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WS-13-1375Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 198380 Permit Number: WS -6 -13 -1375 Scheduled Inspection Date: October 30, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BLANCO, CHRISTIAN Work Classification: Window /Door Replacement Job Address: 1360 NE 103 Street Miami Shores, FL 33138- Phone Number (754)214 -2875 Parcel Number 1132050300070 Project: <NONE> Contractor: MONOGRAM WINDOWS AND DOORS Phone: (954)570 -7117 dullicdi comments REMOVE AND REPLACE EXISTING WINDWOS AND DOORS. 9 WINDOWS AND 5 DOORS. JR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 198003. CREATED AS REINSPECTION FOR INSP- 197691. CREATED AS REINSPECTION FOR INSP- 193854. CONTRACTOR MUST BE ON SITE TO VERIFY 8/20/13 Opening # 9 wrong tap cons Failed Z Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 29, 2013 For Inspections please call: (305)762 -4949 Page 8 of 26 Miami Shores village Buildin g Department artment 10050 N.E.2nd Avenue, Nhami Shores, Florida 33138 b Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 1366 N'C 103 Ave, . 71171 \ Try FBC 20 tO Permit No. _ Master Permit No. <Sl ) 3TS P ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO 1,/ Flood Zone: OWNER: Name (Fee Simple Titleholder): C 6 64'0141% V k " yv Addregq- Q 3 iv ® "F, 0 ®3 ' •i~1X City: I " I AIKIe. 15"'t,5 State: F% zip: 3 3138' Tenant/Lessee Name: Email: CONTRACTOR: Company Name: t O rOL M i V W S -P002S Phone #: 94-V ` S. 70 - %//7 Address: 97 8// ZVootJ m/ e e_k 4v ol q P®Gw c/ W 9' city: C;vcov n,,t 33073 Qualifier Name: Pei�e r b u.tr ke.. Phone#: 9iv— zye- 6 /Z� State Certification or Registration #: C Cr d- IS' / 9 70 6 Certificate of Competency #: Contact Phone #: 9 _ S'70 -7117 Email Address: %%elf' 12 Inva o q P &,"I W'0&,4ftV-S . cowl DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ +91000 -' Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ONew ❑Repair/Replace DDemolition Description of Work: Color thru tile: Submittal Fee $ 00 Permit Fee $ C2 C Q 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $. Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 "1 I Ahw.-� M A q � w • r .r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the no ' commencement and construction lien law brochure will be delivered to the person whose property is subje to attachment lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first i spe n hich occurs even (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi of b a roved and a inspection fee will be charged. Signature Signature wner cent Contractor The foregoin ent was acknowledged before me this The foregoing instrument was acknowledged before me this day o 20 13, by e.lS IAJ�sJCO day of /'�� , 2013 by�- who is ersonally k n to me or who has produced who is rsonally known o me or who has produced As identification and who did take an oath. as iden ' 1c ion an did take an oath. NOTARY PUBLIC: NOT PUBLI Sign: a Sign: JOSE EIRIZ o`- , e.` ALEXANDER Print Print: I�' ° g My Comm. Expires Nov 27, 2013 M Commission • oP EXPIRES March 14, 2007 My Commission ems, y lam„ • .° 'n,��aF++� +�Q.•` Commission #E DO 912225 )398-0153 FlorldallotaryServlce.com Naek��ks k& �k�Na�( Cek�k�ksKskalaskstas K= kik�k�M��k�kX ��kk�k�K�k�k# �:? t�kffiekakekiSaNaa�Ca�e�C�K�k% a�k�k�kXesk�h�kxaH +sK�k�k�k�k�k=k nlask�k��k+(<�k ik%R �# �RikBaHasK�e��e�( eXe�[ eX� sk%��k#��k�k�k�Iask�Ha�k�k�k#� APPROVED BY Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. _COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPTI D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: BUSINESS NAME: BUSINESS ADDRESS: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION 6 CITY v STATE ZIP CODE BUSINESS PHONE: ) 5I ©� L �� FAX NUMBER (�) CELL PHONE ( ) QUALIFIER'S NAME: Ar QUALIFIER'S LIC NUMBER: QGC, IS PTI OCo EMAIL ADDRESS (IF APPLICABLE): Created on T19109 BY MLDV l RV X209 MLDV 115 S. Andrews Ave., Rm. A-100, Pt.. FL 333 1 -1 -- 95"31-4000 VALID OCTOBER 9, 201.2 TWR9UGH , SEPTE1111BIER, 30, 20.. CBA; 2eceipt G MONOGRAM WINDOWS DOORS - CONTRACTOR Busing Nar e: Businem Tom Owner Na1n0:RM=,PETPR A BU$10"$Op.W0+d *,05/07/2012 E#tsiness L€X�aftn. 4x911 LYONS TECHNOLOGY PXWY # 1State1C*unty1C :CGC1519706 COCOXW CREEK Exempftn Code: Business Phone: q54 570 7117 ROOM. Seals': FrnPloyeas M"11108i Professionals For veeuirag sustneS 001y Numbar of amines: Vendina Tviw. Tax Transfer .Fee I NSF PeMIty I ter Y won C491 Cctai 27.00 -0.001 0.00 0 'tltT 1 00 0,00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE Of BUSINESS TNS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing mess within Browa�rd County and' non-regulatory in nature. You must meet all County andior Municipality planning WHEN VALIDATED and.zohing requirements. This Business fast Receipt must be trans%rred when the business its sold, business name has ged or you have moved the business location. This receipt does not indicate that the, business is legal -or the It is in compliance with State or iacal Eat and regulations, Ma sling Addr e. BUM, PETER K . 4911 LYONS T— BCi=1 Y P-XWY STE ##19 CE}eflit W CREEK, FL 33073 Receipt Oi&!- 13 —00010253 Paid 00/21/201*12 27.00 r ri��ilSUs8fD3�H�,' 3LlC�PETJ33 CSt'C!'t�UtuL�Y §FfOPZ}thlfdtJC' LEP4E1]Y1RrZ3 FTifENTG��,c��FF5;, AU-623681Z, STATE! ! b jam AS WW IF X.W5�F i�"-r'1 MONOG -1 OP ID: JA CERTIFICATE OF LIABILITY INSURANCE °A051�D� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy()es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER W.F. Rimer Insurance Agency Phone: 954 - 731 -5566 4752 W. Commercial Blvd Fax: 954 - 731 -8438 Fort Lauderdale, FL 33319 Jonathan F. Ramos CONTACT NAME: Jon Remes FAx ac No .954- 332 -0188 A/c No: 954731 -8438 MAIL reme roamer- ins.com ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURER A: Mid-Corrtinent Casualty Co 23418 INSURED Monogram Windows & Doors Inc 4811 Lyons Tech Pkwy #8 & 9 Coconut Creek, FL 33073 INSURER B: Association Insurance Co. 11240 INSURERC: EACH OCCURRENCE INSURER D PREMISES Ea occurrence) INSURER E MED EXP (Any one person) INSURER F : PERSONAL & ADV INJURY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�S,R R TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE POLICY NUMBER MM DD YY MMID LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑X OCCUR Miami Shores, FL 33138 04GL000859525 0912912012 09/29/2013 EACH OCCURRENCE $ 1,000,00 PREMISES Ea occurrence) $ 100,00 MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY -x1 PRO LOC PRODUCTS - COMP /OPAGG $ 2,000,00 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS 04GL000859525 09/29/2012 09/29/2013 Ea aBINE SINGLE LIMIT $ 1,000,E BODILY INJURY (Par person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ $ A X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE 04XS181487 02119/2013 09/29/2013 EACH OCCURRENCE $ 2,000,00 AGGREGATE $ 2,000,00 DED I X I RETENTION $ 10,000 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? El (Mandatory In NH) IDESCRIPSTION OF OPERATIONS below NIA WCV009253602 10/07/2012 10/07/2013 X WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYE $ 1,000,00 E.L DISEASE - POLICY LIMIT 1 $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Scheduia, If more space is required) CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 e ACORD 26 (2010105) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JUN 1 82 3 JIM, VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attac)") PROPERTY OWNER. S-11 A03 PERMIT# ADDRESS . .... ......... .. ID ! "oaAgs-. Cc- -2-313S FOLIO NUMBER-- o 30 -00?0,FLOOD ZONE: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) e, PLAN REVIEWER SIGNATURE: 4E11�0_1*"DATE:6 Created on June 2009 Property Search - Report Property Information: Folio 1 1 - 3205 - 030 -0070 Property Address 1360 NE 103 ST Owner Name(s) NICAMERICAN INC Mailing Address 50 BISCAYNE BLVD APT 4306 MIAMI FL 33132- Primary Zom, 1300 SGL FAMILY - 2801 -3000 SO Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 4/4/0 Floors 1 Living Units 1 Adj. Sq. Footage 3,513 Lot Size 10,170 SO FT j Year Built 1956 Full Legal Description REPLAT OF TR B MIAMI SHORE BAY PARK ESTS PB 63 -17 LOT 7 LESS El OFT & E10FT LOT 6 BLK 5 LOT SIZE 90.000 X 113 OR 18115 -1853 0598 4 COC 26274 -2636 03 2008 1 IMPORTANT NOTICE: The 20 11 3exemptlon and assessment values currently shown are prelim ?nary � and are sublect to change until they are nertlfieo on July 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $330,133 $299,633 $249,694 Building Value $309,961 $353,949 $356,098 Market Value $640,094 $653,582 $605,7924 Assessed Value 1 $640,094 $653,582 $605,792 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Page I of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez- Cantera Property Appraiser ei ial Photography 2012 I° t'ixalbie Vak'.ie , `orma ;r Previous 2 - - ;ar - -- X92 S i, 8oarr $Orr J,094 .;0 ISb3,582�- $0/$605,792 $0'$6 $C i $0/$605,792 ,0,009 .5,582 P e ±iqn 1 - -4-�I _$ 0! nga i xn 59 $0/$605,792 : rule imorwat.a c. "'.. I— — D -, te Arntsun, OR 5-36 c�a iaii,; U j as, a result of ex cr, , feed - -- - - - -_ -- - - n0o ai E , - --- — -- as the G r 4968 -- _a ✓hic i are q ratified i ti 6 898 a01 18" 5-1853 Which are disqualified as F result of exarn nation of the 9861 13-1 'J -3250 1 Salc-,, which are disqualified as a cf c a- nimation of the 1981 $3, 02 t ' 5 Disclaimer: The Office of the Property Appraiser and Miami -Dade County are continually editing al i up g a. d t arty information and GIS positional accuracy. No warranties, expressed or implied, are provided for c end ,a pcz ti r the ac: c r r�I he r s use, or its interpretation. Although this website is periodically updated, this information may not r_ ,ct tt oata cur rr 1y on r : Warn' Da' e , -y 's s+ s e rs of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors _ilisol rts, or irac. acles in "re inforrat ci v0ed re ardiess ofthe cause of such or for any decision made, action taken, or action not taken by the user in reliar "s up?r any informaton pro ,ded her i `>ea ;mi -Da.,e "oonty full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @mie.n,id:ade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov uer:araced o:;: ;""'-d Jun 19 2013 http: / /gisweb. miamidade. gov /PropertySearch /printMap ' rrrr 6/19/2013 1360 NE 103rd i Miaml Shores, Mark E 3 i H 1 H1k 48 44 2 HA f 38 3 HR 40 38 4 HR 94 50.6 S 131 Fold Dr 60 80 6 Bi Fold Dr 89.5 87 7 Bi Fold Dr 89.5 87 8 BI Fold Dr 89.5 87 9 131 Fold Dr 79.5 87 10 HR 53 50.6 11 HR 51 43.5 12 HR 74 60.6 13 HR 36 36 14 HR 47.9 44 t t I I } , I f { I I 1 _.._... : 3 _ . ......._. ... -_ I - - - - - windows an 9 d E 5 doors I - - -- — � } ` a Y size modifications for ! openings 1, 9 and 14, see attached deatils l i I I I I I E t t( � I t T-j f �,ra f E w t I E { f� E i I _ i .. � : I ........_ 3 - ...._..._ - -1 ...._....- _._...- .__....._.._._.__ .tea - - -- - - -i' _ j t AFPO� F -D BY DATE Sl JUN 1 2013 ¢ _ OOHING DEP F OP 3L DG DEPT `s��., aG --J 1 pf;3�, Z dia.xis SUBJECT 10 CCMPIAANCE WI FH ALL FEUERAL a JUN 4 6 2013 STATE AN,) C(,IjN , (HLA -ZS AND REGULATIONS J 1360 NE 103rd i Miaml Shores, Mark Type W H 1 H1k 48 44 2 HA 48 38 3 HR 40 38 4 HR 94 50.6 S 131 Fold Dr 60 80 6 Bi Fold Dr 89.5 87 7 Bi Fold Dr 89.5 87 8 BI Fold Dr 89.5 87 9 131 Fold Dr 79.5 87 10 HR 53 50.6 11 HR 51 43.5 12 HR 74 60.6 13 HR 36 36 14 HR 47.9 44 v IKE,�q��e+� E � r ecialty Engineering Consultants, Inc 1598 SW 30 Ave. #20 Boyntor' Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 Home Owner Nadia Address 1360 NE 103rd Ave Miami Shores, FL Date 6/4/2013 aY�mt��j�c Soecia ft Engineering Consultarifg, Inc. a� y MARK Window /Door SGD, muff WIDTH (►n) HEIGHT ( ►n) Window /door replaced 1n Product Approval # Allowable pressure see NOA Req'd Wind Pressure, see talc's Shutter required? /n Product rated for Impact? /n Comments + sf - sf psf - sf 1 HR 48. 44. Y 11- 1115.08 75 1 75 47.8 63.1 n y Bedroom #2 2 HR 48. 38. 11- 1115.08 75 75 47.8 63.4 n Y Bathroom #2 3 HR 40. 38. Y 11- 1115.08 75 75 48.1 52.3 n Y Master Bathroom 4 HR 94. 50.625 1 v 11- 1115.08 75 75 45.7 50.0 n Y I Master Bedroom 5 BI Fold Dr 60. 80. Y FL 15472 70 70 45.7 50.0 n Y Master Bedroom 6 BI Fold Dr 89.5 87. y FL 15472 70 70 43.5 47.9 n Dining Room 7 BI Fold Dr 89.5 87. y FL 15472 70 70 43.5 47.9 n ining Room 8 BI Fold Dr 89.5 87. Y FL 15472 70 70 43.5 47.9 n Dining Room 9 B1 Fold Dr 79.5 87. Y FL 15472 70 70 44.2 48.5 n Dining Room 10 HR 53. 50.625 Y 11- 1115.08 75 75 47.2 51.5 n Y Kitchen 11 HR 51. 43.5 11- 1115.08 75 75 47.6 62.9 n Y Kitchen 12 HR 74. 60.625 y 11- 1115.08 75 75 45.9 50.2 n y Kitchen 13 HR 36. 36. y 11- 1115.08 75 75 49.2 53.3 n Bathroom #3 14 HR 47.875 44. y 11- 1115.08 75 75 47.6 51.9 n y Bedroom #3 NOTES 1 Replace e)dsting doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product aperoval 2 No change in rough opening s s were made. The existing opening Is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16" diameter "Tapcon" screws minimum embedment Into the concretelma&on shall be not less than 1 -1/4 ". Quantity andspacing of fasteners shall be in accordance with the NOA and /or manufacturer's specifications. 4 Shutters or Impact resistance Is required in accordance with the "Existing Building Florida Buildin Code" section 507.3, "area replaced I reater than 25% of total aggregate area". 5 Wind design pressures are calculated in accordance with ASCE 7 -10, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this dips not Impact our calculations. If there is a substantial difference, then notify this engineer for a revised lan/calculations. 7 10 G &G HVHZ nadia.xls Sp cialty Engineering Consultants, Inc 1¢99 SW 30 Ave. #20 Boynton Beach, FL 33426. Gary McDougle, PE FL PE# 0056214 2of3 JUN 0 FLCA#0009217 t Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 -10 w/ mean roof height < 60 ft Home Owner Nadia Address 1360 NE 103rd Ave Miami Shores, FL Specla"m Engineering Consultan$.s, Inc. Date 6/4/2013 "r gal $L�aY For theta < 10 degrees the GCp values have been reduced by 10% Loads s2Eifled are for Allowable Stress - 0.6 *W ult .2.4.1 #7 0.6D+0. Zone 4 Unbreached Zone 5 Unbreached Opening Mark width in height (in Effective Area of component ft^2 Area Used GCp (positive, 4&5 GCp (negative, 4 GCp (negative. 5 P ositin. P negative P positive P negative 1 48.0 44.0 14.7 14.7 0.96 -1.06 -1.33 47.6 -63.1 2 48.0 38.0 12.7 12.7 0.97 -1.07 -1.34 47.8 -63.4 3 40.0 38.0 10.6 10.6 0.97 -1.07 -1.35 48.1 -52.3 4 94.0 50.6 33.0 33.0 0.92 -1.02 -1.25 45.7 -50.0 5 60.0 80.0 33.3 33.3 0.92 -1.02 -1.25 45.7 -50.0 6 89.5 87.0 54.1 54.1 0.86 -0.97 -1.16 43.5 -47.9 7 89.5 87.0 54.1 54.1 0.86 -0.97 -1.16 43.5 -47.9 8 89.5 87.0 54.1 54.1 0.86 -0.97 -1.16 43.5 -47.9 9 79.5 87.0 48.0 48.0 0.88 -0.98 - 1.18 44.2 48.5 10 53.0 50.6 18.6 18.6 0.95 -1.06 -1.32 47.2 -51.5 11 51.0 43.5 15.4 15.4 0.96 -1.06 -1.33 47.6 -62.9 12 74.0 60.6 31.2 31.2 0.92 -1.03 -1.26 45.9 -50.2 13 36.0 36.0 9.0 10.0 1.00 -1.10 -1.40 49.2 -53.3 14 47.9 44.0 14.6 14.6 0.96 -1.06 -1.33 47.6 -51.9 V (mph) Risk Category . Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz icd Kzt pitch of roof theta qh (psf) GCpi al a2 a3 a 7 10 C &C HVbIZ nadia.xis 175 1620 FBC for HVHZ, or Fig. 26.5 -1a 1.0 II Table 1.5 -1, page 2 d Section 26.7 70 60 16 1.04 Table 30.3 -1 0.85 Table 26.6 -1 pap 250 1 Figare 26.8 -1, page 252 p q h, (Xp _ � , 4112 18.4 degrees \""Y u 18.4 degrees 1.0 Reduction factor for slope of roof 69.43 Velocity Wind Pressure Q ntcan roof height 0.18 -0.18 0.55 -0.55 6.00 10 0/oofwidth 1 7.00 10% of width 2 6.4 0.4*mean roofheigpt 6.00 End Zone distance See Table 6-7 pg 62 300 S claity Engineering Consultants, Inc 1588 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 JUN �Q9 FLCA#0009217 Florida. BuildingCode Online Page 1 of 2 Bc15 Home I Log In I User Registration I Hot Toplcs I Submit Surcharge � State & Facts I Publications I FBC Staff I SCS Site Map I Links I Search oduct Approval BER: Pubec User Product Approval Menu > ereduct or AOOltration Search > Aoollcattan list > Application Detail FL # _ FL15472 -R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Euro -Wall Systems, LLC Address/Phone/Email 24100 Tseo Blvd. Punta Gorda, R. 33980 (888)989 -3876 scotboeuro- wail.com Authorized Signature Scott Zurbriggen scottz@euro-walf.com Technical Representative ScottZurbriggen Address/Phone/Email 24100 Thm Blvd. Punta Gorda, Fl. 33980 (888)989 -3876 scottz@euro-wall.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucen sed Florida Professional Engineer Evaluation Report - Pardcopy Received Florida Engineer or Architect Name who developed the Robert lames Amoruso Evaluation Report Florida License PE -49752 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Charles A. Pagan P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Certificate of Independence FL15472 R2 COI CofI 2068 RevO 412 -0214 Euro -Wall HVFZ- Door.pd E 15472 R2 COI Coll 2130 -2138 Rev1 412 -0612 Euro- Wolff Referenced Standard and Year (of Standard) Mandard Ygr AAMA/WDMA(CSA 101/IS.2/A440 2000 ASTM E3886 2009 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 El Authorized Signature Scott Zurbriggen scottz@euro-walf.com Technical Representative ScottZurbriggen Address/Phone/Email 24100 Thm Blvd. Punta Gorda, Fl. 33980 (888)989 -3876 scottz@euro-wall.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucen sed Florida Professional Engineer Evaluation Report - Pardcopy Received Florida Engineer or Architect Name who developed the Robert lames Amoruso Evaluation Report Florida License PE -49752 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Charles A. Pagan P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Certificate of Independence FL15472 R2 COI CofI 2068 RevO 412 -0214 Euro -Wall HVFZ- Door.pd E 15472 R2 COI Coll 2130 -2138 Rev1 412 -0612 Euro- Wolff Referenced Standard and Year (of Standard) Mandard Ygr AAMA/WDMA(CSA 101/IS.2/A440 2000 ASTM E3886 2009 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certtffed By Florida Licensed Professional Engineer or Architect FL15472 R2 Eouly EER 2069 RevO 412 -0214 Euro -Wall HVHZ- DOOr.adf EL15472 R2 Eauiv EER 2130 Revi 412 -0612 Euro- Wall.ndf FL15472 R2 Eaufv EER 2138 Revl 412 -0612 Euro - Wall "ndf Sections from the Code http : /lwww.floridabuilding.org(pr /pr app_ dtl. aspx? pararn= wCirEVXQwtDgtep %2bDhVRQ... 6/112013 Florida. BuildingSCode Online Product Approval Method Method 1 Option D Data Submitted 12/20/2012 Date Validated 12/20/2012 Data Pending FBC Approval 12ASn012 Deft Approved 02/04/2013 Page 2 of 2 mmary of Products L # IModel, Number or Name Descrlptlon 15472.1 EURO -4 BlFold Wood Door System EURO -4 BlFold Wood Door System -LMI, HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7 5472 R7 TT EI1R000Y RevO 51-Fold HVHZ.pd Approved for use outside HVH2: Yes Verified By: Robert J. Amoruso, P.E. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +55/ -55 Evaluation Reports other: FLI5472 R2 AE PER 2068 RevO 412 -0214 Euro-Wall HVHZ- Door.Ddf Created by Independent Third Party: No 15472.2 RO-4 BlFold Wood Door System EURO -4 BlFold Wood Door System -LMI, Non -HVHZ umhs of Use Installation Instructions Approved for use in HVHZ: No B -15472 RZ II EUR0002 RevO BI -Fold NON- HVHZ.Ddf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +55/ -55 Evaluation Reports Other. FLIS472 S472 R2 AE PER 2070 Ravi) 412 -0214 Euro-Wall Non-HVHZ- Door.pdf Created by Independent Third Party: Yes 15472.3 - Euro-C3 Bil bld Aluminum Door System Euro-C3 BlFold Aluminum Door System - Large Missile Impact, Non - HVHZ Limns of Use Installation Instructions Approved for use In HVHZ: No 131 S472 R2 11 EUR0003 RevA Q 4Panel_Ddf Approved for use outside HVHZ. Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other. FLIS472 R2 AE PER 2130 Revl 412 -0612 Euro- WeII.Ddf Created by Independent Third Party: Yes 15472.4 Euro-C3 BlFold Aluminum Door System Euro-C3 BlFold Aluminum Door System - Non - Impact, Non -HVHZ UmHs of Use Installation Instruction Approved for use in HVHZ: No FL15472 R2 II EUR0003 RevA C3 4PaneLDdf Approved for use outside HVH& Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: No Created by Independent Tfdrd Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. FLIS472 R2 AE PER 2130 R ®v1 412 -0612 Euro- Wall.odf Created by InLeLendent Third Party: Yes 15472.5 Euro -C3 Bifold Aluminum DoorrvSystem Euro -C3 BlFold Aluminum Door System - Large Missile Impact, HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15472 R2 II EUR0004 RevA C3 417anel HVHZ.Ddf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other: R 5472 R2 AE EPDM Gasket Material Testina.Ddf ELIS472 R2 AE PER 2138 Revl 412 -0612 Euro- Wall.Ddf Created by Independent Third Party: Yes 15472.6 Eum-C3 BlFbld Aluminum Door System Euro-C3 BlFold Aluminum Door System - Non - Impact, HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS472 R2 II EUR0004 RevA C3 4Panel HVHZ.Ddf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Rent: No Created by InclependentThird Party: Yes Design Pressure: +701-70 Evaluation Reports Other. FL15472 R2 AE EPOM Gasket Material Testlna.odf AE 2138 Revl EL15472 R2 PER 412 -0612 Euro- WaII.Ddf Created by Independent Third Party: Yes Contact Us:: 1940 North Marta Street. Tallahassee FL 32389 Phone: 850487 -1824 The State of Florida Is an AAJEEO employer. Coardoht 2007 -2010 State of Flork.a.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida low, email addresses are public reeds. If you do not want your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide to Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Acceptsr 10 FM MR M l e A EI k = http:// www.floridabuilding.orgJpr /pr_app dtl. aspx? param= wGEVXQwtDgtepolo2bDhVRQ... 611/2013 EURO -WALL SYSTEMS, LLC ELRO -C3 BZFOLD ALUUZVL MDOOR SYSTEM - HYKZ I NS TA L L A T I O i Y A N CS OR A GE D E TA T L S GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FSC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED INTERTEK TESTING SERVICES TEST REPORT NO. 100246468COQ-004A,10011S893CM -OOM AND 100244SWCOQ-002, ADDENDUM LETTERS TO THESE REPORTS AND ASSOCIATED LABORATORY DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 1 MASONRY AND 2X FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 1X AND 2X BUCKS WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 4.1. IN ACCORDANCE WITH THE 2010 FSC, SECTION 2411.3.3.3, WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 23282. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. 8, OPENING PROTECTION: SHEET 6.1. IMPACT PRODUCTS GLAZED WITH GLAZING OPTION 2 ON SHEET 7: GENERAL NOTES AND DEMON PRESSURE RATINGS 8.111. WHEN USED IN AREAS INSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRNG OPENING PROTECTION, THIS PRODUCT COMPLIES WITH SECTIONS 1626 AND R4403.18 OF THE FSC AND DOES NOT REQUIRE AN IMPACT ELEVATION AND ANCHOR LAYOUT RESISTANT COVERING, THIS PRODUCT MEETS LARGE MISSILE IMPACT TESTING REQUIREMENTS OF TAB 2D1 AND TAB 203. VERTICAL CROSS SECTION 8.2. NON4MPACT PRODUCTS GLAZED WITH GLAZING OPTION 1 ON SHEET 7: B 62.1. THIS PRODUCT IS REQUIRED TO USE AN IMPACT PROTECTIVE SYSTEM THAT COMPLIES WITH THE FLORIDA BUILDING CODE IN THE HVHZ. JBILL OF MATERIALS AND OWING DETAILS 7. MATERIALS: 7.1. DOOR HEAD TRACK MATERIAL, EXTRUDED ALUMINUM 6083.78. 72. DOOR SILL L AND JAMB TRACK MATER EXTRUDED ALUMINUM 8063 -T6. DESIGN PRESSURE RATING (PSF) IMPACT RATING DESIGN PRESSURE RATING (PSF) _ _ IMPACT RA 7.3. DOOR PANEL STILE MATERIAL EXTRUDED ALUMINUM 6063 -T5. ITW TAPCON (3} 1/4' 1 1/2 1 i/B 7.4. DOOR PANEL STILE MATERIAL: EXTRUDED ALUMINUM 8083T8. CONCRETE - _ T.B. ASTRAGAL MATERIAL: EXTRUDED ALUMINUM TB. +70.01 -70.0 NONdMPACT I +70.01 -70.0 LARGE MISSILE 7.8. IMPACT GLAZING INTERLAYER: 0.090' SENITRYGLAS BY DUPONT, NOA 11 -M4A2 13/8 1 IJ — -- -- 7.7. EPDM GLAZING GASKET: MEETS ASTM C 684-5 IN ACCORDANCE WITH THE 2010 FBC, WITH GLAZING OPTION 1 ONLY. SEE SHEET 7 FOR WITH GLAZING OPTION 2 ONLY. SEE SHEET 7 FOR SECTION 2411.3.4 AND 2010 FRO, SECTION R44102.3.4. GLAZING DETAIL. GLAZING DETAILS. 8. HARDWARE 8.1. PADDOCK MULTI-POINT LOCK MECHANISM WITH TOP AND BOTTOM HIGH SECURITY SHOOTSOLTS. 82. OFFSET HINGE WITH AND WITHOUT HANDLE BY EL1R06WALL SYSTEMS, LLC. 8.3. TWNPOINT GEARSET WITH STAINLESS STEEL SHOOTBOLTS AND ALUMINUM RODS. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0401 GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAILS. 10. DESIGNATIONS'W AND'O' STAND FOR THE FOLLOWING (AS APPLICABLE): 10.1. X OPERABLE PANEL 102. O: FIXED PANEL 11. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 20031.42. TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND DEMON PRESSURE RATINGS 2 APPROVED CONFIGURATIONS AND INSTALLATION NOTES 3 ELEVATION AND ANCHOR LAYOUT 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION — SILL OPTIONS B lHORIZOWAL CROSS SECTIONS 7 JBILL OF MATERIALS AND OWING DETAILS INSTAUATION ANCHOR SCHEDULE FRAME SUBSTRATE HEAD TYPE INANUFACTURERAND/QR � MIN. ENIII'I. INDI•HDGE CAPACITIES BAS ®ON COMPONENT SPECIFICATION _ DISTANCE{Dt} MIN. 2000 PSI CONCRETE BUT NOT LESS ITW TAPCON (3} 1/4' 1 1/2 1 i/B THAN THAT REQIRED BY BUILDING CODE HEAD,SILLOR ... JAMBS CONCRETE - MIN. 2500 PSI CONCRETE BUT NOT LESS - -- Bco Ultracon 1/4' 13/8 1 THANTHATREWRED BYBUILDINGCODE STRENGTH CONIFORMANCETO ASTM C -90, MASONRY SEE NOTE ITWTAPCON(3) 1/4' 1 I MEDIUM WEIGHT DENSITY >117 PCF JAMBS (BLOCK(CMU), BELOW. STRENGTH CONFORMANCE TO ASTM C-90, — - - - - Eco Ultracon 1/4' 11/4 1 MEDIUM WEIGHT ANSI 818.6.1 (WOOD SCREW) NO. 12 1 3/8 7/8 WOOD WITH A MINIMUM SPECIFIC GRAM HEADANDStLL WOOD (1) ASME 818.6.4 TRAPPING SCREW) Mlninwm OF 055 ANSI 8184.1 (WOOD SCREW) NO. 11/2 1 WOOD WITH A MINIMUM SPECIFIC GRAVITY IAMBS WOOD (2) ASME BISAA (TAPPING SCREW) OF SS ass ROTE& 1) FOR N0.12 WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL0.12' PILOT HOLE FOR WOOD FRAME INSTALLATION. 2) FOR N0.14 WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.134' PILOT HOLE FOR WOOD FRAME INSTALLATION. 3) WHEN ITW TAPCONIS ARE USED FOR CONCRETE/MASONRY INSTAWLTION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE 4) HEAD FRAME COMPONENT WILL USE PAN HEAD WOOD/TAPPINO SCREWS OR HEX HEAD CONCRETE SCREWS. StLL AND JAMB FRAME COMPONENTS WILL USE FIAT HEAD WOOD/TAPPING/CONCRETE SCREWS. MMV - S® 6 -I -R -9 U O W O oo� N o M� Robert J. AmorOBD, P.E. FL P.E. No. 49752 INSTALLATION ANCHOR QUANTITIES AND LOCATIONS: 1.1. JAMBS 1.1.1. JAMB INSTALLATION ANCHORS ARE COMPRISED OF TWO ANCHORS LYING IN THE SAME PLANE OR LOCATION AS SHOWN IN THE JAMB ELEVATION VIEW ON SHEET 3. 1.12 JAMB INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED)ALONO THE HEIGHT OF THE JAMBS. 1.1.3. SPACING OF THE TWO (2) INSTALLATION ANCHORS ALONG THE HEIGHT OF THE JAMBS SHALL BE AS SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.1.4. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS SHALL BE AS FOLLOWS. 1.1.4.E FOR SECTION VIEW C/8 AND 078, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS APPROXIMATELY 13117. yy 1.1.42. FOR SECTION VIEW 814, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS Y MINIMUM. � II�• Ir �� I.I.B. QUANTITIES OF INSTALLATION ANCHORS. 1.1.6.1. FOR THE 100' TALL DOOR (TESTED HEIGHT), A MINIMUM OF EIGHT (8) ANCHOR LOCATIONS AS SHOWN IN THE ELEVATION VIEW ON SHEET 3 ARE REQUIRED. EACH LOCATION REQUIRES TWO (2) ANCHORS SPACED APART AS DETAILED ABOVE. 1.182 FOR DOOR HEIGHTS LESS THAN 100', THE INSTALLATION ANCHORS CAN BE REDUCED BY ONE LOCATION EACH TIME THE ON CENTER SPACING (127 DECREASES TO 60% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.18. BEC71ON VIEW SM CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 2' MIN IN WOOD, CONCRETE OR MASONRY SUBSTRATE 1.1.7. SECTION VIEW C48 CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING 1813118' IN CONCRETE OR MASONRY SUBSTRATE AND SHALL EMPLOY 2)( BUCKING ATTACHED TO THE CONCRETEIMASONRY SUBSTRATE IN ACCORDANCE WITH GENERAL NOTE 4. J. 1.1.8. SECTION VIEW 018 CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 13M6' IN WOOD FRAMINGSUBBTRATE. IV* Y- 1 12. HEAD 17�'Y— 12.1. HEAD INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE WIDTH OF THE HEAD. 122 DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS IS SHOWN IN SECTION VIEW A14 AND IS APPROXIMATELY 1- Bf16', 1,2.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT NECESSARILY LE IN THE SAME PLANE OR LOCATION. 1.2.4. QUANTITIES OF INSTALLATION ANCHORS. IZ4.1. FOR THE 1B Y WOE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS - SEE ELEVATION VEWIHEADER ANCHOR LAYOUT ON SHEET 3. 124.1.1. EXTERIOR ANCHORS I Z4.1 .1.1.A TOTAL OF SEVENTEEN (17) ANCHORS ARE INSTALLED. 124.1.12 FROM JAMB ENDS FIVE (6) ANCHORS ARE INSTALLED AT 9 FROM THE OUTSIDE OF THE JAMB, THEN 3' ON CENTER FOR THE REMAINING FOUR (4) ANCHORS. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 12.4.1.1.3. BETWEEN THE JAMB END CLUSTERS, SEVEN (7) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 18' MAX 12.4.12 INTERIOR ANCHORS 12A.1 2.1.A TOTAL OF TWELVE (12) ANCHORS ARE INSTALLED. 12.4.122 FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT 3' FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 12.4.12.3. BETWEEN THE JAMB END ANCHORS, TEN (10) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 14.1/7 MAX. 1242. FOR DOOR WIDTHS LESS THAN 167, THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (18' FOR EXTERIOR AND 14-Ire FOR INTERIOR ANCHORS) DECREASES TO SD%OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 12421. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL NOT BE REDUCED. 12.422.ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 180' 12.4.3. FOR DOOR WIDTHS GREATED THAN 180', THE INTERMEDIATE ANCHORS CAN BE MWEASED AS REQUIRED TO MAINTAIN THE ON CENTER SPACING 06' FOR EXTERIOR AND 14.1)7 FOR INTERIOR ANCHORS) OF THAT BROWN IN THE ELEVATION VIEW ON SHEET 3. 12.4.3.1. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL REMAIN THE SAME. M Aw0 L 124.32 ONLY THE INTERMEDIATE ANCHORS SHALL BE INCREASED FOR DOOR WIDTHS GREATER THAN I W 1.3. BILL +� 1.3.1. SILL INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHOR$ (AS MFASURED)ALONG THE WIDTH OF THE SILT.. 1.32 DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS ARE SHOWN IN SECTION VIEW A14 AND AB AND ARE APPROXIMATELY 27/32'. 1.3.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT LE IN THE SAME PLANE OR LOCATION. 13.4. QUANTITIES OF INSTALLATION ANCHORS. 13.4.1. FOR THE 160' WIDE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS- SEE ELEVATION VIEWISILL ANCHOR LAYOUT ON SHEET 3. 1.3A.I.1.IX/ERIOR ANCHORS 1.3.4.1.1.1.A TOTAL OF THIRTEEN (13) ANCHORS ARE INSTALLED. 1.3.4.1.12 FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT 8' FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE SILT.. 1.3.4.1.1.3. BETWEEN THE JAMB END ANCHORS, ELEVEN (11) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 1r MAX 1.3.4.12. INTERIOR ANCHORS 1.3.4.121.A TOTAL OF SIXTEEN (16) ANCHORS ARE INSTALLED. 1.3.4.122 FROM JAMB ENDS TWO (2) ANCHORS ARE INSTALLED AT 7 FROM THE OUTSIDE OF THE JAMB, THEN 1-3W ON CENTER FOR THE ADDITIONAL ONE (1) ANCHOR. THIS IS APPLICABLE TO EACH BIDE OF THE SILL. 12.4.12.3. BETWEEN THE JAMB END CLUSTERS, TWELVE (12) INTERMEDIATEANCHORS ARE SPACED ON CENTER AT 12' MAX. 1.3.42. FOR DOOR WIDTHS L.EM THAN 180', THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (12' FOR EXTERIOR AND 12' FOR INTERIOR ANCHORS) DECREASES TO 60% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.3A2 -1. END ANCHORS (CLUSTER OF TWO AT INTERIOR AND ONE AT EXTERIOR) SHALL NOT BE REDUCED. 1.3A.22. ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 1W ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET ONME FOR THE RESPECTIVE SUBSTRATE. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SUE 18114 INCH. SHIM WHERE SPACE OF 1116 NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING} INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING DISSIMILAR METALS OR MATERIALS N CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. INSTALLATION ANCHORS SHALL BE INSTALLED N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHOR$ SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 1. APPROVED CONFIGURATIONS 2 =-PANEL - 2LM OR VIEW 3•PANn - 2LM /1RIGHT EXTERIOR VIEW E-2AANEL r EXTERIOR VIEW 4-PANEL - PANEL 1LEFf /3RIGHT � EXTERIOR VBiW a a N I 2- PANEL - 1LEPT /1BIGHT EXTERIOR VIEW 4-PANEL • 3LEVVIRIGHT EXTERIOR VIEW cp jg 3 -PANEL - 3LEBT EXTERIOR VIEW 4 -PANEL - 2LEPT /2RIGHT EXTEBIOB VIER' CA4 a (n go Z - =o 3-PANEL • 3RIGHT EXTERIOR VIE_ W 4 -PANEL - 4LM EXTERIOR TAW Iy ro _ -� 3 -PANEL - ILE@T /2RIGHT EXTMUOR VIEW 4-PANEL - 4RIGHT EXTERIOR VIEW F+I NOTE: APPROVED CONFIGURATIONS ABOVE ARE POSSIBLE ARRANGEMENTS THAT ARE ALLOWED BASED ON NOT EXCEEDING THE MAXIMUM TESTED PANEL SIZE AS SHOWN IN SHEET 3 ELEVATION. OTHER ARRANGEMENTS ARE ALLOWED IF NOT EXCEEDING THE MAXIMUM PANEL SIZE AND USING APPROVED VERTICAL CONDITIONS. Robert J. Amoroso, P.E. FL P.E. No. 48762 4" MAX. - 1 9 /i6" MIN. --- 3 -_ " MAX. SEPARATION ° -MAX, ; 3" MAK _ 16" MAX. HEADER 3" MAX. EXTERIOR O.C. TYP. 1 5/32" 3 MAX. --+` !� 14 1/2° MAX. HEADER ANCHOR LAYOUT INTERIOR 1 3/4" D.C. 7YP. LEFT• SIDE OF HEADER SHOWN, RIGHT SIDE IS IDENTICAL 160" MAX. O.A FRAME WIDTH 39" O.A. 39" O.A. 39" Q.A 39 5/32" O.A PANEL WIDTH /PPAANNEL WIDTH PANEL WIDTH PANEL WIDTH 1 in r I. I Ire It 'a i. Y i 1 -.f 1: �1 I f' 1 11 dl 1. I 12" MAX. 12" MAX. O.C. TYP. X X r X X SEE HEADER ANCHOR LAYOUT ABOVE FOR ANCHOR SPACING 95 15/16" O.A. PANEL HEIGHT _ 1 GG" MAX. OA FRAME HEIGHT TWO (2) INSTALLATION ANCHORS PER LOCATION 6" MAX. T1'P.- , 1-4 1 SEE SILL ANCHOR LAYOUT 5 ELEVATION AND ANCHOR LAYOUT BELOW FOR ANCHOR SPACING EXTERIOR VIEW 1 3/4" MAX. 2" MAX. 12" MAX. 12" . MAX. INTERIOR SILL 1 23/32" 27/32" MIN. SEPARATION --k 9" MAX 12" MAX. SILL ANCHOR LAYOUT 1 i5 /16" O.C. TYR LEFT SIDE OF SILL SHOWN, RIGHT SIDE IS IDENTICAL EXTERIOR o U N I i $ H 0� u) c cqi z s N se � mc� Robert J. Amontso, P.E. FL P.E. No. 49752 MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SEALANT BY OTHERS INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 1 9/16" MIN. SEPARATION MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 1/4 ; MAX. SHIM NON- IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. INTERIOR SEALANT BY OTHERS 1/4- MAX. SHIM MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. 27/32" MIN. VARIES. SEE ANCHOR - SEPARATION SCHEDULE SHEET ' A_ VERTICAL CROSS SECTION 4 WITH STANDARD SILL TRACK W /RISER (SEE SHUT 5 FOR ADDITIONAL SH,L OPTIONS) M al h I O �W � o W �i � Ei aD e99 dpo vi W� OC Z? m0 W Robert J. Amonuso, P.E. FL P.E. No. 49762 EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SUBSTRATE vARIES. SEE ANCHOR SCHEDULE SHEET 1 NON— IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. SHOWN SEE SHEET 7 INTERIOR SEALANT BY OTHERS 1/4" MAX. SHIM (OPTIONAL) MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. I 27/32° MIN. VARIES. SEE ANCHOR SEPARATION SCHEDULE SHEET 1 A VERTICAL CROSS SECTION \IV WITH STANDARD SILL. TRACK W/O RISK AL (TESTED TO 0,15 CFM /FT2 (TESTED TO 0,33 CFM /FT2 PERIMETER SEALANT BY OTHERS SILL EMBEDDED IN CONCRETE SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 1. EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 .e •de EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEELA PERIMETER SEALANT BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 NON — IMPACT GLASS, REM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. 15 SHOWN 15 SEE SHEET 7 14 INTERIOR SEALANT BY OTHERS 1/4" MAX, (OPTIIM ONAL) MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. 27/32° MIN. VARIES. SEE ANCHOR SEPARATION SCHEDULE SHEET 1 A VERTICAL CROSS SECTION 5 WLTH ADA SILL TRACK W/O RISER TERNATE SILL OPTIONS AT A POSITIVE TEST PRESSURE OF 1,57 PSF) AT A POSITIVE TEST PRESSURE OF 6,24 PSF) NON— IMPACT GLASS, REM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. / 15 SHOWN 15 SEE SHEET 7 13 INTERIOR SEALANT OTHERS ERS d e% �d MIN. EMBEDMENT de VARIES. SEE ANCHOR y . SCHEDULE SHEET 1 MIN. EDGE DIST. 27/32" MIN. VARIES, SEE ANCHOR SEPARATION SCHEDULE SHEET 1 A VERTICAL CROSS SECTION 5 WrrH STANDARD SILL TRACK W/O RISER F.MDFADED IN CONCRETE SUBSTRATE PERIMETER BY SILL EMBEDDED IN CONCRETE SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 1, NON— IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. 15 SHOWN 18 SEE SHEET 7 1a INTERIOR SEALANT BY OTHERS MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE =, 27/32" MIN. VARIES. SEE ANCHOR SEPARATION SCHEDULE SHEET 1 A VERTICAL CROSS SECTION 5 WITH ADA SIU TRACK ENIBEDDRD IN CONCRJIM SURSTRATR N o a �1 Robert J. Amoroso, P FL P.E. No. 49752 � C-4 ° s n o n Z ¢ cold z 8 _� go 9B a, mo a Robert J. Amoroso, P FL P.E. No. 49752 MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 1/4° MAX. SHIM I OUR � � 1 1/2° MIN. _ EMBEDMENT 13/16" M1N. 6. SEPARATION 1/4" MAX. SHIM INTERIOR ' a 11 MIN. � SCREW 4S2" EXTERIOR SEPARATION NON— IMPACT GLASS, ITEM #14 WOOD 4• a 10, SHOWN. SEE SEALANT SHEET 7 FOR BY OTHERS ADDITIONALLY APPROVED SCREW IMPACT GLAZING OPTION. 2X WOOD FRAMING I BY OTHERS EXTERIOR a . • EXTERIOR U2 2X WOOD FRAMING INSTALLATION MIN. EDGE DIST. VARIES. SEE ANCHOR NON — IMPACT GLASS, ITEM < d NON— IMPACT GLASS, ITEM W SCHEDULE SHEET 1 10, SHOWN. SEE SHEET 7 FOR de. . SEALANT 10, SHOWN, SEE BY OTHERS SHEET 7 FOR W E-+ SBY�O HERS ADDITIONALLY APPROVED PERIMETER SEALANT ADDITIONALLY APPROVED IMPACT GLAZING OPTION. IMPACT GLAZING OPTION, Elm SEALANT MASONRY BY OTHERS i o INSTALLATION ANCHOR SRO /COON 2X WOOD BUCK VARIES, SEE ANCHOR BY OTHERS 8 zz g9 SCHEDULE SHEET 1 B ORIZONTAL CROSS SECTION S o C HORIZONTAL CROSS SECTION �lv ALTERNATE INSTALLATION SUBSTRATE AND ANCHORS VARY, SEE ANCHOR SCHEDULE SKEET 2 ( BUCK OVER MAASONRY /CONCRETE INSTALLATION ' �a ' GDU 1 1/2" MIN. 1/4" MAX. p EMBEDMENT SHIM �r I INTERIOR INTERIOR W I13/16° MIN, SEPARATION #14 WOOD ti ` SCREW EXTERIOR NON— IMPACT GLASS, ITEM 10, SHOWN. SEE SEALANT SHEET 7 FOR BY OTHERS ADDITIONALLY APPROVED IMPACT GLAZING OPTION. 2X WOOD FRAMING PERIMETER SEALANT BY OTHERS BY OTHERS D ORIZONTAL CROSS SECTION 2X WOOD FRAMING INSTALLATION EXTERIOR E [ORIZONTAL CROSS SECTION 6 NON — IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. Robert J. Amoroso, P.E. FL P.E. No. 49752 BILL OF MATERIALS ITEM # PART # DESCRIPTION MANUFACTURER MATERIAL 1 HEAD TRACK SAPA ALUMINUM 6063 -T5 2 SILL TRACK SAPA ALUMINUM 6063 -T5 3 JAMB TRACK SAPA ALUMINUM 6063 -T5 4 DOOR STILE SAPA ALUMINUM 6063 -T5 5 DOOR PANEL TOP RAIL SAPA ALUMINUM 6063 -T5 6 DOOR PANEL BOTTOM RAIL SAPA ALUMINUM 6063 -T5 7 GLAZING STOP SAPA ALUMINUM 8063 -T5 8 ASTRAGAL SAPA ALUMINUM 6063 -T5 9 9/16° LAMINATED IMPACT GLASS 10 15/16" IGU NON - IMPACT GLASS 11 EPDM DRY GLAZING GASKET TRELLEBORG SEALING PROFILES U.S. INC. EPDM MEETING ASTM C 864 -05 12 EC3 REDUCER 14MG SAPA ALUMINUM 6063 -T5 13 STANDARD SILL TRACK W/O RISER SAPA ALUMINUM 6063 -T5 14 ADA SILL TRACK SAPA ALUMINUM 6063 -T5 15 SWEEP WITH STRAIGHT RUBBER RUBBER 16 SWEEP WITH ROUND RUBBER RUBBER 15/16" OA. 5/32" TEMPERED 5/32" TEMPERED 11/16" GLASS EXTERIOR EPDM DRY GLAZED 11 GASKETS INTERIOR p GLAZING OPTION I 15116" NON -L"ACT 1/4" ANNEALED - 0.090" SENTRYGLAS BY DUPONT 11/16" GLASS 1.25" STRAIGHT SWEEP TTEM NO. 15 9/16" O.A. 1/4" ANNEALED EPDM DRY GLAZED 11 GASKETS EXTERIOR j f INTERIOR OGLAZING OPTION 2 9116" LARGE ML4SILE IMPACT --{ � .25" 1.16" E &. R.22" ROUND SWEEP TEEM NO. 16 al :r ° J- ° o I N� 0 r X05 HW y U� R �Z E r� wc°a DOE �G 9p mcv W � Robert J. Amotuso, P.E. FL P.E. No. 48752 y r Arop"Ar ALW Product Evaluation Report Date: December 14, 2012 Report #: 2138 Report Revision No.: 1 Project #: 412 -0813 Product Mfg.: Euro -Wall Systems, LLC 24100 Tiseo Blvd. Punta Gorda, FL 33980 Product Description: Euro -C3 BiFold Aluminum Door System - Large Missile Impact, HVHZ Euro -C3 BiFold Aluminum Door System - Non - Impact, HVHZ Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: Product Approval Rule 9N- 3.005(1)(d)- Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752 -0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, ��, Lei P.E. do not have, nor will acquire, any financial interest ty A 5 4 in the company manufacturing or distributing ®a�v�O fii product(s) covered by this Product Evaluation Report.o No 49752 �Q PTC Product Design Group, LLC and Robert J. Amoruso, ,� B P.E. do not have, nor will acquire any financial interest: TA in any other entity involved in the approval process or '�,,� d�A► testing of the product(s) covered by this Product �`�, ®m�gO ID Evaluation Report. $ 0 PTC Product Design Group, LLC Project No. 412 -0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321 - 690 -1788 Fax: 321 - 690 -1789 No. 2138 Page 1 of 5 FBPE Certification of Authorization No. 25935 Arop"N ALW SCOPE Evaluate Euro -Wall Systems Euro -C3 BiFold Aluminum Door System — Large Missile Impact, HVHZ and Euro -C3 BiFold Aluminum Door System — Non - impact, HVHZ for conformance to the 2010 Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT - INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The 2010 Florida Building Code (FBC) and 2010 Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation (Reference 3) and depicted on the installation drawings (Reference 1) are the following. 2010 Florida Building Code (FBC), Building Volume 0 1609.1.2 Protection of Openings 0 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris 0 1715.5.2 Exterior windows, sliding and patio glass doors 0 1715.5.3 Exterior door assemblies 0 1715.5.4 Anchorage methods 0 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ • 2010 Florida Building Code (FBC), Residential volume • 8301.2.1.2 Protection of Openings • R4403.16 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris • R612.6 Exterior windows, sliding and patio glass doors • R612.8 Exterior door assemblies • R612.10 Anchorage methods • R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ PTC Product Design Group, LLC Project No. 412 -0913 Robert J. Armoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321 - 690 -1788 Fax: 321 - 690 -1789 No. 2138 Page 2 of 5 FBPE Certification of Authorization No. 25935 APOOFAV ALW LIMITATIONS AND CONDITIONS OF USE This product evaluation report contains or makes reference to specifications, technical details and installation details and /or methods that pertain to the proper use and /or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 9N -3. • Design Pressure Rating (psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 9N- 3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 9N -3. APPLICATIONS /INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 9N3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 9N- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS SUMMARY Reference 2 conducted testing to the following standard(s). See Reference 3.b for Equivalency Evaluation of test procedures to the 2010 FBC /FRC. 1. TAS201 -94, Impact Test Procedures. 2. TAS202 -94, Criteria for Testing Impact & Non - Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203 -94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. PTC Product Design Croup, LLC Project No. 412 -0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321 - 690.1788 Fax: 321 -690 -1789 No. 2138 Page 3 of 5 FBPE Certification of Authorization No. 25935 ArMFAV ALW MATERIAL CERTIFICATIONS 1) Laminated Glass lnterlayer, a. Dupont Sentryglas interlayer material certification per NOA. No. 11 -0624.02. 2) EPDM Glazing Gasket: a. Hexpol Compounding — Burton Rubber Processing Test Report No. 75308 for Trelleborg Sealing Profiles, Compound No. RM260864 testing to ASTM C864 -05 b. A2LA ISO /IEC 17025:2005 Accreditation of Hexpol Compounding — Burton Rubber Processing i. Certificate No. 0121.01 ii. Certificate No. 1200.01 c. Trelleborg EPDM Glazing Gasket meets ASTM C 864 -05 in accordance with the 2010 FBC, Section 2411.3.4 and 2010 FRC, Section R4410.2.3.4. REFERENCES & SUPPORTING DOCUMENTS 1) Drawings: a) EUR0004, Rev. 0, dated October 11, 2012, signed and sealed by Robert J. Amoruso, Euro -Wall Systems LLC, Euro -C3 BiFold Aluminum Door System - HVHZ, Installation Anchorage Details 2) Test Reports a) Intertek Testing Services Testing to TAS 202 -94 i) Test Report No. 100244636COQ -002, dated February 24, 2011 and Addendum Letter dated August 151 2012 for testing to TAS 202 -94, Test Results: Design Pressure = +/ -70 psf. ii) Test Report No. 100118893COQ -003A, revised October 7, 2010 and Addendum Letter dated August 13, 2012 for testing to TAS 202 -94, Test Results: Design Pressure = +/ -70 psf. b) Intertek Testing Services Testing to TAS 201 -94 and TAS 203 -94 i) Test Report No. 100245458COQ -004A, revised September 8, 2011 and Addendum Letter dated June 20, 2011 for testing to TAS 201 -94 and TAS 203 -94, Test Results: Design Pressure = +/ -70 psf. c) Architectural Testing to TAS 202 -94; Test Report No. C4820.01- 401 -18 and C4537.01- 401-44 for Optional Sills. 3) Reports a) PTC Report No. 2129, Anchorage Engineering for Euro-Wall Systems LLC, Euro -C3 BiFold Aluminum Door Systems, dated July 24, 2012, signed and sealed by Robert J. Amoruso. b) PTC Report No. 2138 -EER, Equivalency Evaluation to the 2010 FBC for Euro -Wall Systems LLC, Euro -C3 BiFold Aluminum Door System — LMI, HVHZ and Euro -C3 BiFold Aluminum Door System — Non - Impact, HVHZ, dated October 11, 2012, signed and sealed by Robert J. Amoruso. 4) Florida Building Code a) 2010 Florida Building Code (FBC), Building Volume Q 1609.1.2 Protection of Openings ii) 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris PTC Product Design Group, LLC Project No. 412 -0913 Robert J. Amoruso, P.E. P.O. Box. 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321 - 690 -1788 Fax: 321 - 690 -1789 No. 2138 Page 4 of 5 FBPE Certification of Authorization No. 25935 AFWNALW iii) 1715.5.2 Exterior windows, sliding and patio glass doors iv) 1715.5.3 Exterior door assemblies v) 1715.5.4 Anchorage methods vi) 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ b) 2010 Florida Building Code (FBC), Residential volume i) R301.2.1.2 Protection of Openings ii) R4403.16 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris iii) R612.6 Exterior windows, sliding and patio glass doors iv) R612.8 Exterior door assemblies v) R612.10 Anchorage methods vi) R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ 5) EPDM Glazing Gasket Testing a) Hexpol Compounding —Burton Rubber Processing Test Report No. 75308 for Trelleborg Sealing Profiles, Compound No. RM260864 testing to ASTM C864 -05 i) ASTM C864 -05 is in the 2010 FBC and 2010 FRC. PTC Product Design Group, LLC P.O. Box 520775 - Longwood, Florida 37252 Phone: 321 -690 -1788 Fax: 321 -690 -1789 FBPE Certification of Authorization No. 25935 Project No. 412 -0913 Product Evaluation Report No. 2138 Robert J. Amoruso, P.E. FL No 49752 Page 5 of 5 M M M(AMI -DADS COUNTY, FLORIDA. , 01 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 --2474 BOARD AND CODE ADMINISTRATION DWISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w",miamideclogov� Lr_W CGI Windows & Doors 10100 N.W. 25 Street Miami, FL 33172 scoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staffed below. The Miami-Dade County Product Control Section (In Miami -Bade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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. DESCRI M0N�Seric '%7 mtiae 1120" Aluminum Npri�ntal G1 I�g Window - L.NI.I �-1-1 APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Hurt& SNding Wdw. (S.M.L) {L.M.I.)", sheets 1 through 11 of 11, dated 03/29!2010, with the latest revision -B", dated 10110111, prepared by Al- Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING arge and Small Missse Imps- c�I�esl� ti LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal .application has been filed and there has been no change in the applicable building code negatively' affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This-NOA revbwNOA -No- .10451W.Wan consists of this page 1, evidence pages E-1 and E--2, as well as app- vat document mentioned a ve. The submitted documentation was reviewed by Jaime D. Gascon, P. M i NOA. M.11- 1031.fl4 , st Expiration Date: Sep pmhpM 22, 2015 I Approval Date: January 12, 2012 Page 1 M,14 # I - 2 -3 -10- 11 - IZ- 3- 04 CGI Mokows & Doom NOTICE OF ACCEPTANCE: EVIDENCE SUBMJTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. {Submitted under previous NOA No.1(1- tISIQ.12) 2. Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.L) (L.M.L) , sheets 1 through 11 of 11, dated, 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al Farooq Corporation, signed, sealed and dated 1/13!2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked --up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No- L-080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-05X12) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs ('ERA) -E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26 /10, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expirin on 12111/2013. r Wme D. Gasco P. L Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2013 Approval Date: January 12, 2012 It -1 CGI Windows & Doors .... _.. NOT, CE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the PBC -2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2007, dated May 05, 2010, sigaed-.ind sealed by Javad Ahrmad, P. E. (Submitted wader previous NOA N& 10-0510. 12) 3. Laboratory compliance letter for Test Report No. HTL-0080- 0102 --10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. B. (Submitted under previous NOA No. 10 -- 0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated. October 22, 2009, signed by Manuel Perez, P. E. (Submitted under preWous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10--0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I:', approved on 0912212010 and expiring on 09122/2015. 9.4� - � Jaime D. Garcon, P. E. - Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 05F.-_ - /r HOW M:, UAW Z,/Y M � 1 rt x r fg m �i ki ti to °i ° f3 �r 3 m � 3�g R it a Ve VAL 28 t/Y 6' -h ;x mm costm _ MIN _._Wmaw t $ 3Jr ,�� g Jim Mali R e a/Y MN4 � C g a ao� ora�,o sm m mm 8381 mm lm w Ps>rx w nL- Fnrt000 caat� mCm a ••• ENV2Q3 Ba PAODUOTaeYOAPeiCNT ,m„ ,/K v,• w ne Cal WINDOWS a DOORS f O e ,a,an ee°xm m �,o rx 10100 N.W. 25TH STREET � �aa MIW. F4 33172 t (.Wmftm snx Pwoo*" e C TEL (308) 80,MW Fax. 0708) W-8m COMP -aNl. W10 -o3CW leI I D .y �2 0� >�D iWFAUF - (� 6a oa mo teAM DING. Of eooa MM WM 1f M'AVA' QM TRM •e'9•eF "m mw WIOOi Homo WI 0Wd -) oad +) wt -) 28 -1/2' 3i D7 -1/e' 7r 7r 105-1/e 110' m-t/r 36' 52 -1/E° 7r �° emu ma DaD LOA mA mA WA WA mA mA mA 960 68.0 m0 tWA aA ae 1 J8 -J/e° m-tPr j 3r a2 -1/e' 7r 37-5 mA m6 mA aA mA es m.0 860 ; MA ; w.o 80.o aA eoo aA 28-1/2° -.� a -S/8° 7A -7/a' 3r 62 -1/e" 7r 49 -DfD• 66A no mA 8.o m0 MA aA aA as- 7e mA - m.0 a" _!80.9 no ao 37" U-1/6' 74° m° 1 •25-1/Y 38' U -1/9' 7r or mA am 80.0 aA me mA ao NA mA mo aA aA a" a2 70.7 763 74' I er 7r 82' BOA 9" aA 90A MMM LOAD WA12TY _ PSF (» S—) auNDS SIM Roca DHM WO r9Pf9'AWAt* A0'A' GM 2TM VAW WIDTH I HOW MWTH HMIT W..(+) Kr.( -) + pL( j 7r 100 -1 /i 'tt° 26' 7r 105-1/e 110' 28' 660 mo no 260 m0 m0 mA DOA mA I mA mo o0.0 74' 106 -1/4' 111' 30-3/8' 7r 105-114' 110' 37 -3Ar mA ma no 90A mA mA m0 9" m.0 mA aA 9" 74 106-1/4° 111° 80 -0/e° 7r 100 -1 1r 110' 49 -0/0' 660 mA aA WA mo 96.0 060 o o mo mo aA aA 74' 408 -1/4° 111' Br 73' lm -//4° 110° BY BBA 660 mo iH a.0 etA etA 7&2 702 BDA o0A 70.4 79.4 o60 BOA 9" *ADDL AMOMM MMn AT MTlt71 m UTES M MM MU UM (11w MAO (1//3WJ (i VAM 0 OPERA7M VENTS M BE 1/2 OF THE WWDOW WM oPOMM VENTS TO BE 1/3 OF THE WMOW WIDTH IAO OR Me U)r ]COMM EOAD Comm _ mw (a SIM) no= am um mm �B S4Pm A0'A' BIdeB 1'fLiID NO'm• am How Wm fmmif Mr (+) W.( -) 8110) Dad-) 7r toe -1 /r 111' 26° 7S tm-t/r lto' 20° mA mo m0 a.0 mo mA DDA 2ao 86A 68A MA 90.0 7r 111" 7r im-t /P 110° 37 -3/D' GSA 65A WA WA mA 90A a" aA mA m0 au ou 7r B-5 7r 49-8 mo m0 860 aA 74° or 7r o.Y a" mA eDA 90A (1/rd (1/4W7 MOMRas VEMS TO BE 1/4 OF THE WINWW WIDTH $XMI !r Tw. III= m1s jr 17v. 10231 ONS mm ao ELF RAW Eu<tw AEG FRfAAf 4 rz RIJM tws ES L utmr NAx. LOAD TO 365.0 PSF E4 4r ® EQUAL LEG FRAME NOTE CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASli9 E1300 -�04 (3 SEO. GUSTS) AND FLORIDA SUKMG CONfOSSION DECLARATORY SfATENENT WADS -DEC -219 z � 821 b a fill Islip OW z � ,.es�a� -+o s rm L a9! i�E sm� RYC j ALrFnnooQ coRPow►rwN m ' .� +h' a �• a maa »e awes n®aagr 001 WINDOWS & eNOa�s a•, nnouucr .ovmenr r O e �a+an ows' 10100 N.W. 25TH STREET mMwau& �.7a J gg �' MM. FL 33172 � (=Maaaomo Faxcsoolaeaes�e C OD Y emc bF 7H. Wa) sa -mo Fax. f'�I W_bag? 06Cff' ANL Wfa -o3c91 fill 5 S �o � � V �5qq gS�� pp5;; �y5qq gy6pp pby� py5py pg5q gS�� g�qq ybQ� yy6qq g5 b a fill Islip OW z � ,.es�a� -+o s rm L a9! i�E sm� RYC j ALrFnnooQ coRPow►rwN m ' .� +h' a �• a maa »e awes n®aagr 001 WINDOWS & eNOa�s a•, nnouucr .ovmenr r O e �a+an ows' 10100 N.W. 25TH STREET mMwau& �.7a J gg �' MM. FL 33172 � (=Maaaomo Faxcsoolaeaes�e C OD Y emc bF 7H. Wa) sa -mo Fax. f'�I W_bag? 06Cff' ANL Wfa -o3c91 fill r b +/6- sm GLAD t/6. HM snvRro aasrs 6a .076 pm w1u6A o ,676' PYB wrE mnam VANO M CBE BY mtntN YAMCEYA COMPOSOE of %M M• OR OR AW PYe wLEMAYER PYR WMXAYM pC 6 �y Sswm So eY'SOLIw S LU w By • .UM' OR 78C k ,. OR 4W SW NTEFUM BY rou+wlt'o 1/8° AM CLASS 1 /9' HOW STREWD GLASS mucm 9L�tE GE — :� OE CO � M Hilo eev CGL6E16 WS C rt ewr COR8i0 , SO -... GLASS T4PR 'A' GI.t9R TYTE 'H' `_.. D /1_8°. PJmNAL lAll. OlM1S3 OAS' NOM AL LAY. GLASS C 1/B° ANN. MASS 1/b' "W STRM MASS 5 _ 3� 1/4' Alt SPACE COM�i@ Eff 'SU.UM' 1/4' Ant SPACE Cobwasm By 'SIXUIM OR SSkgE% w1 BY 'SCW W 'SOI.UM 1 /S° ANN. CLASS t/B' Wff ST8Ftf0 MASS BARD! SO 8Y OR JW SOP WIDMER By MJPwr BY ro1Woxr 1/S° NK mm 1 /B' NEW SR:WB GLASS p GE 1200 CONAING m CfY@e=D y1 OW CORIOAD 886 W BOB COMM 886 .P. �14oFApMe Ai M m o g ® � gg MAN TM !Al* Gf.At7B TYPR 'Rt' O.m mom MW- tea. am 0.70. Offiv .fain. LAM. MASS . IN ORDER TO QUALWY FOR MWL MLSSH.E IIWACT WMJG ( OREPoOR PLY OF GLASS TYPES 'Al' & '91' MUST BE TEIWERED. %!r'G �qy 4v�• draeohg tro. W9O —'IS sheet of 11 A 'o. 10 1@ 37 SEE a". W006 FOR SPAM re, O O .41 1 T l e IYPM& AM w NR MW B FLANGE & FLANGE ADAPTOR FRAME NAW-OW COUM APPRMOS) MMUM & LULKIN AN== $a sovm MCA 2 3/e WL WOOD SUCKS AND METAL STRUCTURE MUST SLUM LOADS IMPOSED W =BWY%�W, AND TWOU THEM TO THE MAD= SMWRW 2-W eDe. TYPICAL ANCHORS, sm: mv rm wmm IL4"DIA. IAPCON BY WW (F-120 IM Fr-ft K80 'ELCO (F-17) KSL "la' M INTO 29Y WOOD BUCKS OR WOW SnRXIU'iES 1-3/8- MR PENETRATOON WTO WOW wm am UK My. " W= m em THRU ISY W OR O COW- MASONRY ow MU U 216: W UK W I-1le MK EASED WTO CONQ OR MASONRY DSO" OR MWELED WDOUMM 6 PEFAML DREMY WTO CONC. OR MASONRY 1-1/4' UK WR) CONC. OR MASONRY P ngulm (QWZ 2 01S) !: = COUNTY APPROVED MULLIONS (MIN. INTO METAL SITHJCTURES U. : 1/8' TW MK (Py - 38 KSI ALLUMN : 1/8" M MIN. (600-75 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAKTEO) ==AND MASONRY - 9' MW. INTO WOOD STRUCTURE 1* MIN. WID METAL. gffd=fUFtE 3/4" MIN. COMMIETE AT HEAD, S&L OR 4MM Pe - SOW PSI MIL C-0 HOLLONATLIJED M= qq. ^W P® - =00 PM keL z 2E o W10-1811 TYPM HO - -- "" EQVU LEG FRAME FOR WAM -0. COUNTY ANCHONS �q MON. MR SPACING EQUAL LEG FRM(E CAN BE MMUM DIRMY WICAL WITHOUT THE OF A WOOD SUCK I a — i�' --�1 da 11 All I I =UM THE WL VOW am mu BE 2r. THE USE OF 7 i SEE SBWM fl, MUM MMM A BUCK WIDTH w" _e •• 7Fcx7" 1 -- 1M/ ewe Y 8$f3Ha8R �3�m�vmoewwro��5$��bs R m��l'a�wro'e ��_� m iBHCIHH:gQ� 1,1 ICI Ilk MI!��! v P A P a 1 1 1 I I I t I I 1 I i i Ilk r. pig �4 P ! P4 $Q1 Yj gq t a&-as-W W sew. ani N sus W �uX x) ac FMC OQ CO a C .mm I%r • t• q,We BII. Ptx BatA emo&Wfs C61 WiP11f�WS & DWFtS aw. x&ia f• m aa��3 a wean w awz z,es srrffr 10100 N.W. 95TH STREET reuw. Fl.otaca 33174 I q dr. un MIAMI, F4 33172 m(me)msevoo vacWO�sm�'ts l C m P a�tic nn 1FL (j3j W3 -e69e Fi% i ' -�2 COMP -AW. trill -03CGi a` II �{t{1tot m'.0 I anz 0oa ( t tt�vro O mnro t ® ewi I row T 9. ow wl' i% BW't am OMND ,96L' O am W&M .9t /S •au �• oct• •.w amt' �,. �1� �. 9tat 980' 9fY' SBT'l oL0 t -9aa mamu Hoar oral eta s9a' rear tea{ anal 4t 9a �.t (Q'd10.i) BYIYI' �Itllli HS(IV t3 Qi10i) 8t7N' 3NYNd 39NVLi SySt 91L't 408' =t ewt Dart ',AL 99a Hasa :ut ow u9• tta K law t4i 'tltlN It3 89L' 888't 9la'L 4/0't 'dll ffi{'t 941't l 98a Fit L�'t �.t .toot wa roar tact eso• wtz slat L I a+z z O w g m� a, as ,o moos I MS 0 =a ALM FE UM WIL { ) AL- FAROOQ COMOORATWN .may srp = , m ana oe n� aRe TOO & DOORS 87 Av13oDOCTUflv®ov Yff78r e Damn w meets tm9 10100 N.W. 29TH STREET BBAW Ftoxmassa7a NV�41. FL 33172 mtw aods>tao Fats tao�amw7a CD d&. bn F. M) 503-M Ffut. (5� >ms -8092 t� -IQU. Y \; MIAN MUMI --DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20h Street, Room 208 AFFAM (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315- -2599 NOTICE OF ACCEPTANCE (NOAH w" mLamlaacle.tovrnerar PGT industries, Inc. -- 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 HR -710" Alnu_nn Horizontal Sliding Window- L.M.I, j APPROVAL DOCUMENT: Drawing No. 4127 -I0, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 1 I of 11, dated 02/2812406 with the latest revision "E" dated 1011712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: ILa g nd Small Missile__pac# Resistant. J LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 imd consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. I1- 1114.04 2 g lt' Expiration Date: December 21, 2016 �(LI Approval Date: February 16, 2012 Page 1 PGT Indjumbi 9. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA -s No.'s 07- 0815. 09 and 06•- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Subbed under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 Along with marked -app drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Sublled under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (SubmieW under NOA No. 06- 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date; February 16, 2012 G -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, Prepared by PGT industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clary, P. E. (Subw ited under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiirivag on 12/11/16. 2. Notice of Acceptance No. 08- 0206.01 issued to Soluda Inc. for their KSaflex HP Glass Interlayer" dated 04 /17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Owns the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Subtu ted under previous NOA No. II-- 0634.02) 5. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (SubmNed under previous NOA No. 07- 08.15.49) Jaime D. Gaston, P.-t-. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE "M[TTEU F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and Ynl,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/0812006, signed and sealed by Edmundo Largaespada, P. E. (SubmAWd under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11- 0630.02, issued to PGT Industries, Inc. for their Series `T R -710 Aluminum Horizontal Roller Window — L.NLI. ", approved on 08118/2011 and expiring on 12/21/2016. Jaime D. Gaston; P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Dec+einber 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2}- FORINSTALLRTION ABOVE 30 Ft', GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6116" LAM[ CONSISTING OF (2KITES OF 118° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEx/KEEPSAFE mAA Imam PVB INTERLAYER. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300402. B. 518" LAMI CONSISTING OF (1) LITE OF 10 ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. PRODUCT RWfi= C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. Fiosda D. 7110" LAMI CONSISTING OF (2) LITES OF 3110" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3110" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB 1NTERLAYER, ELCO TEXTRON NOA: 040721.01, 03.9226,06 SHEET F. 7110" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN DUPONT BUTACITE OR SAFLMMEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES .............1 .080 GLAZING DETAILS ............ 2 G. 13/18" LAMI tG: (1) LITE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 6118" OR 318" AIR SPACE AND 61181 LAM[ CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES .......3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ................... 4 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, SLABS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. VERT. SECTIONS ............. 6 H. 13/18" LAM[ IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 6111P OR 3/8" AIR SPACE AND 6/10" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT SUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS UST ....................... 6 ro7oTECHNOL06Y O>:n� NOxOMM,FL34 EXTRUSIONS..... .. ......... .... 7 1.13/18" LAMI IM' (1) LATE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 8118" OR 318" AIR SPACE AND 6110" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 6 WITH AN .890 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13118" LAM[ 10: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.1 GLASS, 3116" OR 114" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN me ALUM. HORIZONTAI.RQILERWINDDW,IMPACT .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13118" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3118" OR 114" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3110" HEAT STRENGTHENED GLASS WITH AN .890 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 4H607 L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/10" ANNEALED (MIN.) GLASS, 3116" OR 114" AIR SPACE AND 711W LAW CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS AovFnasss7oNOr�s7maNOn�o7es7opm� ,rtmrr WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Q XO. OX 3. DESIGN PRESSURES. (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300402. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.92. 4. ANCHORAGE: THE 33117A STRESS INCREASE W. NCT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT RWfi= Fiosda S. SHUTTERS ARE NOT REQUIRED.' 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4868, FTL -4069 AND FTL -6330. ELCO TEXTRON NOA: 040721.01, 03.9226,06 ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION III I t N, AOM -2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). D Nu. 88705 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, SLABS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. u, gL OF PLOW 0,�': ^�• Aaww !J ago M7111 F FW201000DECHANW ro7oTECHNOL06Y O>:n� NOxOMM,FL34 GENERAL NOT JJi, amgl D A0=tOC4P1'0BH7EINPERED +30FrX076: me ALUM. HORIZONTAI.RQILERWINDDW,IMPACT FJ6 4H607 a AovFnasss7oNOr�s7maNOn�o7es7opm� ,rtmrr P.o.egx,sze Nf3KOMIB, FL 34274 ��A�tt�� R LYNNUVA PE Gam 1!(�rb(y ggtpgp eode�fodec errs G tb. �', FK aims J.J. 312310s fea7ro NTS f f1 4f27 -10 E P.E.R"m C]EXTERIOR INTERIOR r—> 1W NOK 11r NOM. (ALL SECTIONS) GLAS�jS SITE � GLASS SITE I 60,61,62 b1 63,64,65 118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS __ 5118' NOM. 5/16" LAMINATED GLASS 112° NOM. GLASS SITE 66,67,68,69,70, v 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PV8 INMRLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 6/16' LAMINATED 5/16' OR 318 AIR SPACE 118' OR 3118° ANNEALED OR TEMPERED GLASS A 13/16' NOM. 1.3/16" LAMI IG GLASS W/ 5/16" LAW 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 094 SOLUTIA OR DUPONT PVS INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS SITE 72,73,74,75,76,7 3118" ANNEALED OR HEAT STRENGTHENED GLASS = SOLUTIA OR DUPONT PV13 INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3116" OR 114' AIR SPACE 118' or 3118' ANNEALED OR TEMPERED GLASS 13118' NOM. 13/16" LAME IG GLASS W/ 7/16" LAMI AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. P.O. BQX 7w NOX.0 V PL 3W4 mvio I AN 1 2 a 11 1 4127 -10 PRODUCT RUMED as oompbing WpJl uw plodh GYNN 4 f1(�i�i X,, PLORN it ;;• No. BB7o5 A. LY�l�iM P.E. P.E.#esm TABLE 1. XOX (1/4,1/2,114) F OR INTEGRAL FIN WINDOWS (FLANGED SHOWN, F WINDOWS W/ SAME DLO ARE 1" SMALLER) D FOR INSTALLATION IN THE HVHZ ABOVE 3D FT ALL HTYPES G - L BHALLHAVE A TEMPERED I.G. GLASS . BOTH AND ANCHOR E DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH d E WINDOW H 26" 38" 38 318" 48" ; c _60 S /8" + 54" or 63" " A,B,G,H +80.0 60.0 +80.0 -80.0 +60.0 -60.0 +80.0 -60.0 + -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 660., +60.0 -60.0 +58.8 -58.6 +86.2 -66.2 8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +62.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +64.6 '-64.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 '-60.0 +69.5 -89.5 +63.6 -53.6 +60,9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J L +75.0 1 -76.0 TABLE 2. XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/18" A B,G, G,H,I +60.0 -60.0 TO 88 7/16" D,E,F, J K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 318" 48" Goals.. 54" W. 63" 60" A,S,G,H +76.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 88" A,B,G,H +75.0 75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -76.0 +76.0 -76.0 +76.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -76.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +69.6 -69.6 +65.2 -85.2 74" A,B,G,H +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 +76,0 -75.0 +75.0 -75.0 +75.0 - 75.0 +68.1 -68.1 +83.8 -63.8 IIy lsOn mwib A°`op'o °°orro �► �� nal' UP TO 74" C D E,F' L +76.0 -75.0 GLASS TYPES: TEST REPORT FTL-4868 (XOX), FTL-4869 (OX & XO) AND FTL -5330 A. 5116 LAW - (918" A, AW,1 /8" A) ! 8.5116" LAMI - (1/8" A, .090,1/8" HS) C. &16" LAMI - (1/8" HS, .090,118" HS) D. 7196" LAMI - (3!16" A, .090, 3116" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7116 LAMI - (3118" HS, .090, 3/96" HS) 1-13/16" G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/18" OR 3 /8" AIR SPACE, 6/16" LAMI - (118 "A, .090,1 /8"A) H. 13/16" LAMI IG -1B" OR 3/16"A (MIN.), 5116" OR 3/8" AIR SPACE, 5118" LAMI - (IWA, .090,1 /8 "HS) 1. 13/16" LAMI 10-1/6" OR VIVA (MIN.), 5/1(" OR 3/8" AIRSPACE, 5118" LAW - (1 /8 "HS, .090,1/8"HS) J. 13/16" LAMI IG1I8" OR 3116 "A (MIN.), 3/18" OR 1/4" SPACE, 7116" LAMI - (3/16 "A, .090, 3116"A) K. 13/16" LAMI IG -118" OR 3116 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"1-IS) 13/18" LAMI [G -1/8" OR 3/16 "A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAM I - (3/16"HS, .090, 3/16"HS) �.��o�� sF 140.66705 _ t; 12, � ''. STATE OF �S.,FGOR \0?��C9�� ,L{ P"g37p3 J L 70/7TH7 E NOCNANOSTmwSF�T 107UTECHNOLQ0YOMVE NOKOMIS, FL 34278 NOKOML9FL 4 C?ESIQIV PRESSURES Jit WWII D AODED/O CAP TORE +9QFTNDTE +� HORI�ZOAlTi4LR011ER AtDOW IMPACT D WMEECWffiVOF7701V UPDA7t5A$TMBIM -020Po F 2 dJ 9!i'J/08 aya , F6tTf0 1VT$ 8 71 4927 -10 27 31W MAX. DLO —►{ 84 6118" MAX. DLO FIXED VENT 0 110" MAX. WIDTH I.F. FRAME ---- -- �+�I 111" MAX. WIDTH FLANGE FRAME DETAIL B - XXOX (1/4- 1/2-1/4) 33 9118" MAX. 33 9/18" MAX. DLO FIXED C DLO VENT I A I A l 87 318" ( 6" MAX. MAX DLO ALL / DLO ALL Flip / / VENTS" MAX LITES I.F. FRAME Q i X CONFlG. C -r I-+ 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO P.o. 1 +see NOKONtlB, FL 34214 83" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" MAX. DLO VENT x x 27 318" MAX. DLO FIXED 0 7118" MAX. WIDTH I.F. 7/18" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL f D D 16 I.F. FRAME — a as Y1q with tlmb*W mdwsomb Amptow �. 1 13 FLANGE FRAME LYNN VIEW D-D (FRAME CORNER CONSTRUCTION) ` *' No. 68705 w pmu �% ' S s a: RATIONS '.,O.c� •.. FLORIOP. �0� : ��'��SS U um. HORIZONTAL ROLLER WINDOW IMPACT /ONAL �``�• gayieh A. LY<�Illlt, P.B. tOVr10 MM 4 all 4127 -10 E P.B.a�6M EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX. FIXED DLO INTERIOR INTERIOR MAX. VENT DLO - ----►I E +— MAX, FIXED DLO---4 Imo' --"I– MAX. VF(T DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 99 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) uI�"74iIl �+- MAX, FIXED DLO [-- MAX. VENT DLO —►) MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C SECTION, FLANGE FRAME fIil -4-40 o i P.Q �JX 98� NOKQMIS, F1.34274 4ME) EXTERIO HEAD (VERTICAL SECTION, I.F. FRAME) Neff S a 99 4927 --10 `�� NV LTiVN yjQ �i�li * No. 68705 Q sAeOF 'tv: PLORIO 0N�&� ```' A LYMJ n7�u.®i, P.E. PS& BH708 DRSCRIMON MAT'L ANGEFRAMEHEAD 6063 -TEAL SH STOP (STD.) (ANTI LIFT C1dP) 6063 -T5 AL X3 /4PH. PANHEAD 13116" LAMIICrI /8 "A SH STOP COVER SASH STOP 6063 -TS AL AN(E FRAME SILL 6063 -T6 AL ,L ADAPTOR 6063 -T6 AL ILLERTRACK 6063 -T6 AL 3EPHOLECOVER POLYPROP. )HESIVE OPEN CELL FOAM PAD 5116" LAMI I/8 -HS .090PVB U8 "Ii,4 ANGE FRAMEJAMB 6063 -T6 AL .SKET FOR MAIN FRAME SILL JOINT IN. ), Vie AIR SPACE, 5116" 1AM1 (1/8-A,,090 M 1/8"A X 1.800 QUAD PN. SMS " REEN ADAPTOR 6063 -TS AL CED MFEMORAIL 6063HD6T6 A. I7P..187 X .230 FIN SEAL 13116" LAMI IG•3116"A SH TOP & BOTTOM RAIL 6063 -T5 AL 11P..250 X 270 BACK. FIN SEAL 13/16" LAMI 1011/8"A 1TEi DWGVIRLVI D1SCRwn0N I MAT'L I PGP# 66 GLASS 13116" LAMIICrI /8 "A IN. 3 /8 "AIRSPAM 5116" LAMI 1 /8 "A .090P'VA U8 "A 67 13116" LAMI IG 118 "A WWI 318° AIR SPA 5116" LAMI I /8 "A .090 PVB 1 /8"HS 68 13/16" LAMI IG11VA NINj 3/8" AIR SPACE, 5116" LAMI I/8 -HS .090PVB U8 "Ii,4 69 13/16" LAMI I43/16 "A IN. ), Vie AIR SPACE, 5116" 1AM1 (1/8-A,,090 M 1/8"A 70 " 13/16" LAMI IG•3 /16"A IN. 5116" AIRSPA 5/16" LAMI (1/9-A,.090 PW 1 /8" 71 13116" LAMI IG•3116"A 5/16" AIRSPACE, 5116" LAMI l /8"HS,.090PVA I /VHS- 72 1 " 13/16" LAMI 1011/8"A IN. ), 1 /4" AIR SPA 7/16" LAMI 116 "A,.090 M 3116"A 73 1311& 1 AMI IG•I /8"A IN. 1/4" AIR SPA 7/160 1 AMl 3/16"A, .090 PVA 3/16" 74 13/1601AM11G•1/8"A IN. 1/4' AIR SPA 7/16 " LAMI /16"HS,.O90 PVB, 3/16" 75 1 " 13!16" LAMII63 /16 "A OW., 3116" AIR SPACE, 7/16" UMI C3/16'A,.090 PVB 3116"A 76 " 13116" LAMII43l16 "A ,3116" AIR SPA 7/16" LANE 3/16'A_090 Pvlx 3/16" 77 " 13116" LAMI IG•3/16"A . 3/16" AIR SPA 7/16" LAMI 16"H3 .090 3116"HS 90 1014 SCREEN FRAME R & VER. 3105 -H14 AL 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP, 92 1631 SCREEN CORNERKEYW/OUT RINGS POLYPROP. 93 1073 SCRffiV SPRING ST.ST. 94 1624 SCREEN SPLINE-.1 35 DIA. FOAM EM PVC 95 1635 SCRIM SPLINE- .135 DIA. HARD Em PVC 96 SCREEN CLOTH �l �j eJf LiV I JXU%nO0 A&AA M W rlr.F. 0 D1V1".0 1vAw r LL 29 4128 1HORIZONTALROLIMSASHTOPCIME POLYPROP. 44128N 32 4006 D IsAsHmmumaRAm 60631IS -T6 AL 64006 2.710 33 1235 WSTP, „170 X.270 BACK, FIN SEAL 67S16G 35 1096 SWEEPLATCH DIB•CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 1 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.824 38 1683 WSTP. X.270 HAM FIN SEAL 616MG 39 7070 BULB WEATHER MP.187X.275 67070K L4- 40 1 LIFTRAILCOVERCAP 74078 "C" LORR 41 4139 LF. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL 6063 -TEAL 64140 41 IF FRAME FRAME HEAD 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 #4139,6063-TS 50 IMAZINO SILICONE, DOW 899,995 OR ALENT 51 1224 NTNYLCLAZINGBEADBULB CK) 6TP247WK PRODUCTREWIMD .52 1225 VkM QAZING BEAD BULB allM 6TP248K 2.784 �„p "t' � ` , 53 4039 B GLAZINGBEAD -5/16” 6063 -TSAL 640398 tmr«+No 54 4044 B GLAZINGBEAD -5116" W /GRILLMT 6063 -TS AL 644703 •082 3.162 0 016 55 4222 A GIAZINGBEAD -7/16" 6063 -TS AL 64272 56 985 C GLAZINGBEAD -7/16" WiQRiLLKIT 6063 -T5AL 6985 .062 GL 59 4067 AZINGBEAD- 13116" 6063 -TS AL 1 64067 I'm 60 CLASS, 5116" LAMI 1/8" &090 M 1/8" A 43 I.F. FRAME JAMB 61 " 5116" LAMI 118" .090PVB 1/8" HS #4149,8083 T8 ``��BNY LYNN 62 " 5/16" LAMI VIV HS, .090 PVB, 1/8" 61�� 6, S) ' �cENSF • ;Ep �i 63 " 7/16" LAM! 3/16" A,.090 P 3/16" A L2.710—j= >�:' * = 64 " 7/16" LAMI 3/16" A_090 P 3116" HS — No. 86708 65 " 7/16" LAMI 3/16" .090 M 3/16" HS 4g I.F. FRAME #4140,6063-T6 0 ' w J.1� 1or17r11 B MO CHANOS7H/88H�ET °B°�° ��, FTAT OF ;'�41` ,mo rscNNOUOVOave PARTS L IST .,� �.S .. toR1O? .•�G` �� J.A. 8/10/11 D ADDED" 700LA887YPE8 NOKOMIS. FL 34278 low, am Raw= Wm ALUM. HORL70NTAL ROLLER NDOW IMPACT ''�NA AA ADD MEMO 47 NOKM vs4l�� A�� FIG 18M JJ. 5228 H rs 8 - 11 4127 10 P.E9 mm .062 1. 73 Lt= 1 73 L2.710---� O FLANGE FRAME HEAD #4102A,0063 -T8 j- +11•+--.002 .49D �-+- 1.461 -�•� O SASH STOP #4026,6083.76 082 L340 -4 21 SASH TOP & BOTTOM RAIL #4133, 6083 -T8 .060 1.098 -1+- -a O GLAZING B . 6/16" #40448,6083 -T6 (USED W/ GRILL KIT) 1.j22 �-►—•- 2.710'• —�i FLANGE FRAME SILL #4138,8063 -T8 .061 .437 .461 HORIZ. ROLLER TRACK #4131,6W3-TO 24 79 1.081 �+- 32 SASH MTG. RAIL #4008D, W53HS -T8 k—ou n 1.096 -1 T 66 GLAZING BEAD 7/16" #4222A,8003 -T6 b TBOHNOLOGY DRN6 NOKOMM, FL 34278 .;P.O. BQX 1820 .0 B,FL34x74 -+{ 1.187 x•- .082 1 3. O FRAME SILL ADAPTER #4137,6083 -T6 81 1. 062 �1.40a� 17 FIXED MEETING RAIL #4064B,8063HD•T6 2. 1 .291- 37 SASH SIDE RAIL #4126, 8083 -T6 060 --i 1.116--�•�•- --•�i GLAZING BEAD, 7/16" J #8m, 6063•T6 (USED W/ GRILL KIT) 1-1.613--1 040 I 738 O SASH STOP COVER #4063,6063 -T6 h-- 2.784 —►{ 1� .082 13 FLANGE FRAME JAMB #4902A,6063 -T6 * ' N0.687705 'O• TA O is %'�''•. FLORIDA••' Cj�`.` ZONTAL ROLLER WINDOW IMPACT ''rs /ONA� � tE�. • Aw 7- 19 4127 -10 E ^ LYp�.# R P M 050 1 .876 1.086 - + — +-I —T 63 GLAZING BEAD, 6/16" moo=rm m as aov*ing Y `"wi #4039B, 8063 -T6 Duo 63 "60 .�1.007 Wit lflfif SGLAZING BEAD, 13/16" 66 `,�`��ONV •. M /�� '�i�� i� #4067,6083 -TB ��CBNSF'•.Fp * ' N0.687705 'O• TA O is %'�''•. FLORIDA••' Cj�`.` ZONTAL ROLLER WINDOW IMPACT ''rs /ONA� � tE�. • Aw 7- 19 4127 -10 E ^ LYp�.# R P M ANCHOR QUANTITIES, XOX (114 - 112 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: --1-- 114 " -ELCO TAPCONS' 2 -1/4" ELOO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2: Gt ASS TYPES: - FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 5118° LAW - {118° A490,1% _ H FT, GLASS TYPES G - L SHALL HAVE A x:8118' CAAA11 - {118 A 090 9!B "_ HS) C. 8/18° LAMI - (1/8' HS,.090,1i8° HS) TEMPERED I.G. GLASS CAP, BOTH THE DP AND 2 D. 7118° LAMI - (3118° A,.COD, 3/18° A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E.7118°LAMI- (3118 "A,.090,3 /18°HS) 3 F. 7118" LAMI - (3116- HS,.000, 3118° HS) 6.13/18" LAMI IG -1f$° OR 3/18° A (MIN.), 8118° OR 318° SPACE, 8/18° LAMI - (118"4,.090,1 /8' A) 3 H.13/18" LAMI IG - 118" OR 3118" A (MIN.), $118" OR 318- SPACE, 8118" LAMI -(lily km, HS) 3 1. 13118" LAMI [G -1/8° OR 3118° A (MIN.), $118° OR 315" SPACE, 5118' LAMI - (1f8° HS,.M,118" HS) J. 13116' LAM[ IG • 1f8° OR 3118° A (MIN.), 3118' OR 1/4' SPACE, 7118" LAMI - (3118" A,090, 3(l8' A) 3 K. 13118" LAMI IG -1f5° OR 3116"A (MIN.), 3118° OR 114° S PACE, 7/18' LAMI - (3118" A,.090, 311(" HS) 2 L 13!18' LAMI IG -118° OR X18° A (MIN.) 3/18 - OR 1/4' SPACE, 7118° LAMI - (3118' 113,.090, 3118' HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 3 2$ 314" MAX. FROM CORNERS. JAMBS: 8° MAX. FROM CORNERS AND 22112" MAX. O.C. 3 TABLE KEY: 2 O x 3 1 +C3 +4 +C3 +1 3- ----AwmuR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 3 A CLUSTER OF (3) ANCHORS CENTERED 3 AT EACH MEETING RAIL V ANCHOR AT EACH OPERABLE ABLE VENT 3 PLUS (4) ANCHORS AT FDCED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 3 (3° MIN. O.C. ANCHOR SPACING) 3 3 2$ 3141 mex. —"i I-+-3" MN. 3 3 91 REP. O 2 PRODUCTRGVIM 3 MTG. RAIL, TYP. as wooft � 3 EXAMPLE CLUSTER W/ QTY. OF (3) AN �_M" 3 (SHOWN IN TABLE KEY ABOVE) �q 3 2$3/4° MAX. 2 I 1 y 1 C I I t I 3 9" REF c1�� •' .yCENS�c' 3 *' No. 88705 3 MTG.RAIL,TYP. 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = v'. c�fi -;`� • t�_ -0t "�I I?� rk-" ANCHORAQESPACINQ XOX X14912 -7/4 •.FtoRyoP..• " ALUM HORIZONTAL ROLLER WINDOW IMPACT ��'%�;S /pNALE;JG�� +Irrl� {Ct+ 00 - Bai°f �BR ALYNN MILLER P.E: pro NT8 I 8 a It 4927.90 E PE$B3fi8 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,JXL 2,3, WOOD 21 CON! 1, CONC 2,3, WOOD 2. CONC 1, CONC ZDNES ZDNES ZO S ZONES WNVS WINDOW SIB a HEAD &SILL m HEAD & BILL HEAD &SILL v! 9° HEAP & SILL HEAD & SILL HEAD &SILL 83.125x38 378 48.000 80AW 64.!00 60.!00 83.000 1 +C2 +1 +C2 +1 2 1 +12 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1+C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 1 +C2 +1 +C2 +,1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 31 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 1 +C2+1 +C 2+1 3 1 +Cx +1+C2+1 3 1 +C2 +1 +C2+1 3 1 +1x +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2 +1 1+C2 +1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 t +!2+1+12+1 3 1 +C2+1+C2+1 1+C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2+1+C2 +1 3 1 +C3+1+C3+1 80.000x 38.378 48.000 60.825 64.CDD 60,000 83.000 1 +Cx +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +12+1 +C2+1 2 1 +C2 +2+C2 +1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+2+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 $ 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+2+C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2+1 3 1+02 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+2+C2+1 1 +C2 +1 +(2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3.1+C2+1+02+1 3 1 +C2 +1 +C2+1 3 1 +C3+2 +C3+1 1 +C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 $ 1 +C2 +1+C�+1 3 1 +C2+1 +C2+1 3 1+C3+2+C3+1 74.000x38.378 48.(00 60.828 64.0[0 00,000 61000 1 +C2 +2 +C1+1 2 1+Cx+1+C2+1 2 1 +C2+2+C2 +1 211 +C2+2+C2+1 2 1 +C2 +2+C2+1 2 1 +C2+2+C2+1 1+{2+2 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 1 +C2+2+C2 +1 3 1 +C2+1+C2+1 3 1 +C 2+2+C2+1 3 1+C2 +2+C2 +1 3 1+C1+2+C2+1 3 1 +C2+2+C2+1 1+C2 +2 +C2 +1 3 1 +C2+1 +C:2 +1 3 1 +C2 +2+02+1 3 1+C2 +2+Lx +1 3 1 +t2+2+C2 +1 3 1 +C3+2+C3+1 1 +C2+2+•C2+1 3 1 +C2+1 +C1 +1 3 1 +C2+2+C2 +1 3 1+C2 +2+C2 +1 3 1 +GM2 +C2 +1 3 1 +C3+2+CS +1 1 +C2+•2+C2 +1 3 1+C2 +1+C2+1 3 1 +CS +2+C3+1 3 1 +C3+2+CS+1 3 1 +C2+2+C2+1 3 1+C3+2+C3 +1 64.OMx 38.378 48.000 80.8'18 64.000 80.000 83.000 1+C2 +2 +C2+1 2 1 +C2 +2+C2+1 2 1 +C2+2+02+1 2 1 +C2+2 +C2+1 2 1 +C2+2+C2+1 2 1 +C2+3+C2+1 1 +C2 +2 +02+1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 1 +C2 +2+C2+1 3 1 +0+2+(2+1 3 1 +C2+2+12+1 3 1+C2 +2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C*+3+C3+1 1 +C2+2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2+Cx +1 3 1 +C2 +2 +C2 +1 3 1 +CZ+2+C2 +1 3 1 +C4 +3+CA +1 1+C2 +2+C2+1 3 t +C2 +2+(2+1 3 1 +C2+2 +C2+9 3 1 +C2 +2+C3+1 3 1 +!2+2+!x+1 3 1+C4+3+C4+1 1 +02+2+!2+1 3 1 +12+2+C2+1 3 1 +C S+2+C2 +t 3 1 +C3 +2+C3 +1 3 1 +!2+2+!2+1 3 1 +C4+3+C4 +1 106.376At38.375 48.000 611 54.000 00.!#0 83.000 1 +C2 +2 +C2 +1 1 +02+3+!2+1 2 1 +C2+2+C2+1 3 1 ±C 2+2±C2±-1 2 1 +C2+3 +C2+1 3 1 +C S+3 +CS+1 2 1 +C2 +3+C2+1 3 1+C3+3+C2+1 2 1 +C2 +3+C2+1 3 1 +C2 +3+C2+1 2 1 +C2+4+02+1 3 1+(2+4+!3+1 1 +C2 +3+C1 +1 3. 1 +C3 +3 +C3+1 3 1 +C3 +3+C3+1 3 1 +C3+3+C3 +1 3 1 +C3+4 +C3+1 1 +C2+3+C8+1 3 t +C2+2+C2 +1 3 1 +C3+3 +C 3+1 3 1 +03+3+!2+1 3 1 +03+3+!2+1 3 1 +C4 +4+C4+1 1 +03+3 +p+1 3 1 +(2+2+C2+1 3 1 +C4+3 +04+1 3 1 +C4 +3+04 +1 4 1+C3 +3+0'9.+1 3 1+04+4+C4+1131 1+12 +3+C3+1 3 1 +C2 +2+C2 +1 3 1 +C4+3+04+1 3 1 +C4 +3+04+1 4 1 +04 +3+04+1 3 1 +C.8+4 +C 5+1 111.000 x 38.376 48.00 60.828 84.W0 80.E 83.000 1 +C2+3 +02+1 2 1 +C2 +2+C2+1 2 1 +C2+3+C2+1 2 1 +C2+3+C2+1 3 1 +C2+3+C2+1 2 1 +C2+4+C2+1 1 +C2 +3+C2+1 3 1+12+2+C2+7 3 1 +C3+3+G3 +1 3 1 +C3+3+C3+1 3 1 +C2+3+C2+1 3 1 +C3+4+C3+1 1+02+3+C2+1 3 1 +02 +2+!2+1 3 1 +{3*3+(0+1 3 1 +p+3+C3 +1 3 1 +tS+3+C3+1 3 1 +03+4 +03+1 1+03+3 +C2+1 3 1 +C2+2+C2+1 3 1 +C2+3+C3+1 3 1 +C3 +3+C2+1 3 1 1 +C3+3 +C3+1 3 1 +C4 +4+04+1 1+C3 +3+C2+1 3 1 +C2 +2 +C2+1 3 t +C4+3+C4 +1 3 1+CA +3+04 +1 4 1+C3+3+C2+1 3 1 +C4 +4+C4 +1 1 +¢3+3 +C2+1 13 1 1 +C2 +2+C2+1 3 I 1 +C4+3+C4 +1 3 1 +C4+3+C4 +1 4 1 +C4 +3+C4+1 3 1 +C8+4+C$+t JJ ron7nr B NDCruwoe7rus+ r NOKOMIS,Ft342re P.o.agx,s� NCxWMi8,ft34274 enonr D ac1>EamasaTORET +saFrwm F1G. Daw 44667 c DUE TO FJC p ?/28/08 JJ 3 VLgjl�jq&AW ANCHORQUANTITIES XOX 113.1/3 -1/3 WINDOWS TABLE6 NOTES: GLASS TYPES A,B,G,H GLASS TYPE$ C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (66) � 2. GLASS TYPES: p A. 8116° LAMI - (118" A „080,118° A) FOR INSTALLATION IN THE HUHZ ABOVE 30 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL I HEAD '& SILL HEAD & SILL 2 HEAD & SILL HEAD & SILL HEAD & SILL B. 6118° LAMI - (1/8"A,.090, 10 HS) FT, GLASS TYPES G - L SHALL HAVE A 2 C. 6116' LAMI - (118° H$„090, 11W HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000x 38.378 1 +C2+1 +C2 +1 2 1 +02+1+C2 +1 2 1+C2+1 +02 +1 2 1 +C2 +1+C2 +1 2 1 +C2+1 +C2 +1 2 1 +02 +1+02 +1 48.100 60.626 3 D. 7/18° LAM[ - (3116° A,.090, SfIW A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 7N 8” LAMI - (3118" A,.090, 3118' HS) F. 7118" LAM • (3/18° HS,.090, 31'18" HS) 1 +C2+1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +{2+1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +( +1 3 1 +CZ +1 +02+1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 3 1 +C2 +1 +C2+1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C 2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1+C2+1 +C2 +1 64.0 W 3 0,13118° LAM[ IG -118" OR 3/10'A (MIN.), 6118° OR 318" SPACE, 6110" LAMI - (118° A,=, 1/8" A) 60.0W 63.W0 3 H. 13118" LAMI IG -1/8" OR 3116° A (MIN.), 6118" OR 31W SPACE, 6118" LAMI - (118° A,= Iff HS) 3 1. 13/18° LAM[ IG -11W OR 3118° A (MIN.), 6118" OR 318° SPACE, 6116" LAN - (118" HS,.090,1/8" HS) J. 13116" LAM) IG • 1/8" OR 311W A (MIN.), 3116" OR 114° SPACE, 7118" LAMI : (3116" A,.090, 3116' A) 21 K. 13118" LAMI IG -118" OR 3MW A (MIN.), 3118" OR 114° SPACE, 7118° LAMI - (3118° A,.090, 3118° HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+02+1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 311+02+1+C2+1 3 1 +C2+1 +02 +1 3 1+C3+1+C3+1 63.126 x 38.376 1 +C2 +1 +C2+1 2 1+C2+1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2+1 +02+1 2 1+C2+1+C2 +1 48.000 1+C2 +1 +C2 +1 3 1 +C;2 +1 +C2 +1 3,1+C2+1+02+1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2+1 +C2+1 $ L 13116" LAMI IG -1/8' OR 3118 "A (MIN.), 3116° OR 1/4" SPACE, 7116' LAMI -(WIW HS „090, 3118' HS) 80.826 64.000 I +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+4 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1+C2 +1 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +(2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2+1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1+C2 +1 +C2 +1 3 1 +C3+1 +C3+1 10,000 3 63.000 3 HEAD & SILL: 101/2” MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3W 2 •FROM CORNERS JAMBS: 9" MAX, FROM CORNERS AND221 /2° MAX. O.G. 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 3 1+C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 I +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 W.CW x 38.376 1 +C2 +1+x+1 ]21+C2+1+C2+1 2 1+C2 +1 +C2 +1 2 1+C2 +1+C2 +1 2 1 +C2 +1+C2 +1 2 1+C 2 +1 +C2 +1 1 +C2 +1+C2 +1 1+C2+1+C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 48.000 80.826 3 TABLE KEY: 3 1 +C2 +1 +C2+1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 64.000 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C 2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 3 1 +p+1 +C3+1 31 11+03+1+C3+11 3 ANCHOR QUANTITY PER JAMB 60.W0 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2+1+C2 +1 3 1 +C3 +1 +C3+1 3 63.600 3 HEAD AND S1Ll ANCHOR QUANTITIES A CLUSTER 2 MEETING ANCHORS CENTERED ON EACH MEEG RAIL PLUS (1) 1 +C2 +l tC2+1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +02+1 +C2 +1 3 1 +C3 +1+03 +1 86.000 x 38.376 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+C2+1 +C 2+1 2 1+C2 +1 +C2+1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C 2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+(2+1 48,000 3 ANCHOR AT EACH OPERABLE VENT 60.626 1 +C2 +1 +02+1 3 1+C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C 3 +1 3 PLUS (1) ANCHORS AT FO(ED SECTION, 64.000 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C3+1 +C3 +1 G1.W0 83.OW 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C3+1+C3+1 3 1+C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 3 2 26 314" MAX. 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C3+1 +C3+1 3 4 +C3+1 +C3 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3+1 74.0W x 38,376 1 +C2 +1 +C2+1 2 1 +C2 +1 +02+1 2 i+C2+1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +02+1 +C2+1 2 1 +C2 +1 +C2+1 48.000 3 ( --1 �--3° MIN. 1+C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2+1 3 1 +C3 +1 +C3+1 60.828 64,W0 OIL= 03.OW 1+C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2+1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1+12+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1+C3 +1 +C3+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +02 +1 3 1 +C2+1+C2+1 3 1+C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 3 1 +C3 +1+C3+1 311+03+1+03+1 3 1 +C3+1 +C3+1 3 g 3 X O X 3 &a MTG. RAIL, TYP. 2 3 �PLE CLUSTER W! QTY. OF t3) ANCHORS 3 ME!!, 3 (SHOWN IN TABLE KEY ABOVE) 84,000x 38.376 46,000 60.6 1+C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2+1 +C2+1 3 1 +C2 +1+C2 +1 2 1+C2 +1 +C2+1 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +02 +1 3 1+C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C 3+1 +C3+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2+1 3 1+C2+1 +C2 +1 3 1+C3+1 +C3+1 64.WD 1+(2+1 +C2+1 3 I+C2 +1 +C2 +1 3 1 +C2+1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +02 +1 +C2 +1 3 1 +C3+1+C2+1 3 60.060 63.000 1 +C2+1 +02 +1 1 +C2 +1 +C3+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C S+1 3 1+03+1+C3+1 3 1 +C3 +1 +C3+1 3 1 +C3+I+C3+1 4 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C4+1 +04 +1 3 26 3/4" MAX• TYP 4 1� ' I+3° MIN, 1 I I I n 2 `�� pN{ LYNN 3 X O X ` �� • ��CENS 3 �• 3 * No.68706 86.437x38.378 48.100 60:826 64.00 1 +02+1 +02+1 2 1 +C2 +1 +f +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +02 +1 3 1+02+1 +C +1 2 1+C +1+0.1 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 4 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2+1 3 i+C2+1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3+1 3 1+C2+1+C2 +1 3 1+C2 +1 +02 +1 3 1+C2+1 +C2 +1 3 1+C3 +1+C3+1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3+1 80.600 61.060 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C3+1 4 1 +C3+1 +03+1 3 1+C4+1 +C4+1 4 MTG, RAIL, TYP. 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS '• aewU+ou i•0��'' +CORIOP.•'' \� STA ANCHORAGE SPACING XOX 113- 1/3 -1f3 ALtiM. HORIZONTAL ROLLER WINDOW lMPAiiT �'',iiS10NAt. E�C�� ,/III Bette+• Zl- 1 4127 -90 E A L U � P.E. 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +t+1 +03+1 3 1 +03+1+03+1 4 1+03+1 +03+1 311+C 4+1+C4+1 anwiv J.J. 1Qi17H1 mum= E NO CHANGE THIS SHEET tO70TEC+UtOLOGYDRNE NOKOMIS,FL34276 P.O.iiQx1828 NOKOW7 FL 34274 JJt *15 FJG enw11 D AWED 19 04P TO BE TRADMED 0 +3WTNOM 4J1B�7 C UPDATE FJE Z/2B/OB J J papp VL4!l,1�` ANCHOR QUANTITIES XO & OX WINDOWS TABLE 6 NOTES; 1, ANCHOR TYPES: 1 -114° ELCO TAPCONS 2.1/4^ ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (GS) 2. GLASS TYPES: _ C. 811$° LAMI - (1/8' HS,.090,18ff HS) TEMPEREE GLASS GLASS CAP 80 H TM THE AND D. 7/18" LAMI - (3/18° A,. 080, 311(° A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAMI - (3/16' .0,.080, 3/18° HS) F. 7/16' LAMI • (311(" H3,.080, 3116" HS) G. 13/16' LAMI IG - IV OR 3/16° A ( MIN.), 6/18" OR 3/8' SPACE, 6/18' LAMI - (1/8' A,.080,1/8' A) H. 1311W LAM[ ICI -1/$' OR 3/18' A (MIN.), 6116' OR 318' SPACE, 6/1f r LAMI - (1/8' A.000, 1/W HS) I. 13118' LAMI IG -11W OR 3118' A (MIN.), 6/16' OR 318' SPACE, 8/18' LAMI - (1/8° HS,.080, V8' HS) J. 13116' LAMI IG -1/6' OR 3116' A (MIN.), 3116' OR 1/4' SPACE, 711W LAMI • (3116' &.080, 3MY A) K. 13/16' LAMI IG -1 /$' OR 3118' A (MIN.), 3116' OR 114' SPACE, 7116' LAW - (3116' A,.080, 3118' HS) L. 13/16' LAMI IG -1/8' OR 3116' A (MIND, 3116' OR 1/a' SPACE, 7116' LAMI - (3116' HS,A80, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101/2' MAX. ON EACH RIDE Of MEETING RAIL CENTERLINE 1$3!4' MAX. FROM CORNERS. JAMBS: B' MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: X 2 +133+2 3 -+- ANCHOR QUANTITY PER JAMB HEAD ANp SILL AfQCHOR QUANTITIE8 A CLUSTER OF ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENTANDO (7) ANCHORS TOTAA SECTION. L. AT HEAD AND SILL T (3' MIN. O.C. ANCHOR SPACING) $ 314' MAX. I -W MIN. r REF. 0 MTG. RAIL PRWUtCrREVISM afhtbF db EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS Aa • Dow (SHOWN IN TABLE KEY ABOVE) �Dade4Pro� of $ 3/4' MAX 112 °TYP, yffUr 3' MIN. $, `�"0 am LYNN y/!! X 4ycENSF' •�Fq = No. 88708 MTG. RAIL = EXAMPLE CLUSTER Wi QTY. OF (4) ANCHORS - o'. �`d cr o ' �O ''• FCORIDP.•':G��: T ANCHORAt3E SPACING, OXANDXO WINQOWS ALUM HORIZONTAL ROLLERW/NDOW IMPACT ��'!rs�ONA1. E�``� p ' JJt if 1yy BMW mrs7ao (fig 40 d 41 4427 -10 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJA L 2,3, WOOD Z CONC 1, CONC 2, 3, WOOD I Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE 03 - atl I ad � 131 aWy 0 37.000 x 38.378 48.000 60.625 64.000 60.000 63.000 1 +C2+1 2 1 +C2+1 2 1+02 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 36.376 48.000 60.625 84.000 60.000 63.000 1+C2+1 2 1 +C2+1 2 1+C2 +1 2 1+C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 3 1+C2+1 3 1 +C2+1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +132+1 3 1 +C3+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 53.125 x 38.376 48.000 50.626 54.000 80.000 63.000 1 +C2 +1 2 1 +C2+1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3 +1 3 1+C3+1 3 1+C2 +1 3 1 +C3+1 3 1 +C3 +1 4 1+C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +02+1 3 1+C3 +1 3 1 +C3+1 4 1 +133+1 3 1 +C4+1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.376 48.000 50.626 54.000 60.000 63.000 1 +C2 +1 3 1 +C2+1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2+1 2 2 +C2+2 2 1 +C2+1 3 1 +C2+1 3 2 +C3+2 3 1 +C2+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2+1 3 2 +C3+2 3 1 +C3 +1 3 1 +C2+1 3 2 +C3+2 3 1 +C3+1 4 1 +C2+1 3 2+C3+2 3 1 +C3+1 4 1 +C2+1 3 2 +C3+2 3 1 +C3+1 4 1 +C3+1 3 2 +04 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +133+1 4 1 +C3+1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 66.000 x 38.376 48.000 50.626 64.000 60.000 83.000 2+C2 +2 3 1 +C2 +1 2 2 +C2+2 3 2 +C2 +2 3 1 +C2+1 2 2 +C2 +2 3 2+C2+2 4 1 +C2 +1 3 2+C3 +2 3 2+C2 +2 4 1 +C2 +1 3 2+133+2 3 2 +C3+2 4 1 +C2 +1 3 2 +p+2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03+2 4 1 +C2 +1 3 2+C3+2 4 2+03+2 4 1 +C2 +1 3 2 +C3+2 4 2 +C3+2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2 +134 +2 4 74.000 x 38.375 48.000 80.625 64.000 60.000 63.000 2 +132+2 3 2 +132+2 2 2+132 +2 3 2 +132 +2 3 2 +132 +2 2 2 +132+2 3 2 +C3+2 4 2 +C2+2 3 2 +C3+2 4 2 +C3+2 4 2 +C2 +2 3 2+C3 +2 4 2 +C3+2 4 2 +C2 +2 3 2 +C3 +2 4 2+C3+2 4 2 +C2 +2 3 2 +C3+2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2+C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2+C3+2 4 1 +C3 +1 3 2+C4 +2 a 2 +C3 +2 5 2+C3+2 3 2 +C4 +2 4 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 2 +C4+2 6 2 +133 +2 4 12+C4+21-6 Rom J oft 101171711 1 E jN0CH4WETwshw toro�flctwofoovur+tve raoxowaF P.o.agx9tcae woxora�s. 3aa7s � sar�a ��~ rm 8/201!1 v aocFVta CAP TOBEr�srFerrso +7moTE FrC 911 C Cm@ TABLE: YTOB, 68L�lECTYALt1ESOUETOAMCHORCRPADJ V „w Pic 2l18/0B J.J. 3/ am Vislb4y 13/4" MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 CONCRETE ° ,a m e : NOTE 1 1X WOOD BUCK, �) NOTE 3 �! MAX. SHIM CONCRETE _J WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 114° SHIM M�" 174" MAX. SHIM —+I II I.p. .r WOOD CONCRETE ANCHOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO 13V TAPOONS EMSEOED 1318" MIN. OR 1/4" SS4 CRETE -FLEX EMSEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114" SS4 CRETE -FLEX WITH I 012 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/ THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD SUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T6 AND A MINIMUM OF 1B° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) ANCHOR, NOTE 2 NOTE 1 > 13/4" a RI INT RIOR L% ° MIN. E.D (HEAD & SILL DETAILS A, B, C, D. G & H) TYR 2x WOOD BUCK, NOTE 3 1x WOOD SUCK, NOTE 3 SEE NAILIN+ DETAIL E DETAIL F ( JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS n R IG CONCRETE ANCHOR, NOTE 1 114" MAX. SHIM 13/4' MIN* MIN. 3.4 KSI J� E.D. TYP. CONCRETE DETAIL C BUCK, NOTE WOOD ANCHOR, NOTE 2 nw I i! 11�' -. -, ` P.o.sgx Wsas NOxOMIS, FL 8A274 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) HMO L 1- SEE NAILING DETAIL I (JAMB) IAL FIN FRAME SECTIONS 3E DETAILS ZONTAL ROLLER WWNDOW IMPACT Haff X 11 -1 4 \11117,/, ��'�� •'ytCENSF •.F.jf ��i No. 68705 "�•• STAIVf W� '�'�'''•!�tor�oP. •'G�a�u A LYNN ILLER, P.E P.S.0 m Q9 4 i ! S NOTES 1. ALL STEEL REINF. TO BE GRADE 60 Ksi. 2. ALL CONC. TO BE 3,000 PSI 0 28 DAYS, 8" SLUMP MAX. 3. EPDXY TO BE 2 —PART SYSTEM LIKE HILT] HIT HY150 OR SIMPSON SET. 4. PLAN IS FOR THE REMOVAL OF THE EXISTING KNEEWALL. 5. 30 BAR 0 LAB SPLICES. 6. REMOVE ALL STUCCO AND EXISTING WINDOW ATTACHMENTS PRIOR. 7. STUCCO FINISH TO MATCH EXISTING. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. %" FORMED SILL FOR WINDOW ATTACHMENT #5 DRILLED AND EXPDXIED INTO ADJACENT COLUMN(S) MIN. EMBED. 6" 30" LAP SPLICE TOP COURSE OF WALL TO BE 8x16 CMU BOND BEAM ( "U" — BLOCK) INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2010, BUILDING CODE AND ASCE 7 -10, 175 MPH (3 SEC), EXP. D. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 2 ALTERATION ACCORDANCE WITH 404.1 OF THE EXISTIN BUILDING CODE. EXISTING CMU W) 00 A -A NEW SILL CLIENT INFORMATION MONOGRAM WINDOWS 4811 LYONS TECH. PKY, #8 COCONUT CREEK, FL 33073 c? 5= _ w o R Q �o z c� � z a. �EXISTING a 4$ a. 4 A A 1-- 7 I PROJECT INFORMATION NADIA 1360 NE 103RD AVE MIAMI SHORES, FL SHEET INFORMATION NEW WINDOWS (1 &14) SIZE MODIFICATION DETAILS NEW SILL ELEVATION SCALE: 1/2' = 1'-0• #F-s-l-1 OF 0 EXISTING CMU WALL AND SILL TO BE REMOVED FOR NEW WINDOW 3/4" FORMED SILL FOR WINDOW ATTACHMENT #5 DRILLED AND EXPDXIED INTO ADJACENT COLUMN(S) MIN. EMBED. 6" 30" LAP SPLICE SEAL sax Ya06UGM PE FL The use of these spedfkaft aad shd be raetrkted to the .;kW clot kW rid for d= It ed to wxh use. My ether reproductkn, reuse. or dkdosore M ". rr�thod, in wtrole or N part, is pmhif#ad. These dmwkW oW spedNwtlmre Rio provkhary kdwmation mw tale rem *m with speaoay E ca�Ilts. � f? 1599 5■ 3a AYE. {{Ye I R�.` SIYTE Bmgldtl 6F 1-4 FL 37426 •.� v S - PAX fiva FL CL #nm7 •J� 561 - 752 - 5M OFFICE I . ��ea 56, - 752 - 5642 FAX CLIENT INFORMATION MONOGRAM WINDOWS 4811 LYONS TECH. PKY, #8 COCONUT CREEK, FL 33073 c? 5= _ w o R Q �o z c� � z a. �EXISTING a 4$ a. 4 A A 1-- 7 I PROJECT INFORMATION NADIA 1360 NE 103RD AVE MIAMI SHORES, FL SHEET INFORMATION NEW WINDOWS (1 &14) SIZE MODIFICATION DETAILS NEW SILL ELEVATION SCALE: 1/2' = 1'-0• #F-s-l-1 OF 0 EXISTING CMU WALL AND SILL TO BE REMOVED FOR NEW WINDOW 3/4" FORMED SILL FOR WINDOW ATTACHMENT #5 DRILLED AND EXPDXIED INTO ADJACENT COLUMN(S) MIN. EMBED. 6" 30" LAP SPLICE SEAL sax Ya06UGM PE FL The use of these spedfkaft aad shd be raetrkted to the .;kW clot kW rid for d= It ed to wxh use. My ether reproductkn, reuse. or dkdosore M ". rr�thod, in wtrole or N part, is pmhif#ad. These dmwkW oW spedNwtlmre Rio provkhary kdwmation mw tale rem *m with speaoay E ca�Ilts. � I PROJECT INFORMATION NADIA 1360 NE 103RD AVE MIAMI SHORES, FL SHEET INFORMATION NEW WINDOWS (1 &14) SIZE MODIFICATION DETAILS NEW SILL ELEVATION SCALE: 1/2' = 1'-0• #F-s-l-1 OF 0 EXISTING CMU WALL AND SILL TO BE REMOVED FOR NEW WINDOW 3/4" FORMED SILL FOR WINDOW ATTACHMENT #5 DRILLED AND EXPDXIED INTO ADJACENT COLUMN(S) MIN. EMBED. 6" 30" LAP SPLICE SEAL sax Ya06UGM PE FL The use of these spedfkaft aad shd be raetrkted to the .;kW clot kW rid for d= It ed to wxh use. My ether reproductkn, reuse. or dkdosore M ". rr�thod, in wtrole or N part, is pmhif#ad. These dmwkW oW spedNwtlmre Rio provkhary kdwmation mw tale rem *m with speaoay E ca�Ilts. � NOTES 1. ALL STEEL REINF. TO BE GRADE 60 Ksi. 2. ALL CONC. TO BE 3,000 PSI 0 28 DAYS, 8° SLUMP MAX. 3. EPDXY TO BE 2 -PART SYSTEM LIKE HIL11 HIT HY150 OR SIMPSON SET. 4. PLAN IS FOR THE REMOVAL OF THE EXISTING KNEEWALL. 5. 30 BAR 0 LAB SPLICES. 6. REMOVE ALL STUCCO AND EXISTING WINDOW ATTACHMENTS PRIOR. 7. STUCCO FINISH TO MATCH EXISTING. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. INSPECTOR NOTE NEW STRUCTURAL COMPONENTS DESIGNED BASED ON THE FBC BUILDING CODE AND ASCE 7 -10, 175 MPH (3 SEC), WERE 2010, 109"1 INSPECTOR NOTE REPAIRS ARE OF A LEVEL 2 ALTERATION IN ACCORDANCE WITH 404.1 OF THE EXISTING BUILDING CODE. II � Inc � M w 3081 AiE BOYN3181E IdN -Adl, - P" K1w R. Ck ion ' a g 881 - 784 - 84a oFFICE 881 - 781 -8841 Rx CLIENT INFORMATION MONOGRAM WINDOWS 4811 LYONS TECH. PKY, #8 COCONUT CREEK, FL 33073 PROJECT INFORMATION NADIA 1360 NE 103RD AVE MIAMI SHORES, FL NEW DOOR ELEVATION SCALE: 1 /2' = 1'-0' SHEET INFORMATION INEW DOOR ( #9) SIZE MODIFICATION, DETAILS VERIFY IN FIELD THAT JAMBS ARE SOLID CMU, ADD #5 DRILLED AND EPDXIED TOP AND BTM (6° EMBED) (f'c= 3000PS1) IF NEEDED. HALL AND SILL ) FOR NEW IMPACT DOOR FU MAL S M1E 6/0/13 IND. By at814. or 0 Fl g S1 F 0 SFN. BARY MOB. PE R 168114 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: FN 2013RO470951 8k 28677 Ps 00129 (IPS) RECORDED 06/13/2013 10:09933 HARVEY RUVINY CLERK OF COURT MIAMI-DADE C€UNTYP FLORIDA LAST PAGE 2. Description of improvement: M 3. Owner(s) nd@ime and address: 1_3 &Q A;F 103 Ave. A4*., 5 "ro_s f 73393 9 Interest in property: g®d "C.- Name and address of fee simple titleholder: 4. Contractor's name anddress: 5. Surety: (Paymenl bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: STATE OF Fin 7. Persons within the state of Florida designated byBra3i�ti�r othf'd provided by Section 713.13(1)(a)7., Florida Statutes . kD. P:. Name and Address: WITWSS ir.v,&d an-d trill 5e,-. 8. In addition to himself, Owners designates the folly in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Ex��,ati date of th s Notice of Commencement: iiffr�nt ate is sDe 'fled) Y person imen od'as Lienor's Notice as provided expiration date is 1 year from the date of recording unless a Prepared by MN Q� Sworn to and subscribed before me this day of I , 20 .. Notary Public: Print Notary's Name: My commission expires: - State of Florida Commission # DD 912225 Address: June 14, 2013 To: The Village of Miami Shores From: Christian Blanco Re: Open permit - -b'P e (Dot Gentlemen, cl�t It has been brought to my attention that my property located at 1360 NE 103 St. Miami Shores, Fl. Has an open permit for the installation of hurricane shutters. Please close that permit, as we have decided to install impact windows and doors instead. We feel they are much safer and they are more aesthetically pleasing to us. Thank you Christia County of Miami Dade State of Florida Sworn to and subscribed this 14th day of June, 2013, Notary Signature Notary Public and for the State of Florida My Commission expires JOSE EIRIZ *raNotary PubliC - State of Florida MY Comm. Expires Nov 27, 2013 '' o ono Commission # 00 912225