - 6' TYP. 31 6" INN 6° T YP, 1 6 SPACES 0 11.54" 81.25' / � SEE DETAIL 6 MAX, Y ON SHEET 5 DA - (11 HEIGHT 5•50' 1 I 38,625' 37.75" MAX OA. I FRAME WIDTH I 1 kammonsW 21 Florida P. E No. 41343 ,"` I>rFx arManb a ■Maa•Om Na 28033 SEE DETAIL 4 7,375 _ / ON SHEET 5 l 31' 31' SA D00 WDNOUT SIDEllTES ANCHOR LOCA7W HEWED FROM OVTERIOR Prepared er AP"'. Phone 321-890-1788 Fax 321- 690 -1788 PRODUCT REVISED as coml;.yaig with the Florida Building Code Acceptance No 0 Expinlliog Deis ei 11; RIM e 1 8 8 1 rik 5 IR 1 9 -11 -01 SCAM: N,LS, o•0. en ,TWJ D. en S. SAFFELL 003*3 0 NW 5 -2104 SHEET wit ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • 0• • • EXTERIOR ON SNT. 4 GLAZING DETAIL 1 COL LUTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTB H POLYGON PP5530 C13 ■.14\ . 1 a Aj 1NI' • • SITE"' : : • • • • { � 0.50' • • • GLASS • .• • . • •• • BITE • • • • • • • • • • • • • • • • • • • 1i GLASS • • • • • • • • • • • L9p09 -5007 • • • • • • ••• ••• • • • • • yam • •1R1�(� .TEMPERED 1.0 MIN. GLASS INK. 0.75' AIR SPACE .75' x .50" INTERCEPT STEEL SPACER Lo.125 TEMP. Guns M1NG DEMI. 2 0.125' TEMP. TRL?8W LRE FRAME GLASS 1/2' INSULATED MAPPED GLASS LUPOY EU -5007 0.50'. 0.125" TEMP. 0.250' AIR GLASS MK. GLASS SPACE 0 125 • r 1FMP 0.50 .25 x.50' GLASS GLASS INTERCEPT BITE STEEL SPACER Fria: (3 ) Florida P. E. tc 41323 ' Raddedge. Melds 32955 lave o.am.e. of Adbettretkea 1 . Prepared By: Moor 321— 0 -1788 Fax 321 -690-1789 VIODUCT REVISED is complying with the Florida 31dtding Coda Expiration late , E �[a Mi ads Pro slot Control Division tori e 1 atr 9 -11 -01 SCOLD N.T.S. owe. en MI a•. et S. SAFFELL a AW1N3 N04 5 -2104 SHEET La ••• • • • • ••s • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • 1.75' 1.67" 1 1.21' 1L11._ 12 DEELIMALEI. 24GA (0.020 STEEL 63) =MEM Me SIEELIMALEI MDF x .3r LONG 1.50' 1 1.02' I— C) 821662"61824 ALUMINUM • • • • • • • • e 0.62' ASTRAGAL HAS TWO 0.3125' OM. x 9 LONG BOLTS; 1 ON TOP. 1 ON BOTTOM • • • • • • • • • • • • • • • • • • • • • • • 2.50' 0 =MUM FINGER JOEYTE17 PONDEROSA PINE WOOD r-d r- 1.645" 1 _1 0.411 0.831' 0.53' 0.14" AflffP SCHLE 0-LON 005 650 1.25 r „1 Lir 0 0 FT_ 1.7e aar Ell (;"; Ti; t C.1!) (IMPERIAL 0.125' 12 11.876,' ; ,.. .J.. 42 • • • • • • • • • • • • • • • • • • • • , ..... , 3 (..-,. •;,..,4.. • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • _t L O MainAl2111111 1.41. 0.48- V A: . I 1.73SZ frt. •'• • 1.00 r 0.513' I-- 1.75" 1-1 2.52' O1/2" LG. TRINITY LffE FRAME POLYPROP. 1.11' O DIQUIP-861L 0.58' mar _1 2.7 7- 14' 1.01' ri - 0 02013ISSLMI Ow STRIKE PLATE STEEL 4.00' • 1.042' 1 1.0 1— Ma I II r 1.71" POLYPROP. _L 0.375' 0.375' --I 1-- ® 3/8' QUARTET? ROUND 2121111E22 PhVE -1 1.375' 1-i+ ( • L 2.040' Die S. Florida P. L No. 41323 rratreli 1535 Co et. Sults 0326 Raided.. Florida 32955 entekate Pollsofeaso MO. 25914 0.75' 4.041' - BY PEIIKO MTH iY000 INSERT -1t. 0.125' Division Li L. OW" —11 1 4.000' (;) MUWON CAP IMMLIZIEJEUUEGE (81.25" LONG) V."./4" x 4 r 0.097" THK. STEEL 0.58' LW. Prepared By: Arrir &L. LLC Phone: 321-690-1788 Far 321-690-1789 PFDDUCT REVISED rs Lvtorlying with the Florida ELIO Cods Exp Aco:p iwi tat 0n tco . 1, 0 % 0 Iii„ii . /as BY - edolSodoetC0151111 M 1 1 1 1:kt 0 tO Os <sin nnae 9- 1-0 stem N.T.S. Bf ..WJ CM Eft S. SAFFELL OWNS 1104 5-2104 SHEET A_ OP ism • • • • • E 707 ' 2 0 2 6 L.; Y SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • •