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WS-15-86Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226521 Permit Number: WS -1-15-86 Scheduled Inspection Date: March 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: , Work Classification: Shutters Job Address: 96 NW 92 Street Miami Shores, FL 33150 - Phone Number Parcel Number 1131010160070 Project: <NONE> Contractor: MENA CONSTRUCTION INC Phone: (305)333-9191 comments NEW INSTALLATION OF 13 SHUTTERS INSPECTOR COMMENTS False March 04, 2015 For Inspections please call: (305)7624949 Page 11 of 38 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 04, 2015 For Inspections please call: (305)7624949 Page 11 of 38 r �ot ILDING 41 PERMIT APPLICATION Miami Shores Village Building Departmentr'• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 4ZIBUILDING ❑ ELECTRIC ❑ ROOFING JAN 0 20� BY• FBC 20 �d Master Permit No. 14 e - ®/' / 2' 2216 Sub Permit No.('A, 51's - be2 EVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [-]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 5601 ��, V-12 _07Vr City: Miami Shores County: Miami Dade Zip: 6 Folio/Parcel#: &_;1 6?/ 016- 00 7 �9 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Fri.:, � � , � ��� �� �� Phone#: 3 4?P57- Address: C,�O 41 _'5�6,ft� ?2 City: A.,f IAJ-�Ll a' State: 4, e V,784 Zip: 33 ® � Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: q Address: 75-015 � �� - City: �'!��'� State � � !� Zip: 0 Qualifier Name: Phone#:=��3-�'/ State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace Demolition Description of Work: 4/,9;& /❑ Specify color of color thru tile: Submittal Fee $ Permit Fee $ ( CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revisedo2/24/2014) Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE Bonding Company's Name (i€ applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered,to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which. occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this LO day of QbX, 20 )1 . by n4(1 AFJ'}�� whfo is personally known to me or who has produced _ Ck as identification and who did take ath. NOTARY PUBLIC: Sign: Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by �Gi;P �t c7 962t , who is personally known to me or who has produced �- �- f! as identification and who did take an oath. NOTARY PUBLIC: Sign: �L- — Print: Seal: __ Notary Public - State of Florida Seal e',My Comm. Expires Aug 14, 2018 ;: BARBARA DIAZ o;� ..... Commission # FF 151325 =': •`E MY COMMISSION 0 EESS4491 '••,,,. EXPIRES January 13, 2017 y.**** APPROVED BY Vi 1/ J Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk PERMITTING LAY OUT SHEET Building Mean Roof Height Shutter Product Key: A. SafeGuard Accordion D. 50 MM Roll -Up G..050 Aluminum Storm Panel B. High Rise Accordion E. Bahama H. HT -100 C. Super 60 Roll Shutter F. Colonial L. Letan Storm Panels S. Defender 100 Accordion M. HV Accordions Customer #REF! Opening S�A Address #REF! Folio # Date Drawn By Color #REF! Sheet # of oomm� �omm� Customer #REF! Address #REF! Folio # Date Drawn By Color #REF! Sheet # of MECAWind Version 2.0.2.9 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: WIND LOAD OPENING SHUTTERS WINDOWS Anal sis b 1/4/2015 s 0 "m Type of structure Hei htlLeast Horizontal Dim 0.44 Flexible Structure No Fin 6-5 Internal Pressure Coefficients for Buildings, Gcai Condition Gc i Max + Max. Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 1 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2009 www.mecaenterpdses.com Page No.1 of 2 1/412015 MECAWind Version 2.0.2.9 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCg Loads on Components and Cladding for Buildings w/ Ht <= 60 ft -T-- - T ---r-- 2 1� 2 � t---F--t---F-- aVMPO 45 a = 2.6 =_> 3.00 ft Double Click on an data ent line to nceive a help Screen Component wpm ft span ft Area (ftA2) Zone Max GCpWind Min Press ibfftA2 Max Min OPENING 108"X38 3/8" 9 3.22 28.98 4 0.92 -1.02 50.23 -52.31 36"X38 3/8" 3 3.22 9.66 4 1.00 -1.10 49.46 -55.6756. 60"X63" 5 5.25 26.25 4 0.93 -1.03 50.63 -31 72"X63" 6 5.25 31.50 4 0.91 -1.01 51.42 -54.78 20"X32" 1.67 2.67 4.46 4 1.00 -1.10 52.65 -52.47 36"X48" 3 4 12.00 4 1.00 -1.09 50.98 -51.32 55"X38" 149"X38" 4.58 12.42 3.17 3.17 14.52 39.37 4 5 0.98 1.00 -1.05 -1.01 50.47 52.47 -54.78 -55.12 74"X38" 6.17 3.17 19.56 4 0.95 -1.05 51.59 -54.71 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Copyright 2009 www.mocaenterprises.com Page No. 2 of 2 MAN M1AMI DARE COUNTY �n PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strut, Room 208 HOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (790 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) mmwmlain adajwWAawmv Florida Storm Panels, Inc. 14475 N.W. 26* Avenue Opa-lmka, Florida 33034 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 RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM. This NOA shall not be valid after the expiration date stated blow. The Miami Dade County Product Control Section (In Miami Dads County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufa, ww 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. RER 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm, Panels Shutter APPROVAL DOCUMENT: Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel -UMI », shuts 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE LWPACT RATING: Large and Small Missile impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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. T=KWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. NOA No. 12-1210.01 Expiration Date: 01/232018 1, ®VZ,4%2x 13 Approval Date: 01MM13 Page 1 Florida Storm Panels. Ine, NOTICE OF ACCEPTANCE: EVIDENCE 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels " sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P. E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS I. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-0074 dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS L 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 Of 26, dated November 18, 2002, prepared by Frank L. Bemwrdo, P.E, signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P. K, signed and sealed by Frank L. Be do, P.K D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H y A. Maker, P.E., M.S. Product Control Unit S%wrvisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: OU24/2013 E-1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga Galvanized Steed Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by h! ICY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wand P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. A. Makar, P.E., M.S. 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Bf��honainu�ttamnmm�... a" MAX �TfON0.L NLS8p8TRp1 Sq.TSWRHY MRSPIM SPAN TAM % nenmmeum IIUIIYII�IIIMII� � ilia: r „ .- PffiOH W0.rNAIi1 9PoA 4.1f°° 5 �"v.ol P r. �.� - a •••,•�••• N.T.S.2�• r „ .- PffiOH W0.rNAIi1 9PoA 4.1f°° 5 �"v.ol P r. �.� - a •••,•�••• N.T.S.2�• 7Mb �(1e u3.D•QUT MOUNT8HCTM � sws mr+ve Na I "Y"r a T N JIPf SECT�01d W `au' �OUNr sBC�" NXNMWN LIIUFCRWJL yC�& N l.QORN�I�i8HCT10N mm"9 ©0� MmKY.'. mmwN5MMKu AMIJ�Wvz—m a +.�ae�anavm,vomma ra+oTon mtawoaseram �.w�aeaAseamoamee scmrm AGWMAaROWAMMOMMKIRUVA vtoaa�s�.aa� As J e a of TM AMMMOMIwxon ;1§ I31 Q68t���i, AD32-30 era PeNCRA 'D t ,%� er�aarnewa*�ruoa� W!A UNT BECI N rxontn OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS _ zwq= y i� � i � EARER TRACK ISOP.96TRIC /u10EIL@KR RaOIll+YI'8EC1'fCN �,ara easaoae,raaane t�aaua�9pis t,t,:zaaa�n�- a'�s�mu /n.=TRACK mmwl IC DIRECT WAIL MOUPIT CR �LRVATtOb �Y.� e�mnnvuua S ,I of 9 G84 8 CRX19 mro ir,o soman ��r �Twvtvm mmnmlouFM d19 a olommv � 6:6: 111 /n.=TRACK mmwl IC DIRECT WAIL MOUPIT CR �LRVATtOb �Y.� e�mnnvuua S ,I of 9 G84 8 9 mro ir,o soman ��r /n.=TRACK mmwl IC DIRECT WAIL MOUPIT CR �LRVATtOb �Y.� e�mnnvuua S ,I of 9 G84 ANCHOR SPACING SCHOWLE :67 AWHOR LOAD - 40 •7W 1&0° 11R a tw 1&0' 70 a litr lar or 72 iiw law 0.0• 80 (11W 1 1 40 1&P 1&T 10.1° ANCHOR SPACING FMIJLE IIIIIIIIIIED w 40 ar ar 10r 71• air ar so 4A•8B &V $0° 0.7• &r 72 70 tv .8.0' ar 19D &V 40 off or 4D "r ur 14r ur 1180 INT w &V @OR i"sm • N 72 1Li ar $0" 7A• 7.4° W &D• 4.P 0 .'P4a ar ar 0A• 4A'T2 ~MAIM so 10.T 49 &0• BS° 4.4 as 7A' &! &0` 86 72 0A• 4A' &C &? 1D 0.1° 40 4.P $8• (SIMUMMMOSTARACINammuz RI i& assn C AD12-30 4CIP4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: �� AIW q9 5-f FEE 2 7 2014 F. FBC 20 (0 Permit No. Master Permit No. C J �A1-75 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I/ — g /i�/ — " 00,-n? Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): City: x Tenant/lessee Name: Email: zl� lG, Zone: State: F6— Zip. �??117:? .eOV717 CONTRACTOR: Company Name: _ 41—ex-d*AW ly� Phone#: "atm J Address: 7 P2 City: yt?& �%State: ^ .C%%�.AeW Zip Qualifier Name: C% Gia ���� Phone#• �� �v/ r State Certification or Registration #: Certificate of Competency #: Contact Phone#: 2�0,5 -Z B ?5 'm1-9.1 Email Address: 1W DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ --- 0, -900- OV-square/Linear Footeje of Work: � Type of Work: OAddition SfAlteration ONew ORepair/Replace ODemolition Description of Work: aN" Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 53 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 Im , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and 9-vo fpection fee will be charged. -.12 Signature / 4 Signa Owner or Agent Contra or The foregoing instrument was acknowledged before me i s 5IL&N The foregoin instrument was acknowledged before me this 4P day of , 20 t , by US 1Ob, day of , 201!i-, by a%A19�A %Z Glkt',t'ua fri&AP- who is personally known to me or who has produced l who is personally known to me or who has produced-!�n 10 As identificatiA and who did take an oath. NOTARY PUBLIC: Sign: Pri,,t. Vivian Santana NUDW PUBLIC -STATE UF YWIUM My Commission Expires: ""'- Vivian Santana *Expires: Commission # EE008318 JULY 12, 2014 $QNDBDTIRU ATLA. ncBOND= COD INR APPROVED BY NOT Sign: Print: My C Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) I . . Permit N. . Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Oker's Name (Fee simple Title Holder): Owner's Address: —94,95 City: GlcA Job Address (Of where work is being done)._ City: Miami Shores xW- Wr. - - –1-001 State : _ �.-- rip Code: 3 State:_Florida rip Code:; Contractor's Company Name:.. 6:&12—�770W phone #:__ B W,91 Address: City: State: Zip Code: 7:300,Qualifier's Name : C-- �� >�-64 Lie. Number: _C -e ? 3 Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: _ �� � &7z gLIZ I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the 'es harmless for all legal involvemen Signet Signature omtor.AgW rorAn The foregong instrument was aknowledged before me_ The foregoing instrument was aknowledged before me this dayof2014y � ' C,14 L'C: aSthis day of , 20N by ®�- Cj�YqQC J Who is person#cnown to me or who has produced as indentiflcatlon. Not#ry Pubiid: LI09 E. REARANI Ei „v' Public -Side of ���g��� �Y E*M An.18, 2 z �61 uer "4" •'�;,;�;�;°•` Comm #r FF 8111 t f , toS - 2ECN1 um •S rral '••,,h• �,,. who is personally known to me or who has produced E."MNAm a-111fteftft Jan 13, 2014 Re: 96 NW 92 ST Miami Springs, FL 33150 Axel Galdamez, Lic: CGC1516021 AG Star Construction 1827 NW 1 ST MIAMI FL 33125: We, Property Consultant Group, Corp, are writing to inform you that we will no longer be having you as General Contractor for the repairs/remodel of our above referenced property. As per current building code policy/procedure, your reception of this letter shall initiate what is the 10 day period necessary to have you removed as current qualifier. Carlos Cienfuegos Property Consultant Group, Corp 9415 SW 72 ST Miami, FL 33173 e Jan 13, 2014 Re: 96 NW 92 ST Miami Springs, FL 33150 Axel Galdamez, Lic: CGC1516021 AG Star Construction 1827 NW 1 ST MIAMI FL 33125: We, Property Consultant Group, Corp, are writing to inform you that we will no longer be having you as General Contractor for the repairs/remodel of our above referenced property. As per current building code policy/procedure, your reception of this letter shall initiate what is the 10 day period necessary to have you removed as current qualifier. Carlos Cienfuegos Property Consultant Group, Corp 9415 SW 72 ST Miami, FL 33173 -- 1 b 6v,;2151 v,;21 S,Ga i UNITED STATES POSTAL SERVICE �^1(� First -Class Mail, G � �l yam \ USPS &Fees -Paid ���� Permit No. G10 r ` Send r: Please print your name, address and ZIP#4 in this box • T peg 9y 5 0 Floridian Investment Group, Corp. 9415 SW 72 ST #236 Miami, FI 33173 Floridian Investment Group Corp authorizes our contractor of record for the property at 96 NW 92nd ST Miami Shores, FL 33150. Rogelio Garcia of MENA CONSTRUCTION to request any and all documents pertaining to this property including building plans. Sincerely, Domingo Amuchastegui / President F'L- vW oI , %6 or°� 4. NOTARY PUBLIC -STATE OF FLORIDA Vivian Santana itcommission # EB008318 „,,,•' Expires: JULY 12, 2014 BQNDBD MU ATLAync BMING W,1NQ. AC# 6267883 STATE OF FLORIDA DFPART STRUCTIONEIND�UNSOTRYRLICSSNS'�INNG�80 U TION SEQ# L12083.403.926 The GENERAL CONTVACTOR Named below IS CURTIFIED Under the provisions of Chapter 489 FS. Expiration dates AUG 31, 2014 - s - C GARCIA, ROGELIO 8 SR MENA CONSTRUCTION INC FUNSTON 1015 S 17 AVE APT 11 HOLLYWOOD FL 33020 RICK SCOTT GOVERNOR ------.f'L,AYJ,F34�1JRE� KEN LAWSON SECRETARY 115 S. Andrew§ Ave., Rm. A-1 00, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA:MENA CONSTRUCTION INC Business Name: Owner Name: ROaELIO E SR GARCIA Business Location: 4801 NW 34 ST #611 LAUDERDALE LAKES Business Phone: 305-333-9191 Rooms Ni o nhar of M2r_hinaa- Vandina Tvne: Tax Amount Transfer Fee „NSF Fee:: Penaltyµ .,, Prlor Years „ Colledion Cost I Total Paid 27.00 0.000 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: MENA CONSTRUCTION INC 4801 NW 34 ST #611 LAUDERDALE LAKES, FL 33319 2013 -2014 Receipt #13B-12-00012692 Paid 09/27/2013 27.00 Report Vidwer Page 1 of 1 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW • CONSTRUCTION INDUSTRY EXEMPTION This ced fm #M the individual lead below has elected to be exempt from Florida Workers' Compensation low EFFECTIVE DATE: 2/28!2014 EXPIRATION DATE: 2/28/2018 PERSON: GARCIA ROGELIO M SR FEW: 271158039 BUSINESS NAME AND ADDRESS: MENA CONSTRUCTION INC 3505 TORREMOLINOS AVE DORAL FL 33178 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR ono pmwnwm OFS-F2-DW-282 CERTIFICATE OF ELECTION TO BE E)aWT REVISED 07-12 QUESTIONS? 00)413-1ON https://apps8.fldfs.comlcrreportviewerlreportViewer.aspx?data=kdvpginc9D7Q3gH6TER6... 2/26/2014 f s ,.MENA rsrs,; iN �n - CONSTRUCTION Licensed & Insured CGC1516782 CONTRACT #F142001 Date: February 24, 2014 Attention: Juan Baixeras/Broker Florida Realty of Miami Office: 305-598-5488 Cell: 305-479-0082 Project: General repairs at residence located at 96 NW 92nd Street, Miami Shores, FI 33150 Mena Construction is pleased to provide labor, material and installation for the above referenced project. INCLUSIONS: ❖ Exterior: ■ Completion of walls and structures ■ Cleaning (pressure cleaner) roof, walls and sidewalk ■ Repair and paint walls, roof fascia, front door and garage door ■ Install new front entry door ❖ Interior: ■ Remaining Tile work (660sf) > Tiles to be purchased/supplied by the customer ■ Install Wood floors in bedrooms (535sf) > Laminate floors to be purchased/supplied by the customer ■ Install and paint 4.25" baseboard (48310 • Replace five (5) aluminum windows > Windows to be purchased/supplied by the customer ■ Replace garage to kitchen door ■ Install interior doors (11 units) ■ Install basic standard light fixtures throughout > All Light Fixtures to be purchased/supplied by customer ■ Install outlets and switchers throughout the house A/c, � li �5a TJ —.0,00 eic�JJ?7 A/L <. -MENA CONSTRUCTION Licensed & Insured CGC1516782 ❖ Interior (continued) ... ■ Completion/Finish of two (2) bathrooms > Labor and construction materials only (i.e. cement, grout, etc.) ■ Ceiling Knockdown texture ■ Replace garage door opener > This job will be subcontracted; price/quote to be provided. ■ Plumbing work ■ Rental of Dumpsters NOTES: All labor pertaining to electrical, plumbing and air conditioning (A.C.) are subject to the requirements, codes and specifications mandated by the Miami Shores Building Department for this project. The Brand of Paint to be supplied for this project is "Behr" and the color will be selected by the investor. CONTRACT AMOUNT: MENA offers to perform the above described work for the total sum of: US$ 281960.00 N [Twenty Eight Thousand Nine hundred and sixty dollars] The cost of all the materials specified in this contract is based in the industry's "Standard Quality". Prices are subject to change in accordance with the actual market cost at time of purchase in the event that the project start date is delayed and/or postponed. Prices are subject to change, increase or decrease (+/-) based on the customer's ultimate selection and preference on desired quality of materials. EXECUTION TIME: weeks from start date as agreed by MENA and the investor/customer. Any delay or failure in the performance by either Party hereunder shall be excused if and to the extent caused by the occurrence of a Force Majeure. For purposes of this Agreement, Force Majeure shall mean a cause or event that is not reasonably foreseeable or otherwise caused by or under the control of the Party claiming Force Majeure, including acts of God, fires, floods, explosions, riots, wars, hurricane, sabotage terrorism, etc. MENA 'CONSTRUCTION Licensed & Insured CGC1516782 EXCLUSIONS: Permit and permit fees, night, overtime or Holiday work, impact fees, dewatering equipment, alterations to and/or the relocation of any conflicting utilities, rock blasting, slab or wall cutting, concrete removal, demolition and replacement of any concrete structures or obstructions, fire safing and/or patching of openings caused by Mena. unless otherwise specified in this Contract and grounds repair (sod, bushes, irrigation, electrical, etc.). Fire protection of any kind, dry wells of any kind, condensate lines, wells of any kind, air conditioning work of any kind, roof flashing's, any piping other than the pipe and fittings specified above, bathroom accessories of any kind, work on electric generators or tanks thereof and Natural or LP gas work of any kind unless specified within this CONTRACT. Every effort will be made by us to locate any existing utilities which may conflict with our work. However, we cannot assume any responsibility for any damage inflicted by our equipment or labor, to any unknown or unallocated utilities. The cost to correct any type of damage shall be done as an additional charge to this CONTRACT. PAYMENT: ALL PAYMENTS ARE DUE UPON RECEIPT OF SUBMITTED INVOICE BY Mena Construction, unless prior arrangements have been established between Mena and the customer. Invoices outstanding and not paid upon presentation will be considered in arrears and will be subject to a service charge, interest at the legal rate in the State of Florida, late fees, court costs, awarded damages and legal fees in or out of Court. Customer hereby agrees to: 1. Make a payment of 50% of the fees due Mena for startup costs due upon execution of this Contract. 2. Second 50% payment is due upon completion of work This CONTRACT may be withdrawn by Mena, if not accepted within five (5) business days of the above date. This CONTRACT, shall become part of and be attached to any written Agreement with the customer or their Representative, which is used in lieu of this CONTRACT. Under no circumstance shall any additional work be started without a "Change Order" being signed by both parties sighting the description and cost of the work to be done. We look forward to working with you in the very near future! Sincerely, Mena Constru Rion Inc. z'-��stomer (print name) Feb -27. 26014 10:24AM Gulfstream Insurance No. 1525 P. 1 ACORD�. CERTIFICATE OF LIABILITY INSURANCE 02/27/2014 PRODUCER ( 54) 9"-9993 Gulfstream' Insurance A Agency, Inc. 5833 Johnson Street Hollywood FL 33021- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT A6AEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # m3URED Mena Construc'tlon Inc. PO Box 46002 Fort Lauderdale FL 33346- INSURER A ACCident Insurance Co. INSURERS: INSURER C• INSURER 0: INSURER E: 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, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INNAoo LTR I INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MWDD/YY POLIOYp�p�RA N 7E 61AIID LI4AT18 A GENERALLIABILTTY R COMMERCIAL GENERAL LIAFULIIY CLAIMS MARC FTX OCCUR c8P0001808 Os 03/30/2013 / / 03/30/2014 / / EACHOCCURRENCE S 11000,000 S $ 100,000 MED EXP t8a one ) S 5,000 PERSONAL A ADV INJURY S 1,000,000 GEWPAL AGGREGATE 8 2,000,000 2GEN L AGGREGATEppLIINT APPLIES PER: X POLICY XO7 LOC PRODUCYS - COUP10P AGG S 2,000,000 AUTOMOBILE UA8ILnY ANYAUTO COMBINED SINGLE LIMIT (E -==W -d) $ ALL OWNED AUTOS SCHEDULEDAUTOS / I / / BODILY INJURY (Pot Wow) $ HIRED AUTOS NON-AVAOSDAUTO$ / / / I BODILY INJURY (pereooldenp $ F""-- / / / / PROPLRTYDAMAGE (Perrlocleenp � OARAOEVABILITY AUTO ONLY-FAACCIDENi S ANY AUTO / ! / / OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCIISRIUMDABLLA LIABILITY M OCCUR 0 CLANS MADE / I H OCCMRKNCC S 622MGATE $ S DEDUCTIBLE RSTDMON $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABIU7Y / / L - F I OW G.L. EACH ACCIDENT $ ANY PROPRIETOWPARTNERIEXECUTNC OFFIIfdRIME and EXCLUDED? If yam, �scffic � / / / / E.L DISEASE -EA EMPLOYEE S STEER PROVISIONS b0ft ER EL DISEASE , POLICY LIMIT $ DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESILXCL.UMONS ADDED BY dNDORBIXMFKTISPEGAL PROVISIONS General Contractor f-F:DTICInATC Uf%l rhes (305) 756-8972 MIAMI SHORES BLDG DEPT 10050 NE 2nd AVENUE FL ACORD 25 (2001108) NS025 (oimo6 SHOULD ANY OF THE ABOVE DESCRIBED pOLICM BE CANCELL80 BEFORE THE EXPIRATION DATE THEREOF, THE RMINU I1418URER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NO71Oa TO THE awnf CATS HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 80 $KALI. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UFON THE AUTHORMD a TION 1988 rap I of 2 Miami shores Village Building Department 10050 NX 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: ec CrLvz is' "All -3 Structural Critique Sheet Page 1 of 1 1� C'� O(-0 (S d ro -Z' CLc"A-g . 61S 'C4-Iu l Lai alc -Awb A LAy oy z,,F -rH C- 3c>t's -rc> q k: 214 - Lo a® A-rq Wat'D U -f® CO LO r-(L'ocuajt:G-(L'C> STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdl Asraf 7. Perrsons within the State of Florida designated by Owner upon whom notices or other docia ents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: g.ln addition to himself, Owner designates the following person (s) to receive a copy of the L Tenor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Print Owner's Narks; Sworn to ands ibeji �t rday of A t 20 13 �• Prepared by: . CF C078 2013RO3 1 NIC F OR Bk 28586 Ps 3164; Ops) RECORDED 04/17/21313 11:40:12 HARVEY RilVI@ie CLERK OF COURT N�MIAMI-DADE j� COUNTYr FLORIDA LAST PAGE ARECORDED COPY MUST BE POSTED ON TEM JOB SITE ATTEW OF FIRST INSPECTION PE WT NO. - ! I - I R FOLIO NO. �f - 3191 '0l&,`'"007 STATE OF FLORIDA COUNTY OF DADE TW UNDERSIONED 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 went: 1. Legal description of property and street address: 96 A1141 aZ : I ern I ivv� 2. Description of improved L j2eaaka7 l �. t 3. Owner (s) name and address: .. , Interest in property: Nam and address of fee simple titleholder: 4. Contractor's name and address: 0 T'' � � �� i ATE OF �'�t�' DAPF S. Surety: (Payment bond required by owner from contractor, if any) I HMBYCERTIFY dW06 is 10u�ry Name and address: ibd in �► Amount of bond $P01 W my hand and 6. Lender's name and address: K Y RUVIN. CLER 7. Perrsons within the State of Florida designated by Owner upon whom notices or other docia ents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: g.ln addition to himself, Owner designates the following person (s) to receive a copy of the L Tenor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Print Owner's Narks; Sworn to ands ibeji �t rday of A t 20 13 �• Prepared by: . Jun,13, 2014 9:53AM Gulfstream Insurance No. 2969 P. 1 x°2' A CORD, CERTIFICATE OF LIABILITY INSURANCE MR LTRANDb'L 06/1 os 13/014014 PRODUCER ( 54) 966-9993 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gulfutream Tusurauce Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5833 0ohnson Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PO CIES BEL Uollywood FT. 33021- INSURERS AFFORDING COVERAGE NAIC # INSURED WSuRERA:Accident Tuxurarce Co. Mena Construction Xnc. EA M Cu 1:000'000 OAMA B T RENT W" " PREMI �E9 E9oxunence $ 100,000 I URERB' PO Box 46002 INSURER C: INSURER D: Fort Lauderdale FB 33346- INSURERE: COY"' 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, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR LTRANDb'L TYPE OF INSURANCE POLICY NUMBER EFFECTIVE DATE GATE MMID POLICY EXPIRATION DATE (MMWIYYJ LIMITS A GENERALLIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE ®OCCUR CPP0001808 02 03/30/2014 / / 03/30/2015 / / EA M Cu 1:000'000 OAMA B T RENT W" " PREMI �E9 E9oxunence $ 100,000 MED EXP one $ 51000 PERSONAL &ADV INJURY $ 1.000, 000 GENERAL GREGATE $ 2,000,000 (36N'I.AOGREt3ATEppLIMIT _APPLIES PER: X POLICY JECT LOC ! / / / PROpUCYS- MP P $ 2.000,000 AUTOMOBILE LIABILITY ANY AUTO / ! / ! COMBINED SINGLE LIMIT (Pa a0wel't) $ ALL OWNED AUTOS SO4EDIJWD AUTOS ! ! / ! BODILY INJURY (Per person) $ HIREDAUTOS NOM-OWNKD AUTOS ! ! / ! BODILY INJURY (Per ecdnen0 $ PROPERTY DAMAGE $ (Per aoctaent) GARAG& UABILITY AUTO ONLY - EA AOCIDENT $ ANY AUTO ! / ! / OTHER THAN FJ1 ACC $ AUTO ONLY: AGO $ EXCESSIUMIMLLA LIABILITY OCCUR CLAIMS MADE / / / /EACH OCCURRENCE GREG $^ $ DEDUCTIBLE RETENTION 5 S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY E.L. EACH A ENT $ ANY PROPRIETORIPARTNEIVEXECUTIVE OFFICER/MEMBER EXCLUDF-09 It yes, descAm under E.L. DISEASE - EA EMPLOYE $ DIS E -POLICY LIMIT Is CIN'WotpNS low OTHER DESCRIPTION OF OPERA71ON31LOCA'nONSMHICLESISXCLUSIONS ADDED BY ENDONSEMENTISPECIAL PROVISIONS General Contractor CERTIFICATE HOLDER CANC!?"TION { (3 0 5) 756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE YHEREOP, THE I811(IING INSURER WILL ENDEAVOR TO MAI. MIAMI SHORES BLDG DEPT 10050 ME 2nd AVENCI'E 10 DAYS WRITTEN Nomm TO THE CERTIFICATE HOLDER NAMFA TO THE LEFT, BUT FAILURE TO DO 80 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER A RUTH NTAnvE MIAMI SHORES PTA 33138- C.ORn wt MnnH /mA '�"-'r -"'""" """' / / a ACORD CORPORATION 1988 INS025(oloa).o6 �,/ Page t a 2 FORM 406-10 FL6RIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: NEW AC UNITS FOR PERKINS Street: 96 NW 92 ST Builder Name: Permit Office: City, State, Zip: MIAMI SHORES, FL, 33150- Permit Number: ` Owner: GERTRUDEZ PERKINS Jurisdiction: 231000) Design Location: FL, Miami 1. New construction or existing Exp (Projectee 9. Wag Types (1328.0 sift.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Instil, Exterior R=5.0 968.00 fr b. Concrete Block - Int Irk, Adjacent R=5.0 368.00 fP 3. Number of units, if multiple family 1 c. WA R= fl2 4. Number of Bedrooms 2 d. WA Rm fP 10. Ceiling Types (1750.0 sift.) Insulation Area 5. lo this a worst case? No a. Under Attic (Vented) Rm30.0 1750.00 ftp 6. Conditioned floor area above grade 012) 1750 b. WA R= fie c. WA R= e Conditioned floor area below grade (ft) 0 11. Ducts R fe 7. W(146.6 sift.) Description Area a. Sup: Attic, Ret: Attic, AH: Makro 6 150 a. U -Factor. S91, U=1.00 137.56 fF SHGC: SHGC=0.60 b. U -Factor: Sol, U=1.30 9.00 ftp !2. Cooing systems kBtEfficiency 366.0 SEER:16.00 SHGC: SHGC�.75 a. Central Unit .0 c. U -Factor: WA fl? SHGC: 13. Heating systems M3kft Efficiency d. U -Factor: WA ft¢ a. Electric Strip Heat 25.0 COPA -00 SHGC: Area Weighted Average Overhang Depth: 2230 it Area Weighted Average SHGC: 0.6 09 14. Hot water systems a. Electric Cap: 45 gallons 8. Floor Types (1750.0 sift.) insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1750.00 If b. Conservation features b. WA R- fF None c. WA R= fr 15. Credits Pew Total Proposed Modified Loads: 33.34 PASS'* GlaswFloorArea: 0.084 Total Standard Reference Loads: 49.77 �7 I hereby certify that the plans and specifications covered by Reviewof the pians and a'j'1413 Sl,t� this calculation are in compliance with the Florida Energy specifications covered by this '' Code. calculation indicates compliance y <f -'s with the Florida Energy Code. >a Ni PREPARED BY: (-iJl Before construction is completed DATE: r j this building will be inspected for compliance with Section 553.908 ,''y �► ��_7 I hereby certify that this building, as designed, is in compliance Florida Statutes.®y'c► WE with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table 13-1.1.2. 5!612014 6:39 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 • PROJECT Title: Builcng Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/F g: Comment: NEW AC UNITS FOR PERM User GERTRUDEZ PERKINS 1 231000 Single-family+ Existing (Projected) Bedrooms: 2 Conditioned Area: 1750 Total Stories: 1 Worst Case: No Rotate Angie: 0 Cross Ventilation: Whole House Fan: Address Type: Lot 8tackfSubDiv1sion: PlatBook: Street: County: City, State, Zip: Street Address 96 NW 92 ST DADE MIAMI SHORES, FL, 33150- CLIMATE ` V Design Location TMY Site IECC Design Temp Zone 97.5% 2.5% Int Design Term Heating Design Daily Temp Winter Summer Degree DaYs Moisture Range FL, Miami FL_M1AMi NTL AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Blockl 1750 14000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms fail ID Finished Cooled Heated 1 Main 1750 14000 Yes 5 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On rade Edge Insulatio Main 195 It 0 1750 fta 0 0 1 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emits Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1804 fF 0 f12 Medium 0.96 No 0.9 No 0 14 V 9 ATTIC Type Ventilation Vert Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1750 ft2 N N CEILING # Calling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Mair 30 1750 fta 0.11 Wood 5!8/2014 8:39 PM EnergyGauge® USA - FlsRes2010 Section 405.4.1 Compliant Software Page 2 of 5 5AM14 6:39 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS'1 Adjacent Cavity Width Height Sheathing Framing Solar Below vs 0MI: TO Wall Tvae_ Space 1 - N Exterior Concrete Black - Int trsul Main 5 37 8 296.0 ftp 0 0.1 0 2 S Exterior Concrete Block - Int Irk Main 5 37 8 296.0 fe 0 0.1 0 3 W Garage Concrete Block - Int Usul Main 5 46 8 368.0 fe 0 0.1 0 14 E Exterior Concrete Block - int Incl Male 5 46 8 368.0 fP 0 0 0.1 0 DOORS Omt Door Type Space Storms U-value Ft Width Height In Ft In Area 1 N Insulated Main None .46 3 •6 8 20 fE WINDOWS Orientation shown is the entered proposed orientation. Wan Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Metal Single (Clear) Yes 1 0.6 39.6 ft' 2 ft 0 in 3 ft 0 in DrapesJtrimds None 2 N 1 Metal Single (Clear) Yes 1 0.6 26.4 W 2 ft 6 In 3 ft 0 In Drapesiftids None 3 S 2 Metal Single (Clear) Yes 1 0.6 39.6 V 2 ft 0 len 3 ft 0 in Drapes/blinds None 4 N 1 Metal Single (Clear) Yes 1 0.6 32.0 fta 2 ft6 le 3 ft 0 in DrepealbMds None 5 E 4 Metal Single (Clear) Yes 1.3 0.75 9.0 ff 2 ft 6 inn 3 ft 0 In Drepesiblinds None GARAGE Floor Area Cel Area Exposed Wan Perimeter Avg. Wan Helght Exposed Wan Insulation 1 382.8 ft? 382.8 flZ 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed CFM(50) .000076 350 1921 36.14 .0526 1.5 BEATING SYSTEM # System Type Subtype Efficiency Capacity Block Dusk 1 Electric Strip Heat Nome COP:1 25 kBk to 1 sys#1 COOLING SYSTEM e # System Type Subtype Eftiaency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 36 kBkft 1080 cfm 0.6 1 sys#1 5AM14 6:39 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 r HOT WATER SYSTEM 1# System Type SubType Location EF Cap Use Sunt Conservation 1 Electric None Garage 0.87 45 gat 60 gat 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None DUCTS -- Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 150 ftZ Attic 62.5 W Default Leakage Main {Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cel Fans: CoolingOct HJan H Jan [[ �]Feb [X] Feb [[ j] Mar (Xj Mar WA pr May [Xj Jun njd []Me Jul MAug Sep Oct Nov Nov Dec �Ventir� Jan II ]] Feb [[�X]] Mar My� t J per ( Noy Thermostat Schedule: HERS 2006 Reference Hours 11 12 Schedule Type 1 2 3 4 5 6 7 6 9 10 Cooling ) M 80 7800 78 78 78 78 78 78 76 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (VW) PM 6 so 6688 68 68 88 68 so 68 68 so 88 Heating (WEH) PM 68 68 68 68 66 68 68 6s8 so 68 68 666 so 5/612014 6:39 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-'10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Rpcidp-ntial Whole Building Performance Method ADDRESS: 96 NW 92 ST PERMIT* MIAMI SHORES, FL, 33150 - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply duds. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. ventilation No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. 403,9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 HP shall have the capability of operating at two or more speeds. Spas rWmmingols and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. 403.6 Sizing calculation performed & attached. Minimum efficiencies per Cooling/heating Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. 405. 2.1 R-19 space permitting. Ceilingalknee walls 5/612014 6:38 PM EnergyGauge® USA - FlaRe010 Section 405.4.1 compliant Software Page 6 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE INDEX* = 67 The lower the EnergyPerPormance Index, the more efficient the home. 96 NW 92 ST, MIAMI SHORES, FL, 331 SO - 1. New construction or existing Exp} (Projects 9. Wall Types Insulation Area a. Concrete Block - Int Irk, Exterior Rs5.0 90.00 fp 2. Sir�:#le family or multiple family Slrrgle famay b. Concrete Block - Int kms, Adjacent R=5.0 368.00 W 3. Number of units, if multiple familyr 1 c. WA R= f fz 4. Number of Bedrooms 2 d. NIA R= fP 10. Ceing Types Insulation Area 5. Is this a worst case? NoR=30.0 a. Under Attic (vented) 1750.00 fta 6. conditioned floor area (W) 1750 b. NIA R= fP a NIA R= fF 7. Windows'" Description Area Ducts R a. U-Factor. Sol, U=1.00 137.56 W91' a. Sup: Attic, Ret: Attic, AH: Main 6 150 SHGC: SHGC=0.60 b. U -Factor: Sgl, U=1.30 9.00 fe SHGC: SHGC=0.75 12. Cooling systems kBhuthr Efficiency c. U -Factor. N/A ft, a. Central Unit 36.0 SEER:16.00 SHGC: d. U -Factor: N/A it 13. Heating systems kBhr/hr Efficiency SHGC: a. Electric Strip Heat 25.0 COPI.00 Area Weighted Average Overhang Depth: 2230 it Area Weighted Average SHGC: 0.609 8. Floes Types InsulInsulation14. Insulation Area Hot water systems Cap: 45 gam a. Stab -Ort -Grade Edge Insulation R=0.0 1750.00 ft' a. Electric EF: 0.97 b. N/A R= fta b. Conservation features a NIA R= � None 15. Credits PsFat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.c om for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeS USA - RaRe92010 Section 405.4.1 compliant Software Residential System Sizing Calculation Summary GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- 5/6/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity differen r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Is; F Submitted heating capacity Total (Electric Strip Heat) % of calc Btuh Submitted cooling capadty 183.0 25000 Sensible (SHR = 0.60) Latent WINTER CALCULATIONS Load 2985 Btuh VVIMIU1 I-10= 1 i-ViIM Load component Laad Window total 147 sgft 3446 Btuh Wail total 1161 sqft 2740 Btuh Boor total 20 sgft 184 Btuh Ceiling total 1750 sgft 1115 Btuh Floor total 1750 sqft 4602 Btuh Infiltration 20 cfm 432 Btuh Duct loss 1604 Btuh Subtotal 13661 Ruh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 13661 Btuh % of calc Btuh 93.9 21600 141.7 14400 rba*s(3 %) SUMMER CALCULATIONS oullttlt0l IBM Load component Laad Window total 147 sqft 3446 Btuh Wall total 1161 sqft 2055 Stuh Door total 20 SO276 Btuh Ceiling total 1750 sqft 2452 Btuh Floor total 0 Btuh Infiltration 15 cfm 243 Btuh internal gain 12550 Btuh Duct gain 19855 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 23009 Btuh Latent gain(ducts) 582 Btuh Latent gain(infiltration) 581 Btuh Latent gain(ventilation) 0 Btuh Latent gain(Intemaltoccupants/other) 9000 Btuh Total latent gain 10163 Btuh TOTAL HEAT GAIN 1 33172 Btuh Latent mtemat. Wft,ftwai ta%i �czu,r Negate%) avm<t mF 6tfVZ't k hu tels%A EnerWGaLVA System Std PREPARED BY: DATE: EnergyGauvO / USRFZB v3.1 Residential Window Diversity MidSummer GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- 502014 Weather data for: Miami - Defau[te Summer design temperature 90 F Average window load for July 2100 Btuh Cooling setpoint 75 F Peak window load for July 2381 Stuh Summer temperature difference 15 F Excusion limit(130% of Ave.) 2730 Btuh Latitude 25.82 North Window excursion Jul None 3000.00 0.00 WINDOW Average and Peak Loads Limat for excursion 12 Hour Average ;E 4 a'M. 10 iZ 2 p.m. 4 p.m. 0 p.m. 6 p.1 a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGaugeO System Sbft for Florida residences ordy PREPARED BY- Y , , .UM DATE: EnergyQuVeO / USRFZB v3.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- Building Type: User 516/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (M.18 99% Window PanesfType Frame U Orientation Area X HTM= Load 1 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Btuh 2 1, NFRC 0.60 Metal 1.00 N 26.4 20.0 528 Btuh 3 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Btuh 4 1, NFRC 0.60 Metal 1.00 N 32.0 20.0 640 Btuh 5 1, NFRC 0.75 Metal 1.30 E 9.0 26.0 234 Btuh Window Total 146.6(s 2985 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Cone Blk,Filled - Ext (0.112) 5.0/0.0 218 2.24 487 Btuh 2 Cone BIKFilled - Ext (0.112) 5.0/0.0 217 2.24 485 Btuh 3 Cone Blk,Filled - Adj (0.112) 5.0/0.0 368 2.24 823 Btuh 4 Cone Blk, Hollow - Ext (0.132) 5.0/0.0 359 2.63 945 Btuh Wall Total 1161 2740 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 insulated -Exterior, n (0.460) 20 9.2 184 Btuh Door Total 20 18413tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/UShing (0.032) 30.0/0.0 1750 0.6 1115 Btuh Ceiling Total 1750 1115Btuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 195.0 ft(perim.) 23.6 4602 Btuh Floor Total 1750 sclft 4602 Btuh Envelope Subtotal: 11625 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wag Ratio CFM= Natural 0.08 14000 1.00 19.6 432 Bkih Duct load Average seated, R6.0, Supply(Att), Retum(Att) (DLM of 0.133) 1604 Btuh All Zones Sensible Subtotal All Zones 13661 Btuh E-nergyGauge® / USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- Building Type: User 5/6/2014 OLE HOUSE T0TA1LS 1 Subtotal Sensible Heat Loss 13661 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 13661 Btuh EQUIPMENT - 1. Electric Strip Heat 25000 Btuh Key: Window types - NFRC (Requires LI -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as'Clear' or 7W (Uses U -Factor and SHGC defeub) U - (Window U -Factor) HTM - (Manual] Heat Transfer Mu*Her) R EnnergyGaupO / USRFZB v3.1 Page 2 System Sizing Calculations Summer Residential Load - Whole House Component Details GERTRUDEZ PERKINS Prood WINW-92 ST MIAMI SHORES, FL 33150 - Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) 5020`14 Humidity difference: 58gr. EnergyGauge0 / USRFZS v3.1 Page 1 Type* Overhang Window Area(sgft) HTM Load VViindow Panes SHGC U h% IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.60, 1.00 B -L No S 2.0& 3.0% 39.6 39.6 0.0 21 24 846 ShM 2 1 NFRC 0.60, 1.00 B -L No N 2.5% 3.0% 26.4 0.0 26.4 21 21 564 Bhrh 3 1 NFRC 0.60,1.00 B -L No S 2.01L 3.01L 39.6 39.6 0.0 21 24 846 Stuh 4 1 NFRC 0.60,1.00 B -L No N 2.5ft. 3.0ft. 32.0 0.0 32.0 21 21 684 Btuh 5 1 NFRC 0.75,1.30 B -L No E 2.51t. 3.0% 9.0 0.0 9.0 25 56 508 Btuh Window Total 1 1 147 s 3448 Btuh Walls Type U Value R Value Area(sgft) HTM Load Cav/Sheath 1 Concrete BIk,FMod - Ext 0.11 5.010.0 217.6 1.7 365 Stuh 2 Concrete BkFBed - Ext 0.11 5.0/0.0 216.8 1.7 364 Stuh 3 Concrete Btic,Ffled - Adj 0.11 5.010.0 368.0 1.7 617 Btuh 4 Concrete Blk,Holow - Ext 0.13 5.0/0.0 359.0 2.0 708 Btuh Wall Total 1161 s 2055 Btuh Doors Type Area (sgft) HTM Load 1 Insfdated - Exterior 20.0 13.8 276 Btuh Door Total 20 276 Btuh Ceilings Type/Color/Surface U Value R Value Area(sgft) HTM Load 1 Vented Att1c1Ught/SW& 0.032 30.0/0.0 1750.0 1.40 2452 Stuh Ceiling Total 1750 2452 Btuh Floors Type R -Value Size HTM Load 1 Stab On Grade 0.0 1750 (ft -perimeter) 0.0 0 Stuh Floor Total 1750.0 s 0 Btuh Envelope Subtotal: 8231 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.06 14000 1 14.7 243 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 11400 12550 Btuh Sensible Envelope Load: 21024 Btuh Duct load Average seated, Supp .0 -Attic), R 126.0 -Attic (DGM of 0.094) 1985 Btuh Sensible Load All Zones 23009 Stuh EnergyGauge0 / USRFZS v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) GERTRUDEZ PERKINS Project Title: Climate:FL MIAMI_INTL AP 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- 5/6/2014 • Whole House Totals for Cooling r 1. Central Unit Sensible Envelope Load All Zones 21024 Btuh Sensible Duct Load 1985 Btuh Total Sensible Zone Loads 23009 Btuh Sensible ventilation 0 Btuh 0 Btuh Blower Total sensible gain 23008 Btuh Latent infiltration gain (for 58 gr. humidity difference) 581 Btuh Latent ventilation gain 0 Btuh Latent duct gain 582 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1040 Stuh Latent other gain 8000 Btuh Latent total gain 10163 Btuh *Kay.Windo+n+types (P - Number and We of Panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh -- Interior� color, : o ) Veda) or Roder Shades(R)) For Bihalf For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half dosed (!S - Insect screen: none(N), Full(F) or HeIWA)) (omt - compass orientation) 36000 Btuh EnergyGauge® i USRFZB v3.1 Page 2 System Sizing zng Calcuata n Summer er t. Residential Load - Room by Room Component Detaft Energyoauge® / USRFZB v3.1 Page 1 Type* Overhang Window Area(sgft) HTM Load Window Panes SHGC U Insh tS Omt Len Hgt Groes Shaded Unshaded Shaded Unshaded 24 846 Btuh 1 1 NFRC 0.60, 1.00 B -L No S 2.01. 3.OfL 39.6 39.6 0.0 21 21 564 Stuh 2 1 NFRC 0.60, 1.00 B -L No N 2.5ft. 3.0% 26.4 0.0 25.4 21 21 24 846 Bbb 3 4 1 NFRC 0.60,1.00 B -L 1 NFRC 0.60,1.00 B -L No S 2.Oft. 3.01. 39.6 No N 2.5% 3.0% 32.0 39.6 0.0 0.0 32.0 21 21 664 Btuh 5 1 NFRC 0.75,1.30 B -L No E 2.51 3.0% 9.0 0.0 9.0 25 56 508 Btuh Window Total I I 147 3448 Btuh Walls Type U Value R Value Area(sgft) HTM Load 1 Concrete BIk,FMed - Ext Cav/Sheath 0A1 5.0/0.0 217.6 1.7 365 Btuh 2 Comets BIk,FBed - Ext 0.11 5.010.0 216.8 1.7 1.7 364 Btuh 617 Bbb 3 Concrete BIk,FBed - Adj 0.11 5.0/0.0 368.0 2.0 708 Btuh 4 Concrete BIk,HoHow - Ext 0.13 5.0/0.0 359.0 1161 Md 2055 Btuh Wall Total Doors Type Area (sgft) HTM Load 1 Insulated - Exterkr 20.0 13.8 276 Btuh 276 Btuh Door Total 20 ) Collings Type/Color/Surface U Value R Value Area(sgft) HTM Load 1 Vented AftWUgWSWr4e 0.032 30.010.0 1750.0 1.40 2452 Bbb 2452 Btuh Ceiling Total 1750 Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1750 (t ifteter) 0.0 0 Btuh Floor Total 1750.0 0 Btuh Zone Envelope Subtotal: 8231 Btuh Infiltration Type Wholshouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.06 14000 1.00 14.7 243 Btuh internal Occupants Btuh/occupant Appliance Load ain 5 X 230 + 11400 12550 Btuh Sensible Envelope Load: 21024 Btuh Duct load Average sealed, Su ply(R6.0-mc), ReuNRUI-Attk) (DGM of 0.094 1985 Btuh Sensible Zone Load 23009 Stuh Energyoauge® / USRFZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) GERTRUDEZ PERKINS Project Title: Climate:FL MLAMt_INTL AP 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- 5/6/2014 EnergyGauge® / USRFZB v3.1 Page 2 Manual J Summer Calculations AL Residential Load - Component Details (continued) GERTRUDEZ PERKINS Project Title: Climate:FL M IAMI_INTL, AP 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- 5/6/2014 1. Central Unit # 36000 Btuh 'Key. Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window 11 -Factor) (InSh - Interior shading device: none(No), BkKKB), Draperles(D) or Roger Shades(R)) - For Bhnds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roger shades: Assume translucent, half closed (IS - Insect screen: none(N), FUM or HaWh)) (Omt - compass orientation) Energy0augs®1 USRFZB v3.1 Page 3 Sensible Envelope Load All Zones 21024 Btuh Sensible Duct Load 1985 Btuh Total Sensible Zone Loads 23009 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 23008 BWh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 581 Btuh Latent ventilation gain 0 Btuh Latent duct gain 582 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 8000 Btuh Latent total gain 10163 Bhth TOTAL GAIN 33172 Btuh 1. Central Unit # 36000 Btuh 'Key. Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window 11 -Factor) (InSh - Interior shading device: none(No), BkKKB), Draperles(D) or Roger Shades(R)) - For Bhnds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roger shades: Assume translucent, half closed (IS - Insect screen: none(N), FUM or HaWh)) (Omt - compass orientation) Energy0augs®1 USRFZB v3.1 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- Building Type: User 516/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99% Window Panesti Frame U Orientation Area X HTM= Load 1 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Btuh 2 1, NFRC 0.60 Metal 1.00 N 26.4 20.0 528 Btuh 3 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Btuh 4 1, NFRC 0.60 Metal 1.00 N 32.0 20.0 640 Btuh 5 1, NFRC 0.75 Metal 1.30 E 9.0 26.0 234 Btuh Window Total 146. s 2985 Btuh Walls . Type Omt. Ueff. R Value Area X HTM= Load (Cav/Sh) 1 Cone B1k,Filled - Ext (0.112) 5.0/0.0 218 2.24 487 Btuh 2 Cone Blk,Filied - Ext (0.112) 5.0/0.0 217 2.24 485 Btuh 3 Cone Blk,Filled - Adj (0.112) 5.0/0.0 368 2.24 823 Btuh 4 Cone Bilk, Hollow - Ext (0.132) 5.0/0.0 359 2.63 945 Btuh Wall Total 1161 2740 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.460) 20 9.2 184 Btuh Door Total 2 184Btuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load i Vented AttichJShing (0.032) 30.0/0.0 1750 0.6 1115 Btuh Coiling Total 1750 s 1115Btuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 195.0 ft(perim.) 23.6 4602 Btuh Floor Total 1750 sqft 4602 Btuh Room Envelope Subtotal: 11625 Btuh Infiltration Type Wholehouse ACH Room Volume Wail Ratio CFM-- FM=Natural Natural 0.08 14000 1.00 19.6 432 Btuh Duct load Average sealed, supplAR6.0-Attle), Reium(R6A-Attic) (DLM of 0.133) 1604 Btuh Room #1 Sensible Room Subtotal 13661 Stuh EnergyGauga / USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) GERTRUDEZ PERKINS Project Title: 96 NW 92 ST NEW AC UNITS FOR PERKINS MIAMI SHORES, FL 33150- Building Type: User 5/6/2014 HOUSE rtes I Subtotal Sensible Heat Loss 13661 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 13661 Btuh *111PONT 1. Electric Strip Heat 25000 Btuh Key: Window types - NFRC (Requires U-FaCW and Shadtg coef1W0nkSHGC) of gtws ss monedW values) or - Glass as'Clear' or 7W (Uses U-FacW and SHGC defaub) U - (Widow U -Fact) HTM - (MamwU Heat Transfer Murdp#er) EnewGauga / USRFZe v3.1 Page 2 R , w Ir YY 1 14 fEB 2 7013 5 Detailed Wind Load Design (Method 2) per ,5/2013 0 AN IC.i 1 Gusti For rigid structures Nat Freq > 1 Hz use 0.85 0.85 zm Zmin 15.0011 Izm Cc * 33/z .167 0.2281 Lzm 1* zm/33 E silon 427.06 ft Q 1/ 1+0.63* Min B,L +Ht /Lzm)AO.63 ^0.5 0.9385 Gust20.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*lzm 0.8926 G ince this Is not a flexible structure the lessor of Gust1 or Gust2 are ul 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcol Condition Gc 1 Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildin s 0.18 -0.18 i Copyright 2009 www.mecaenterpdses.com Page No. 1 of 2 t W14—w- 2/15x2013 MECAWind Version 2.0.2.8 Detailed Wind Load Design (Method 2) per ASCE 7-10 Filpure 6-11 - External Pressure Coefficients, GCg Loads on Components and Cladding for Buildings w/ Ht <= 60 ft -t--ter--'r---r- z 1� �2 a= 2.3 ==> 1 3.00 ft Double Click on an data ent line to receive a helD Screen Component vwdth ft span ft) Area (ft"2) Zone Max G Min Wind Press Ib/R"2 Max Min S -H 3-36"X38 3/8" 36"X 38 3/8" 531 /811X63" 9 3 4.42 3.19 3.19 5.25 28.71 9.57 23.21 4 4 4 0.92 1.00 0.94 -1.02 -1.10 -1.04 50.23 49.46 —70 '63 -52.31 -55.67 -%.31 Note: * Enter Zone 1 throuah 5. or 1 H throuah 3H for overhanns. Copyright 2009 www.mecaenterpdses.com Page No. 2 of 2 DFrAILA. BULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) LIULZ= go x'�yj.=j im V: 181 ORO, SIDEVIEW noffA"w"Nom 1) ANCHOR EMBEIWENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITVOFANCHOR S AND MULLION SIM SHOWN AB(M ARE FOR PICTORIAL RMIRESEMATION ONLY BECAUSETHE MOM CAPACITY IS SABO PAIMYGN THE ANCHORTOANCHORDISTANM TM COMtECTQUMnWAND LOrATMOFANCMMWJBT13EFOWMW,REFEFtTOTHETASMONTHE FOLLOWING *MTS. FOR DETAILS A4), EITHER THE STANDARD OR DfTERJOR CLIP mAyBE USM 3) ANCHOR HEAD TYPE MAY BE PANHE.AA me*mAD OR FLATHEAD. 4) WOW BUCKS ARE OPTIOKAL, SEE !NAIL A SHEET & 5) FOR MAMW APPMATIONS IN MIAMI-VAlt COUNTY, USE ONLY MMMWMM COUNTY AppRMW ELOO UL*RACON OR ELCO IW ILL AGGREGATOR MASONRY ANCHORS. DETAIL 8: MULLIOWA-TTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MANCHOR 61=1 AND - ATTAONUM MEE" I NOTE 1, iwaftEft MNOJK81QQp1OW91 .w FwNTVIEw SWE VIEW EgrANDA4D opmom" armAym MWAUAD M "s DUAL 0. MULLION DIRECTLY ATTACHED TO �MASONRY � STRUCTURE ANDARD UNRYMOWKBTBCRCRMI FRONT VIEW MlNlTQ=��CCX{qM�WyMMI �at SIDE �•�� iNSTTALU►T oN NO7E8: 1) ANCHOR EMBSOMENt TO BABE MATERIAL. SHALL BE SEYOND WALL DRE8SW0 OR STUCCO. 2)QUANTITYOFANCH)OR8AND MUUMNOWE SHOWN ABOVE ARE FORPA3TORW.REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PMMYON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE F'OLLOWEA REFER TO THE TABLES ON THE FOLLOAMO SHESTS. FOR DETAILS XD, ETHER THE STATOR RITERIOR CUPMAYSE USED. S) ANCHOR HEAD TYPE MAYBE PAiNHLAM HEUONEAD OR FLATHEAD. q WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEETS. 8) FOR MASONRY APPLICATIONS IN MIAMUMDE COUNTY. USE ONLY MA JMMM COUNTY APPROVED ELOO ULTRACON OR ELOO W 8.8. ALN TOR MASOINRYANCHORS. f 1) MAY 6V -TW ORS` INTERSECTIOW 2) MAY BE INSTALLED FR>FWWNTALLY (GHOAiN)OR VERTICALLY. 3) SEEFOR CORRESPONDING 1820 DETAIL 1). MULLION ATTACHED TO STEELSTUD WANEVU CLIPSH- - 1) FOR ECWOOD SACKED STEL STUDS. WOOD ANCHOR VALUES MAY BE USED, 2) 80 CORRESPONDING MULLION TAE.EB, SHEETS 617. FOR QUANTITY O>SCREWS. A :r iii11111tjt ? •: iC * : i1o. 88708 •' SIDEVIEW -� 0** .: SIONAL `t,,`�� A. I Y W P.E DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) m+®=%KMALWOM TOs?EOpIC8UBSTPA M ommvmrxsx.ur 1) DETAIL IS NOT APPLICABLE POR THE BAY OR 1.28" X 2.tr X.128• M AUOf. 2) SEE TABLES 18409 FOR ANCHOR CALW M AND SHEETS 18.20 FOR HOLE LOCAM N8. 8) THI; 2X8 GLIP IB NOT SUITABLE FORIM APPLICATION. _DETAIL G: DETAIL It RON BAY MULLMN IWALLATM ¢' (ANG (ANGLE CLIP) ��� orl A. L1T PL ,,IIII►� NOW FOR INSTALLATION9PT MO&Ft 1) USE2ANSLE CLIPS PER MULLION CLM NAWSE OPAULK `,•• 0�`1, .... ��,, a '' 00. MM N. OETAB @ BEE TABLE818.11B POR ANCHOR OUANTRIEB AND SHEETS IM FOR NNE .� z: 8) OETAL It SEE TABLES 120 OR 138 FORANCHOR cUANTITESAM SHEETS 18.28 FOR HOLE LOCA'RONB. A. L1T PL NATE: FORTHE OFFSET CLV USE THE SAME ANCHOR PATTERN ANNDANCHOR VAIAWAS THE STAB Ci.IP. IF ANGLE CVP MUST BE USED IN PAIffi. FIGURE 4: FIGURE a FIGURE & • . 0 • FORMULATOOBTAINTHE ANCHOR f R6 Tom 'RESSC RE REQ MEMS FOR TT• f (PROM THE TABU CF TINE SSILECTEID R WILL YI9.D A MlWMUM ANCHOi f WHICHMAY BE USEDTOQUAVF'f IAL ANCHOR OPTIONS FROM THE CAPAC YTABLE. 1) SEE BMW 1 POR MMWCTKM ON USING THE TABLES AND SHUM FOR INFORMATM ON LOADING, SEE SHEETS 24 FOR GSNWM WiALLATIDWIWHODS. IAW 2J LI•AR INTENV+p1A'i�f i�'NWEEM MULL tENOTHB f910 WRITHE M A41Cgg1A&.L. j 3) MIALM 1i AND MULLM CLIPS SHOWN ARM NOT TO SCALE. FOR RIMT OIUIENSION%SNE Sl4mT8 wa ALL MULLtDrI CLIPS MAY BE FACTDRYMACHINEDANDCONTAINtASLBSID HOLES, HOLES MAYBE DRLLLED IN 24 W [If THE FIEW FOLLOWING DMWNSICINS SHWNN ON SHEETS IM 4) SUBBTRATES: CONMVE SHALL CONFORM TO ACI iM1 SPECOrATOW HOLLOW AND GROUT•FILLED ur COHC18rTE NS.00KUNIT (CMU)SHALL CONFORM to ASTM Com. WOOD SHAW. BE PIS -TREATED YELLOW80UTNMRNIWITHAN�OFOBB ALUMINWNSHALLB8DB3T8ANDBEAMBIBNUM 0F,128' THCK.STEO.STUMTOBEAMtN WGRAM 33NOAWTHM(WGAUMSMICTURALSTEELTOBEAT rxrx.iW LEAST.12rTHMANDA36, ALLAMX= KINOMETAL SHALL EXTENDATLFASY3SCREWTFCBEYOND, THE MATERIAL CL !MCF110, . S10NAL a LYNG�I f�.t'�Ft, P.E. FL P.P#6BM TABLE 2A 1x2xxf I La AIM Tabs I Am- ri, ArWwC4p P&&= RI[MRfMRl Soto tab I oft* aeotwedo I TAV Looms I LOW" las" W fill, 1111111 AMOTIPM1 apwmmutmm 1 wtua m a 1@1P. ®"I SfrEleemmom I wL+toommem I,`• 0inC0OI"'— IO°CO I — — I =-,=I I I NOTE FOR THE OFFSET CLIP. USE THE �-J.)=:iIT�•' : (OP„e)x AN HORCAP _ 'ANCHORCAP.— kwumN CAP ­ USETHS F RMULATO OBTAIN TH• %ANCHOR CAPACRY REQUPW CORRESPONDINGTOAN ACTUALP141ESSUIPIEREQUIROMENTFORTIt OPENM WHEN NT S LOWER THAN N THE MULLION CAPACITY (FROM THE TAMP OF THE 861.ECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY O USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACI YTASM 1 E ren ®wlgeeFloddA • • • • 1) 80OH1' I FORK N USI NG TABLESAND SHEET 22 FOR INFORMATION ON LOADING. BOMB o SEE fat FTIONSINSTN B. 2) LINEAR IN7ERPOLATM BETWEEN MULL LENGTHS ANDM OPE INS WIDTHS S AI.CWABLE. FI E3: 2) M ION AND MULLION C.O+S SHOWN ARE 1= 70 SCALE. FOR E%ACT DWEPSMS, SEE SHEETS 1840. 1111 I J1 2 ALL MINION MM MAYO FACTORY MACHINED AND CONTAIN WJB� HOLM HOLES MAYBE IN 0 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SINS 18.20. 0� ��d9 'Ito LYNN . • J(� ANH3LE CLIP MUST U8� qy PAIS. -MATES: ` �GFN3t* '•., �i�' 4j SUSS COTE SHALL CONS TO ACI 201 SPEC ICATIDMS. H=QW AND (R^ff*ILLBV F10LiRE4: F[tRVRE& FTCy11RER CQA TES UNR(CNRg8FIALLCONfOFONTOASTMC� WOODSHALLSE TREATm Y�L�V SClPIH•tN POyE WITH AN ✓IO OF OB6. ALUMDWM SHALL BE 60 3 -TB ANID BE A MINIMUM OF J2r Y7C: Hyp.86M _ ®11 01 1111 TtWK STEEL STUDS TO BE A MINIMUM GRADE 88 AND AW TW=(18 SAUG%M=URAL STEED. TO BE AT 1. X 2• X 3iS MIILLtON LEAST .12BTFliCiCA4tflAOL ALLANCHO(ZS$PTO9TALSHALLEXTEHOATLEASTBSCRkWTiHHi08BEYQ@ - 1IC - o !! • 0 THE MATERIAL 1wTA( i Dia` ''i�_ NAL A L1fN1Y 11l1(�R, P.E. FL P.USSTOS Amor anrebsuawaen waewUMwM wwww enreooueemen UWwwubum was sHr®eo vp�t3ao itOBtmd #U d "after USE TH•FORMULATT)DBTAAITHEANL EOR A oHpPa umaeen uemon a eR21 rot9 sanrt� CAPACITYREOU TORN _gpnnmao •r aar sve• r 4 r ue• ..M yr r m� ow orae• e .... ACTUAL I FOR THE VIELDAMM MIAN MAYBE USEOTO FIGU14E I-Fx TASLH NOTES: • Q • • • • 1) SEE SHEET 1 FOR NSTRUCrTONS oN USNG THE TABLES AND SHEHT r2 FOR NFORMATON ON LOADSit3. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGLIRE 2) LO EAR POLATION BETWEEN MULL LENGTHS ANWR OPENING NWTHS 18 ALLOWABLE `����,jo"' EPtY! m • 9) MULLION AND MULLION CIJPS SHOWN ARE NOT TO SCALE FlSt EXACT SONS, S� Omni 2.1 • • • • ALL MULLWN OOPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRUM N * :' No 887 TNEFw9FOLwWm SHwmCWSHEETBIBm ANGLE CLIP MUST BE USED N PASS 4) TRMTM CONCRETE SHALL ODNFOM TO AC1 Sal SPECIFICATlO)f8. HM LOWAID GROUT-PZLM * 1/ FI4! FNRM & F•IM & CONCRETE BLOCK UNIT (CMW MALL OON�A TO ASTM C•IO. WOOD SHALL SE PRESS-TR'ATM {p r YBLOW SCUn*M PM WITH AN BG CF O.lM. ALUMMU SHALLBE MMS-7BAND BE AMMM M OF.12r • 01 01 THM STEEL STUN TO BE A MNIMUM GRADE SS AND AW THICK (1S GUIM BTIBJCTURAL sum. TO BEAT �• rxara x a$MuumN F . • • LEAST.12'THICKANDAS&ALLANCHORSKMMETAL SHNlEX7ENDATLEAST 38CR NTHREADS TNEMATERW. P FL P.RAWMS TABLE 4A C 6101Ii0i1 TOIM6 WId81 t OtoN61gMa6rlroria�nfaBF6pet91IgO1Mliwls) sob ON 70b ab 6013 Mob 11013 14010 lab 14276=rmmow ANN 71eyilrlmq PA00gAor TQ11Vf6mp 7 1 fQ O RBoOelmt4tr RWI6Gep 1664130 LOB" LoomimelaD La6t4d0 Iaed08 Loft LOBi1B L 14840 Laft LO9ft LOB" Lao" fBe Mr 171gK701m0 OAdiNanO Loom L0f8 �9 I-"» O sh 111 1 a 111 fill, 111 111 n 11 fl 11 1,111 if 11111111 1 11 if 1[ 11 if I I I 4213 if 88.0 On 170.0 486 1746 1 744 t740 478 IMCI W Mal W1 IX8I 062 7Po.0 I M 1=1 1110 170.0 824 t740 I= 170.0 81'1 1740 1460 170.0 at 16&7 TRA 170.0 of 180.0 "0 fmol at 4813 170.0 706 1740 6N 1740 am 1740 881 1740 82 1/716 SO 1760 1188 170.0 M 17&0 1716 1740 877 1740 t417 1740 8a /4L7 t417 17'40 660 141.6 1111 1740 080 106.8 M77 17&0 680 80.82813 t70A 79 1740 SBS 170.0 886 1740 881 1700 1040 17" 881 MG "SO 1740 70 =8 1488 1740 747 1418 tab 170.0 780 141.0 taB Ma 186 101.8 tab 1740 788 NA tab 4706 768 Gobi 170.0 7W 1740 844 1740 108 =A BM 1740 1118 MO 761 180.7 1180 176:0 8W 1x8.0 1180 1740 8W 1240 1180 1740 ON 18&6 IM 1740 861 80.1 1180 170.0 881 7&9 1180 170.o 861 8013 170.0 W6 1740 701 14&8 818 184.8 7M 19813 018 MU 748 108.0 018 1620 70 87:8 016 =0 718 WA B16 1188 710 78.4 Of8 114A 716 Lw 0.8 818 114A 716 80,§ 618 111.4 746 ON 481.0 890 181.9 740 14&6 8a INA 004 1088 69O 102 8M 848 680 1122 670 80,4 680 /00,6 682 76.0 888 9&4 a9 BBS 890 Ol8 99 60,4 880 01.1 610 47A 680 Olt 010 8801 1�1 7S/ 14DA a6 lima 767 118.9 GO 7W f060 824 aA 7W a.1 614 768 7W 88.1 600 80.0 7W 842 ao 855 79 78.0 688 02 7W 7&4 01 41.8 767 788 WI 7118 WL7 aB 108.6 02 8l8 as OLO 601 74.7 a0 0.1 680 88.8 898 722 841 WA 848 66.0 614 860 686 628 SW 424 00 WS MO 848 888 880.8 40 818 690 aA 497 gg OR 866 81 90.4 46O 781 W1 788 4WA 478 Olt 5" 808 971 4&O 871 a.8 464 482 671 MA 40 840 871 470 4 80.8 871 40.8 A9 WA 871 4l6 4M 76b 860 611 aA 474 88.7 894 768 486 871 844 621 488 SOA 842 6&7 448 4/A 80 610 492 460 SO 19.5 997 888 SO2 42.0 4a a8 642 448 I= 4&0 Be 441 4a ab 0&1 4W 68.7 ON 484 4W 444 888 WR 4W 88.6 849 80.6 407 868 818 as 4W 824 888 480 4W 218 884 41.7 4W as SW 18.8 4W 241 992 168 4W 4&6 so 4910 448 808 M.1 ffi0 o" = W2 814 847 as w ao 486 9w nae 804 488 ae 48.1= 218 a8 218 ab 178 a6 MA a0 148 889 19.4 9/ "Bb 80.1 a8 80.0 a6 a:1 a9 2&9 of 4L6 as aA 247 18.0 a9 1OA 414 10.7 2a 16.0 240 10.1 28 t6A 4W' "113 V..8 9W 28.8 214 48.1 2W 4&B ae 1119 4W a.9 288 flA 2W te.9 291 188 1W 'N.S 948 tab Inii 9a 418 91 /6W 229 /6A 908 18.1 4118 18,2 401 II A\OSIWCffpPebm I A6WMTM4 WWWOUMM 1 IWWW'- I'I! "°°1 8M0'1840MMOR I vrfoBoMNM ----I OW, USE THE 1) SEM SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 22 FOR WOR MA7ION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LIAR INTEIMATION BETWEEIN MULL LENGTHS A NDACR OPENINe WIDTHS 15ALLOWAUX S) MIR.LION AND MULIJON CLIPS SHOWN ARE NOT To SCALE FOR EXACT Af8, SEE SHEETS 184M. ALL MUL1.10N CLIPS MAY BE FACTORY MACHINED AND CONTAIN MOM HOLES, HOLES MAY BE DIS IN THE FIELD FOLLOWING DIMENSIONS SHOVMONSHEETS 18.20. 4) SUBSTRATES: COMMETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FBAED COTE 8LWK UAIT (dHV) SHALL CONFORM TO ASTM 040. WOW SHALL BE PARE -TREATED YELW1I61BOLrTflEw9i WTTFIAWBtiOF068.AWIAIUriXMSFIALLSE8MT11ANDBEAMA381(I11OF.Ur THICK. 871111E STUDS TO BE A MINIMUM GRADE = AND AW THICK (18 GAUI14 STRUCTURAL 11711111. To BE AT LEAST.12r THICK AND AX ALL AD CHM INTO METAL SHALL EXTEND AT LEAST 8 SCREAM THREADS BEYOND THE MATERIAL Itt MR411ML/97 -ANCHOR CAP.,-, WHEN R' E LOWERTHAN THE M '(ROM THE TABLE) OF THE MU IT WILL YELDA MWIMUM ANCHC ' WHICH MAY BE CM TOQUALO AL ANCHOR OPTIONS PPIOM THE MPACM TAME. i N. 5M5 o .... 11 clFll ''�LCF� 0 ....... AL A LYPB\� P.E. PL P.E.B86708 C re 01 O O V-AgfREffi 1 0 � F AMA CLIP MUST BE USED N PAIRS. PIGURE4. FIGURES: FIGURE& • 1111 * 01 ff i 01 1) SEM SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 22 FOR WOR MA7ION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LIAR INTEIMATION BETWEEIN MULL LENGTHS A NDACR OPENINe WIDTHS 15ALLOWAUX S) MIR.LION AND MULIJON CLIPS SHOWN ARE NOT To SCALE FOR EXACT Af8, SEE SHEETS 184M. ALL MUL1.10N CLIPS MAY BE FACTORY MACHINED AND CONTAIN MOM HOLES, HOLES MAY BE DIS IN THE FIELD FOLLOWING DIMENSIONS SHOVMONSHEETS 18.20. 4) SUBSTRATES: COMMETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FBAED COTE 8LWK UAIT (dHV) SHALL CONFORM TO ASTM 040. WOW SHALL BE PARE -TREATED YELW1I61BOLrTflEw9i WTTFIAWBtiOF068.AWIAIUriXMSFIALLSE8MT11ANDBEAMA381(I11OF.Ur THICK. 871111E STUDS TO BE A MINIMUM GRADE = AND AW THICK (18 GAUI14 STRUCTURAL 11711111. To BE AT LEAST.12r THICK AND AX ALL AD CHM INTO METAL SHALL EXTEND AT LEAST 8 SCREAM THREADS BEYOND THE MATERIAL Itt MR411ML/97 -ANCHOR CAP.,-, WHEN R' E LOWERTHAN THE M '(ROM THE TABLE) OF THE MU IT WILL YELDA MWIMUM ANCHC ' WHICH MAY BE CM TOQUALO AL ANCHOR OPTIONS PPIOM THE MPACM TAME. i N. 5M5 o .... 11 clFll ''�LCF� 0 ....... AL A LYPB\� P.E. PL P.E.B86708 TABLE 8A CLIP, UP im M AN PATTEtOIANDANCHOR WMAsTHE arm17 ' Pa WomocamftTamossih OPOnbrgllldffiive1i t14m4114)07nmaFNIgLIt(lorAaatinitrel�l6) E 1: 0614 014 7114 8081 Uo14 1014 Uob tm14 9014 1tlplftlg i Te6Vtamlp Rae 7RplT 1 > T 1'i3.14I'i B Lm0l9 LoMO Iaed8+0 Laeena taa� tae00i0 tem !®gyp tooev Waft LaAft Lwft two too" JWAhm Tab9Ttei 1fill, ( A A A A 111 If 1 1 111 111 11, 11 11 11 11 11111 11 111111 1 *m 1740 Me I 170 490 mo 740 978A 478 170.0 80 1710 800 1710 002 170.0 010 1780 1118 1740 641 i 170.0 1240 1760 IM 170.0 1480 M91 841 1740 1780 I= 621 M4 1808 IAW 611 406 '1740 700 170.0 1144 1740 Bao '170.0 0t 1740 882 1000 090 17611 1188 im0 081 Inc Intl 170A 877 1740 114 1740 OBD iW7 SW7 1760 800 190;1 18p 171D M 1142 '1877 1760 BBD 0.0014 1710 747 t70A BBs 170.0 898 9710 Im 1710 lore 17ao 01 Imo /711 Imo 70 1760 130 1" 78 t710 1484 !mo 70 141.7 14A6 a" we m.B t4ea ADA Tae leas "MI 1710 7W • 44% 1740 7W 170.0 812 1710 BBB '1740 681 "N 110 170.6 789 1780 1278 170.0 00 188.1 UN 170.0 89 1068 1401 1760 B0 M8 1401 174(1 OB! 1018 1401 PW 881 Wl4 I'm x1,0.11 an 6014 1740 888 1710 701 IM 100 170.0 IN IBM 1180 17810 078 1967 1180 107.0 00 1238 1180 IBA 017 1IU 198 t0.7 910 848 1188 1440 608 763 198 144.8 80 0A 9108 146.0 908 THE FIELDFOLLOWINGUIMENSIMSHOWRONSHMMISM win 1710 880 1440 748 108.6 109 170A 880 AWA I= 1840 80 1168 "a 141.7 801 90a6 " me 011 98.9 11100 1460 a2B 760 "a 1mA m 0.66 900.1 178.9 me w 1048 1188 819 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO ACI 3M SPECIFICATOM HOLLOW ANO GROUGFALED CONCIMUE BL= UNIT (CAU) SHALT. CONFORM TO ASTM C49L WOOD SHALL. BE TREATED 66% 969 966 170.0 780 138.0 056 019 804 119.1 SHB 937 788 "U 980 921A 718 820 880 1129 788 1 W4 085 11!64 75? 89A 008 968 748 I 668 088 o37 70 am 868 837 748 FIGURES: O 7Btn 1438 a0 iscal w AWA 80 114.9 60 912 BOB 101.1 870 868 808 913 an 71.4 tab BDA 019 I 862 M MG 00 0A BW 722 812 14&0 841 068 020 40.1 008 BOX Biz sssggg is to au 781 1141 000 no 721 WA ON 760 741 am am 868 721 7a0 m 80.7 721 70.1 688 068 741 034 Wa 409 721 -524 60 30.9 721 830 001 341 MI 841 888 ��'OidAi 7814 mfg 001 964 500 862 881 864 M 73.2 Blit 78A 678 631 Wt 70A OW 841 04 844 t8m a" Wt 9s9 1181 421 WL 861 081 98.1 884 tI.B 680 81.6 809 718 1780 0014 868 616 WA 450 80 619 WA 448 4f0 614 6" 40 41.1 014 44.9 40 80.0 014 718 441 889 64 WA 421 VA ON 830 412 2U tial 864 400 220.0 514 230 409 BOAR 862 40 SLY 400 452 462 47.0 880 867 � 4M M 839 452 984 990 80.1 40 Me 908 VA 462 00.8 98 328 10A 40 242 914 148 4W 228 6061014 SLI 087 a" 922 31.7 9W 82.7 617 272 8W =A 814 769 3W 2U 301 21.1 3W 227 80 10.9. 8W as 20 189 199 8W 148 2TJ J1A BW %a 40t1114 88.1 801 86A 90 834 380 80.1 801 ?0.0 898 48.1 88848.1 404 19A itl8 260 488 17.6 388 IBA %2&19 04 14.8 fl.0 390 148 478 11.0 .� 130 10 20.7 'ASO IIA NDB 40 179 482 9.! 4R /0..4 2a 109 298 "A 2W 149 248 ALB B.0 488 11.4 488 0A 20 714 482 lid ^� E. -IIF -P;-. �11�iFp4wod' -�tn�- ii ..-•-GYM+i1�ie1MF+4+11Yiwr4�+MFMW�+dl wlf q 4rAYA�r17T NWUSIwmw fov4sYLA! X / ANCHOR CAP.,,- „ANCHOR CAP.- %MULLIONCAP.K- THRFORMLLATOOSTAINTHE ANCHOR 4CITYREQUIRIWCORREOPONDINGTOAN LRAL PRESSURE REOMW436W FOR THE NTNG. WHEN IT IS LOWM THAN THE MU L1ON 0.CTiY (OM THE TABLE) OFTHE SELECTED LBOAI. IT WILL YMM A WMIM ANCHOR WITY WH OH MAY BE USED TO QUALIFY NOTE FOR THE SM CLIP, UP im M AN PATTEtOIANDANCHOR WMAsTHE arm17 ' Pa No E 1: URF? TABLE NOTF� • O 1[770911* • 1111 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USM THE TABLE'S ANDSHM 22 FOR INFORMATION ON LOADING. E SEE SHEETS 24 FOR GENERAL IETALLATION METHODS. tlt1it11 2) LINEAR iNTE RPOLATIINN BETWEEN AOJLL LENGTHS ANDIOR OPENING WIDTHS 0 ALLOWABLE 3.1 F 3) MULLION AND MUWON CUTS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSKM SEE SHEETS 18,20 ��%% ����'' NSF '•`. !' ��i • • • • ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELDFOLLOWINGUIMENSIMSHOWRONSHMMISM It: (tp OB70 ANGLE A MUST BE USED IN FAIRE. 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO ACI 3M SPECIFICATOM HOLLOW ANO GROUGFALED CONCIMUE BL= UNIT (CAU) SHALT. CONFORM TO ASTM C49L WOOD SHALL. BE TREATED FOURE 4: FIGURES: O FIGM E • YELLOW SOUTHERN FINE WITH AN SG OF UL ALUMINUM SHALL BE 0083-78 AND BE A MP=JM OP A21r THIM STEEL STUB TO BE A AAONOM GRAVE 89 AND .OW TH=(18 SM=URAL gym TO BE AT LEAST.126'THICK AND ASO. ALL ANCHORS INTO, METAL B44LLEXTEND ATLEAST 3SCREW THREADS BEYOND rxal2a'X.SIIRIUdON trVF(19JLLpN) ��•'•., a►S•.,;20.... .• �' • ♦ THE ��'OidAi ����••�• A LYNN It�LVR, P.E PLP.E.tT NIAMPO �EB MIAMI DADS COUATTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT,RffRy 11 805 SW 26 SbUA, Roam 208 AFFAIRS (PERA) YMiami, Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION%10T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OAOk IN U AV 3rWW-MiAMW8d4.RVjWd PGT Industries 1070 Technology Drive North Venice, n 34275 U r 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 area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shill 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: Series "SH 600" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact.", dated 09121/05 with revision D dated IO/O7/11, sheets 1 through 14 of 14, prepared by manufacturer, 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: None 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 No 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 dome 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 # 10-1101.03 and consists of this page 1 and evidence pages E-1, &2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1013.13 Expiration Date: January 26, 2016 Approval Date., December 0% 2011 Page 1 'MT Industries NQT1 OF ACCEPTANO EMENCE SUBA+iITTLD A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No 4032-20, Sheets 1 through 14 of 14, titled "Alum. Single Hung Window, Non -Impact", prepared by manufacturer, dated 9/21/05 with revision D dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung wPmtegral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL48869 dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #06-1211.07) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window wtintegral fn (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA#05-092&03) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. F nA655, dated 07/09/05, signed and sled by Eduardo Largaespada, P.E. (Submitted under previous NOA#05-092& 03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FT1,4658, dated 07/15/05, signed and sealed by Eduardo Largw pada, P.E. (Submitted ander previous NOA#03-092&03) n elr P.E. ��PrndnctMContrrwf'_iner NOA No. 11-1013.13 Expiration Date: January 26, 2016 E-1 Approval Date: December 09, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. F"TIA657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Subs iNed under previous NOA #05-0105.01) 6. Test reports on: l) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. F TL -4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (SubmMed under previous NOA #05-010101) 7. 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 Tent, per FBC, TAS 202-94 4) Forced. Entry Test, per FBC 303.2 (b) and TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung window (1/8"'ann. IG), prepared. by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0X05.01) 8. 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) Waxer Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" am. & 3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0105.01) s C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulato ffaurs (PERA). Mann P.E. Product Con 1 xaminer NOA No. 11-1013.13 Expiration Date: January 2(h2016 Approval Date., December 09, 2011 E-2 'PGT Industries NOTICE OF ACCEPT ME: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement lever of conformgnee to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. G. OTHER 1. Notice of Acceptance No. 10-1101.03, issued to -POT industries for their Series "SH - 600" Aluminum Single Hung Window — N.I.", approved on 01/27/11 and expiring on 01/26116. Man uil PerA 4L Product Control Eiaju&er NOA No. 11-1013.13 Explratlon Date: January 26, 2016 Approval Date: December 08, 2011 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) » A. 3MW ANNEALED GLASS B. 3WTEMPERED GLASS a lw ANNEALED GLASS 0, IW TEMPERED GLASS E.13fW 1.(3.,1/8" ANNEALED OUTBOARD, AIR SPACE, Utp ANNEALED INBOARD • NOA DRAWING MAP F.13/18' I.G.,118" TEMPERED OUTBOARD, AIR SPACE, I18" TEMPERED INBOARD SHEET G. 13H8° I.Ci . 3116PANNEALED OUTBOARD. AIR SPACE, 3118°ANNEAL ED INBOARDGENERAL NOTOB.._...«....1OARD GLAZING DETAILS-"..— 2 73-5 H.1IV18 1.G., 9140° TEMPERED OUTBOARD. AIR SPACE.9/18°TEMPERED IN TEMPERED PRESSURES....... BLEVATIONB_......�........» 8 ». 1. 19H8" LO , 3118' ANNEALED OUTBOARD, AIR SPACE,1l8"At<RVEALED INBOARD VERT'. SECTIONS........ HOR17.8EOTTOM......._- 7 L18T„».... ... J 113M6'I.G , 3118" TEMPERED OUTBOARD, AIR SPACE, iB°TEIuOPEREOOBPARTS 8D CORNER DETAL......„...,.. 8 EXTRUSIONS .„ ..._ _ 2 CONFIGURATIONS. 9W(111. VIEW AND RADIUS TOP, ALL Wt LOW OR HIGH BILL OPTION) 8.9ANMKK40E..........»...-10 44 3. DESIGN PRESSURES: SEE TABLES I THROUGH 3. SHEETS 3 THROUGH 8. A. NEGATIVE DESKGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESA87M E 1300- S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13W -M Q DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MW&QADE CDUNTY, 4.ANCHORAGE!*THE331A%STAESSINCREASE HASNOT BEEN USED IN THE DWIGN OF THIS PROIX)CT. SEE SHEET810 THROUGH 14 FOR ANCHORAGE DETALS. 8. MIAMI -DADS COUNTY APPROVED SHUTTERS ARE REOUIRED IN MIAMI -DALE AND W MM IMPACT RESISTANCE 0 REWRED, I 8. FRAME AND PANEL COMM SEALED WITH NARROW JOINT SEALANT OR GASIOr I 7. REFS: TEST REPORTS M44ft% PTL -4854, FTL-40 PTL , FTL-4857, F nAft , FTL AND FTL-A> W ANW&PA Nt 1 FOR WOOD CONSTRUCTION ADM 40W ALUMINUM AGN MANUAL PROMICTRNvow 8 SERIES EL DESIGNATION SHIM ALSO REFERRED TO ASSH701. ss=nvlyf*wA dmvtwde Hn wvcodo 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REWIREMENTS OF THE FLOIWA BUILDING CODE, INCLUDING THE HIGH VELOCITY � HURRICANE ZONE{HVH4 LYNN k i No. 5870514 J FJG > 8 9Q00 N97Fl�A�Vf �8 PA, FJG 7!Q/DS J.J. t R s ae WW* s 1dt 0 Mrs 1 1 14 �40�� G A. FL P.E 8 P.E. 80 OR 81 H —•-4 �—WrANNEALEDORTIWPEREDGLASS 311W MONOUTHIC OLMS 1 OR 47 88 THRU 91 ANWEALED OR TEMPERED GLASS 1/4° MOMOUTHIC GLASS 1W ROM. GLASSSITE ED ua° OR 3/1e°ANNEALED OR TEMPERED GLASS AVWPACE v8° OR 3 M ANNEALED OR TEMPERED GLASS stt 13h8" IId% T® GLASS M=V94471 1f� JAI 01;iiWjir(tb•4`IIJOir1471:f/tM i�19'e!<:TC�1 dt PRODUCPRBVMM a�9fboPlar�s A-WWw No 1. ''ter Ac : tia 53106 tit A. LTFUq P E FL P.El�7l� ® - MEETING RAO. w LOW SILL OPTION: wIN WITH THE LOW SLL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOwERAS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. awwft ODIILI 10eaph e noocexe / IOt3• tont ��� ,as( {3�NNN 4k {t; No. 58708 OCT t81GN P�i!ESSURES 1/1 WINDOWS JJ % ITAt 9tk07N1 D NDTJEi mmmv9�07Et061fI �i� .!RO; •' Gi�;`� Fx artsm> a ata�7�aoa acre Tyne Naatmta�$.: '"° r �'S ONAL �'•�• gx tis a 4a c, 7nW7ty tots as ,� ALIt0. SWULEHLIJVG WAVOW N IA9PACT ''F'l • ammwx am FA p= t N18 3 a 14 w° 4�� 0 a LVM6N�, P.E FL PAS6FM DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM.(INTEGRAL FIM WINDOWS W/BANE DLO ARE I" SMALLER) TABLE 1. 1H FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH BR,L OPTION yygmpw wINDOw HEitBHT wBiTH OLJ138 TYPE 28" 38 �' 44" � 8I6" 83" 72" 74" T8" AC,E,I +80.0 -4200 +80.0 -120.0 +80.0 -7200 +80.0 -1200 +80.0 •94.8 +78.6 78.5 +78.7 76.7 +73A 79.So SH 0 18118" G +�.0 -120.0 +800 -120.0 +80.0 -'120.0 +80.0 1204 +8Q•0 -120.0 +80.0 -114.2 x80.0 -110.1 +80,0 -1Q8.2 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -920.0 +800 1200 +80.0 -120.0 +80.0 -1200 +80,0 -120.0 +80,0 979.5 A,C,E,1 +80.0 -920.0 +80.0 1200 +80.0 -128.0 +80.0 -120.0 +800 414.9 +88,9 �.9 +�,2 .$g.2 +83,8 .88.8 24" G +80.0 -120.0 +�.0 -1200 +80.0 -120.0 +80.0 -120.0 180,0 -1200 +800 -1�.3 +80.0 -98.3 t80.0 -92.$ B,D,F,H,J +800 -1200 +�.0 -120.0 180,0 -120.0 +800 -920.0 +BdA 120.0 +800 -192.8 +80.0 -108.3 +80,0 -104.1 AC,E,I +�,0 -9200 +80,0 -1200 +�,0 12d.0 +B00 -9200 +80.0 500 +82.0 52.0 +69.1 �.1 t�,4 -85.4 32" G 180.0 -1200 +800 420.0 +�.0 120.0 +80.0 -020.0 +80.0 118.4 +800 -�.3 +80.0 58.0 +80.0 SQ.O B,D,F,H,J +80A 1200 +�.0 -920d +80.0 -120.0 +800 9200 +800 -1200 +800 -101.5 +800 •$8.7 +80.0 �.3 A +p,0 -120.0 +80,0 -9200 +80.0 -720.0 +80.0 -105.0 +800 500 +81.3 59.3 +69.0 -l�.Q +88.0 -85.0 $� B,D,F,H,J +80.0 -1200 180.0 -120.0 +800 -1200 1800 9200 +80.0 -720.0 +80.0 -1003 +101.0 54.9 +800 -�.i G +80.0 -9200 +80,0 -120.0 +80.0 -120.0 +80.0 -1200 +800 -116.4 +500 -88.1 1800 -84.4 +BD.Q -�.9 C.E. I +800 -120.0 +80.0 -1200 180.0 -120.0 +�0 -116.0 +800 500 +$1.3 .81.3 +l�,0 •�.0 +88.0 -�.0 A +80.0 -920.Q 180:0 -1200 1$0.0 -111.8 180.0 -91.$ +80.d 500 +81.3 81.3 +l�,0 58.0 +88.0 -BB.O �„ B,D,F,H,J +8p.0 -1200 +lD.O -920.0 +88.0 -920.0 +80.Q -120.0 +p,0 1200 +80d -900.3 +80,0 434.9 +80.0 �0 G +8p.0 120.0 +80.0 1200 +gp,0 -920.0 +80.0 120.0 +800 118.4 +800 59.1 +80,0 54.4 +80.0 -80.0 C,E, I +80.0 -1200 +80.0 113.0 +80,0 -107.0 +80.0 -103.0 +80,0 500 +81.3 •81.3 +88.0 -88.0 +55.0 -68.0 A +80.0 420.0 +80.0 -908.0 +s�,0 -�.8 +80,0 55.8 +7g4 78.4 +89.3 •81.3 +J�.O -68.0 +55.0 SG.O 44" B,D,F,H,J 180.0 120.0 +80.0 -7�.0 +80.0 120.0 +80.0 -1200 +80,0 -920.0 +80,0 -1009 +80.0 54.9 +80.0 500 G +80,0 -120.0 +80.0 -120.0 +80.0 -1200 +80,0 -1200 t�.0 -118.4 +80.0 .88.9 +80.0 •84.4 t80.0 -B0.0 C,E, I +�,0 -'320.0 180.0 904.0 1800 -83.8 180.0 59.9 +80.0 •�,0 +81.3 •81,3 +88,0 5$,0 +65,0 ,88.0 A +80.0 -120.0 +8D.0 58.8 +80.0 -67.8 +78.d -7$.0 +�.3 58.3 +81.3 •81.3 +58.0 �.0 +s�.0 �Sb.O �„ B,D,F,H,J +80,0 120.0 +80,0 120.0 +80,0 1200 +8d.0 -1200 +800 114.9 t80.0 4�.3 +80.0 54.9 180.0 �,0 O +�,0 -120.0 t�,0 .120.0 180,0 -1200 +>�,p -1l6.0 +800 102.9 +80.0 -88.1 +800 -84.4 +80,0 -800 C,E,1 +80.0 120.0 +80.0 •94.8 F+60.O 3.7 +78.7 79.7 +70.2 70,2 +81.3 59.3 +68.0 .58,0 +SS.O -6b.0 A +p,0 -717.7 t>�,p -85.4 7.0 +�.$ -�.8 +88.b -89.5 +55.4 58.4 +88.7 55.7 +88,0 55.0 831/8' B,D,F,H,J +80.0 -120.0 180.0 4200 200 +80.0-113.8 +800 �•1+800 52.3 +80.0 5'1.9 +80.0 �.0 G +80.0 -120.0 t�.0 9�.0 91.9 +8d,0 -1013 +800 58! +80.0 52.0 +80.0 51.0 +80,0 500 C,E, J +80.0-197.7 +80A -86.4 3.9 rt6f,8 -89.8 +808 50.8 +ggq 58.4 +65.7 5$,7 185,0 •88.0 (B.A88 T1A�E,4: 3M8° ANNEALED E.13V16 1.0,.,1/8° ANNEALED, A8? BPACE,1/8° ANNEALED L 4319$" LQ, 3118" ANNEALED, AIR SPACE, 1/8" ANNEALED 18*3/98" TEMPERED F. 93118" LG„ 1/8"'IEMgPERED, AIR SPACE, 1!8" TEAAPERED J. 13198` LG., 9M8' TEMPERED, All SPACE, 1/B" TEMPERED C. 9/4° ANNEALED G.13118° LG., 9/18° ANNEALED, AIR SPACE, 3ht8' ANNEALED Q 994" TEMPERED H. 13118' LG., 3f18°TEMPERED, AIR SPACE, 3N8' TEMPERED AAEE7'OHO RAO.. °X' W 1+ TABLE 2. DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DWL.(INTEGRAL FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) STANDARD VIEW FLANGE, lNTEGRAI. FW AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/HIGH SILL OPTION Wife WINDOW HEItiHT VOIDTFI GLASS TYPE 28 314" 38 318" 44" N! 8t8" 83" TF' T4" 78" 181!8" A,C,E,O,I +80.0 -020.0 +�,0 -120.0 +�.0 124.0 +800 -9240 +8Q,4 -�.4 +61.3 X1.3 +48.8 -08.3 +47.8 •47.b B, D, F, H, J +80.0 -1240 +80.0 -920.0 +80.0 -120.0 +80.0 -9itbA +�.0 -920.0 +800 -1021.7 +80.0 4�.8 +80,0 -84.8 24" A,C,E,f3,l +840 1�.0 +8Q,0 110.0 +80.0 -120.0 +�,0 -120.0 +80.0 -84.8 +48.4 -48.4 +44.4 -44.4 +42.8 -42. 6 LOW SILL OPTION: WINDC" WH THE LOW SILL OPTION ARE LIMITED TOA POSITIVE DEAN PRESSlRE OF+".0 P$F OR LOWERAS SHOWN IN THE TABLE NEGATIVE DESIGN PRESSURES ARE UNEFFECTED, PRODucrRuMm FlcdGe Ls Utitt ? tk : Na 58708 VWA 1E d`t0R10I`.� •: ����` �'i s . �vNAL ,,•• "'" A LYNN% ILL ,PE D FL P.E II<am B. D. F, H, d +80.0 -120.0 +80.0 120.0 +ALO -4240 +800 124.0 +8Q.0 -t20.0 +80.A -82.8 +840 -�.8 +80.0 58.4 �„ a,c,E,a,l +�.o -9�.0 +�.0 1�.0 +sao -92ao +�,0 1�.0 +60.0 -eo.o +4a.6 X14.6 +42.2 -a2.2 +40.0 �o.o B. D, F. H, J +80.0 -920.0 +84.0 -1200 +840 -124.0 +800 -120,0 +80.0 -920.0 +80.0 -88.1 +80.0 -84.4 +80,0 4j00 A +80.0 =124.0 +800 118.0 +800 41+4.8 +800 41:1.0 +80.0 -8Q.4 +44.8 114.8 +42.2 -422 +40A -40.0 � B, D, F, H, J +80.0 12x.0 +80.0 -120.0 +80.0 -920.0 +80.Q -120.0 +80.0 -924.0 +80.0 -�.9 +80.0 -84.4 +800 •80.0 C,C3 +8D.0 -1240 +80.0 120.0 +80.0 -1200 +80.0 -198.8 +80.0 -50.0 +44.6 X4.8 +422 •42.2 +440 X40.0 E, I +840 -1240 +800 419.0 +80.0 -114.0 +�.0 -107.0 +80.0 -l�.0 +44.8 •44.8 +42.2 -42.2 +40.0 •4D.0 A +�.0 1200 +>�,Q 108.0 +80.0 410.4 +800 -�:8 +78.3 78.3 +44.8 -44.8 +422 •42.2 140.0 -40.0 � B, Q F, H, J +840 -920.4 +80.0 120.0 t800 -1N,1.0 +�.0 -9�.0 +p,0 -1�.0 +�.0 •88.9 +800 414.4 +8p.0 -80.0 C,O +�.0 124.0 +80,0 1240 +�.0 199.2 +80.0 -101.8 +84,0 4�.0 *44.8 -44.8 +42.2 -42.2 +40.0 -40.0 E, I +80 0 -12x.0 +800 -107.0 +80A -944.0 +84.0 +840 -�.0 +44.8 -44.6 *42.2 -42.2 +�.4 •40.0 A t84.Q -1244 +B0.0 -82.7 +800 -84.8 +80.0 -82.7 +70.4 791.4 +44.8 •44.8 +422 -42.2 +400 -40.0 � B, b, F. H, J +80.0 120.0 +80.0 -1244 +80.0 -'120.0 +8p.0 -1�.0 +�.0 -9�.0 +800 -M.9 +800 -84.4 +800 -80.0 c,ts +eo.o 1240 +Sao -1o7a *�.o -87.6 +SD.a 4�.b +�.o -eoo +44.8 �1a.8 +42.a -�.a +440 •40.0 E. I +800 120.D • +80.0 •83.2 +80.0 411.8 +�,0 401.5 +78.3 -78.3 +44.8 -44.8 +42.2 -42.2 +40.4 •40A A +80.0 -117.0 +84.0 -88a +78.7 7'8.7 +74.8 74.8 +83.0 -83.0 +q4,8 -44.8 +42,2 •4;2.2 +40.0 -40.0 48' B, Q F. H, J +80.0 -120.0 +840 -920.0 +L�.A -1240 +80.0 -9240 +80.0 -114.7 +80.0 -88.1 +80.0 -84.4 +80.0 -80.0 C,t3 +80.0 117A +80.0 4�,0 t80.0 -87.0 +78,3 78.3 +70.f 70,1 +44.8 -04.8 +422 -42,2 +40.0 -40.0 .0 -4tL0 E, I +80.0 113.0 +80.0 -824 +80.0 411.3 +78.3 79.3 +701 -701 +44.6 x14.8 +42.2 -42.2 +40lh&g A +80,0 -103:8 +800 •84A +88a 418a +88.3 436.9 +b6.7 4�.7 *41.0 141.0 +40.8 •40.8 +40.0 -40.0 83118" B, D, F, H. J +80.0 -9244 +84.0 -120.0 +80.0 -9200 +gp,0 -113a +80.0 8 +800 X1.8 +80.0 •�.8 +80.0 •8RD G,Ci +800 103.8 +84A 434.8 +78.3 78.3 +Q8.2 4�a +80,4 .80,4 +41.0 -41.0 +40.8 -90.8 M0.0 -40.0 E, I +800 -103.8 +i2b 72b +70.8 70.8 +tea 4�.2 +�.4 •JL4 +41.0 x41.0 +40.6 •�.b +40.0 •4Q.0 �,0$B'1'YPF�S: A. 3198° ANNEALED 4.13148" Lt3.,118u ANNEALED, AR SPACE, 9B" ANNEALED L 13/18' L©., X18"ANNEALED, AR SPACE,1/8" ANNEALED .3118" TEMPERED F. 93118" L0.,1l8° TEMPERED, AOi BPACE,1t8" TEMPERED J. 93198° LQ, 8!'18" TEMPERED, AIR SPACE, 9/8" TEMPERED C. 1!4" ANNEALED O. 13118" I.Q. 31iS" ANNEALED, AR SPACE, 3/16" ANNEALED• D. 1/41 TEMPERED JJ 9Q ! D l01CNM0ETmsam Tt 979mom aim hOO ,F18CUM pQ Re�sa7e DlE^M � s STANDARD VIEW'•• FX E'um 0 Nocm% wTT�88f T �' ALU PA S1NGL EHUNG I+WNDOW AA?IW/MPACT Pit obol'" Aoemmmim w FJL 7!445 Ju t Tib>I x NTS 4 s M 4 AAEE7'OHO RAO.. °X' H. 13/18" LO., 3U18" TEMPERED, AIR SPACE, 3/98" TEMPERED AAEE7'OHO RAO.. °X' DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DtM. (INTEGRAL FIN WINDOWS W/SAME DLO ARE I" SMALLER) TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) s �» WINDOW WINDOW HEIGHT A11NU3 SASH HEIGH7 [78" MAX. HT, FLANGED AND 7b" MAX. HT. INTEGRAL FIN) WIT. »O» MINUS WIDTH GLASS TYPE 17 118 22 14118 28 3118 a3 314 38 8/18 44 19/78 80318 5816/16 W SASH HT. MEETING RAIL A,C,E,I +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +80.0 -120.Q +80,0 -118.0 +80.0 -100.2 +80.0 -87.1 +70.B -7Q.8 191/8 8, D, F, H, J +80.0 -120,0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 *80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 G t80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +84,0 -120.0 +80.0 -120.0 +80.0 -12Q.0 +80,0 -120.0 +80.0 -115.1 » 3 A,C,E,1 +80,0 -120.0 +80.0 -120.0 +80.0 -920.0 +80.0 -120.0 +80.0 -103.0 +B0.0 -88.2 t74.1 -74.1 +59.5 -88.5 NOTES: 1, WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES 24 B. D. F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +80.0 -118.7 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.D -120.0 +80.0 -98.8 A,C,E,! +80,0 -711.0 +80.0 -120.0 +80.0 -117.0 +80.0 -94.2 +B0.0 -85.7 +74.3 74.3 +82.8 -82.8 149.1 •49.1 a2 B, D, F, H, J +80.0 -111.0 +80.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.4 +80.0 -120.0 +80.0 -113.5 +80.0 -97.9 G +80.0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80:0 -101.8 +79.7 -79.7 ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 60' MIN. TO 38" MAX. 3.78" MAX. FLANGE WINDOW HT. A,C,E,t +80.0 -98.Q +80.0 -119.0 +80.0 -9t.9 +80.0 -�.1 +80.0 -BO.S +70.9 -70.9 +58,8 58.8 +45.2 -45.2 37 B, D. F, H, J +80,0 -9B4O +80,0 -120.0 +80,0 -120.0 +84,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -105.8 +80.0 -9D.3 G +80,0 -98.0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.3 +80.0 -95.5 +73.5 73.5 75" MAX. FW WINDOW HT. rRODUC EVISW Hoii� with Aro Fkwmn A +8d.0 •920 +80,0 -108.0 +80.0 -87.4 +80,0 -81.5 +70.8 -70.B +88.0 •89A +b7.3 57.3 +43.8 -49.8 40 B, D, F, H, J +80.0 X2.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -720.0 +80.0 -102,7 +80.0 -87.0 C,E,I +80.0 4120 +BD.O -108.D +80.0 -103,0 +80,0 -92.8 +70.6 -70.8 +89.9 89.9 tb7.3 57.3 +43.8 -43.8 G +80.0 -92.0 +80.0 -120.0 +80.0 -120.0 +80,0 -118.8 +80,0 -115.0 +80.0 -113.7 +80.0 -93.2 +70.8 -70.8 A,C,E,I +80.0 -85.0 t80.0 -9'1.3 +80.0 -81.3 w75.1 -78.1 w69.6 -59.5 +58.4 -88.4 +88.2 -58.2 +41.9 -41.8 44 B, D. F. H. J +80.0 -85.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -117.9 +80.0 -118,8 +80,0 -99.8 +80.0 -83.7 C,E,i +Sp,O -85.0 +BQ.O -83.1 +80.0 -91.D +80.0 -85.1 +59,5 59,5 +58.4 58.4 +58.2 -58.2 +41.8 -41.9 G +80.0 -85.0 +80.0 -120.0 +80.0 -108.8 +80.0 -101,4 +80.0 -�.7 +80,0 -94.6 +80.0 -91.3 +88.1 -88.1 A +80,0 -111.9 +80,0 -88.8 +73.3 -73.3 +87.2 -87.2 +51.4 51.4 +49.8 -49.8 +49.0 -49.0 +40.8 -40.8 � B. D, F, H, J +80.0 •120.0 +80,0 -120.0: +80.0 -120.0 +80.0 -120,D +80,0 -101.2 +80.0 -98.4 +80,0 -98.0 +80.0 -87.5 C,E,1 +80,0 -109.0 +80,0 -8"1.2 +80.0 -8'1.2 w75.0 76.0 +51.4 51.4 +49.8 •49.8 +4Q,0 -49.0 +40.8 -40.8 G +B0.0 -120.0 +BO.D -110.2 +80.0 -98.9 +80.0 -88.8 +80.0 -83.5 +8d.0 -80.8 +78.8 -79.8 +88.9 •88.3 acaep o- n Daft- % By Minwi tllllt A +80,0 -99,0 +80.0 -Bt.B +84.4 -84.4 +58,9 -68.9 +48.7 -43.7 +41.8 -41.8 +40,4 -40.4 +40,0 -40.0 sa vB B, O, F, H, J +80.0 -120.0 +50.0 -120.0 +80.d -114.8 +80.D -103,5 +80.0 -05.8 +80,0 -81.9 +80.0 -80.2 +80.0 -80.0 C,E,I +80.0 -98.0 t72.3 -72.9 +70.8 -70.8 +84.5 •84.5 +43,7 -43.7 +41.8 -41.8 +40.4 -40.4 O +80A -117.0 +80.0 +78.3 78.3 +71.0 71.0 +87.8 •87.8 +86.7+86.0 -85.0 GLASS TYPF$: A. W16"ANNEALED E. 13/78" I.G., i/8" ANNEALED, AIR SPACE, 118" ANNEALED L 73!18" I.G., 3118" ANNEALED, AIR SPACE, 1/8" ANNEALED `���� V 4iNN Vu[ * '; B. 3/18" TEMPERED F. 13/18" I.G., 118" TEMPERED, AIRSPACE, 1/8" TEMPERED J. 13118" LG., 3118" TEMPERED, AIR SPACE, 118" TEMPERED :* NQE56£06 C. 114"ANNEALED �'�1 OF 2 Mrnbr e.mt ,tit Awwfl v NOCA4NGerl� r lm 7EGiNOLOOY CItNE R ra c+sm Nop40AWFl.a12ra DESIGN PRESSURE$ CUSTOMI . HT, -a SipS HT. %'O,t; .,,...... P'� Fl.OR : ae A. LYhSf<I�I�AI P.E. _ 7 SHEET _ ALUM, SINGLE HUNG W/NDOW, NONdMPACT A..Sw aft Fac frFic s NOOwWOE TM own Vlsl*a3mtAer swwwne wUn sere u..roha FX 7/4w JJ 8/17Po6 8M000 NTS 5 x 14 4032,20 U FL P.E.# 58705 D. 1)4" TEMPERED G. 13118" LG., 3118" ANNEALED, ASR SPACE, 3118" ANNEALED H. 13118" I.G., 3/18" TEMPERED, AIR SPACE, 3116" TEMPERED 531!0" MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 5218" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 49 518" MAXr—/ FIXED D "' 7W AX. t SEE DLO I.F. A TABLE D —1 HEI SEE DLO MAX. TA� O 7 iEE�DLO 38 7/10" TAME X j SAH SE ( L HEI rl T 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 s 0 00 X 75" MAX. A I.F. HEt WT Pr ®MAX. FLANGED HEI T NO E4 DETAIL 8 VIEW (STANDARD SASH) 17S' AX. I.F. E -� HEI HT 70" FLANGED HEI HT 20" SASH HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1, SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. S. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORAMTIM 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON, A THREE OVER TWO FORMAT. DETAIL C VERTICAL6�T OPENING DETAIL FIXED UTE LOW SILL 75" A 341/2" 343116" I.F. 41 518" 41 114" c HEP iIHT 4Q 718" D 52 518" 5211/18" E SEE DLO TABLE 0 52 5/16" 70"1 FLANGED SASH DETAIL H T A . 341/2" 34 3116" B 27 7/18" 271/8" 20" 27 7/16" 271!8" D SASH 15 3/4" SEE DLO TABLE X 16 318" HEIGHT TAB 4. 17S' AX. I.F. E -� HEI HT 70" FLANGED HEI HT 20" SASH HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1, SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. S. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORAMTIM 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON, A THREE OVER TWO FORMAT. DETAIL C VERTICAL6�T OPENING DETAIL FIXED UTE LOW SILL HIGH SILL A 341/2" 343116" B 41 518" 41 114" c 41 114" 4Q 718" D 52 518" 5211/18" E 52 114" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A . 341/2" 34 3116" B 27 7/18" 271/8" c 27 7/16" 271!8" D Ti 318" 15 3/4" E 16 318" 15 3/4" TAB 4. !O TEOMMOGY DRWE �-a VnraveVaa Nww'% FL som YM P.O.e�CS6P9 �•.F—�Zl 4. SINGLE HUN«; W1. .=9 Fl.s4s74 1�IS & Better NTSB s 14 75" MAX. I.F. HE 70" MAX. FLANGED HEI HT SEE NO E4 PRODUCT REVISED ea mmFiyi�y wish �m Aiorida A2 * 58 rob A 'e ie f1 . �� %��'. S1ATE 2 . FLOA1 �`� N4NlMPACT ",SIONP�,r '"" A. LYI�IbIhNI)i, P.E. 4032-20 D FL P.E.# Wm' F7 MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT 2.784"--1 ISJiI INSIDE NOTE. MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. )= - MAX. VENT DAYLIGHT OPENING :�,L 5 10 f IT i. i �u � -r: ■ '� tri■ Q/ (LOW SILL) SEE NOTE ABOVE 12 ULTRAUFT ONLY .=P.O. �(.tl� .I%.E02. (HK#I SILL) 54 nULTRALIFT 12 DNLY 1 - -2.710'--�{ SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSIOI aMmmm Half 7 d 14 4091,20 BALANCE PARTS USED ON SASHS >40 LES 14 &16 REVISED I with the P,orlds 41 it cto. *gas w ��'�SSIONI*4 A. LYtl4GflttE P E. FL P.E.# 68706 REM DWQ# I DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PA01626 6 4004 FLANGE FRAME JAMB 612227 7 4026 SASH STOP (ALUMA-TIL 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 CALDVIELL ALUWTILT BALANCE, 5A- B. GLASS, 3M8" TEMPERED 10 1080 BAL. OVER, RIGID VINYL, 518" S8ALCVR916 11 SOX . 760 PH. PN. SMS 7034AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 5/8" BAL. 42504 14 4029-1 CALDWELL ULTRA LIFTBALANCE,.670" G. GLASS, 13/1WIG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 76XIFPAX 16 1080-1 .670 ULTRA -LIFT BALANCE COVER 6BALCVR670 17 4053 SASH STOP (ULTRA -LI 64063 18 4029-1 SASH BRACKET 7ULBRKT 19 #8.32 X 1/2" LG. PH. FH, TYPE F S. STL 7832X12FPFX 20 1086 SASH TOP GUIDE, I IMS" BAL. 42505R & L 21 4054C FOIED MEETING RAIL 64054C 23 40MC SASH TOP RML 64006 26 1235 WSTP.,.170 X 270 BACK, FIN SEAL 8781 OG 26 1096 SVVEEP LATCH 71096 27 1016 #8 X A25 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOWSILL) 612230 30 1226 VVSTP., BULB VINYL 6TP249 31 4008' SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 39 4014B GLAZING BEAD, 3116 & 114. VWO GK. 64014 40 4046A GLAZING BEAD, 3M6 & 1/4. VW GRILL KR 644842 46 4067 GLAZING BEAD,13M8" LG. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 40746 FRAME, I.F. JAMB 64074 62 4009 SILL LATCH (EGRESS) (LOVVSI L) 764008 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH GRE68) (HIGH SILL) 62746- 55 1014 SCREEN FRAME (HOR. & VER,) 61014 56 1630 SCREEN CORNER KEYVWRINGS 71630 67 1631 SCREEN CORNERKEYVMITRINGS 71631 58 1073 ISCREEN SPRING 7CASP 69 1624 SCREEN SPLINE -.135 DIA FOAM 61624K 60 1635 SCREEN SPLINE -.136 DIA HARD 61636K 81 SCREEN CLOTH 81818 63 505 GLAZING CHANNEL (.688 X.500) 8533402 ITEM DWG,# DESCRIPTION `PGT# 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 85 FOAM TAPE 1/4 X 1C2 - FOR 3/18 81412K 66 1208 FOAM TAPE 1/8 X 1/2 - FOR 1/4 61308K 68 4061A SASH BOTTOM RAIL (HIGH SILL) 64051 69 5060A FLANGE FRAME SILL (HIGH SILL) 64060 70 ISILICONE, DOW 899, 995 OR EQUIV, 80 A GLASS, 3116" ANNEALED 81 B. GLASS, 3M8" TEMPERED 82 C. GLASS, 1/4" ANNEALED 83 D. GLASS, 114" TEMPERED 86, 1 E. GLASS, 13/16" IG; 1/8"ANNEALED, AIR SPACE, 1/81 ANNEALED 87 F. GLASS, 13/16" IG;1/8"TEMPERED, AIRSPACE, 1/8"TEMPERED 88 G. GLASS, 13/1WIG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED 89 H. GLASS, 13/16" IG; 3/16" TEMPERED, AIRSPACE, 3/16"TEMPERED 90 1. GLASS,13/16" IG; 3M 6" ANNEALED, AIRSPACE, 1/8" ANNEALED 91 J. GLASS, 13/16" Ki; 3M 6" TEMPERED, AIR SPACE, 1/81' TEMPERED .784 11 so .0 47 FRAME, I.F. HEAD #4071A,6083 -T6 48 FRAME, I.F. LOW SILL 94072A, 6063 -TO 49 FRAME, I.F. HIGH SILL 50 FRAME, I.F. JAMB #4073/0. 6WSmT6 #40748, W63 -T8 ALUM. SINGLE HUNG W/NDOW NON -11 81roC0 NTS I 8 + 14 4032,20 PIMSED g wM dw Florida ( LYNN Mll/ 4i 68705 41 tp j.III W ALYNNMkktFi P.E. ) -----2.784 1.� .082 FLANGE FRAME HEAD J #4002A, 60046 FLANGE FRAME JAMB J #4004, 60WTS (USED AS RADIUS TOP HEAD) --►j 1.341 jam• .082.16 4q 5 21 FIXED MEETING RAIL MWAC, 8083HD•T6 q& .062- 2 830 822.830 I— --2.784 f1F FRAME J SEALANT ALONG ENTIRE JOINT I.F. FRAME ( p FLANGE FRAME SILL (LOWI WELD f 0400W63-TO6 ALONG SCREW SEALANT OR GASKET BOSS (2) 738 AT HEAD AND SILL —' 21.4 .040 I•--•1.as1--�T VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) SASH STOP17 SASH STOP COVER FRAME CORNER CONSTRUCTION / #4025, 6063•T5 #4053, 600,9-T5 1----2279 T �7 .082 1.� .082 31 SASH SIDE RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) 1 0 57 #4005' 6063-T5 #4006C,8063HS-T6 #4007,8083-T5 1 •---2.784---) 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 68 SASH BOTTOM RAIL (HIGH) #4051A,6063 -T5 OWE P.Q 8�fL(1sm HOICDMIIB. 34274 i— .666 PRODUCT' RMSW asaYi"l with rha Flom 0 0, idiog Coda 39 Aoo� No GLAZING BEAD 3/16" OR 114" .653 050 #40148,6063-T6BY T' 11.097 Mini da Pmdod I i.o67 46 GLAZING BEAD 13/16" IG #4067, 80WT6 r r r r MFR.,, O GLAZING BEAD 3116" OR 1/4° #4046A,6063 -T5 (USED W/ GRILL KIT) EXTRus�oNs%�'o si�P,. c§�: �. FTCM-71-1— ALUM. SINGLE HUNG WINDOW NON -IMPACT i jsS1ONA4`�� y�� gam A. LYNNM F� P.E. 81idQD A. 9 r 14 4p922Q O FL P.E.# 58705 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLES. WINDOW HEIGHT SUBSTRATE: 28.803 34.603 40.803 4e.803 .52,803 sa.emw 64.6W 76.000 ANCHORTYPE: WINDOW GLASS N 2 -8 ej 21 HEAD JAMB ABOVE 2 3 zo 1 2 -8a 0 0 z H)III RAIL C42-oci z () z NO 0 - Z V) 0 Cr 0- z oi- 0 0 mo Il- K� Il - 8 8 0 8- 8 §1 § WIDTH TYPE BD,F.G I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 KJ ifi 2ii �21!i 2 '2� 2 63 i1i iij 2 � I i1i 2 M2 I I �12 I i 31 I 211zi ij-4 ir� AC,Ej TlYiFiTlilili 1 22l2-212212'- 21222t32l-2 2l22l2 2 I i if i 1412 2]-i 1-2 12 i f 8,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 -2T2 1 1 1 1 1 24,000 KJ 2 3 3 F4 iFi 14 2 2 3 3 3 4'iP' AC,E,I 1 -2-T-2 1 '-2- 'i 1 1 -i' -i I ---. I 1 -�Ii -27T 1 - -zi -i 'i �i Fi"T[012 �2L2 2 iFi ilik 2 i 251 T 2F2 2 21- 3 il-2 213 PSF 119 119 B.D.F,G, 2 1 2 2 2 1 2 2 1 2 1,11�-1 2 2 2 1 2 2 1 2 2 1 2 32.000 Kj _11 ri il'i. 222'222232223232323342333352334343334343334453344 2 2 2 F -i�21 il-i -2 i 3 �L 314, 3 3 3 3 1 1 "1 3 5 3 -2 2 3 i F4 4 �31��L3 4 314 31i 3 4 �LB 1734ji AC,E,I I I I 1 I 1 IT 1-2d3 1 1 1 1 -2TKif 1 1 1 -ifiliTil-il'211 --1- 1 1 1 . -3[j 2TRi F2 iT-2 ja :2Li iLi jj� JT4 j i i T2 M3 312 L2L3 2L2 PSF 103 117 119 B D,FG, 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 1 2 2 1 1 2 37.000 KJ _2 21iri.2Ti 222222282333342334342334352934353344453344453444 F T2i I - -i[i 21 -i 3 i�3hiii 3 -2-FiiT4 -31 -6 21 -i -3T4 131�24 4 T6 3 -sF4-t-4Fi AC,E,I - 2 1 2 2 1 1 2 2 1 _0 2 -31-4-Ki- 2 2 -21-i 2 2 1 -i 2 -7i 1 1 1 -S 1 1 -i 1 iritil'i ijj�j 2 il'i iTi Vi 2 f-3 2 IL3 T3 j�a 2 PSF 95 1 108 1201 119 B,D,F,r., 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,J - -T 222222332333342334353334353345353345453345483445 j- _2 f--FT'f- T - '5 'T-1 -" --TT - --'T 1- AC,E.I 2 2 --2F2 2 2 2 2 2 2 2 -3F4 2 2 2 -E -T- 2 2 2 2 -I- 2 2 2 2 2 -2F2[3 1 2 2 2 2 2 F2 I�L2 3 2 3 3 37 3 424 2 3 3 4 j1:4 iFi 3 T3 2 3 11:2 :2 E3 2 3 3 3 4 3 2 3 3 PSF 87 go 109 lip B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 2 2 3� 1 2 3 2 M23 2 44.000 H,J 2 2 212 313 213 jL3 314 3141 3 3 3 4 73i 5 4 4 41-6 -4Ti -3 5±3 3 3 �415 4 i 3 3 i4s i E-6 -41 -�F i 5 5 AC,EJ 2 2 -2 .?12 2 2 "i -i -2 .jL 2 2 2 -21-3 2 2 2 2 2 2 2 -Li 2 -3 2 2 '2 2 ji - 2 2! -2Ti 2 2 I 2 212 -i2l F2 F3 :3 ri J1 4 i 3 :ia 2 KiT-4jTi 4 2 F3 2 3 3 2 3 2 4 2 3 3 _�L _4T 1 3 .1 1 j A i PSF _�[:2 79 119 90 100 113 114 119 8,D,F,G, 2 2 2 2- 2 2 3 2 2 3 2 3 3 3 3 3 2 3 3 1 2 3 3 2 3 48.000 KJ --j 222222382333843334483445463445483446483445574456 1-1 '-1'--1-T -T -r T_ -- 'I'Tj1'1" --f[----l' -- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 AC,E.1 2L2 -21-2 -2F2 T23 E 3: �E3 "�Fi'iT-3 E4: -s ri -W�-4 2 3 i 2 4 -3q3 -iT-4 -21 K73i -T 37-4 3 4 231 37 i _ PSF 72 118 82 90 103 103 lis Ila _14: B,D,F,G 2 2 2 3 2 2_ 3 'jT -T1 2 3 3 2 T-3 3 -- 2 3 ' 3 " -- 2 3 3 -T.-- 2 3 3 2 53.125-'-1-- Ki F222222332333343434363445483445463445483458574558 l'F T -rj r T T1 T 1 2 2 1 2 1 2 2 2 f 2 1 2 2 2 2 2 2 2 2 2 2 2 I AC,E,I 2 2i F21ii _2 1-2 2 :il'.ij il-i �]AiRl 41 _L 4,1 F -2Ti JN 1JI 4r2Ti "3Ti iE4 'i Fi -- -14'� 3 F3 j jTi-iT4 31 i 2J3 31 4. Nommm. FL "ve PA .'%4 NTS 1 10 a 14 1. ANCHOR TYPES: i -1W ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX- 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18112" MAX. FROM TOP CORNERS ,IAMBS -17112" MAX. FROM TOP CORNERS 18" MAX. FROM BOTTOM CORNERS WMAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ifflM LIMITATIONS: %E ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATg A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: ssnnu (DP LUTED) MAX. PSF118"' Kuvl,'JBD 2 as Como die Florida HEAD JAMB ABOVE 2 3 No. 58705 WG' RAIL p•-.. Sjgre OF IAAM BELOW IN NDOWS RAIL V, NON -IMPACT (FULL DP) ssnnu \fNN HEAD .,... JAMB ABOVE vre XOW L1 No. 58705 -mm L MTG. RAS0CIA p•-.. Sjgre OF NDOWS 0, A. LQ P.E.40=,W A. V, NON -IMPACT FL P.E.9 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. WINDOW HEIGHT SUBSTRATE -..,,,29.655 37.155 44.655 1 52.155 1 59.655 67.155 74.655 76.000 ANCHOR TYPE: . NK �zqO Z WVDOWGLA3 �ONOOQO�POp WIDTH TYPE v Z o �� v v OriOOcOON Vn N� vU zq§ -UU o Ov U v U MTG. RAIL PSF 113 1119 JAMB BELOW ey Mi Dada 19.125 B, D, F, H,J ! 1 1! 1 1 212 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 3 2 2 3 2 3 3 2 2 3 2 3 3 3 2 3 3 3 3 3 2 3 2 A,C,E, 1 1 t 1 1 1 1 1 1 1 1 1 1 9 1 1 ! 1 ! 1 1 1 1 1 G,I 111111222222222222322232222232222222222222222222 PSF 90 119. 103 119 24.000 B, D, F, 1 1 1 1 1 9 9 _1 1 1 1 H,1 1 1 1 1! 1 2 2 2 2 4 2 3 3 2 2 9 2 3 3 2 2 1 3 9 1 4 3 1 3 2 1 _1 4 3 3 3 1 3 2 1 1 1 4 3 3 3 3 2 1 4 3 1 3 3 1 1 3 2 3 3 A,C,E, 1 1 1 _t 1 1 1 _1 _1 1 1 O,I 111111222222332232332233222232222222222222222222 _1 1 _1 1 1 1 1 1 _1 1 1 _1__ _7 PSF 88 111 77 111 119 B, D, F, 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 1 1 32.000 H,J 911171222222332333433343443354443243443243443243 A,C,E, 2 1 2 2 1 2 2 1 2 2 1 GJ 1.1111122222213-2,1:333433343333233222222222222222222 2 2 1 1 1 1 1 _1 1 1 1 1 1 PS 59 98 67 98 108 B. D. F, 2 1 2 2 2_ 2_2 2 2 2 H.J 1 1 1 1 1 9 2 2 2 2 2 2 3 3 3 4 4 3 3 2 4 4 3 4 5 2 4 3 2 2 5 4 4 4 1 3 3 2 2 5 3 4 4 1 4 3 2. 5 4 2 1 237.000 4 4 3 3 5 4A,C,E, 2 1 2 2 2 2 2 2 2 2 III 1111222222333443344333143322232222232222232 2 2 1 2 1 1 _1 1 1 1 1 1 1G.i PS 54 89 62 89 101 113 119 40.000 B, D, F, 2 2 2 2 2 2 3 2 2 3 2 3 H.J 11119122222Z333333443344554354443354554354544354 3 2 3 2 2 2 2 2 2 2 2 2 A,C,E, 2 2 2 2 2 2 2 2 2 2 2 2 G,I 111111222222333333443343433343332232332232332292 2 2 2 2 2 2 2 2 2 2 2 2 PSF 49 81 68 81 119 92 102 117 118 44.000 B, D, F, _2 2 2 3 2 2 3 2 3 3 2 H,J 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 3 4 4 3 2 5 5 4 3 3 3 5 5 4 5 2 4 3 2 3 2 2 5 4 5 5 4 3 5 4 2 2 2 5 5 4 3 5 4 A,C,E, 2 2 2 2 2 2 2 2 2 2 z G,i 111711222222333333343333443348832233933233339233 2 2 2 _2 2 2 2 2 2 2 2 2 2 PSF 46 74 51 74 119 84 94 1 107 109 114 48.000 B, D, F, 2 2 2 3 2 3 3 2 3 3 2 K J III 111 1 1 212 212 2 2 AL3 313 3131414 4 4 3 414, 4 2 5 I 6 4 A 3 3 2 3 3 2 1 3 5 5 5 5 4 3 5 4 5 5 4 3 5 5 3 2 5 S 4 3 5 4 A,C,E, 2 2 2 2 2 2 2 2 2 1 2 2 1 G,1 1 1 IFI 1 1 2F2 2 2 2 2 -373 3 3 9 3 9 4 3 3 2 3 3 2 2 3 4 3 3 2 2 2 2 2 2 2 4 3 3 3 2 2 3 3 _3M3 3 2 3 3 2 2 2 3 3 3 2 3 3 PSF 41 67 46 67 110 76 85 119 97 98 112 B. D, F, 3 2 2 3 2 3 4 4 3 3 4 2 3 3 2 3 3 2 3 3 2 3 53.125 _2_ _3 H,J 1 7 1 1 1 1 _2T2 2 22 23 33 3334444 445544 55 5 5^435455436556436 S A,C,E, 2 2 2 2 2 2 2 2 2 2 2 O,I 1 1 1 1 7 1 2 2 2 2 2 2 3 3 3 2 3 3 9 4 3 3 2 3 3 _2 2 3 4 2 3 2 2 3L3 3 3 2 2 2 2 2 2 3 3 3 9 2 2 2 3 3 2 3 3 2 3 2 2 3 3 aaum PA. BQ7(1B2Y NdCOMf6. FLJIZJ4 &sou 1 N7S 1 11 + 14 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS , 2 -114` ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 18112' MAX. FROM TOP CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICAATF A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) MAX. PSF 117 PRODUCT RBvism HEAD 3 "■�Wvbv with lh"Niodd" S,awl�croae JAMB ABOVE 8 3 A MTG. RAIL JAMB BELOW ey Mi Dada MTG. RAIL (FULL DP) HEAD 2 .``` �t LYNN ,yX 41 JAMB ABOVE 3 ewef' MTG. RAIL ; * No. 58705 JAMB BELOWMTG. RAL STATE OF lt/: VDARD WEw = ° FLORIDP. )W NON tMPAcr ��S,S/ONAL,,, 4032,20 a A. LYNIWk P.E. FL P.E.# 68705 10 , . 4% MIAMIS� • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND L AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) "' 7 3 ITMIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 7JID V(786) 315-2590 F (786) 325-2599 www.minmidadr.ag/Uem/ PGT Industries 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: Series 1`PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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: Large and Small Missile Impact Resistant 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 # 10-0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPR9VED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/20/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 andex ' 'ng on 05/26/16. 4 M)Nfu-q-perez, P.E. Product Gen -061 Examiner NOA No. 11-0922.01 Expiration Date. May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING I NON4MPACT OR LARGE AND SMALL GENERAL NOT MISSILE IMPACT -RESISTANT PRODUCTS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, FIGURE 1:. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULTIPLE IOPENING W10TH FOR VERTICAL MULL ARCHES TOILE MULLIONS / SEE DETAILS NNSOwIMO 2) THE TYPE AND NUMBER OF ANCHORS 4 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS A.D,G,H; Sw,PENo HAVE BEEN TESTED AS *FREE-FLOATING' AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHEETS 23 NOT HAVE A GAP OF MORE THAN 14 FROM THE CLIP. S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEM13LY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE AT / SEEDETAILSIII / 11 1 INSTRUCTIONS. sHTS G2a , _ / I 1 1 A G,SEEDETA8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I - 1 -- BHEET82a ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21, FOR MULTIPLE UNITS, CONSIDER f 1 I OPENING ONLY TWO ADJACENT UNITS AT A TIE WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN vs • HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. MINI FOR LENGTH HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} SEE OETAq. E, U' SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 7O THE STRUCTURE. ANCHORS SHALL BE COATED OR CORR0310N RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION PRODUCTS Mav BE orAOFANYTYPE. 8) REFERENCE: TEST REPORTS: PTL4443; ELCO ULTRACON/AGGRE-GATOR NQA'S; ANSNAF&PA NDS FOR WOOD CONSTRUCTION; Mu6T6E ADM4ALUMINUM DESIGN MANUAL BYPOT. � 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH /8M DETAILS PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. HOPoLONTALT6G t 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MUI LENGTH HORMWAL "LINSTRUCTIGFIS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT dB8/FT') FOR THE OPENING USING THE ASCE-7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRI NGULARMWIEZOIDAL'• GENERAL NOTES ............ .... ....... 1 INSTRUCTIONS... ...................... -..1 ELEVATIONS ............. ................ 1 MULL TO 2X WOOD ......... _.......... 2 MULL TO 1X & MASONRY...„.—. 2 INSTALLATION NOTES. ... _........... 2 MULL TO MASONRY.„......_._........ s MULL TO STEEL STUD.! ........... 3 MULL TO MULL ............................... 3 ANCHOR SPECS ....................... 3 ALTERNATATE CUPS... -.......„.,.„..4 SAY MULL INSTALLATION_.....__..4 1 X 2 X.125 MULL SPECS .... ......... 6 1 X 2 X.376 MULL SPECS ........... 6 1 X 2.76 X.375 MULL SPECS._..__ 7 1X 2.76 X.66 MULL SPECS...... —B 1 X 3.126 X .606 MULL SPECS...__ 6 1 X 4 X.125 MULL SPECS.............. 10 1 X 4 X.375 MULL I I 1.26 X 3.188 X.266 MULL SPECS 12 2 X 4 X.25 MULL SPECK_,_ ......... 13 2 X 6 X.25 MULL SPECS-._..._._. 14 1.26 X 2.11 X.125 MULL SPECS.... 16 30' X 316 BAY MULL SPECS..,..... 15 46' X 316 BAY MULL SPECS,_- 17 MULLION A CLIP DA4MV B.-„.18,21) EXAMPLES I & 2 ..... ....... ._..._.....21 LOADING EXAMPLES....., -...........22 ADDITIONAL EXAMPLES OF MULL CONFIGURATIOW 4) FUND THE CHOSEN MULLION'S %LLION CAPACITY USM FROM TABLES 1A THROUGH 13A, ON SHEETS 8 THROUGH 17 PRODUCT REVIr� RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING n wmPlyiq wkh dw F2MM16 NULL OPENING WIDTH I'—HDI L2)LL L@,1071” VERTICALLY OR HORIZONTALLY). THE f LLION CAPA IT�Y (LLBBSN” OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE B'i1`� � LaNeiH REQUIREMIENT dW/F M FOR THE OPENING OBTAINED IN STEP 1), A. -p— r HEIGHT 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED d88). THIS By VALUE REPRESENTS THE WINDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULLHEIGHT e LHNam >r ' HO ¢VERT. MULLION CAPACITY. 11 t 11 MAIL �” or /' MULL �� 6) FROM THE ANCHOR CAPACITY ft TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ��� ,( �VNN Afk i ANCHOWSUBSTRAMIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIREDL"E L ...... ANCHOR CAPACITY IS MET. : �C .•' GENSF * �J I �r SINGLE MULLION SINGLE MULLION FOR VERTICAL � 7) IF THE Ml8LLI0N CAPACTY dBS/ M OBTAINED N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/M) No. g8T05 OPEMNG WIDTH FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT PORMUI.A' TO OBTAIN THE LOWER ANCHOR CAPACITY _,�� ; - F` 'L MUtI. REQUIRED. WVTH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -• Q q`t) : W "\SEE CORRESPONDING DETAILS MULTIPLE MULLIONS = O'.• 144, FROM FIGURE 1 ABOVE, e) VERIFY THE DESIGN PRESSURE RATING (LBS/FT-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL �E M<,ILLION CAPACITY 8J33lF T'X OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE iJv� . • PLOtR10P •'�C9 MULLED FENESTRATION PRODUCT ASSEMBLY. HKGHI IGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT..11'SSIOPI A� ` A. LYI� VAILLtLE13, P.E. FL P.E.N 56706 FLO 0 8 2013 MIAMF DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Red Oaks Shutter, Inc. 221 S.W. a Court Pompano Beach, Florida 33060 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION l 1805 SW 26 Street, -Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w_ww-m1amJAadjAff bultdine SCOPE: This NOA is being issued under the applicableCles s erning the use of construction materials. The documentation submitted has been reviewc by M' i -Dade County RER-Product Control Section to be used in Miami Dade County and w all d 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. RER 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: «Bertha HV "Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-014, titled " Bertha HV Accordion Shutter System ", sheets 1 through 28 of 28, and Sheet 28A, prepared by Tilteco, Inc., dated January 18, 2012, last revision #I dated January 18, 2012, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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 # 11-0317.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 12-0308.44 Ml�t • `' ' ��2` MMU Expiration Date: 07107/2016 p b �� /� o Z Approval Date: 06/14/2012 t Page I f T Red Oaks Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98-052&01 A. DRAWINGS L Drawing prepared by Tilteco Inc., titled "ASSAIEconomy Accordion Shutter, " Drawing No. 98-101, dated May 6, 1998, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS L See Association's generic approval under 96-0091. C. CALCULATIONS 1. See Association's generic approval under 96-0091. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 96-0091. E. STATEMENTS I. Release letter issued by the American Shutter Systems Association, Inc., dated May 6, 1998, cert Being this product to meet the criteria of product tested and approved, and allowing Red Oaks Shutter, -Inc., to use the test results approved under Dade County Approval No. 96-0091, signed by Mr. John J. Cooper. 2. Acknowledgment letter by Red Oaks Shutter, Inc., dated May 8, 1998, signed by Mr. David Barbour. 3. Letter by Tilteco Inc., dated May 14, 1998, certifying that the drawing (No. 98-101) prepared for Red Oaks Shutter, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 95-62A). 4. Letter issued to Mr. David Barbour on June 3, 1998 and returned signed by Mr. David Barbour on July 1, 1998, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. F. OTHER I. None. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0228.05 A. DRAWINGS L None. B. TESTS I. See Association's generic approval under 96-0091. C. CALCULATIONS I. See Association's generic approval under 96-0091. y A. Maker, P.E., M.S. RER, Product Control Unit Supervisor NOA No. 12-0308.44 Expiration Date: 07/07/2016 Approval Date: 06/14/2012 E-1 T I 1 , Red Oaks Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS L See Association's generic approval under 96-0091. E. STATEMENTS L Letter from Red Oaks Shutter, Inc., dated February 22, 2001, signed by Mr. David Barbour requesting the renewal of Product Approval #98-0528.01 and stating that no change has been done. 2. Letter by T ilteco Inc., dated February 22, 2001, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., cert6ing that he is still in the engineering business. 3. Acceptance Letter issued to Mr. David Barbour on April 25, 2001, and returned signed by Mr. David Barbour on April 30, 2001, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed. F. OTHER 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-4106.21 A. DRAWINGS I. Drawing No. 02-572, titled "ASSA/Economy Accordion Shutter ", sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated December 09, 2002, last revision #1 dated December 09, 2002 signed and sealed Walter A. Tillit, Jr., AE. B. TESTS L. See Association's generic approval under 03-0112. C. CALCULATIONS I. See Association's generic approval under 03-0112. D. MATERIAL CERTIFICATIONS L See Association's generic approval under 03-0112. E. STATEMENTS L Letter issued by Mr. Walter A. Tillit, Jr., P. E., dated December 16, 2002, indicating that the only change is update General Note numbers I & 11 to reference the Florida Building Code and ASCE 7-98. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #05-0810.01 A. DRAWINGS I. Drawing No. 05-223, titled " Bertha RVAccordion Shutter System ", sheets I through 14 of 14, prepared by Tilteco, Inc., dated July 29, 2005, last revision #1 dated July 29, 2005, signed and sealed by Walter A. Tillit Jr:, P.E. 04 Helmy A. Makar, P.E., M.S. RER, Product Control Unit Supervisor NOA No. 12-030&44 Expiration Date: 07/07/7016 Approval Date: 06/14/2012 E-2 Red Oaks Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 05-0227. C. CALCULATIONS 1. See Association's generic approval under 05-0227 D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0227. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated July 29, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Red Oaks Shutter, Inc., to use the test results approved under Dade County Approval No. 05-0227, signed by Mr. Legny Santana. 2. Acknowledgment letter by Red Oaks Shutter, Inc., dated July 07, 2005, signed by Mr. David Barbour. 3. Letter by Tilteco Inc., dated July 28, 2005, certifying that the drawing (No. 05-223) prepared for Red Oaks Shutter, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05-072). 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0711.04 A. DRAWINGS 1, None. B. TESTS 1. See Association's generic approval under 05-0227. C. CALCULATIONS 1. See Association's generic approval under 05-0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0227. F. STATEMENTS 1. Letter by Tilteco Inc., dated June 23, 2006, certifying that Tilteco, Inc. is still the engineer of record and continues to be in the engineering business. my A. Makar, P.E., M.S. REX Product Control Unit Supervisor NOA No. 12-0308.44 Expiration Date: 07/07/2016 Approval Date: 06/14;2012 E-3 Red Oaks Shutter_ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0317.02 A. DRAWINGS I. Drawing No. 11-021, titled " Bertha HV Accordion Shutter System ", sheets I through 28 of 28, and Sheet 28A, prepared by Tilteco, Inc., dated March 02, 2011, last revision #1 dated March 02, 2011, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS 1. See Association's generic approval under 10-1209. C. CALCULATIONS I. See Association's generic approval under 10-1209. D. MATERIAL CERTIFICATIONS L See Association's generic approval under 10-1209. E. STATEMENTS L Release letter issued by the American Shutter Systems Association, Inc., dated March 01, 2011, certong this product to meet the criteria of product tested and approvee4 and allowing Red Oaks Shutter, Inc., to use the test results approved under Dade County Approval No. 10-1209, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Red Oaks Shutter, Inc., dated April 01, 2011, signed by Mr. David Barbour. 3. Letter by Tilteco Inc., dated March 17, 2011, certr; fying that the drawing (No. 11-021) prepared for Red Oaks Shutter, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P. E., is engineering wise identical to ASSA's generic drawing (No. 10-099). 7. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 12-014, titled " Bertha HV Accordion Shutter System ", sheets 1 through 28 of 28, and Sheet 28A, prepared by Tilteco, Inc., dated January 18, 2012, last revision #1 dated January 18, 2012, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 11-1676 C� CALCULATIONS 1. See Association's generic approval under II -1676. y A. Makar, P.E., M.S. RER, Product Control Unit Supervisor NOA No. 12-M.44 Expiration Date: 07/07/2016 Approval Date: 06/14/2012 E-4 Red Oaks Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. E. STATEMENTS L Release letter issued by the American Shutter Systems Association, Inc., dated January 31, 2012, certMng this product to meet the criteria of product tested and approved, and allowing Red Oaks Shutter, Inc., to use the test results approved under Miami -Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez 2. Acknowledgment letter by Red Oaks Shutter, Inc., dated June OS, 2012, signed by Mr. David Barbour. 3. Letter by Tilteco Inc., dated January 30, 2012, certifying that the drawing (No. 12- 014) prepared for Red Oaks Shutter, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. II -111). my A. Makar, P.E., M.S. RER, Product Control Unit Supervisor NOA No. 12-0308.44 Expiration Date: 07/07/2016 Approval Date: 06t14J2012 E -S 1. BERTHA KV, ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD. HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 k 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY SE INSTALLED AT HIGH ITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC k ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (ASA.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 k 25, 26, 28 k 260. N 000 TO VEWY THE ABOVt N)OtAIDON, UL11AMt OEM WIND I&= DETERMINED RR MX 7-10 NRIALL. K P81:1' MW 10 "M MW WIND LCPIIA BY MULIMM THIIM BY 0.8 IN ORdq 70 OOWNM THEN W/ TMX. (A,B,D) DOW PRE7IIIURI RA711/96 114111101111111 ON !1611[ 11 THRU 17 k 9% 2% 2B k 2111k IN ORDER TO VERIFY THAT ANCHORS ON THIS PAO., AS TESTED, WERE NOT OVER STRESSM A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NK USED N THEIR ANALYSIS. SERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IM OF THE ABOVE MENTIONED CODES AS PER AIL REPORTS: -W BLADE © #0214.01-03, /0715.01-034 11004.01-08. 01214.01-04 #0317.02-06 AND 10809.01-10 AS PER TAS 201, TAB 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE ® 00808.01-08 AS PER TAS 201, 202 k 203 PROTOCOLS AND 0726.01-06 AS PER TAS 202 PROTOCOL. -HV BLADE 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2, W BADE1Q AND MY BLADE ®ARE ENGINEERED TO WORK IN UNISON WITH I" OTHER N AREAS STANDARDW(HERE THE DESION'PRESSIM(ES TRANSITION FROM ENO ZONE 5 TO INTERIOR ZONE 4, EACH WIND ZONE MUST K I14THEDIK,EB LKI6i BE APPLIED T [EO IN CORRESPA QNgNq WHO ZOTYPES NEE WON .TTH S SMALL INCLUDE N 0, OF ASCE REQUIREMENTS FORFSC E MIN. SEPARATION TO ( 5 010 BIALL TION OFF WINMOUNTING D ZONES ION AND FAST WELL VALIDITY OF COMPONENTS FOR HV W-4000 k®ACCORDION SHUTTERS SYSTEMS FOR EITHER WAND ZONE SHALL K PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT 114E TME PERMIT IS APPLIED FOR, MY BLA0150 AND AY WN001Y BLADE ®,IRE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA. LIMITATIONS AND CONDITIONS OF USE INDICATED ON $HEET 28. 3. SOMA HPWLA N PNS E� 13 V� D AT BLAM KNUCKLE AND FOR DIRECT YIELD STRENGTH AND 180 Ilei TENSILE STRENNGT. PNS SMALL BE NECTION TO OOATED WITH CKS WALL BE f BERTHA4X2.75 ANDMY DACROSFI�IELO XCOATING SYSTEM 4MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOMTION. PNS MUST BEAR THE HM MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXRIJSIONS SHALL LIE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD VR04M FOR W03 -T4 ALLOY IS 31.7 kel AND 35.1 kA FOR W08-75 ALLOY. S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 314 MS SUM OR CQMOSON RESISTANT COATED CARBON STEEL AS PER DN 60018 WITH 80 kel MIN. YIELD STRENGTH AND 90 101 MN. TENSILE STRENGTH AND TO COMPLY W/ FEC SECTION 2411.3.3,4. 6. BOLTS 70 BE ASTM A-307 GALVANIZED STIMIL, OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 NN MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATION: MV BLADEQ t 13. 14, 1S, 16, 17 AND 280, HV B .ADE 26. • HV BLADE Q k ® WORKING IN UNISON: 13, 14 k 18. 0, THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 08'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 08'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE: CONTRACTOR TO SEM,/CAULK ALL SHUTTER COMPONENT WOES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: WRING PERKS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES MIC ENGAGE OR LOCH ALL HV AND HO LOCKS. 11. A PEERMRMEHW SU TER MANUFACTURER'S LAS. SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAL APPROXIMATELY 4" BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS = am L%Lq . B10 POMPANO BEACH, FL. MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12. BERTHA ALV. ACCORDION SHUTTER SYST'EM'S INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWNO PLUS AMY BULGING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED 70. 13. (a) THIS PAD, PREPARED BY THIS ENGINEER LS GENERIC AND DOES NOT PROVIDE NFORMA710H FOR A SITE SPECIFIC PROJECTT I,e. WHERE THE SITE CONDITIONS DEVIATE FROM THE RAA. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND NSTAUATON MMUDINO LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (o) THIS P.A.D. WELL BE CONSIDERED NYALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGIS, kTHW ENGINEER OR ARCHITECT WHICH WILL BECOME 114E ENGINEER OF RECORD EAR.) FOR THE PROAND WHO WILL BE RESPONSIBLE FOR THE PROPER USE O' THE PAD. ENGINEER OF RECORD, ACTINO AS A DELEWTED ENGINEER TO THE PAD. ENGINEER SHALL JECT TO TNT$ LATTER THE SITE SPECIFIC DRAWINGS FOR RMEW. . (e) THIS PAA. SMALL BEAR THE OATS AND ORIGINAL SEAL AND SIONATLRRE OF THE PWESSONAL ENGINEER OF RECORD THAT PREPARED R. the Florida A. Tf(� INSTALLATION DETAILS F -L, CONCRET$/BLOCK nTUpLyIngSSED wIUT ps w 030 .44 RR1R_ -V e vCENs''• ;P SHEET 8 µiannn° �6 SHEET 9 CENTERMATE DETAILS HD TILUT TESTING GIN ENOINEERINO COMPANY ro * ♦ vy t * MAXIMUM SPAN TABES SkNS N.W. 34M. M. Iie, Ina, VMN M WAVOI, R6IMB WOO SHEET 13 - Y+� Phom :(3D5)871-1530 . Fox : (304)871-1331 ANCHOR 8CHEDIJLE- CONCRETE k BLOCK O"•, P ,: (` -n-M wtoccow. " SHEET 16 .14. SHEET 17 INSTALLATION DETAILS M -R, WOOD 'SHEET 18 1°Uri4rWALTER A. TILUr. P.6. MIAMI-DADE COUNTY END CONNECTION DETAILS 7-12 k X, WOOD FLORIDA Uo. 0 44167 GENERAL. NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 `MEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 ARF 2, W(LADE (1) AND EU MN00W MWE fiT 3WERF APEUrA" TYPICAL SHUTTER OVATION k NOTES ON LOCKS SHEET S INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F -L, CONCRET$/BLOCK SHEET 7 CENTERMATE DETAILS NY SHEET 8 CENTERMATE ALTERNATING DETAILS FPI SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABES SHEET 12 A14CH0R SCHEDULE- CONCRETE k BLOCK SHEET 13 - ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14, ANCHOR 8CHEDIJLE- CONCRETE k BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M -R, WOOD 'SHEET 18 INSTALLATION DETAILS S -X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 k X, WOOD SHEET 20 ARM '4• HV 81 -Ana (M ONLY TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS M-00, CONCRETE SHEET 22 CENTERMATE DETAILS HO SHEET 23 END CONNECTION DETAILS 1-6 k X, OONCRETE/BLOCM SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE. CONCRETE SHEET 26 ARn At 1111, VANS gLanE TYPICAL WINDOW BADE S WINDOW DETAL Q Y SHEET 27 TYPTCAI. SHUTTER ELEVATION SHEET 26 AREA 5: FIV VYINdOW MILAADE INSTALLATION NAILS, META.. STUD WALLS M ONLY SHEET 28A RSD OAKS SHUTTER, INC (ASU i15) 221 S.W. Sth COM POMPANO BEACH, FL 33060 Phone: (984)782-9325 DRAWING No 12-014 lq�% FOR WWM 4.3711 1-44*C COVEg1�,Ky soup RLADE UNDER US PATENT 54$8179 HY WINDO�B� DE+9 UMTATIONS OF USE OF SLADE ® ON SHEET 8083—TO ALLOY AND TEMPER Am 8.228' OHV QUAALIFIIEED "!3,&E & HV 0063-76 ALLOY AND TEMPER 1.91T 083��e3' e' 070 1 HV CEILINO^ H QUALIFIED FOR USE W HV BLADE 1 & SEE SECTIO FOR VALIDITY 0063—TO ALLOY AND TEMPER � C11fR lld@1 EC ALIFIED F 4SE % HV SLADE + & C31 8063—T6 ALLOY AND TEMPER 4.e67 COVERED UNNDER U" SPATENTE fi S450179 20 8000-T5 ALLOY AND TEMPER F I 1 (7)14V AILL ADA 1p QUALIFIED Fy(5E W HV BLADE 1 QAC & 0063—TB ALLOY AND TEMPER �YAfiEB 1 o. .loo•'' 870 MV HEADER/SILL QUALIFIED F OUSE W/ HV SEE SEGT O I FORNALIOITY 8083—T8 ALLOY AND TEMPER ALUMINUM ANGLES QUA�LIIFFII�ED FOR USE W/ HV 8083-78(AUEOY ANFUER �. Am Hy UNMRSAL QUALIFIED FOR. USE W/ INV QLADE 1 &U2 8000—T5 ALLOY AND TEMPCR ® HV WALK—OVER TRACK QUALIFIED FOR USE W/ HV BLADEQI &O 8083—T8 ALLOY AND TEMPER 670 r. ® HD CEILING HEADER /SILL QUALIFIEDFO USE W/ HV SLADE d ASEE SECTI FOR NALIDITY 8063-76 ALLAY AND TEMPER COMPONENT A O TI T2 •, BLADE UAUFIE ® 2" 8" MAX. 1/8" 1/0" NV 1O MAM1—DARE COUNTY 2" 6" MAX. 0.192" 0.192• FIV© ® 2.6- 7' MAX. 0,190• 0.190• NVQ room*h*with the ymcm-�/ 8RILBLRgOocN 'By ecw- z .•��CENS••., 7M, �—CO M ad CoRrcW y� TIWT TESTING do ENGINEERING COMPANY a N.M. aaa. 9L, m.. ma, oAt9eRa aatee vnwxM noRtw Phots � (3��71-1830 . Pox � (308)071-1631 O'y✓s/ONAL MAM1—DARE COUNTY P.E. 5 wM.TERE071mm FLOG 4 Ue. l 44147 �¢ 11j� DIRECT MOUNT QUALIFIED F�R'�SE WJ HV BIAbE 1 & 0063 --TO ALLOY AND TEMPER .994" 842 R t2 .920 ©� TRENCH TRK QUALIFIED FOR USE W HV BLADE Q ONLY. 6063—TB ALLOY AND TEMPER VARIES 1.030' .i 70+ �4 �{D WALL HEADEVAILL QUAUFIED FOUSEAW/ HV SEE SEBG"t�fONS- FOR -VALIDITY 60 3-18 ALLOY AND TEMPER X Y t 2' 2• .123' J" 3• A90' (0 RNER POSTS QUALIFIED LAO ZR' SSE 5 HV BLADE 1 ISE 6063 -TO ALLOY AND TEMPER r� na�n♦ RED OAKS SHUTTER, INC (ASSA % 15) 221 S.W. 5th COWM POMPANO BEACH, FL 33060 Phone: (954)782-9325 1 OHV 90'�•t�}�STA�_JR/TER 8083 T8 RS ALL9ATf:MPER BLADE 1 & @ HV RAIN011_ARD QUAUFlELD FOR WE W/ HV .8083—T6 A1LOY AND tEMPER 140" TQ L., 14 ,140 Y I.D. i830 QrCCEE{{ UALIFIED 8R: 'E W V BLADE 1 & 6083 -TO ALLAY AND TEMPER 2012 EASTERN METAL SUPPLY, W. Accordion DRAWING No 12-014 SHUTTER ASSEMBLY SCHEDULE FOR HV HV A.AND HV a BLADES. 0 HV BLADE 1 ® HV BLADE 1A ®20,8 EASTM MCIAL SUPPLY, INC. HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ 08 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) • (1) W PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 90Tf�M KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV QJ BLADE. (2) W PIN 19 MAY BE USED IN UEU OF AND ONLY AT MOM BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ N/® BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC' AND 'DD". SHEET 22. (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/18" THICK S.S. WASHER SHALL 8E USED FOR DIRECT MOUNT INSTALIJtT10N PER DETAIL X, SHEETS I1 do 24. EXTERIOR SHUTTER AS' SCALE: J/8" 00.324 .048 TYP. •4 WHEEL CARRIAGE DETAIL N.T.S. EXTERIOR PIN ® OR (9 AT ERIORR DE'S KNUCKLE. E NOTE * FOR UIREMENTS) MOD UCTPZVISED BfIidINSGbdo A=M se — ° ° ' (bead MMMT -RADE COUNTY �,,�2 P�Rs. r�T� �*:••�ucius••••,� F ,�`TTITTE * -- Y i * 1 �>� % • . ORIDP.�k+ tA� ly d' • Q Pt"r y��� •• CO �N�. RED OAKS SHUTTER, INC (ASSA 0 18) 221 S.W. stn COURT POMPANO BEACH, FL 33080 Peons: (954)782-9325 ®20,8 EASTM MCIAL SUPPLY, INC. ITHA HVA Y Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY fDff N.W. UK Ms fb, 80L %WMIA avtNna !LAMA 33IN teens . (3007f -two . fam : (=)a7t—tut • e0E®00007 y .0011 mow ue B Jatfi KvJ% 0EWI►71t1N "TC DRAYM BY. M.a.Y A0. 1 ow tt_ott of/14/ts OATC: a1Nflts 2 DRAWING No f 12-014 4 f SH SEE END -J O�fcfm SON SHEET 11.TYP, FULL HEIGHT. ♦®111®`0-0 `0 q . TYPICAL 1 HV BLADE. SHUTTER FLEY-ATION N.T.S. PRODUCT REVISED, iIN lwiftTIRg Mt1leFlerwO coo 0¢ MIAMI-OADE COUNTY OF CORNER CENTERMATE *NOTES ON NV LOCKS AND CENrERMATESs i, MMNOM OOMORION_JU ONE NV LOCK I& or ® SHALL BE USED AT 1/2 OF SHUTTERSPANFOR ANY SPAN OR 11 ABOVE ORW 12MAY BE USED AS AN INSIDEF SHUTTER SPAN FOR SPANS OUTSIDE LOCK, ATTACHED Tp ROTI �T ANY ELEVATION. NV LOCK or CENTERMATES W (2 4"�-20 X 1/2" LONG FLAT HEAD S.S. M,S. LOCATION OF LOCK SHALL BE AS I DILATED ON TYPICAL SIU E A9114 2, TWO HV LOCKS OR OR ONE HV LOCKOR W{ TWO LOCKINGR§DBOTTOM SHALL BE 8 ANY SPAN AND IN A ANY EL MTON. HV LOCK OR SHALL BE ATTACHED TO OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #I. LOCATION OF LOCK/LOOKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION, M"UM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV LO , BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES OR �° SHAH BE AS ICATED ON NOTE (i) ABOVE. LOCATION OF LOCKS SHALL BE AS INDWAtEO ON TYPICAL SHUTTER ELEVATION. MAY ALSO BE USED AT STACKING POSITIOLNNC®(NON HU�RRIICCALNE POSITION), ATTACHUSED AT OMER CENTERMATES FOR ANY SPAN , CORNER CENTERMATE AIM WJJ(2] 1 ®0 x t/2" LONGSlZL BE FIAT HEADSAN OUTSIDE OR INSIOE LOLLING RODS AT TOP A B M SHALL BE USED. LooAT1ON LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXtMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, OF 1/4'11-20x3/4" S,8, THUMBSCREW TO 0 OR aCENTERMATES SHALL 89 MADE W/ 1/4'11-204/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTIA SPAN OR TWD LOCKS AT 1/3 OF SHUTTER SPAN, 6NECTEO grVc TERNATES ® AND ® W/ 114"0-0'X 1 1/2' LONG s.S.,THREADED BOLT W/ T%bY x 3/32" W040NUT OR W/ 1/4'11-20x1' S.S.M.S, INTO A 1/4"h /BRODSTQ� ON TOP AND BE E80INS IS MANDATORY, ATMIDSPANOR 12" MAXIMUM ABOVE ANO BELOW MIDSPAN. USE OF TWO LOCKING /M 1. . ONE ALTERNATE HD LOCK ® NA USED IN LEU OF Nv LOOK9 QR FOR ANY SPAN AND NSTAL B 0. ANNY ELEVATION, ALTEPNATE ND LOCK MAY BE USED ES REINFONCEMMEENT�NSWERT � AS SHOOWWN WPM H�NVB MAID HDa HWV/C, 3� 0. •LACK MAY BE 'IN�AUEO Ar MIDSPAN OR 11' MAXIM BELOW OR ABOVE MIDSPAN. USE OF UXMQ RODS ® IS COMPLETELY OPTIONAL. a'4Oeo A.. T!(VT-. ..� �L I * TILLIT TESTING « ENGINEERING COMPANY 5 , Mee KW. INR N., W. M VMMM OARMA $1,016M WIN rvbM : cxoXeT EB`-ouowoa 1_taT, .o�;yp PSI./ge;E FIORDA U.. IT 44,078 FLORIDA BUILDING ME (Nigh Valoolty Nurriaone io1 O 2012 EASTERN METAL SUPPLY, INC. RSD OAKS BERTHA HVA SHUTTER, INC Accordion Shutter System V (A33A / 18) Na oww T" 1 GA1! DRAIN 611 C.v A 1 OLD II -D31 01 1 ,t GxfD 01 Left 221 S.W. 0th COURT 3 DRAWING No POMPANO BEACH, FL 33M 4 1,, Phone: (864)782-1X320 _ 12-014 —00 L"eraw v oNcaETI ANCHvas `- OMRAL. MN. SEPARATION TO CLASS (BE � 2) oN REGUINEo SEE SCFKOULB ON HV WAIL HEADER INSTALLATION � CONCRETE AHC*M EET (SEE SCHEDULE ON SK13) 10t3) SUSL2) (SEE �GLeS SHEET f0 -EO 1. i- OPTIONAL _. USING 11/4'-20 NUTS i' O 12' O.C. E. 1/4-20x3 Mo I V .230" Max. LNAL t O .280' Max. CRETE ANCHORS SCHEDULB ON SHEET 1� L%t• 1/4"-20 NUTS 0 12' O.C. -mi^• ` e. (SEE W/ 1/4'-20 NUTS 0 12" O.C. SHEk? 13) i MN. SEPA1wm orno TO GLASS SCH SJ gN(SEE tON OR LR ® OEEf yg RMS I ' MINS ON O,u/ WALL GLASS 04 �"—QLAW (SEE SCHEDULE ON IMSM40 ! SHEET 12) 1 I - ii FIV DUAL! HEADER INST' i TION ® JAY wAILHEMER INSTALLATION INS llN.51AL�ATIt?N W MIN. SEPARASTION TO CLAS WE SCHEDULE 0 SHEET 12) POURED CONCRETE CR CONCRETE BLOCK REOUNtEO 1 gfif;�/4" S.S. CONCRETE ANCHORS ACHNE ICREW8 (SEE SCHEDULE ON W/ 1/4'-20 /-' SHEET t3) NUTS 0 12' O.C. r 4 ,/If EXISTING� `- OMRAL. MN. SEPARATION TO CLASS (BE � 2) oN @ HV WAIL HEADER INSTALLATION � MN. SEPARATION SUSL2) (SEE �GLeS SHEET i- OPTIONAL _. Of 1 UBY4' 4• x 1/4" E. D.* am i' '- 1/4-20x3 Mo I V Min. WAD ..EG f43LUP8 T HEAD SCREWS USING 1/4"a -21x3/4' &S. PH VI CONCRETE ANCHORS TRUSS HE/m MACHINE SCREWS SCHEOUu ON (S[! CRETE ANCHORS SCHEDULB ON SHEET 1� L%t• 1/4"-20 NUTS 0 12' O.C. -mi^• POU (SEE W/ 1/4'-20 NUTS 0 12" O.C. SHEk? 13) POURED � NORErf OR CRETE BLOCK MMIRED LR ® INVALL ^N, CRETE Sk14)AN0M0gS SEE SCHEDULE ON O,u/ WALL SILL INSTALAIOMyy".SI'L POURM CONCRETE OR CONCRETE OLACN MOTE MR N!d wumuXXCim- WALL REQUIRED 0 HY WAti...SIILL INS llN.51AL�ATIt?N QUAILS W I HV BLADE. 1- SEE sHEf'i 4 FOR TYPICAL SHUTTER ASSEMBLY HV * E. D.. EDGE DISTANCE � (SEE -EDGE DISTA ON SfkiT 14) ♦ SEE LIMJ)"A110NS=F.R2- . + h�A HY BLADES) f:"LE t .. MOUNRNNT SECTIONS CAN BE COMBINEDBLADE (Ty �i S N A,NY WAY TO SUIT ANY N8TN2A710N. ...—_ FLORIDA 9UILDINO CODE Agh Velocity Hurricane Zone PRODUCTRI3VISBD 02012 EASTERN METAL SUPPLY. INC. BERTHA. HVTm Accordion Shutter System ee lMlIng ode . , .. 8uR0ing Code �° 111. E C Q RED OAKS SHUTTER, INC Inc. v 2 1 BTATEOF� * TILUT TESTINO A ENOINCERINO COMPANY S.W. "ft M. I" Joe, %90* m WIL NDIeoA bile! (Am 0 15) vNe a OA .Y i OLD 11-021 01 to/t3 QATV 01 1$5/11 a DRAMNO No V•'r .ss''.....V•1�r�IA14'PPP Phone t (303)8711--t-te , Fax: (305)871-1031 221.W. M COURT POMPANO ITER w 1Jr. P.E. Phone: (004)782-8325 4 12-014 MWE-B4� COUNTY P.. FLARCA ua. f 4414 a SH W 284 CONCRETE ANCHORS ' PCor E _ (SEE SCHEDULE ON SHEET 14) IN 10 a Ont OR00 t NEWfRED APPLICABLE EDGE OF r, 011MIN I I E%f97,N0 ALTERNATEANCHOR tAWt %10x3/4• HEX WASHER WAID EXISTING ' apt 3/4 MN TEX SCREWS O 12. O.C. i a CONCRETE ANCHORS + % ' (SEE SCHEDULE ON SHEET 14) a EXISM 1 ' ' ' DGEA OF OTASS--i EDgE SLAG F .� � 1/2 1 3GE � APPLICABLE W a01t ATNy.lO1BtE 0. �tI air APPLICABLE 1 i aper 1 OR ®� CONCRETE CONCRETE REQUIREDam REDUAMM FIM HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) V HV CElUbjQ INSTALLATION ® MY L008 (USTALLATION t (DR WALK -OVER INSTALLATION CONCRETE ANCHORS {) (sKTie) OWSTM airy ,x) � >1 �� MTN. SEPARATION ' I �CLAS6SS600 ows (SEE %IEotR.E ON i 12 i ' TO T^—E I ' SHEET ) sH Er 1z) ��. t3 3 ' IL /100/4' HEX WASHER $ M14x3/4• HEX HEAD ; ` 1 0• iNFlA TEIt SCREWS O 1 S" - --- ' f/ ,-, TEK SCREWS O 9" D.C. ji4x3/4• S.D.S.•� OR 1/4'6-20 5.3. M.S. i CONCRETE ANCHORS ! 1 __ - $ +O -- - Max.M W/ NUT O 9' 0.0. ( OaI�ULE ON »F O 9" 0. C. 1 OF /14x3/4'• F.H. S,D.S. ii t /a• 1 7 S7 008 LAB 71 Y' OAC. CONCRETE ANCHORS SEE NOTE 13(b) APPLICABLE POS CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEET 1 ° ROR WM SHACK SHEET 1s) OR CONCRETE BLOOK D ® j�V WA QOk �•AI.�ATIaN TteauS�ro©�l,�Ij�eLK-aVeg INSTALLATION REQUIRED QH�IRAL�SlARA INSTA=101 t (NST LLA ON .DETAILS .W.1 (I jam. BLADE NOTE n:Llr!5iFOR aFsT stALUTroN aHAll ,M BY + j HV BLADES.) AS _APPLICABLE i- fiEE BHEET 4 fVN TYPICAL SHUTTER « E. D.. EDGE CSTAlI•CE REMOVABLE WHEN PERFORMED ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) AOJACENi Tp AN OPERABLE EXIT WIN ATKONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMONEO OR ENTRANCE BLADE ON SHEET 28 IN ANY WAY TO SUR ANY W57AtAA1TON. FLORIDA B 11 No C h Velocity Nurri°one Zona PRODUCTRUMUD 111 ER A• 'srT, x'2012 EASTERN METAL SUPPLY, INC. m ldMgC0 �i�,r BERTHA HVTM L,e9dlog.Cade VTcEtis ••,, 4. -fT -T--•--- RED OAKS "`�""on� - �c * #.IE C Q �N�. SHUTTEk INC Accordion Shutter System ELY. Fx. 0 s M.CV A0. b < V TILUT TESTING R ENOINCERING COMPANY (ASSA If 15) OF * i oto n-osr m 16/11 wTE+ a1/,e/1x aa5 N,tK SaTx. 6L, TH.. a55. MN511xA 6MmtN0. FIAI55L Sa,110 {300)671-1530 . FM T (305)1171-1531 E z Fs'... RIQA,.••' �� a -may WExee990im 2zt S.W. stn COURT 5 DRAWING No �• 5.� Q,�ya' 1' WALTER�A°n°LLLIT Jr. P.E. 719 POMPANO Phone; BEAC(9b4)7a2-9325{a0 4 12-014 MIAMI -DADS COUMY P.E 7fjyy�STONA FWIHM u . / 44167 5 5HEET 6 END WALL CAN our ;mm wAfts QN YAM 11 & 2( iN r 111.1 C 4 �Na. «y «(@PFII GLASS 8 .@.q+ OR «� J us: MIN. SEPARATIO TG Goss — @ (SEES SCHEDULE PTI OONAL (INTERIOR) _ — 6 SHE s ©to t�aot� '0083-T6 AtLOY1 AtOM. AW2 t�4 1rA , 1/2. 00/2' AT EACN ANGLE,'(TYP �.ti I IF /Lox3/4' aM.a m 1Y" Vo -.1 O.C. PULI. LENWiT. FWRIDA 6U1MIG OM b Yale Hurricane =; 111.1 C 4 �Na. «y «(@PFII GLASS 8 .@.q+ OR «� J us: MIN. SEPARATIO TG Goss — @ (SEES SCHEDULE PTI OONAL (INTERIOR) _ — 6 SHE s IF SFE MM ON LOCKWO RSDS ®, NV LOCKS a ar e —EXPSTING1 GLASS INSTALLATIONS LATIOtdS W.1 (1) HV* NO &WINME HV LOCK 0 ON *W 6. 6M SLACK MW NW VAl1D POR ALL COTTER -,u ATMUCATION WITH 110=0 EXISTING GLASS ----------------------[--------------�___ __ 07---31/4' T 6 1/2" T' C��,t� SYMMETRYCAL w/ HV LOC w/ 1 �� u�iO GLASSlAW.1 M If\ 0 (SEE 'lXz)E ON � . L- 0 J.A.3.41, OUT a RIG(5 R OUT PRODUCT REVISED as cmrylybw wktb aw lwWa �a AA�ttanm NNu L- u Dab t otcLtNro1 S Mk1LS-OADE COUNTY 'ya' OUT M W M rr� p ILVY aA�ax©« POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL Q . ®ax �t t oK r R ED SYMMETRICAL —_---_ CENTERM IN —�«(S�i7�a+Xa)f�O�Jya� NIK. ,ARATKxf---- — *wl Hy OPTWNAI, �« �°M1 _ :8: 8 ax (sEE �SCHE�WLE ON `5 INTERIOR - $ • oa (0. a-0. a SHEET 12) 1 4U 1 I- 8 1/2("M`aAifcStA�K I r.fI/ FWRIDA 6U1MIG OM b Yale Hurricane =; 111.1 C 4 �Na. RED OAKSTM SHUTTER, INC 02012 EASTM METAL SUPPLY, MIC. I r r/l C/1TE ©-11M �i©�� (AM III 15) 221 S.W. 6th COURTf POMPANO BEACH, FL 83060 Phonat (984)782-9325 DRAW W. f"A 'ya' OUT M W M rr� p ILVY aA�ax©« POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL Q . ®ax �t t oK r R ED SYMMETRICAL —_---_ CENTERM IN —�«(S�i7�a+Xa)f�O�Jya� NIK. ,ARATKxf---- — *wl Hy OPTWNAI, �« �°M1 _ :8: 8 ax (sEE �SCHE�WLE ON `5 INTERIOR - $ • oa (0. a-0. a SHEET 12) 1 4U 1 I- 8 1/2("M`aAifcStA�K I r.fI/ FWRIDA 6U1MIG OM b Yale Hurricane =; 111.1 C 4 �Na. RED OAKSTM SHUTTER, INC 02012 EASTM METAL SUPPLY, MIC. AccordionShutterSyste 10 H r r/l C/1TE TILLIT TESTING & ENOINEERINO COMPANY S3A4 N.W. am. S1. Sex. ME. W WU GAFAM 4 IuRm 3at01 (305)$V-1650. Pax t (308)7/-1631 "mik 0It"0OaaLaom E6-00o8stY WALTER A. xur Jr. P4 now" Ua 1 uta (AM III 15) 221 S.W. 6th COURTf POMPANO BEACH, FL 83060 Phonat (984)782-9325 DRAW W. f"A 1 -0 t tXl7 i -04t Of 18/11 DATC Oi DRAWING ' 2-0 4 6 SHE s OUT IN fj�EKIS,TNO aAsS ! BLAOE (SLACK DETAIL KtlE1 ON SHEET B. I, +®°RINOICATEO fol.iloo VIN AS ASS UNNERSLL FLOATING MADE �ADES0 DETAIL HOD-WVC WELL ON SHEET 10, NAY BE USED W " THIS ALTERNATE W INQ `0-(D+ o* Sg tae CQUOMON n[MLS ON AW= 11__At= 4)4-4-0.0+6 (0043-T4 ALLori AURA. , AttOI.A 1144 AN CHONOiO CONCRETE nySE ) ------------------ — — _.._ .... _. — ._ ..-. — .--....- — — — — — — — — .� — — _. — — — — -{ 4�110k1%7" S,N.STO AT EACH AlX1LE. (TTP) I �1fNc3/4' S.N.S. O 12" 6.C. FULL LENOHT. * . M f N. * . „ MM. SEP TION 3 30 LACK T(INSIDE) 1 3 HH UAW 30 LOCK T(INSIDE) (SEE TOSCfN WLE12) ON ---- — - — - — - — - -- - -- - c 1 z8 5 2 1 2 2' 1/2' OUT s 1/4" 0-20 x 1 1/2" $.$.M.S. 2 NYLON SCREW HEAD W/ 7/8"0 x 3/32 WINGNUT. * * ® SEE NOTE 8 FOR HV LOCK t3U HV "T" LOCK OUTSIDE ( � / " 0-20 % 1 " $.S.M.S. 1 4 "T" °r' LOCK, ON SHEET a. W/1/4"O x 5/8" RIVNUT t. HV LOCK (OUTSIDE) r SEWES 9444 ALUMI 2024-T3 ALLOY) LARGE TIANGE THIN SHEET NUTSERT, PART M 0520. . AS MANUFAMREG BY AVOEL CHEWY . TWORN, PARSIPPENV, NEW JERSEY . 07004 OR EQUAL, FLORIDA BUILDING CODE(IIIVelocityNureZona uCT ABDmi1dmiI,pSlyCloegdseNW a,e Florida 1'" �4.•�',�.••GAE•N•nS`��`V•~•%.'�� 0801elPPLY, INC. 1351 m H TN RED OAKS Accordion Shutter System SHUTTER, INC O TIU TT TESTING & ENGINEERING COMPANY (ASSA # 1 b) KW. aen. Ill m., a44, r41a„u aAnoTxa ROW 431" Ila ar4aaPTla1 aA E o11M4N 61Y M A0 I OLD 11-021 01/14/12 owe 01/It/12 7L ORIOQ:••'�d► 1`41 Phan.: (30SuT,-10Jo . Am , (305)a71-1531 221 S.W. Sth COURT '-m.& 0t POMPANO BEACH, FL 33080 2 DRAWING No A 12•'•014 •� •�� '� MMMT-DADS COM P Er�ENA1E T�'0°^� WAITER A TAW Jr. P.C. Phone: (934)782-9325 FLORIDA Ua. 144147 4 6 SHEET .. SEE END WAI1 comEcTNIM DETuc ON cmgm 11 & 20 oUT IN rr,-EX�T9� GLAsg INSTALWt0N In HYD `®a Wf HO CENTERMATES —EXISTING CLASS ®•�a0--- -------------------------- ( Te W/� AL/UM. iAPCOt111WCHOR6 i�M.e. W 19• MIN, S NUTXIN (4) H.V. (OPTIONAL) .1 o 61 �8� I bG (sem scHEDULE PINS (TYP.) IN (4) H.V. Td (rte ON BH 12 4 e 6 1/2s PINS ( w a 6wT; * SEE NOTES ON LOCKING RODS ® do HO ® LOCKS ON SHEET S ** UNIVERSAL FLOATING SLADEQDETAIL HOD -HMO IS VALID FOR ALL CENTERMATES APPLICATIONS PATH SLADEO PRODUCC RUVISBD as aaamlyla6 wR6tlro Pbmgk ULWI-DARE COUNTY A. y 01- ,11 * TILLIT TESTING do ENGINEERING COMPANY JT7 N.W. 3M. W. Wa Vk WOW GAM , WAWA 331" phw's : (NOli-1630 . Fos I (306)671-1651 11� v-nrolx 1MNoseoolwm ".Q0-40067 11/ WALTER A. 7ILUTt*. PR. I)'17.4TE FLORIDA Lia / 44107 RED OAKS SHUTTER, INC (ASSA >w 16) 221 S.W, be1 COURT POMPANO BEACH, FL 33080 Phone! (984)782-9323 - 31 a( HQC--MVC CENTERM TES oR a $ •7 ssl)l a ie (Nigh Velocity Nuir(oone Zone) 1 EASTERN METAL SUPPLY, INC. 3ERTHA HvTM dion Shutter System mrmtt Gxex. w /ADBv%�Eaf7 it -021 Ot 10/13 MT[. ai 16 12 DRAVNNO No 12-014 POURED CONCRETE OR POt1RED CONCRETE POURED CONCRETECONCRETE CONCRETE BLOCK MALL OR CRETE OR CONCRETE REQUIRED BBLLOCKK WALL REQUIRED BLOCNCRETE OR K REQUIRED BLOCK WALL REOUP EXIST1NO GLASS[ /'`` EXISTING GLASS CONCREXISTING GLASS "'j T — '7 / 2• MIN EXISTING GLASS O 18' G.C. � 8{;P/AAiION —! � i• �/ i Z' MIN. SOHIMM ON Hi �EI' TO fAPSS (8FE 12 POR BIIOE�MIO W ( TO GLASS (SEE i SCREDULEBu�bE(�� t ,8 N3 MAX. W12 FORE S2 MUL15 ON S" FOR ON sw 26 PV (6063 -TO) CONT, °°�a I 1 SFEET '� AW t2 2626 LOCATES DE Ii1 A_%a PLATE (LOCATE 1MIN i/ 61JDE3 (D tk > Ern g) + 1/2' µN, OF ) { ♦USE 1" OR Z" MAX. ' - 0100/2' SA1.S. ' (AS APPLICABLE)x2'M1/6"XO'-2" /00x,/2• S.M. _ -- O 18' O.C. '�_ ALUMINUM CUP ANGLE O 16. O.C. "'�' 4 (6063-T8 ALLOY) AT MIDNEICNT (1 f 10xi/2• &M.S. TO (D 6t 4 (231/4"9 TAPCONS ANCHORS TO & OETAL X WAIL AT 1" OC (LOCATE AT SIDE QOTtN OR(GV EITHER SIDE OF 0) OR OR (v SEE DETAIL X FOR OR � TO TRAOKB � a a ♦®e. SIDE COO tE OKPIs a"4.7' w •0a 0.,6a ♦ w ♦ :0 SIDE TO TRACKS 4 wO®+ .O9w1S71♦QTO ®r -- .L/EXISTING GLASS v TNI �t d TO LASS (SEE ON vsET 12 FOR AND CON ON ts1NEET 2O ANCHOR O BU➢E6 mk 1z' o.a ANCNN 16" O.C. 1 2 MIN. 2MIN. x2• AU POURED CONCRETE OR OR w(�w en •®a CONCRETE BLOCK WALL V715B.' REQUIRED r r 3,• w w w CONNECTION DETAIL ®PRODU.®a NeN'�0roostptyCTIREVISED inawKhtheRiotids: _. B98tu1>B Cods T � .�►' •••�(jE �i4�S •.,, QR MAW -DAM WJ147Y PS E .t W-.yq_%w_%v ei.-•y ® BONNE TION DETAfL END . ��N RETAIL O ♦ REQUIRED ONLY FOR SPANS GREATER 7-12'-0" POURED CONCRETE OR CONCRETE BLACK WALL— O 5S 4 ---- - - 4 REQUIRED SC4EDlN.E ONS%�.)l..-... = --- S4J'R i�OR 1/2 MIN. 12 POR s , AND v - - - ---- -- 1 4 O w SNEFXV Sm u EEET � FOR �, '"^• .7���® .i,AINu.-J. %Cr NAIL X w .®rEND IN ALLATION • . + w ^n A A-1 UV WINDOW BLADE INTO HV IRLAr%L FLORIDA LDING CODE h ValoCity Nurrlaone font 02012 EASTERN METAL SUPPLY. INC. L -- RED OAKS BERT A NVTM SHUTTER, INC Accordion Shutter System TILUT TESTING # ENGINEERING COMPANY (ASSA # 15) M9 a 6E DRDAI ev: A AG 6 N.W. 3M. SL, Wk. M. VA M ONI NK noNOA 33IN 1 lrib I1 -02i 61 14/12 OAl[: 01 1e/12 Phom t (305)071-1430 . Fax : (305)071-1331 221 S.W. Rh COURT = DRAWING No ' �00000e06719 esw POMPANO BEACH. FL 33080 12-014 WAITER A XW Jr. P.E. Phos: (954)782-9323 FMOA U. / 4i167 ° SHEET -- SCHEOIILF_ 81 MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) FOR INSTALLATIONS W/ k 0, or or W ONE HV LOOK or r ®or yp LOCK �W/ NO LOCKI ROD iii CENTERMAT�S ¢¢¢¢¢¢������ do W/ E HV LOCK W/ TWO LOCKING RODS TOP 4 BOTTOM ♦(SEE NOTE t) AeD N CONCRETE & WOW INSTALLAIMS U 1(iAt"? ' WALL MOLwTwG N bUNiGNOCE141NQ 30 IN 31-7 L- -O LN 13 -2 - Lad 147 34 12'--8" 14-t0' 12'4- 2-8 40 40 40 12'-3" 13'-10' 12-3 13'-10" 45 it' -if' 1 -1" 11'-N I3' -i• 50 Ira i2-5" it -r 12'-a- 55 t1'-4" it' -10• 11 -4 Ii' -10" 60 8'-3" It -0" 111-4" BD 10'-}0" f0'-10' 1(1- 10' -IO" 70 10'-8" lo, -S" 10 -2 7'-3 75 7'-4" 8-11 126 7'-3" a0 9-10" 7'-1' S.-8" 135 80 9'--6" 8'-6" 6'-10" 5 -ti g0 9•-3"9'-3" 5'-9' 150 05 9'-0" 6' 7'-0" 100 100 8'-9" B'-4" S'-8" 105 8'-7" 7'- 11' g'_; 8'-4- 110 a'-4" T-7" 8-2 T -it• 116 8'-2" 7'-3" W -O" 7 -7" 120 8'- 0" 8'-11" T-10 T -4' 125 7'-10" "-a. 7--6 7'-0• 130 V-4" 0'-5" 7'-8" 0'-0 .1385'-6" 140 7'-5" 5-11' 7'-3 0-3" 145 T-3 5'-9' 150 7'-2" 5'-7" 7"-0" 155 7'-40* S'-5" O'_10' 160 W-11" 4-2" 163 4'-10" S'-1" 6'-6" 5'-4" 170 4'-9' 4'-11' 0'-1* 6'-2" 170 1 6'-7' 4'-9" 8'-5' 5'-0" ISO 6 -4 iv -o" 4'-4' ---4'--lBr- 185 4'-6' 4 -6" W-3 4'-9" - 190 6'-4" 4'-5" 6'-2' 4'-7" 195 b'-3' 4'-3" tl'-1' 4'-6` 200 W-2" 4-2" 6-0 4'-5 205 6'-0" 1 4'-1" 1 07 SO4MMLE 82 MAXIMUM SHU7ER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATION W/ W/ R ONE: LOCKO OCKIN OR WJ NO RODS ♦(SEE NOTE t) INSTALLATIONS 0 NAaIIOW T".W WKL MOUNIANG4 LN N L-61 30 12-3' 14-9 35 i t'-9' 13 -4 40 12'-7' 40 12'-2' ib' -2` 80 to' -9" 11 -5' 06 10'-6' 10'-11 40 10'-3" 10'-8" 45 10'-0• lo -d' 70 91-8" 9 -a 76 9'-4" 9 -a 40- B6 a'-9" 8 -9" 90 $'-6" 8 95 8'-3" iW 8'-1" B'-1 105 7'-11' T -it" 110 7'-B" 7 - 115 7'-6' 7'-3 120 7'-4" 8-11 126 7'-3" 0'-6" 130 7'-1' S.-8" 135 1 0'-11" 6'-2" 140 6'-10" 5 -ti 140 4'-8" 5'-9' 150 6'-7" a -7" 153 6' 7'-0" 100 6'-5"100 160 6'-3"170 165 0'-2" 6'-4" 170 W-1"160 R4- 175 6'-0"105 W-0" too a'- 1"190 5'-10" 186 W -f0" 4'-8" 196 5'-9' 4-3 200 4'-9"1 4 -2 206 6'- " 111 4'-1 MODUC17RBVISBD osoomplylegw4h ba Florid: B4I16iogN:odo e .� AoosptMtae� 6Contlill MIAMI -DACE COUNTY SCHE77Ut-v Ms AXIMUM SHUTTER SPAN* 'L+" R "L-" (ft.) INSTALLATIONS As W/ TWO HV OR OR LOCK5, OR 0 CKING RODS TOP/8 0 / NE HV LOCK () OR � R • SEE NOTE 00011511 mm AJ4Og9I IN 0 x U10 fA,sMJ (« 00. '1 ftwvm%m M wma Lt N L- 30 13-1 78-0' 34 12'-7' 40 12'-2' ib' -2` 46 11'-91 T4'-3" 50 11'_8• 13'-7" 55 10-3, 12'-11" 60 11,_0" 12'-4" 64 f 0 -9 Iv -is, 70 10'-7" ii_w 75" 80 10'-0' 10'_S 85 g0 91-6.1D'-1" g6 9'-2' 9"-10" 100 9'-0" 9'-7^ 105 W-0.91-4" 115 W-4' a' -it' 120 8'-2 V-9" 125 8'-0" 6'-6" 130 T-10" 8'-1" 136 140 7'-7' 7'-8' 145 T-5" T-3" 150 T-4" 7'-0" 1854'-9" 160 165 7'-0 6'-4" 170 6'-11" 1 6'-2" 175 4T-9" W-0" too a' -B' 5'-10" 186 8'-7" 4'-8" ISO 6'-8" 5'-6" 195 4'-5" W-8" 200 6'-;• 8'--3" 205 1k NOTESL - (i) L+: MAXIMUM ALLOWABLE SPAN FOR A OMEN P09111VE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A OMEN NEGATIVE A.S.O. DES ON LOAD. (2) PROCEDURE to DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CMUNOt GIVEN A POSITIVE A.S.D. DESIGN LOM. DETERMINE MAXIMUM SPAN `L+' FROM 8011EDULE. GIVEN A NEGATIVE A.S.D. DESCH LOAD. MTMMXNE MAX" SPAN 'L-" FROM 11011EDUL L FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO 7HE ISBg80l DEIERMWED SPAN BETWEEN 1+" AND "L-". (3) PROCEDURE TO DEIERLYNE MAXIMUM SPAN FOR 0ONI 1 TIO WA IN BETWEEN LL W/ FLOOR/CElU4G MOUFOR A W404 POSITIVE A.S.O. DESIGN LOM: DETERMM Lt+- MAX. SPAN FOR WALL MOUNTING 94STALLAT10N8. L9+. MAX. SPAN FOR FLOOR/OENNG MOUNTING INSTALL4TWN4. FOR A OTM NEGATIVE ASA. DE81GN LOM: OCL' -TE -R MAX SPAN FOR WALL MOUNTING 1041A710NS. Ls- MAX SPAN FOR FLOOR/CEIINO MOUNTING INSTALLATIONS. FINAI. MAXIMUM ALLOWABLE SPAN IS EQUAL M THE MINIMUM BEIWF.EN "L1+". 'U+".11-' AND As-" 4 WTO ANCHOR ---ULE WITH F444 MAXIMUM • SEPARATION 1'O CLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WI119N THE FIRST 30'-0" ELEVATION OF BWLDING MEASURED AT SWOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0' ELEVATION OF BWLDINO. MEASURED AT BOTTOM OF SHUTTER IS 3", pSHLMM LIM SEPRATION ID O hSS SCHEDUI E: W/ ONE LO��i..WITHO WITHOUT LO(9ONO R40S INSTALLATION W/ INSTALLATION W 1103 On LESS_ at05" To ml 3 va% 4• ALLOYED SE 2 /J�2 L0 �jyy� �y 1� 1'EO VAUJEB FtlR HVi�A'(F. WAtE$� SHUTTER SPAN ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN LOM TO 1LE 2 3/4" w DETERMINE MAXIMUM ANCHOR SPACING. > 3 1/4" tOS" TO MAX au� ALLOW 0 MAXIMUM SHUTTER SPAN "L+" OR 1-" MR '"# USE 2 15/15" FOR HV i LOOK INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 tot USE 4 1/8" FOR HV 'T" LOCK pot. A.S.D. DESIGN LOM, USE 91OCATE D VALUES FOR W CEM 'MMI AMON LrCWN[ + . 14 V ENTFAMATE 3 Y BE 3 3/18" 3 1/4" CORNER C MA USED AT ALL MOUNTING INSTALLATIONS. LOCKING OONO101 A 1401M WOOD SPECIFICATIONS SHALL BE AS INDICATED ON WALL A. B. C p E. M. N. 0 S I P, Q R. MANDATORY CONDITION %2 NOTE 00, SHEET 5. MOUNTING F, K & L V. FLOOR/CEILING 0, H, I de J, T. U. W d1 X. un wnun A. Tit ,ENSF :�� TILLIT TESTING Nk ENGINEERING COMPANY P11E Ut s see W. 3eu. out., me aba MW4NN gMuexe, HWItlA 331H 4A PheM i (305)871-Ia30 . Fpe t (300)471-1tl31 QRIQ.,: •�"jANN4� s-malN 91=712 o"m 1' EB -0004719 E FLFLOM17A W.U7j 441 E7 w HV BLADE ONLY RED OAKS SHUTTERl INC (AUA # i0) 221 S.W. 5th COURT POMPANO BEACH, FL 33060 Phone: (984)782-9325 Accordion Shutter DRAWING No 12-014 A. Tit ,ENSF :�� TILLIT TESTING Nk ENGINEERING COMPANY P11E Ut s see W. 3eu. out., me aba MW4NN gMuexe, HWItlA 331H 4A PheM i (305)871-Ia30 . Fpe t (300)471-1tl31 QRIQ.,: •�"jANN4� s-malN 91=712 o"m 1' EB -0004719 E FLFLOM17A W.U7j 441 E7 w HV BLADE ONLY RED OAKS SHUTTERl INC (AUA # i0) 221 S.W. 5th COURT POMPANO BEACH, FL 33060 Phone: (984)782-9325 Accordion Shutter DRAWING No 12-014 HV BLADE ONLY RED OAKS SHUTTERl INC (AUA # i0) 221 S.W. 5th COURT POMPANO BEACH, FL 33060 Phone: (984)782-9325 Accordion Shutter DRAWING No 12-014 SILL MOUNTING I Cd)CE1UNG MOUNTINO e J2■ '� SERFINT BOWIWEKTO: POURED CONCRETE OR CONCRETE BLACK SItBST & 8 To (A) TO EXISTING POURED CONCRETE` (Mk. ro . 3 k1l) 1/4'9 TAPCON DR TAPCON WITH ADVANIEO THwAwm TECHNOLOGY AN*m. As MANUFACTURED 8Y I.T.W. eam. (Mia. ro - 3 kd) FLOOR MOUNTING - 1/4x4 A 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT 8 SPECIALTY COMPANY. Om. ro - 3 kA) - 1/4I BLUE TAP 00NCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC, (Min. re - 2 kIQ Z75 120180 20 p 6 iTHREADFORM 4 8 0BLUE p i a• EMBIOSAENT TAPCON OR WITH ADVANCED TECHNOLOGY(MkL ll. I—. Arvrnw.a na wmww.,-cu eT FOKRS FASXE "Eaa. Or,, " 0iS1.a.EU OV ALL rvm,o%AEW, SQU .IALXf COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHWpZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ra . 3 k•I) NO�MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS MID TAPPER+ ANCHORS IS 1 3/4". AND FOR BLUE TAP W/ CAP A 005 19 1 1/2". E ALL POINTS SOLW/ CASET TAP' W/ CAP TAPPER+ ltlluv9C:J L:11MaY 111111119111"""=mmmnm"wm1T7QII[d][7O[[= ""mm"Mm na.LL'.IL::7NI MAKA" m1LA&ALS]L•'J[>•E7p Q7m[1[7�mum®[(71m[ni71nummmr1071[7 O TION TNR 1!vpm� NJ POW WA SET MATM W/ CAP I w[L)t1El[FJtlf .W" "" nla"ml[m mmuk37rT1�S7F1l7ta[mtA7nL371IeL]mm= 4'CONCRETE E 8mw 2 1 [O[[]GEl2ElO2a27 m[L?IQ]�idlt]:1K�Q m�7[;ii,BE2E7Q1R7C: Iua�cFSE�QQica Ic21[u1�1E1isN[I�acaol tr[I1t��T1T1iall1lT�r�1v I�amranmrar�am[�mnn[ac�Q mr�mrauanoQ IE]c1GlEi1FF:7"=mmmwr32[S7t2EDo 1n [aoaoQQ sE>tE�>�uQcaQ mEEiCIl]2L7L372i>2TaQ mE)lQut�nQQ II]U�DESJ1OQ2r71u[ticFllmGt.][aoIllLti [tf[TluLtfEl[?i2�CE �mooQ�aQ mm[nomlEs)IOQ mcA�E;J2�mnlo2sa �mnr�[estQes ainmramn�aao2le2 mnL,n�cal�noe:,Q Q3t7ES(mmmm"E&7iSDOCIIQmmmm"mm= 6ddu7"=m==m[Ll[liiOE 2gQK2m"ma m== D NIUKAUl oQ m�3lwn[)f72i7AQ m�no2n1©QQ um mE37000 0[E]Fd]O�E1QQ [I )f2t]�pE11Q20Q [OiT7[7G7L7000 mlid]r.)•rnn[ssaQ T](7EF]Ol7[lOQQ m[•lEm a m�ll�tE]FF.32C�pQ[F111m IF)lO[21E]!QQ ®QIICf�7vOm[E#DfipILS7gO mLAIOmL£lE >QQ i70C21L7000 [F30(1EE7LfQCiQ E3ii�E7 ]E7000 1170C11QQQQ mi11132iiL2[CL]Qam �1�i][t]L£IE?F�QQQ [�[ff•.1QQQQQ mf3E]FiF7[l[>rQ�7Q [F3[21fJLl;7ElQQQ ®mQQo)Qo mme�ea�QOQ [�smes�u2r,>taoQ �1�e�QQeaQ m nL�QFa2QQo r:>.nom2a[000 &][I<QQQbQ EI3[2]TE][7©t�qQ ZA[7[�®OLaQ1121 E]QQR7QCECi •L»iLS]!>titilE)L7C�Rii2A [LE[T':1tZ]EfSETJQCfQ u�oQIQQQQ mur�mn2mQ2nIIQ [Y7�12(1Ct1[SQQQ mAOQppQ mf1�[O©E7QCBQ iE7Qi70E7C7OOO 37OC�000Q m1�QEOEQCI�Q ®+72[7�<7QQQ m""1 QAtiQQ ua000[o2ao u�2r�ue�l2acuoQ mI�[eamo2aQQ �faaucalRal�Qsa mr�rx�e�2aoaaEo a�[o�Qs�Qo[Q ca2�ur�oolraQ u2l�mmsaoQQ mooeaQlla[Q v�o�QOQoi muL3�Efa2taQ�ac[ 2uuuNlsal2aQcalEa r�rmlEra2orl�Qnr� OA QQ Lar�uE:<•[IOEArcaQm mK1[)1C21C>1RiQQ 02i00mm"1011O�C21Q617[7E>QAOQp L7OQ000Q viiafiOOla TL7ppR,11QQpIC1 3lF][3JL":[C1r0O2-7Qi Cd7[1iL21L7RlOQQ aralmo2�sao vv[aQr.>tQA 47QCi[II"7QCN[Q �ca�1�oQQQQ �uralQsac[I[eaQ (IIJIEaL1QQQC/Q <iLSJEldOiiliiQd [r»ti2L>1Q2�QQQ rac�2t�acaQ2r'71Ei �WizaQCtOQRi MIAMI -DADS COUNTY A2) MAUNA EMBEDMENT OF 1/4 • " 3/4 ALL POINTS SOLD -SET AND- S1NLL BE 7/11 INTO THE PWiEb CA7HNLIET . NO INTO SNQCG SHALL BE PERMITTED. 1/4-V-20 S.S. MACHINE SCREW USED SHALL SE 1 t/2" LONG MINIMUM SHOULD sTUO00 EXIST, AND 1" MINIMUM FOR WALLS WITH NO STULOO. ♦ 8EE 7TONI OF USE FCR A3) IN CAFE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VMeM BE FOUND ON THE EXISTING WALL ONF�pOF� bLAOF ISN S"m 28 ANCHORS VALL BE LANG ENOUGH TO REACH THE MAHES N STRUCTURE BEHIND SRO WALL FINIS. ANCHORAGE SHALL BE As INWCATI9 ON HiBTALtAAT10ND A.2)TO EMOVE, FS MRIN INSTALLATIONS �iW�IM SIDING OR En W� OR WSIHWF METAL STUDS CONSULT THIS ENGINEER FOR (8) TO EXISTING CONCRETE BLOOM (ASTM 0-1W)) - t/4"9 TAPOON OR TAPCON WREN AMMU TINREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY ,T.W. BUNLDE.X, 1/4"# It 3/4" ALL POINTS SOLID -UT A CHER$. AS DISTRIBUTED BY ALL POINTS SCREW, SILT & SPECIALTY COMPANY, - 1/4"9 BINE TM OONCRETE ANIXHOHS W/ OAP A5 NMHUFACNREO BY iLORIDA FASTFAERB OIiEDT, RSC. I/4'k TAPPER+ ANU:HDRs A2 WNUFACNPfil1 BY P1AAE7i8 FABTENERB, INC. AN6 DI9IPoBUTEO BY ALL PCKM SCRON, BOLT 41 SPECIALTY CWIPANY OR A1NY OTHER APPROVED LICENSED OR AUTHGRRE,D VF7IDOR RE�IRSIERED NDH THE AIEPoCAN SHUTTER SYSTEMS ASSOCIMION, INC. Nam ILI) MINIMUM EMBEDMENT INTO CONORETE BLOCK OF TAP(XK BRAE TAP W/ CAP ANCHORS MID TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREAOFVRM tEOHIIOLOCY ANCHORS 19 1". 8.2) MINIMUM ENBEDIVENT OF 1/4'0 9 3/4' ALL POINTS SOLIC-SET ANCHORS SHALT. BE ENTIRELY EMBEDDED INTO THE CONCRETE SLOCIL NO DXMDM04T INTO STUCCO 94ALL BE PERMITTED, 1/4" 9-20 S.S. MACHINE SCREW USED &ILL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AMC t" MINIMUM FOR WALLS WITH ND STUDOO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER FE FOUND ON THE EXISTING WALL OR FLOCK, ANCHORS SMALL BE LONG THOUGH TO REACH 114E MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE $HAL 1.E AS INDICATED ON NOTES B.I) rk ABOVE. FOR INSTALLATIONS ON VINYL SUNG OR ESTU FS WITH OR WITHOUT METAL DS CCNSULT THIS ENGINEER. FOR NSTALU M) WTO EIFS WITH META, STUDS SEE SHEET ;HI& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'$ MANUFACTURER. (D SEE pOHEODUF BELOW FOR toot DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. zpar OISTANOi yrmus SPACING > rauLI FOR ANCHOR!, AC1�8�• • FOR E. 0. LESS THAN THE INDICATED, REOLM ANCHOR SPACING MA WLMPI. SPACING >4 ME GASB R OWILE OWWR NITS INDICATED _IQ= SPACING OBTAINED M AACTOR SMALL Not O TION TNR 1!vpm� NJ POW WA SET MATM W/ CAP I TAPER IN MIN. SPACING E.D. BLOOK 22F101110 CONCRETE 4t 0000" 1/ ODNCX mpWOK OONCRETEMDGw It 1.0 MIN. SPACING - S MIN. SPAONO - 3 SPACING - 3 1/2* MIN. SPACING - 3"F43 4'CONCRETE E 8mw 2 1 OAt 1A 1A 0.71 IL ECO TILLIT TESTING & ENGINEERING COMPANY M abr. JEW. R, am. AOL MAUNA weaza, ftwu "to Phone , (308)871-f530 . Am ! (305)871-1831 •-ma8: tulame Ol.aam E5-ma?to WALTER A WHIT Jr, P.E. FLORIDA Lb, % 44107 RED OAKS SHUTTER, INC (ASSA # 15) 2211 S.W. 5th COURT POMPANO BEACH, FL 33000 Phone: (984)782-9325 2012 DRAWING No 12--014 { NOTES ON ANOHOBS R O IIR M NTS• WOOD S RSTRATE5 1, N040M TO WWLL FLOOR ON SOUD WOOD SOMI %HALL BE AS FOLLOW& - 1/4'8 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY A009TRS, AS MANUFACTURED BY I.i,W, BIRLDEX W/ MNBMUM THREADED PENETRATION AS INDIOAITD AT EACH SECTION ON SHEETS 18 $ 19, EXTdEPOWk SEE NOTE 2 BELOW, 2. ANCHORS TO HOLLOW CEW,INO SHNL BE AS PER MOUNTING TYPE U. SHEET IS AND SHAD. CONSIST OF LAO $0REWS AS PER N.D.S. 200% SPEOMTION& 3, SUBSTRATE SHAu CONSIST OF THE FOLIONIft -SOUTHERN PINE No. 2 W/ 0-0.55 (Naz) -D000A8 FIR W/ 0-0.80 (N.D.&) -SPRUCE PINE -FIR NORTH W/ 0-0.43 (N"D -SPRUCE PINE FIR SOUTH W/ 0..0.38 (NA.B.) -MIN. I/Y COX PLYWOOD (1988 AA) 4. 0"ONS SHALL BE ORMAL ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOINCATIONS OF THE PROOUCT ROVISED AS mmpydmgwith iheFla(9c GAca ewe No O ARM. aMaza—ma. NWA-DAOE COUNTY r .v �.• \puivaL` -•,•� S S IO�I I�E C O ma. TILUT TESTING k ENOINEERINO COMPANY ., .? A `ass/tiNA1 c��1T1411 • 1 P.E, OM/b11RCr/OATE N.w, aw.. M., sa, ibe, w«aNu aNAuae, rLanWA a31a PIwne v 130.7)871-1830 . PIN t (30871-1631 U- Loom WALTER FI.ONIDA U.. } 44187 ♦ am LWJjAT10NS OF USE OF GLADE UT"S MEET 28 RED OAKS SHUTTER, INC (ASSA # 15) 221 S.W. 5th OOURT POMPANO BEACH, PV 33060 Phos: (994)782-9325 02012 ORAWINO No 12-014 L_J Ea ' . —TW F: SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 2 W MIIgN. G@R0.55, FIR NORTH FIR SOUTH MAXIMUM DOUG GS 0l50W� W� MIN. G=0.43 W/ MIN. G-0.38 SPAN / * TILLIT TESTING A ENGINEERING COMPANY (ft) 5,0. WALL OLINTINOS D.C. WALLNTINGS B.O. WALL M NTINCS M O,r �••: %CtORIOR�'7• �H,,a j,%� v TAE ASA. OEM LOAD RK A,&D. OEM I= (031 EOATWE A&D. OEM LOAD (PM. - 4 113wel * NOTES ON ANCHORS REQUIREMENTS: WOOD 5U99TRATES, I. ANCHORS TO WALL, FLOOR OR SOLID WOOD $MIT SHALL BE AS FOLLOWS; - 1/4'6 TAPCON OR TAPCON MR MOMCED THRFA):OSA TEOINOLOY ANCHORS, AS W 6WACIURED BY I.T.SL BUSLIEX W/ MINIMUM THREADED PENETRATION AS INOCATED AT EACH SECTION ON S149M IS # 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILNO SHALL BE AS PER MOUNTWO TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2003 SPECIFICATIONS. 3. SUBSTRATE SWILL CONSIST OF THE FOLLOWM -SOUTHERN PINE No. 2 W/ 0-4.45 (N.D.S) -DOUGLAS FIR W/ 0-0.50 (N.0.&) -SPRUCE PINE FIR NORTH W/ O•o.43 N.D.S.) -SPRUCE PINE FM SOUTH W/ 6+0.36(NAS.) -ASN. 1/2' COX PLYWOOD (1980 APA) 4. ANCHORS SHALL BE INSTALLED FOLIOWIO ALL OF THE WECORMENOATIONS AND SPECIFICATIONS OF THE htbsFlorWa (� �.. B ao ICode �,•••••••• AN4P1A6o6No -o e •••,,. ✓ $ r /1�166M#�4 �G ► 6 C `i INC. / * TILLIT TESTING A ENGINEERING COMPANY ` Ilaft NW. 3N,. R, W. aha VVWMA OAIRCWIS, NAMM MIN Fnwr : (306)671-1630. Fox 1 (306)071-1531 MIAMI -ADE COUNTY' O,r �••: %CtORIOR�'7• �H,,a j,%� TiN.TaRA lOD0117 °. P.E FLOWd1 Lb, j 44167 RED OAKS SHUTTER, INC (AW f 111) 221 S.W. 6th COURT POMPANO BE". FL 33000 Phone: (954)782-9325 (High Yeio EASTERN METAL DRAWING No 12-014 Q HV NU N ae R INVALLCION EXISTINO T- NIN. SEPARATION � I - V 'x4' CONT.SCHEDULE—" 000 PLATE ON SHEET 12) '� `_{� 1'APCON oft X WON OW TECHNOLOGY 1j2 MMA TD iIOH IO WOW HEAAEIL ICHECULE ON SHEET 16) ® 1• HWL 1/4"10-2003/4" S.S. MACHINE SCREWS ,�W/ tIV--2o NUTS a 12` D.C. lingliffil / Vo@ L-.J� t-"i;�91�::U•.at+lii/ f1NISW ( a w EG1pgTe WAERyRpWOOD 90MMIN.ED MIN SEPARATION , 2"x4" CONT. SPLATE REqO.TO CLASS 1.1!1 ■ ON SHEET 12) j! ® NV W LLNFM�R INSTS�TIQN r MIN, SON ASS dlASS-� (SEE SHEET 12) ) ON sREEr 1x) r 1/410-204/4' &S. MACHINE O w/ / O .. 20 NUTS 0 12..C. --� I @p HV WALL SILL INSTALLATION am t A O 2'x4• CONrJ : y 1.` — - - :� C L.EO F' ® WOOD PLATE ) } F'GDX.ALL 'oaR1 4Y rA0G0N oRTAA 7Ap0pN WITH AdWANCE0YHREAOPORM TECHNOLOGY AM 0 WTFJJMAZF pECN4EITNRAYOPi-SEEUfTSHERT S i TYPICAL PUre 'X+ WJ 11/2' MM. PENE(RATION (SEE8QHEDULEQ7SHEET15)E%ISTIN6 YIN. 2'x4' STWS TNR�EDAREAINTO PLYWnGNOOD. 2^MOUNTING SF&TIONS CAN BE MBLY,a• ' . � • f l ONO T OF WO0O PLATE. (SEE SOHEOULE ON SHEET 1R) OOMSINED IN MIY WAY TOi/2' MIN. CAX PLYWOOD REVIl 0 1V D T. •ATT CH6tl TO9/2" MIN. FINISH SUIT � a1STA LATICK `(SEE SCHEOUIP ON aHEEt 18) xLa m MIN. 25x4" STUDS O 14' OA. MAIL REOb. STUDS IN AoD9RDMIDE WITH PLYWOOD REo'D. WALL SILL T!:Ie�ATIbN PLYWOOD M BE ATTACFED TO STUDS S4 AOOOROAH0E SECT1oN 2111 OF THE F.S.C. ♦SEE TNX98 OF URE OF W17M SECTION 2122 OF THE F.B.C. P WV WAIS Sl�fw INSTeiI e�TIbN @ HV WALL SU INVAL MON � � � FLORIDALLVING gQ" (Wh'Vojocjty NurTteone bane 07mA .02012 EASTERN METAL SUPPLY, WC. RSD OAKS �tRTNA MVTm Bxdtdrgcode y1 CEN$•' 'Q A IN.4 " •v `�`'' SHU7T�R, INC Accordion Shutter System H. 81 12 BY / zed * TILLIT TESTING & ENGINEERING COMPANY (ASSA � 10) INrIWFI an Mav AA /y AF. 36M, S. SM. 704'"mAoakum FLOW 371100in 0I11O 01 IR/IZ ,�FN F9wn.: (XII)V71-11W. Ax :(305)811-1531 oat S.W. stn CART DRAWING No �"(`''tiFt0R104.•° 9�. ate .-mens W1w1004eLa10m POMPANO BEACH. FL 33060 EB -00010713 12-014 1 WALTER A. W"I P.t Phorw: (984)762-9326MIAMI•-DADS COUNTY TE FLONDA Uo. 1 44167 HEET (SEE SCHEDULE ON SHEET i» 1�(SEE SCHEDULE ON SHEET 16) vow w vac .. y 1,M � =V BLADE ON af1EET 18 '� P� ,qV jALLATION N���� ® HV FLOOR_ JNJ=ON FLORIDA 8U WING CODE (Nigh YeiDci Hurricane Zone) PRODUC'FRT3VMD ,,011. 11mPloridA ,,�,:, CEIVSF �.;'� -, ��� "°s°' -0 No. 11. B C O �LWe. RED OAKS SHUTTER, INC 02012 EASTTBW METAL SUPPLY, INCA BERTHA NV,�1 Accordion shutter Systeem w HSI of �e ri ,\\ yy'se ..t•�G,\1111 MIAMI -RADE COUNTY P. �Mid�i �� TILLIT TES71NO & ENOINEERINO COMPANY M H.M. Jatl,. W., VW. X& ` R010A 9AR000, FLOPo6\ $3148 PNem (a6ajert-Taco , Fax s (,30)6/1-1031 �-malk tl8-000671009 .eom WALTER A TUIT I P$. FLORIDA Ua Itt a7 (ASSA 0 15) 221 S.W. 8th COURT POMPANO BEACH, t1 3dO80 Phone: (994)782-9328 W RAWOn ILc.v. AA. •sa aaTh CUDIL CLC 11-011 DAiCt/i 17 t 16t/la/tE 2 OR�fAWING No 4 b-0� a SHEET a9 OE 26 I! 1/x +torets lL.e. — 0.� it Sx! 0fl'AIL R FOR wow& $IVE COMM •A®w(®�'� �w ®•31*30 !•®w END CONNECTION DETAIL END CONN=ON DETAIL PRODUCT RBVIBBD -0-00"s witlt Ih6 Plo" s=ICM*d MIAMI -M COUNTY SM M .0. ON DEFAll- Q END -CON0900N DETAIL Q iS ► �► �>r a :S , e ► A O i �ioxt rt6 1x"ttv°Nax� � i \��`�►\\�.� _ ------ . CII'/�Llwwwl ,� ,a ti a.. i.n ..•n^ J, ,h.. i'4"S _,x... .. n 'w. �] "'t � ... y -.__..�� IIyy��.._ h'. I! 1/x +torets lL.e. — 0.� it Sx! 0fl'AIL R FOR wow& $IVE COMM •A®w(®�'� �w ®•31*30 !•®w END CONNECTION DETAIL END CONN=ON DETAIL PRODUCT RBVIBBD -0-00"s witlt Ih6 Plo" s=ICM*d MIAMI -M COUNTY SM M .0. ON DEFAll- Q END -CON0900N DETAIL Q 2 B.N,I. N �at �ioxt rt6 1x"ttv°Nax� 4 C ------ (DOR 4' Nlfi txOOe _ wOw®&�(j�'®w 06 RxQ'0. FIRM tat �� •+•nwwu..+ �• QUAIL END CQHyECT10N DETAIL ® FLORIDA xFrrxurr aii.� RED OAKS ITLT'C Q �1]�C. SHUTTER, INC TILLIT TESTING Q ENGINEERING COMPANY (ANSA f 13) SM NSR. 3NM1. 8t„ ft 300. VIA NIA CAROM ROAM 33100 I+hone : (306)e71-1630 . ft . (306)871-1331 C p'., t, AAS a -moll: UR m 221 S.W. 5th COURT ' i �`�. ••: �IIt;:.•' �►�r/11 0-0mile POMPANO BEACH. FL 33060 ........... LT• \ 4 WALTM AL TUR Jr. RORIUA Ue. / 4416is• Phone: (854)782-9323 sr rsm. LL M e CA [ At OAee I[[. GR V8' 6!C D X FOR SND. CONNXTION ..DETAIL ♦ RCOURM ONLY FOR VANE oRAtt11 OMN s27 ♦ SEE UMUADONS OF USE OF ADE tU ON 'SHEET 28 OR ' DRAWING No 12-014 ! SHEET 620 OF W ,E, SEE END CONNECTION DETAILS ON SHEET 24 M, FULL HEIGHT, L@ OR, /� ©* Too 0.0-0.0 0-0. P muerRBV(SBD iiv— etoompfy�C(b�d wldifh■FiD►ida 1��ti� A• gA� enos allo � o o , 4� �.7`►` ;••••�GE� �r s ML W—DAIX COUNTY IL * TILLIT TESTING & ENGINEERING COMPANY a3N ■.W. 3W 111L„ DN. WD, WOM GOMM FLORIDA 331N p Ph*" 1 (m)"i-1630. Fa3 1 (306)671-1631 0—mo■161Gao0acLacm 111, 0-00135719 WALTER A. luff Jr. P.E. * NOTES ON ND LOOKS AND CENJE MR RTES: FLORIDA Ua. / 44147 g >w LOCATM Rw-Roe 1. MODATIORY QQNQMQN N It ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, T11 OR ft(a AND AT ANY ELEVATION, 4} H.D. LOCK MAY BE USED AS AN OROR OUTSIDE LOCK, ATTACHED TO g HEAVY DUTY SYMMETRICAL CENTER ATES WITH (3),#8 x 3/8" LONG FLAT HEAD S.S. M.S: LOCKING RODS Qq ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. ■ 6 a & t 2. Wf&70R1f QQHOMN If I LOCATION OF 3A H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR 9RUTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" MOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II�YI� ALTW�LWA I� THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. SEE END CONNECTION DETAILS ON SHEET 24 M, FULL HEIGHT, L@ OR, /� ©* Too 0.0-0.0 0-0. P muerRBV(SBD iiv— etoompfy�C(b�d wldifh■FiD►ida 1��ti� A• gA� enos allo � o o , 4� �.7`►` ;••••�GE� �r s ML W—DAIX COUNTY IL * TILLIT TESTING & ENGINEERING COMPANY a3N ■.W. 3W 111L„ DN. WD, WOM GOMM FLORIDA 331N p Ph*" 1 (m)"i-1630. Fa3 1 (306)671-1631 0—mo■161Gao0acLacm 111, 0-00135719 WALTER A. luff Jr. P.E. FLORIDA Ua. / 44147 RED OAKS SHUTTER, INC w" / W 221 S.W. 3(h COURT POMPANO BEACH, PL 33060 Phone: (954)782-9326 0202 EASTERN W& SUM BERTHA H Accordion Shutter DRAWING No 12-014 RETE A T 4M USING 1/4-20 NUTS O 6" O.C. i'it% E o.• SCHEDULE ON 1 eY-20x3//e' a.S. mm=u e WA APvucABLE -Nx 0 USING NUTS ®8" 0•C. 1110 _ CONCRETE ANCNOPa 1;g ;. -�� CONCRETE (SEE SCHEDULE ON SHEET 26) POURED CONCRETE REQUIRED `C.:✓ f1R..Brl9INOUARI�•._I�'ALILIATION REQUIREDIf I- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. • E. 0. -EDGE DISTANCE Pl01CA" j IN M1Y�VtlAY�TOSAIIpNANY+N�BAUACOMB,INED (SEE VECIFICATIONS ON SHEET 25) INSTALLATION DETAILS W,,�, E SomanEXISTING 1 SCALE: 3/8"- *2514AOSCREWS GLASS FLORIDA BUILDINO CODE (High Velocity Hurricane Zone, A' .• GLASS (SEE SCHEDULE ON SHEET Ra) 4 2012 EASTERN METAL SUPPLY, INC. BERTHA HVTM PRODUCT RBVISED 11111FI.R BuNdlagcolle Ida .... ceiV r� ' REgWREO RED OAKS EXISTING INSTALIOON ®JD COON¢ M&TALLATION NO TENCH INS',[¢UMON GLASS ; 1 Accordion Shutter System APPUw HNtl tlEPAM110N USING 1/4-20 NUTS O 6" O.C. i'it% E o.• WAIL REO'D, SHEET 26) mm=u e WA APvucABLE -Nx 0 M. D WAS,, SILL INSTALLATION 1;g ;. -�� NatF MR COMBINATION aFCKxws POURED CONCRETE REQUIRED `C.:✓ f1R..Brl9INOUARI�•._I�'ALILIATION I- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. • E. 0. -EDGE DISTANCE IN M1Y�VtlAY�TOSAIIpNANY+N�BAUACOMB,INED (SEE VECIFICATIONS ON SHEET 25) INSTALLATION DETAILS W,,�, E H 1 SCALE: 3/8"- FLAT HEAD CONCRETE ANCHORS GLASS FLORIDA BUILDINO CODE (High Velocity Hurricane Zone, A' .• CONCRETE (SEE SCHEDULE ON SHEET Ra) 4 2012 EASTERN METAL SUPPLY, INC. BERTHA HVTM PRODUCT RBVISED 11111FI.R BuNdlagcolle Ida .... ceiV r� ' REgWREO RED OAKS HLT YlL�ti�!lt2E8 INSTALIOON ®JD COON¢ M&TALLATION NO TENCH INS',[¢UMON loamEX15RN0� CLAsa I�—( oN�._ Accordion Shutter System 11 lel �Xpova w O 'i WN+ IEFARAflON HOU 'I SC3HEET 25) {J ■ Ex ---I„` GLASS EXIsnN6 i 0 S i AITEPNATE P oPnONAL' TV SSCRREWII i LOCATIINi 8 0 EWS ; 3 O e” O.C. ; 1 -----� © , 7 1 INK wMT" on %=* ow a OF IF REOWREO L(THODHORS SCHEDULE ON $ ETE kTe2 ) 140 WALK—CAR INSTALLAT101i 'I /14x3/4' HEX WASHER i- SCREWS • B"IAD T'EIf O.C. /-(SEE SCHEDULE ON SHEET 2tl) APPLICASLE POURED CDNCREtE (SEE SfXHEOUIE GN USING 1/4-20 NUTS O 6" O.C. EDGE OF i. z SLAG IF RElNR�O E o.• WAIL REO'D, SHEET 26) mm=u WA APvucABLE ® FL STALLATION � �y M. D WAS,, SILL INSTALLATION -�� NatF MR COMBINATION aFCKxws POURED CONCRETE REQUIRED `C.:✓ f1R..Brl9INOUARI�•._I�'ALILIATION I- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. • E. 0. -EDGE DISTANCE IN M1Y�VtlAY�TOSAIIpNANY+N�BAUACOMB,INED (SEE VECIFICATIONS ON SHEET 25) INSTALLATION DETAILS W,,�, O HV ...BLADE . SCALE: 3/8"- FLORIDA BUILDINO CODE (High Velocity Hurricane Zone, A' .• 4 2012 EASTERN METAL SUPPLY, INC. BERTHA HVTM PRODUCT RBVISED 11111FI.R BuNdlagcolle Ida .... ceiV r� ' RED OAKS Avg ' ��+'� rMTMEM J«a. Accordion Shutter System a SHUTTER, INC 71LUT TESTING 81 ENGINEERINO COMPANY EE161* ti 7k (ASSA f 13) N0 °E5v. AA. I SID 11-021 off 2 OATEt 01 1 12 . � A� �'' UN N.W. 3. 14, w. JIM %014111104RXM 4 ON1110% rLa0144 PxWarn t (300)871-1530. Fax t (305)1171-1531 221 S.W. 5th COURT -2 -DRAWING No pz HjpA, 4,V , .-nmft auawaal eam POMPANO 5 4 12-014 MWN DAA COUNtt p, III WALTER nILUT'r. P.E. ILOWOA Ua. 1 e4107 (8782 as25 5 SH T A SKE ENO W OUT CONNECTION OET U ON SHEET 2! I tJEx1sT6+G CLASS * TILUT TESTING * ENGINEERING COMPANY ION ` w N.W, aw 111, 71x. 104 v11 m 0A11MA PLOIWA 751511 PheM i (306)117,-1530. Pat 1 (05)11711-1531 SEE NOTES ON LOCKING 8005 ® & HD (9 LOM LOON SHEET 21 -most 040oftaL om E9-0005719 1 RIADE WALTCW A, SLL,T Jr. PLC Phonx (984)782-9328 PLONOA U. / 44197 t oN i 3FIEI — EXISTING GLASS �-- ------ ------—---------------------------x1/5'xO•-2(80113-to 2 i AWM.AN0L5 L W/1 4'0 ON(117E� (TO1 Jf/ BOTTOM a (4)414OxSE�JdS'M I i/14 x 3/4" &MLS, O 12` u.c. (OPTIONAL) MINTows (4) H.V. (SEE Sa1EGULE PINS (TYP.) IN 4 (OPTIONAL) 3 I (4) H.V. N+&U• CM) 5 � SFI[ET �) 4 5/8 S 1/2" PINS TYP.) ( 4 \F"i /.1 WYA NbA� Q oW $�o■ (ti 1 t / 1q, Ews71NG Goss MIN, SEPARAWN To au911 I N (SEE 5OHW)Lt ON SHEET 70) ouT 1— „�• suGl I C�. MMucruvism MUWI-DAOE COUNTY P.E. \ 4�"yw e � ♦ ' . ail►■1CI ...1. RED OAKS SHUTTER, INC TILUT TESTING * ENGINEERING COMPANY (AWA % 16) w N.W, aw 111, 71x. 104 v11 m 0A11MA PLOIWA 751511 PheM i (306)117,-1530. Pat 1 (05)11711-1531 221 S.W. 5th COURT -most 040oftaL om E9-0005719 POMPANO BEACH, FL 33060 WALTCW A, SLL,T Jr. PLC Phonx (984)782-9328 PLONOA U. / 44197 20, x -- DRAWING No 7 '—• 12-014 4 • 2rW OFF 18 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS /'` EXISTING GLASS D ONOR �EXIS M GLASS � — � 1 D.C. A 2" MIN. EO MI . SEPARATION To ams t 18 x9 MAXMIN. SEPARATION YW.TO 1 LASS (LOCATE AT_ (SEE SCHEDULE ALUM, CLOW (6083-T6) CONT:(SEE OSCHEDULE GLASS tSEE SCHEDULE ERH SIDE ON SHEET 25) PLATE. WCA 1/MU1 ` ON SHEET 23) ON SHEET 28) 1 i `J OF 1/2" WIN. "—'� Sorg) R♦U8E t" OR 2` MAX. 14x1/z" S.M. --" �14xf�z" 9.M. ' �—"-� (AS APPUCABLE)x2•xt/8"x0'-2" ` O f8" O.C. O 18 O.C.` ALUMINIUM CUP ANGLE 4 (6083-78 ALLOY) AT MTDwGHT 4 (1) p14xT/2" S.M.S. TG()} +k (2)1/4"e TAPOONS ANCHORS TO SEE DETAIL X WALL AT 1" O.C. LOOATE AT SEE DETAIL % roR SIDE CONNECTION EITHER SIDE OF{44 ) ex SIDE CONNECTION® TO TRACKS WT SEE DETMLX F 6 TO TRACKS OR®DRO+OR ®OR®+(aQR SERE TO TRACKS, \..J r oA ► + ENQ END CANNECTION� DETAIL 1 jZ,,��'Q��E C?15�'i_QFI"C Ei�R.SeSidN iirIlGN..0�iTAI{Ir • REQUIRED POURED CONCRETE OR POURED OONCRE'TE OR CONCRETE BLOCK WALL CONCRETE BLACK WALL �E%ISnNG CLASS REQUIRED — EXISTING ^ REQUIRED_ 4 ------------- 0 f2" SA1.8 � �. MIN. s ARAn1NU © �•�-`"�-_-- • a D.C. TO GLASS MWS SEPARATION CONG 1/2" MIN. (SEE SCHEDULE TO CLASS ANCHOR O ON SHF3:T 25) ANN (SEE ESEETT SCHEDULE512" O.C. t8" OC / ... t 2 MIN. I �IL a , URED CONCRETE ' OR CONCRETE BLOCK WALL REOLVED 2" M E%ISnnl�o O`LAss �/ A11N. SEpARATKNi TO CLASS (SEE SCHEDULE ON SHEET 28) ,�dK.N,�GjJdN DETAIL a1LY FOR SPANS GREATER THAN 12'-0" @ Olt 2` MIN. 2" uI4 � V1E1N Y 5 (DETAIL X ��d�x + D� s «� s s + y �t � END RNs ALLATI HV MADE INTO CONCRETE OR ) + 03 + ®+ + CONCRETE BLOCK WALL. END CQNNECTIQN DETAIL 5(� END ,QdNNE�� O DETAIL T FI.pIiIDA BUILDtNO CODE (Nigh VelocityNurriaone =one raoavcrsBv� allml Date MLAMI-DARE tAL1N1Y rIJJNNp arEt � A TI cerosF r��� ! J V • `!V "�Cr _ ,,, O,e :!`Zos{oP •f , F •� " 1� +J? r SHUTT RRED I, INC (ASSA # 15) 221 s.w. 8kN COURT POMPANO BENCH, FL 33080 Phone: (954)782-2328 02012 EASTERN META. SUPPLY. INC. BERTHA HVTM Accordion Shy, w System V. 2 R0 IAtc Timm " YA.Y A8. TILUT TESTING k ENGINEERING COMPANY N,W. 74N. 81" 1tte 704, WWRIA OMOOS. K010A 77144 PM�x :00071-1530. -WDMM4 im(J00)871-1071 1�-0004710 WAM A. TILUT Jr. P$. FLORIDA Lk. / "187 1 OLD 11-121 41 2 OM of 4/12 i DRAWING No a 12-014 8 SiiEET 9 POURED CONCRETE POURED CONCRETE POURED CONCRETE OR REQUIRED BLOCK WALL OR WOR CONCRETE ALL REWIRED BLOCK WAI L REED EXISTING GLASS EMITTING GLASS fX)NCR ANCHOREXISTING GLASS } ! ^ d 16" O.C. � J_ 2• MIN. -s <E E EO 1, SEPARATION 1 74 N3 MAX. _ Mkl. SEPARATION MIN. S CLASS � 110N (LOCATE AT TO GLASS (6043-T4) CONT. TO GLASS (SETTSCHEDULE (SEE SCHEDULE ALUM. CLOSER ,_�� (SEE SCHEDULE ON SHEET 25) 1/y" ON SHEET 25) ON SHEET 29) 1 -- ERN R) SIDE ATAfl FIERIACID 1 MIN �5J 7/2" MIN. I ♦USE t" OR 2` MAX. I /14X1/2` S.M. m116 O.C. I --r••- (ASALUNIMCCAALP x2�'xl 4"NO'-2" t • 16 D.C.1 UL 4 (4063-T6 ALLAY) ATM OIAT 4 (1) /14X1/x S.M.S. ro�4 rt rJ SEE DETAIL X F (WALL AT 1' 0.00. lfIC AT TO b FL%LVANO GLASS �( MI St")'"' (SEESS SC,HEDDULE ON SHEET 25) DETAIL X FJ 4 • V SEESIDE CONNECTION •_1� I�i •'. .,- (,ti . ►� 4lA 4A a� .:. A4 4Vl 4 V I [.7 Na 4NA 4V a — la 4V 4V 4 _ ILM POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 REQUIRED— EXISTING GLASS REQUIRED WSTIHO /14 ,2" 7S.M.0 MIN. ARATIONO 5 O.0TO GLASS MIN!TO SEPARATION N CON Elf ANCHOR 0 1/2' MMT. (OHESCHEDULE SHEET 25) Ira= (SEE ON SSHEET 25) 12. O.C. vvvv 16` O.C. ..... ( MIAMI -DAVE COUIM T. 'T(*@o O ..GiY:Y7 y VIEW X Y QgTAIL WtZ.INUAL TION r � � L'WuR a)OR n + . n }iV „9LADE IPiT4 S2WOUSLIL OR ®. 6 0 C089RETE PLOCK WALL. END CONNrECTION D&L&IL T FLORIDA BUILDING CODE fl dj7ttT"pom"APA+.� I!'•G•'`'•CENS'••T��SA. •� • \\\ •• :i0a10P-� \\ .WALTER IOU C p t RED OAKS SHUTTER, INC (ASSA # 16) 221 S.W. 5th COURT POMPANO BEACH, FL 33080 PhaAr. (954)742-9325KORIDA 02012 EAST BEI Accordx°� �' Ot TILUT TESTING A ENGINEERING COMPANY N^ aw /L. Un 300. %W" OM10RR. VU)MA 34140 Pla u : (30�471�1 Laol~ )alt -t031 E9-Om6713 A. Lk A µii. 1 OLD 11-42 = I OR© DRAWING No 12-014 MAXIMUM SHUTTER SPAN "L+" OR '•L-" (ft.) �K INSTALLATIONS W/ go 1 OR W/ ONE HO 4 L �t k 0 LOCKING DS 3 MAXIMUM A.S.D. DESMON LOAD (P.e.T.) (+ ON -) POURED CONCRETE INSTALLATIONS ALL MOULLTNLO CONDITIONS L 4 N IL 30 an 151-61 15-0 30 14'-10' IFF. & 40 14'-Y 1T-10" 40 131-1f, 17'-0" 80 131-4. 17'-0^ 66 1 '- " t6' -1G" to t2-11^ 1#7-27- 65 70 12 -6" 75 12'-3" e0 12 -0 -0 e5 11-10 —7 90 11'-8" 13•-2" 98 Ii' -3" 12'-10- 100 10'-F 12'-0" 105 10 -0" 12'-2" 110 9'-6 118 9•-1" 120 125 11'_2" 130 - 10'-11" 135 /0'-9" 140 1G•-6" 145 10'-4" 150 - 10'-2" 185 10'-0 160 91-u' 105 91-0* t7o IT --7 175 v —a 180 188 190 9'-0" 195 PRODUCT'REVLNED moonviftwith1hMMdde Aocepiance Z_Oo-4t trot MIAMI-OADE COUNTY 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN ASD. DESIGN GRID. L-: MAX, ALLOWABLE SPAN FOR A OMEN NEGATIVE ASA DESIGN LOAD. (2) PROCEDURE TO WALL MOU N11NOS OR FLOOR%CVUNGUM SPAN FOR ; GIVEN A POSITIVE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM $PAN %+" FROM SCHEDULE. GIVEN A NEGATIVE 066.0. DESIGN LOAD. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM NAMABLE SPAN IS EQUAL TO THE IRMIM N DETERMINED $PAN BETWEEN "L+' AND 'L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A OMEN POSITIVE A.S.O. DESIGN LOAM: L1+RMM MAX SPAN FOR WALL MOUNTING RISTALLATIONS. L2+. MAIL SPAN FOR FLOOR/CIDUNO MOUNTING INSTALLATIONS. FOR A OMEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: U-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U MAX. SPAN FOR FLOON/OULINM MOUNTING INSTALLATIONS. FINK MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MNM1M BETWEEN "L1+', i.2+", 'L1= AND 'La-" (4) 00 TO MOM SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAX"AA &S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANOWR SPACING. 2) HV BLADE ONLY ♦ SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". mMTALLL ft• LEGEND SUBSTRATE ENS, 1w TEo�: (SKEET 22) ULLIT TESTING & ENGINEERING COMPANY JJ \11406 \\\ y�y�yt�C1 11+ I h1A11OEFpA1'E vs�idf N.M. 3016 U, VA. IIS, WAMM 1000111106 nDNOA 721N MNMM : (M)411-1670 . F1:: (306)71-1531 719.01,1 ULTER A TXUT 41. P.E. KWOA Lk. % 04167 ♦ SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". mMTALLL ft• LEGEND SUBSTRATE pomm CO atm MOINTIN9 (SKEET 22) WLL MO AUNT04G AA & EE Ft00R/�LGINC IFF. & GO RED OAKS SHUTTER, INC (ASSA N Ts) 221 S.W. 5th COURT POMPANO BEACH, FL 33050 Phone: (954)782-9325 2012 INC. DRAWING No 12-014 1 4°. rnPca�N � IA'. TNWNsx-...J WtL!LJM AV01408* MM SPAN, CORRESA�Nl2ll;la:,.MOUNnNG FOR SP_ AuING it SCWED I FOR A GEVe1l M XIM, A.S.Oe DEfi/ESIGN L AD AND A 7YP„�,, cONCRE7E INSTAL ATIQNS MAXIMUM SPAN (ft) uWnDlta s 16 POURED CONCRETE ALL MOUNTINGS AA THRU CC SHEET 22) USE MAXIMUM VALUES BETWEEN P=M AND NEGATIVE AS.D. LOADS 50 OR LESS >50 TO 90 >90 TO t20 >120 TO 160 >160 TO 195 6'-9. g" UAW -DADS COUNTY 4 1/2" 3 1/2" OR LESS 12" 8" 6" 4" 3 3/4" UP TO 3 1/2' 3" $ - - 10" g" 4" 4" _ >12'-1" UP TO 16'-0" 4' 3 1/2" - - - 7 1/2' 5 1/2" 4" a=. VALID ONLY PDR UP TO 10'-0" SPAN *SPECIFICATIONS, ON ANCHOB REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A,i) TO EXISTING POURED CONCRETE: (MTh. Pc . 3192 0) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON. IS'1 3/4". A,2) TO EXISTING POURED CONCRETE: (Mtn. Yc - 2899 pot) 5/10"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/19" TAPCON XL ANCHORS IS 2 1/4'. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHAU. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRICAPONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUMREQUIRED FOCF DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/18"0 TAPOON X1. HV BLADE ONLY Ralilyfiv wi0160PlmtdG ttt4AAI7j1�'��A.TI(�/T`=: 40Wa0 E -a a ElV uWnDlta s 16 k /* TILLIT TESTING At ENGINEERING COMPANY 03D0 N.W. J.N. IL, sit 704 v"m GOMM NAI" 43100 ti Pham.: (300071-1070. F" 1 (307A71-1531 , UAW -DADS COUNTY nam ik�/ u147� 0 2012 EASTERN META. SUPPLY, INC. RED OAKS BERTHA HY1M SHUTTER, INC Y Accordion Shutter System (au # 10) JIP "m "m W .. M 1 ol0 11-021 01/16/11 CAM 01/19/1 221 S.W. 5th COURTS DRAWING No POMPANO BEAM, FL 33050 12-014 Phone. (954)782-9325 4 _.._w 12"TO BOLAOL TO EDGE I I (EQ Hv KwcOPENMNG EO FIAT PORTION OF BLADE 44 HV WINDOW �I \i 1 /I i I ON c 171 1/4" CLrAR EEN BS l \ � w � a Ave C;; -TL----------- r ------_-_r-------------•-.-. -- '-- - 1 r_ _ . l 0.0628" - � --7--� -- 0625 `0625 1 .062f5" S,, EfTERIOR SECTION X—X BLADE SCALE: 1 ° _ 1 . • ! I SCALE: 3/8"-l- J VM4.G: 1 - 1 1041wily.11- 1:1191:01050: •> >a SL I � I * ` I TYPICAL PROPERTIES Ii \� phots I (305)x71-1630 . Fax 1 (306)671-1531 t- clp. tpt�01.0 I\� ES`INr W AM A. 71LUT k. P.R. 61iYSIGALi SPECIFIC GRAVITY 2 7/8- MIN. 9.043 Ib/ins 0.043 lb/0 TENSILE YIELD STRENGTH SEPARATION 9,400 p.s.l. BETWEEN BLADE i ASTM 0790 I l / nmcu AL MODULUS I/ P 340,000 pad. I I\ YMPCL NO[OW ROD ASTM D266 18 FT-lbAn 17 FT-M/ln I ASTM 02643 I2• R MM TO ASTM 0638 II 1 44 HV WINDOW �I \i 1 /I i I ON c 171 1/4" CLrAR EEN BS l \ � w � a Ave C;; -TL----------- r ------_-_r-------------•-.-. -- '-- - 1 r_ _ . l 0.0628" - � --7--� -- 0625 `0625 1 .062f5" S,, EfTERIOR SECTION X—X BLADE SCALE: 1 ° _ 1 . • ! I SCALE: 3/8"-l- J VM4.G: 1 - 1 1041wily.11- 1:1191:01050: •> >a SL 11ItNt E C O * ` �N, TILUT TESTING & ENOINEEIDNO COMPANY TYPICAL PROPERTIES 5 N.9. 30. DL. St. as, VNM "OM nAlM 7304 \� phots I (305)x71-1630 . Fax 1 (306)671-1531 t- clp. tpt�01.0 Wffvw town mao m1 ES`INr W AM A. 71LUT k. P.R. 61iYSIGALi SPECIFIC GRAVITY FLORWA Nie. 144157 PO SON6M IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARSONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD wmx tam WNSMWNt REFERENCE Wffvw town mao m1 'Low roaitlaNiluW 61iYSIGALi SPECIFIC GRAVITY ASTM 0797 9.043 Ib/ins 0.043 lb/0 TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.l. 9,500 p.6.1. FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.e,l. 13,400 p.t.l. nmcu AL MODULUS ASTM 0790 340,000 pad. 345.000 P•t.l• YMPCL NO[OW ROD ASTM D266 18 FT-lbAn 17 FT-M/ln SMOKE DENSITY ASTM 02643 47.2 %94.5 R MM RATE OF BURNING ASTM 0638 C-1 CLASS C-1 CRSS SELF IGNITION ASTM D1929 1040 •F 980 -F 10fEATNE(9lIOt ASTM 0155 TENSILE STRENGTH AFTER WEAT HERIIJ AWN 836 9302 p•t•L 6640 p -al TENS9LE STRESS 9EfORE WEATNERMNO I ASTM 636 5461 pw.l. 6990 P.&L RED OAKS SHUTTER, INC (Asst► # 16) 221 S.W. 5th COURT POMPANO WFAM FL 33060 Pham (954)782-9325 a m OWING No 12-014 TeLCUTION WE 300RtiMR TO GLASS EXISTING GLASSSaMAE 1I ON M 12 FOR G�G1 ------------------ 1— ^,._......, Aw LN p#iT 2e F01t BINliSmaVd 41Na17 t y umpaw M ME 1. VAX. ASA. DESIGN ORMISM RATING: +110. - 110 p.e.f. 2. MNL SHUTTER SPAM: W. 8. ALLOWED MOUNTINGS: A. 0. 0 R N ON SHEETS 6. 7; AS WELL AS pMM���OIUNTINGS M. 0. T. U s W ON 51R2.T8 16 & IG. #�VU97�SE��OOR AT EXTERIOR AUT. IN CASE E OFF OPPOSING A (A) HV W*lCOW_qLACt QSHALL ONLY ALLOW A MAXIMUM OF B OPENINGS (3'N HOLES) FOR SIUAOOEE 9 SPACWOS 510" ON SHEET 27. ANY D L RNARON !#�P OR BOTTOM EDGE OF HV WINDOW SIME (tl) nm on BLADE COMM OUT FROM STARTERS AT ENDS MAY LW: EN (0) HY SN91 yR MUST K USED ALTERNATE TO A SOLID HV SLIDE D !E] CL SIIAtI, N.VMYS BE INSfMJED ADJACENT 7O A SOLID HV AIME 1 AT 01MER SIDE OF THEM. (F'1 Pp.YCMBONAIE HV WIERIOW ®_SHALL BE INSTALL= 50 TOSS PACE THE INTERIOR OF THE "TNG MIG PROIECIEIL HV WINDOW NUST BE ONLY INSTALLED MIO LOCKED USING A HV SEOL MNO TOSY AS811, 6. SEE NOW SPADING SCHEDULE EOL INSTALLATIONS INTO WOW FRAME BUEOMOB ON SHUT 16. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABQVE). 7. SET: ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CQNCRETS BLOCK WALL ON SNEENS 13 h 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 6T 2 ABOVE). S. MINIMUM SEPARATION TO GLASS SCHEDULE% SHUTTER %PAW MINIMUM SEPAHATIN TO GLASS RED OAKS SHUTTER, INC (ASSA # 15) 221 &W. 5th COURT POMPANO BEACH, FL 33060 Phone: (994)782-9325 DRAWING No 12-014 3LADE WORKING IN UNISON WITH HV N.T. WINDOW MADE a SWU Efrr 1n PRODUCT RBV=SHD 4 � r ti ��wlmnloAbd6a +aeeL>meera _o a¢ ��aa EIiISF DWS or E C O q1G. ✓ .ILL TESTING A; ENGINEERING COMPANY STA OF 1Al 0\� am N.W. 3". M.. IM. 300. V" MOS oMOM0. KOM 33100 •'• 4 z�. ORIOA�a'� ;�` • P%." : (305)071-1530 . Fax 1 (308)871-1531 4-m* atmew.4cm EB-MOO719 ( WIXER NNVi—OATE COUNTY R FLGR�AAF # W67 41Na17 t y umpaw M ME 1. VAX. ASA. DESIGN ORMISM RATING: +110. - 110 p.e.f. 2. MNL SHUTTER SPAM: W. 8. ALLOWED MOUNTINGS: A. 0. 0 R N ON SHEETS 6. 7; AS WELL AS pMM���OIUNTINGS M. 0. T. U s W ON 51R2.T8 16 & IG. #�VU97�SE��OOR AT EXTERIOR AUT. IN CASE E OFF OPPOSING A (A) HV W*lCOW_qLACt QSHALL ONLY ALLOW A MAXIMUM OF B OPENINGS (3'N HOLES) FOR SIUAOOEE 9 SPACWOS 510" ON SHEET 27. ANY D L RNARON !#�P OR BOTTOM EDGE OF HV WINDOW SIME (tl) nm on BLADE COMM OUT FROM STARTERS AT ENDS MAY LW: EN (0) HY SN91 yR MUST K USED ALTERNATE TO A SOLID HV SLIDE D !E] CL SIIAtI, N.VMYS BE INSfMJED ADJACENT 7O A SOLID HV AIME 1 AT 01MER SIDE OF THEM. (F'1 Pp.YCMBONAIE HV WIERIOW ®_SHALL BE INSTALL= 50 TOSS PACE THE INTERIOR OF THE "TNG MIG PROIECIEIL HV WINDOW NUST BE ONLY INSTALLED MIO LOCKED USING A HV SEOL MNO TOSY AS811, 6. SEE NOW SPADING SCHEDULE EOL INSTALLATIONS INTO WOW FRAME BUEOMOB ON SHUT 16. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABQVE). 7. SET: ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CQNCRETS BLOCK WALL ON SNEENS 13 h 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 6T 2 ABOVE). S. MINIMUM SEPARATION TO GLASS SCHEDULE% SHUTTER %PAW MINIMUM SEPAHATIN TO GLASS RED OAKS SHUTTER, INC (ASSA # 15) 221 &W. 5th COURT POMPANO BEACH, FL 33060 Phone: (994)782-9325 DRAWING No 12-014 r$ 0.035` rm TRACK CIANNa. TOSCIt 10a. (j RAbE 40 MIn 0-e0 O 0 11 TEb TO STUSCREWS O EXISTING ABLE f O" TEM FACE ON A8 APPLICABLE 8{ Tt7tgR FACE EXISTING GLASS MIN, SEPARATION TO GLASS (SEE SCHEDULE) EXtSI'IN0 MUSH �) wm VA 9 APPLICABLE i\ A 0 z k WE 1l 131 V RM tol - - --__- MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 ps.f. 2. MAX. SHUTTER SPAN: 64" 3. ALLOWED MOUNTING; M@8 ON THIS SHEET, 4, ONLY TERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 1 ARR�GED A METRICAL LAYOUT, USE 0 (2) L35) (6•' LONG, MINIMUM) MUST ALWAYS 9E INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK/;' DETAIL HVF IS VALID FOR 1 1. 2• CENTERMATE @ APPLICATION WITH BLADE 0 -r Am MINIMUM ";,� ?; 43 ttOeCN,Nk ® 6 O.C. AS A-03 9RABE 40 ,' STT ewe, r O $ WAU 14 ADEB/SILL .INSTALLANION 0. G-60 0 G AT.te' O.C. ......,. r•�1 n�6tImm'iif i �� ' �f i l s etnT1+ui0 ��I� C� till • ; i.;wll:iMt1 �I' w RMATES 1 �� g j�-Ip2`.000�" Mm. I- J ��:083' �h .1—Itawawa� b cA• 1 f4"a NOMINAL ALU111NU1A SLEEVE 6063-T5 ALLOY SEPARAMON TO GLece sGH tl rm " MAX. SWUTTE(i MUMSiPAkrtUM SPAN L On) YO Gtr eLESSS tj 430 LENGTH + } MUST PENETRATE ® 1" 1.373 " s L�" r' rQSO' ;s ��— 1/4"► -20 THREADS Oy il�"t� m Pan= EUL-La No GQMPONENTS FINISH AS APPLICABLE SCALki 3/8"- 1" @ BOTTOM) AL 1 1 3/4% B 1/4"M 0A35" THOCK Min #5Mt/2' TEX SCREWS ON EXTERIOR FACC;C _ -------- _._- _ _.�._ ._.�_ _ -- - �© - 1 21 ` --... 21 21 t 21 1 1(.2004 AT i 1E HV HEADER EAS Vi� 4 1 3 1/4" (typa (6' Min.) 24 SIDE CONNECTION TO TRACK e 1/2" (1yp.) 7" 7' i/2" MAX. SLACK ** (cont.) in DMIL HVF F•LOMDA BUILDING CODE (Nigh Velocity Hunicons Zone it111"0 ((�/q�,c 92= EASTERN METAL "PLY. WC. PROD1JCTggVMM �1 ',.•• tI'�t rM e.bompy�in8witbOMFiaMA y�,r �,cEIVS�c'••.,, ' t.Wr.B..■ RIED OAKS BERM NV " °Dd, - � L C Q ANG. SHUTTER, INC YAccardion Shutter System •^ * WHO vacRoomm "Till tttuaot en KV, 11 wl OR w/0 HV A0. TICCIT TESTING !t ENGINEERING COMPANY (ANA f 6) ICT olltfAl iq,�- 15............. U1T.0 ,J N,% aeN, u,. fa. aoe. MIgMaA oMDEN4 FWRw aXue 1 oD 11-041 m/ 11 OA7& of 1s 4, Phan : (]W�71-1030 . FIM : (306)071-1$31 X �.4 Fs •• . R •• , i+t++1 ° Nn01pu oepS7s°L00"� POMPANO BEACH 3060 i DRAWING No •v • •••• ++ WALTER A TI1LIT Jr. P.L Phbnbt (984)782-9325 12'-014 MIAMI -DAM O"rf P.E.' KOWA Lk. ! 44107 0 � SHEET t