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WS-10-16861 1-9 BUILDING PERMIT APPLICATION F IC 20 Owner's Address 6 q ! 7 City M. 4fiy!/.: ` 5y/o,tk:S . . State Value of Work J or :this Pertnit S; 4-0 Type of Work: DAddiition Describe Work: X C(, Mianii Shores Village Building Department Job Address (where the work is being. done) ..:::SI. A/ E 991-m- $r 1005:0 N.E.2nd:Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756 8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B': r`"C ' . ; County.. Miami= Dade.. dip::: City Miami .S ares'Vi 1 . : S/398 FOLIO / PARCEL # //3 2 o 6 0/3/0 Q , lteratioi � ::: ONew Double Fee $ . Violation date: Structural Review $ a Co Phone ##• . Repair/Replace Notary $ Scanning .$ Radon $ DPBRS Bond $.:;; 9. Permit No: t alS 0 i (C Master Permit No. Permit Type: BUILDING ROOFING : Owner's Name (Fee Simple Titleholder) /A e/1E //( /r»/E /.5 t1 Phone # : 3of 718 / gcg Zip 33/.3 P Tenant/Lessee Name ..: Phone # Email Is Building Eistorically. Designated YES : NO r . Flood Zone Contractor's Company Name owe/62- i E;2 , -A1 e,IE //E. �3 � 856: p y � � .�,��/ . Phone # v� 7�3 --C Contractor'sAddreas City State : Zip Qualifier Name State Certificate or Registration No. Certificate, of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable ) Phone Square J Linear Footage Of Work; 0 Demolition * * * ** *. * *. * * *. *.# * ***094 ** **4044, *, 4,49.** ** Fees* * ** * ** ** * * *4 * * * ** ** *4 . * * ** a * ** *.9.r* Submittal Fee $ 11 • Permit Free $ , � CCI Training/Education Fee $ Technology Fee Total Fee Now Due 2- See Reverse side a CO / Bonding Company's:. Name (if applicable) Bonding Company's Address City 777- pa-16a 2 State NOTARY PUBLIC: Sign:.. hint: My Commission Expires: (Revised 07 /10/07XReviscd 06/10/2009) Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City . State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or: installation` has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of.all laws regulating construction in this jurisdiction. I understand that a separate permit inust 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 a ll 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." E ��, 0 aa ' ` %s • O . //, `S TA T E �,,\‘` Engineer Notice to Applicant: As a condition to the issuance. of. a building permit with an estimated value exceeding 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 Contractor The foregoi instrument was acknowledged before me this - The foregoing. instrument was acknowledged before me this day of / 20 �, by , 1`L G ( 6 1 1 day of , 20 by whn is erso ally kno o h�o has produced 1 who is personally known to me or who has produced fOIJ '` As identification and who di d an oath. . •' as identification and Who did take an oath.' `�1 d ``‘ � \o ''� NOTARY PUBLIC: Sign: 'Print::.:: . My Commission Expires: +Y**Ri`t*it**3r;kdra * ** fit ter**** BC*9r ;{r**** ******9c4r*k3.*** *** l ** V,YoYok9iic9c:4*ikiY' t *9c*3i3 *** ter *:F**d h*dc9:drk*3 *** J7 C Plans Examiner Zoning Clerk checked Inspection Number: INSP- 151537 Permit Number: WS -9 -10 -1686 Scheduled Inspection Date: October 25, 2010 Inspector: Bruhn, Norman Owner: MOYER, GORDON Job Address: 54 NE 99 Street Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -4893 Parcel Number 1132060131070 REPALCE 2 SLIDING DOORS WITH PGT IMPACT GLASS SLIDING DOORS PassedQ Failed Correction Needed Re- Inspection Fee /0(;)1/ No Additional Inspections can be scheduled until re- inspection fee is paid. October 22, 2010 Inspector Comments C C- For Inspections please call: (305)762 -4949 Page 7 of 26 NOTICE OF COMMENCEMENT A RECORDEDD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. isV.J "'lt " /Com''TAX FOUO NO. //-5246 • /3 -10 70 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: Mielrev/$.SM° 6' $jg / 4' fl /0-70 Zor,s 7 BL/( 8 N 993'$r 4hi4)-..7/ .$3131 2. Description of improvement: iQE /14rE 2 SLidywc ,/1ooat5 /M /407' SGoi v t` ool1J 3. Owner(s) name and address: "iG316i'/ ASY at7 1 .• *44 Lv,✓ f / TSB/ 6 zA&.' s, 4f4pcs., yommur ?", 2v. Interest In property: .54 Nd. 990 Sr" AI/ 41,N, v #o s' A. /3 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. 49ee3 mfl ' I'e*tal/ f?9 y 72w 54 Ne99 IF sr /1 oS 4'a 3 . 7sZt /BS.6 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon wh Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy 713.13(1)(b), Florida Statutes. Name, address and phone number. 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ...-' s) or O n er(s)' orized Officer/Director/Partner/Manager Prepared By `4 •‘ ' Prepared By 0o4)© 'J £ Print Name aR7o- °rail Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin • in j ment was acknowi . • g : • • efore me this J t_ A. - la 123.01-52 PA0E 3 9/10 STATE OF FLORIDA, COUNTY OF DADE 11 1CRCDY CCRTIr Y that fhic isa opy of the origin! RI HA day of 11111111111111111 1111111111 111111111111111111 0 RUVIN, C CFN 2010806.488:3 DR Bk 27430 Ps 0526; (1Ps RECORDED 0/22/210110 14:33:42 HARVEY RUVIN: CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE A ma eTi as VI y f ircu.2 and County Cis e Uenor's Notice as provided In Section 111 .ta V U Individually, or U as , for U Personally known, or roduced the followings of IdentMcation: Signature of Neitary Public: Print Name: (SEAL) VERIFICATION PURSUE TO SECTION 92.525. FLORIDA STATUTES 1� 1` Under penalties of perpyillieclare that I have read the foregoing and that the facttw stated in ft are true, to the best of my knowledge and belief. J,,' TA % 0 `�� ` SIgnature(s) of Owner(s) or Owner(s) s Authorized Officer/Director/Partner/Manager who signed above: IIn IIt By By • e. OWNER BUILDER DISCLOSURE STATEMENT NAME: / 7 q //F / IoyE& / Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: `l /2//Q ADDRESS: /v ? 9 75 c.5'7- X24,,1 */ SM' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 2777 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family'residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. " �—" Initial Initialer T 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 71741 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.mvflondalicense.com /dbpr /pro /cilbfindex.html Initial 774m7 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 5-19 /Up creHA gt (am I Eho , 3 3 �t 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial 21/00/7 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 9A day of t , 20 1,0 By M lC ` 6-1- 4,L ra T)4 v ho was personally known to me or who has Produced there License or tPk: identification. \`� o 1 i l ll „ � , ��, co ata \ d ...V r ,;...... .....,,, V �•• ., � o NOTARY OWNER s F %,,, TAT E o \\ Initial 92921 Initial 977177/ Initial " Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ;a t;UHJLCT TO COMPLIANCE WITH ALL FEDERAL `; 1 A [1 AND COUNTY RULES AND REGULATIONS Iry • • • • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • ••• ro der � • • • • • • •• :ji • • • • • • • • • • • Isto.. Mean r Heigh • DESIGN PRESSURES PSF) • Zone 4 _ • • 15 • • 2D Triby:erykreag 25 30 • 35 40 45 50 25 0.4 -50.4 / • 43 -47! -47.1 • 48.6 -46.2 -45.9 -45.5 • +46.5 452 +44.4 +43.7b 143.1 •42:7 +42.3 +41.9 +41.8 r -51.1 -49.8 - 49.0 -48! -IP7• 1 -47.3 -46.8 -48.5 -482 li • 0 +47.1 +45a +4P.0 +44.3 •443.7 • 043.3 +42.9 +42.5 +422 I 01 ff 52.4 41 -10.1 ' 45Q2 494 • 9• • -48.4 48.0 47.7 -47.3 +43.6 +48.3 +47.0 +40.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 • ... 20 ft -53.5 +49.4 „A.Z +mai • •53.3 • •47.1 50.% +46.4 • moo' 9.450. 49.5 • +45.3 49.1 +44.9 -48.7 +44.5 -48.4 +442 r •mss-• • +442 53. -52.4 -64.8 +49.0 - 62.9 +48.1 -50.5 6 +46.3 -602 +46.8 -49.7 -49.4 -57.6 +45.4 58.9 +45.1 +49.0 +48.1 - 66.0 -64.1 -62.6 - 61.4 +45.4 +45.1 •••• -58.0 14 -53.3 +49.9 +49.0 •51.5 +47.6 -50.6 -50.3 • 24 ft +45.9 1 49.91 449.0 57.1 +50.8 -85.1 +49.8 +47.1 - 62.4:. +48.4 +46.3 +45.9 -59.8 +47.1 -56.6 -55.2 -542 530 62.9 •52.3 -51.9 -51.5 -51.1 i •26R• +522 *5 8.19.8 +49.1 41 +48.4 +50.6 6 +47.9 +47.5 +47.1 +46.7 28 ft '87.5 -96(4 • •55.1 -54.3 -53.7 -532 -52.7 -52.3 -51.9 - 61.5 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -62.3 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft "59'1 -57.7 -56.7 -55.9 -552 -54.7 -542 -53.8 -53.4 -63.1 +49.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 ' -88.5 +51.9 54.5 +49.8 , c! q ci 36 ft -60.6 -59.1 - 58.1 -57.3 -56.6 -68.3 -67.2 -55.1 -65.3 +55.9 +54.4 +53.3 +52.5 +51.9 +53.7 +53.0 +50.4 38 ft -61.3 -59.8 9.8 -58.7 -57.9 -57.3 -56.7 - 565.8 -56.2 5 -55.4 -66.9 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.8 40 @ -62.0 -60.5 -59.4 -58.6 -57.9 - 57.3 -56.8 -56.4 -56.0 - 87.5 +53.0 +57.1 +55.8 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 +53.5 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +526 -57.1 +522 46 ft -63.8 -62.3 -612 -60.3 -59.6 -59.0 - 58.5 -58.1 -57.7 +54.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 -62.8 -61.7 50.8 -60.1 -59.6 -59.0 -58.6 -58.2 +54.9 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -04.9 -63.4 -82.2 -61.4 -60.7 -80.1 -59.5 -59.1 -58.7 -71.0 +55.8 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 -63.9 -62.8 -61.9 -61.2 -60.6 -60.0 -59.6 -59.2 +58.6 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +50.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 - 84.9 +59.7 - 63.7 +58.5 -62.9 +57.7 52.1 +56.9 -61.5 +56.3 81.0 +55.8 -80.5 +55.3 -60.1 +54.9 60 ft -67.5 - 65.8 -64.7 -63.8 - 63.0 -62.4 -61.9 51.4 -61.0 +62.2 +60.6 +59.4 +58,5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 _ 15 20 Tributary Area (Sq Ft) 35 40 45 25 30 0 -1 9.8 +452 -58.0 +44.4 56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 52.5 e +41.6 16 ft' -60.6 - 58.8 -57.5 -58.3 -55.4 - 54.6 -53.9 -'i< +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 - 62.1 - 60.3 -58.9 - 57.8 58.8 -55.9 -55.2 54.5 5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft - 66.1 53.5 51.6 -60.2 -59.0 - 58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 -64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 58.9 +45.1 24 ft -68.7 - 66.0 -64.1 -62.6 - 61.4 - 60.3 -59.4 58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft '89.8 +52.2 57.1 +50.8 -85.1 +49.8 -63.6 +49.1 - 62.4:. +48.4 -61.4 +47.9 -60.4 +47.5 -59.8 +47.1 -58.9 +46.7 28 ft -70.9 -682 -662 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +482..'. +47.8 +47.4 30 ft -72.0 -69.2 -67.1 -65.8 - 64.3 -63.2 -62.3 ! - 61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 -70.1 -68.1 - 86.5 -652 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 4 Y. - 67.3 +51.9 -68.0 +51.3 q 4 4 Y. -63.1 +49.8 52.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -68.1 +52.5 -66.8 +51.9 - 63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 - 67.6 +52.5 -88.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -78.5 -73.5 -71.3 - 69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.8 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77'3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 87.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -89.8 +54.5 - 68.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -80.2 -77.0 -74.8 -73.0 -71.8 -70.4 - 69.4 - 88.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 - 71.0 - 69.9 -69.0 82 8 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 80 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +58.6 +58.1 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading111 CaiculatoralASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. U SE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A F ACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT* WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1=+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0- I ® I ELEVATION WALL ZONE FIGURES • • • • • •••• •••• • • •••• • MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT • •• ••• a • ` � �• • ••• SO `'. v . IC • z • • m m y 2 F z REMARKS INR ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEBRING EXPI *SS ° • 160 SW 12th AANLIEp #106 DEERFIELD BEACH, FI. 33444 PH: (954) 354 -0660 FAR %9 ;54 -0443 • • , WWW.ENGEXP.COM • ••4 CERT OF AUTH #9885 r Line # Description 1 Sliding Glass Door Series 770 Description: SGD SERIES 770 Configuration: 190x79 DB/BRZ HH7 /1 4/2 BPJSN Dealer Notes: Unit Width:: 190.50 Frame Color : Bronze Interlayer Color : Clear Configuration: : OXXO Door Type : ByPass Colonial style : No Colonial Lites Down:: 0 Screen Type : 18x16 Charcoal Primary Lock Color : Black X -Panel Rollers : Nylon Tandem Certification : Miami -Dade NOA ( in HVHZ ) Calculated DP + : 46.6700 NFRC Label: U- Factor : 1.0900 COG: U- Factor : 0.95 •• ••• • • • • • •• • • • • • • • • • •• •• •• • • • •• • ••• ••• •• • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • •• — Customer Summary • • • • • • • • • Y 2B1C Customer Unit Height: : 79.25 Glass Type : 7/16" Lami (3/16 HS - .090 PVB - 3/16 HS) Inboard Color : Clear Panels & Tracks : 4 Panels / 2 Tracks - 42 Sill Riser Height : 2 1/2" Muntin type : NONE Screen Rail Qty : 1 Screen Quantity : 2 Primary Lock Location : STANDARD Panel Reinforcement : No Reinforcement Anchor Type : 1/4" ELCO Tapcons Calculated DP - : 60.0000 NFRC Label: SHGC : 0.4100 Energy Star : Does Not Qualify P.O. # Job # GS Moyer Job Address 54 NE 99th St Sales Order # Sales Person: Angela Denlinger Account # Phone# Fax# Ordered : 1 Send Door : Complete unit Outboard Color : Bronze Large or Small Missile : Large Missile Stacking : Standard Stack Sill Riser Type : Narrow Lip Lites Across: : 0 Screen Panels : Box Screen Primary Lock Type : Mortice Lock Secondary Lock Type : None 0 -Panel Rollers : Nylon Tandem Substrate : Concrete Test Report Number : See NOA 09 -0826.10 NFRC Label: VT : 0.3600 Quote Order # 1994133 Print Date 9/22/2010 Page 1 of 2 a 2 Sliding Glass Door Series 770 Description: SGD SERIES 770 Configuration: 95 x80 DB /BRZ HH7 /1 2/2 BPDRN Dealer Notes: Unit Width:: 95.50 Frame Color : Bronze Interlayer Color : Clear Configuration:: OX Door Type : ByPass Colonial style : No Colonial Lites Down:: 0 Screen Type : 18x16 Charcoal Primary Lock Color : Black X -Panel Rollers : Nylon Tandem Certification : Miami -Dade NOA ( in HVHZ) Calculated DP + : 46.6700 NFRC Label: U- Factor : 1.0900 COG: U- Factor : 0.95 The above prices, specifications and conditions have been fully reviewed and are hereby accepted. You are herby authorized to order the above products. Payment will be made as indicated by the Contract. Signature: Date: • • ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • Y IB1C Calculated DP - : 60.0000 NFRC Label: SHGC : 0.4100 Energy Star : Does Not Qualify Ordered : Unit Height: : 80 Glass Type : 7/16" Lami (3/16 HS - .090 PVB - 3/16 HS) Inboard Color : Clear Panels & Tracks : 2 Panels / 2 Tracks - 22 Sill Riser Height : 2 1/2" Muntin type : NONE Screen Rail Qty : 1 Screen Quantity : 1 Primary Lock Location : STANDARD Panel Reinforcement : No Reinforcement Anchor Type : 1/4" ELCO Tapcons 1 Send Door : Complete unit Outboard Color : Bronze Large or Small Missile : Large Missile Stacking : Reverse Stack Sill Riser Type : Narrow Lip Lites Across: : 0 Screen Panels : Box Screen Primary Lock Type : Mortice Lock Secondary Lock Type : None 0-Panel Rollers : Nylon Tandem Substrate : Concrete Test Report Number : See NOA 09 -0826.10 NFRC Label: VT : 0.3600 Quote Order # 1994133 Print Date 9/22/2010 Page 2 of 2 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 w ww.buildingcodeonline. com MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted The s ORA) to be used in Miami Dade County and other areas where allowed by by the Board of Rules and Appeal (B the Authority Having Juri sdiction (AHJ). C This NOA_ shall not valid ) the and/or tth �� date stated ther ° � M D d (in the Control of a ol to County) fails reserve Product perform C ontr in have this product or material test Mi ami Dade County) e ed for quality / assurance poses. If this product or material immediately in have the accepted manner, the manufacturer will incur the expense of such t u diction. and the AHJ AHJ may y reserves the right revoke, modify, or suspend the use of such product or material within duct Control Division that this product or to revoke this acceptance, if it is determined by Miami -Dade County 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. o Reinforcements / w DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w , sheets 1 through 23 of Robert APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Amoroso LM bearing the rough - 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Lance number and approval date by the Dade County Product Control Approval stamp with the Notice of Accep Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation & 9 of this approved drawing set for applicable SGD unit sizes, design 1. See table 1, 2 & 3, sheets 7, pressures, reinforcements, glass typ es, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name r logo, city, , state and following statement: "Miami -Dade County Product Control Approved ", unless 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 Misuse if �S NO has been a revision or change as an endorsement of any m the materials, use, and/or manufacture of the product see shall automatically terminate this NOA. Failure to comply product, for sales, advertising or any other purposes 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 the by e NOA is displayed, then it Florida, and followed d by the expiration date may be displayed in advertising literature. If any portion copy • • • • be done in its entirety. of this entire NOA shall be provided to the user by the manufacturer or its distributors • pE i ION * • • • 'dndut bg Ivv i la tle for inspection at the job site at the request Official. uest of the Building mentioned above. • • Th1s N04'c : this page 1 as well as evidence sheet E -1 and approval The submitted documentation was reviewed by Ishaq I. Chanda, P. E. • • • •. • • . • •. . • • • • • • • • • • • • • • •. • • • • • • • • . . . . . .. • .. • • • • • • • • • • • • • ..• • • • • • • • • • • �... • • • ••. . • • ... • • NOA No. 094826.1 Expiration Date: February 1 7, 2015 Approval Date: February Page 1 • • • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No P11 -5980, FTL -5993, FTL- 6036, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL-6023, FTL- 6024, FTL -6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I Inc. for "DuPont SentryGlas ® Plus ", expiring on 0 2. Notice of Acceptance No. 05- 1208.02 issued to E.I "DuPont Butacite ® PVB ", expiring on 12/11/2010 F. STATEMENTS G. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. 1. 2. ••••••• • •• •• • • • • ▪ • • • •• ▪ • •• • • • • • • • • ••• • .• •• • • • • • • • • • • • • • • • • • • • S. • • • • • . • • • • • • ... • • • • • • • ••. • • • • • • • •• •• • • • • • • ••• . DuPont De Nemours & CO., 1/14/2012. . DuPont DeNemours, for Statement letter of conformance and no financial interest, dated 08- 19 -09, signed by Robert J. Amoruso, P.E. Letter of Lab compliance, part of the above test reports. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. S. • • • • • • • • • • • • • • • • • • • • • • • • • • • S. •• • . E -1 t epttg l shag I. Chanda, P.E. Product Control Examiner NOA No. 09- 0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Concrete Strength Requirements Type Dia. tc' Elco UlhaCon 114" 2700 psi N16" 3500 psi Min. Ed Elco Crete -Flex SS4 1/4" 3350 pal Definitions: Emb. = Embedment Ed = Edge Distance Mm. = Minimum • • • • • • • • • .• • •• • ••. • • •••• • •• •GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPEDOP6ON511 (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) • GLASS SSFREi461416 - T = TEMPERED HS = HEAT STRENGTHED 1NTERLAYFJ,TYAS - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB • 63.7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. C . LAIOIIIORT1rD12) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. • G3A •9/16" LAMI&I4' : (2) LTTES OF 1/4° HS GLASS WITH AN .090 DBPVB INTERLAYER. • WA 69/16" LAMINATED:•(2) LITES OF 1/4° HS GLASS WITH AN .090 SGP INTERLAYER. 69•1° LAMINA? .ti. 3/16° T EXT. CAP + 3/8 AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • G8 - 1" LAMINI(tSMM.6.3 /16° T EXT. CAP + 3/8° AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • ▪ nit .41° LAMI11lATt71.f1 /4" T EXT. CAP + 5/16° AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. Q•DESIGN PRESSURES, E 1300. • 'iFr QIVE DESIGN OA RS BASED ON WAT R PRESSURE AND GLASS TABLES ASTM E 1300. 8.0418HORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL- 6001, FTL- 6014, FTL-6015, FTL -6017, FTL-6022, FTL- 6023, FTL- 6024, FTL -8025, FTL -6028, FTL -6031, FTL-6033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7° B. D.LO. HEIGHT = PANEL HEIGHT - 8.25° NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/18° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4° ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4° ELCO SS4 CRETE-FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge DIffiene0 Requirements reradsr 00131 cam R0,ffims SM 01/05/10 8 PER MIAMI DADE COMMENTS Rend Br. 80/0 Rmiskas SMC 11118/09 A PER MIAMI DADE COMMENTS Gam Or 0004 Chalked:. Bali SEC 08105/07 1070 'MC10401007 °NNE NO1(OM IS, FL 34278 P.0. sax 1820 NOKOMIS, FL 34274 CONCRETE SCREWS STRENGTHS: Fy MIN. =135 KS1 Fu MIN =1771(31 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungroarded CMU Grouted CMU ASTM C-90 ASTM C90 wlm grotd containing to Sections 2105.221.2 034 8809 at the FBC. Wood Screws (Head, 8111 & Jambs) In. Type 812 Wood Screw Elmo Crete -Flex 864 Min. Emb. 1 3/8" 1 3/8° Min. Ed 1" 1" UNLESS OTHERWISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI Ka tterbstVoSt 8307 0 NTS � 1 m 23 I 07.6.6 PGT0002 +7Td./ dal NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 THAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Appro.'. 0s sr111/l/ing with tha Fla: tda Hob1bki Cat I1nte NOAO Miamd Dada Prodact Robert J. Amoroso. PE PE 349752 71 1789 Head and SIII Jambs Concrete Un- Grouted CMU Grouted CMU Type Dia. Min. Emb. Min. Ed Min. 6nb. Min. Ed Min. Emb. 111n. Ed Eico Miracon 1I4" 1 3/8 2 1/2 1 1/4 2 1/2 1 314 2 in 6l18" 1 3/4 1 1/4 1 1/4 1 9/16 1 3/4 2 1/2 Eno Crete-Rex S84 1/4" 1 3/4 2 1/2 1 1/4 2 1/2 No Recommended • • • • • • • • • .• • •• • ••. • • •••• • •• •GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPEDOP6ON511 (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) • GLASS SSFREi461416 - T = TEMPERED HS = HEAT STRENGTHED 1NTERLAYFJ,TYAS - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB • 63.7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. C . LAIOIIIORT1rD12) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. • G3A •9/16" LAMI&I4' : (2) LTTES OF 1/4° HS GLASS WITH AN .090 DBPVB INTERLAYER. • WA 69/16" LAMINATED:•(2) LITES OF 1/4° HS GLASS WITH AN .090 SGP INTERLAYER. 69•1° LAMINA? .ti. 3/16° T EXT. CAP + 3/8 AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • G8 - 1" LAMINI(tSMM.6.3 /16° T EXT. CAP + 3/8° AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • ▪ nit .41° LAMI11lATt71.f1 /4" T EXT. CAP + 5/16° AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. Q•DESIGN PRESSURES, E 1300. • 'iFr QIVE DESIGN OA RS BASED ON WAT R PRESSURE AND GLASS TABLES ASTM E 1300. 8.0418HORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL- 6001, FTL- 6014, FTL-6015, FTL -6017, FTL-6022, FTL- 6023, FTL- 6024, FTL -8025, FTL -6028, FTL -6031, FTL-6033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7° B. D.LO. HEIGHT = PANEL HEIGHT - 8.25° NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/18° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4° ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4° ELCO SS4 CRETE-FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge DIffiene0 Requirements reradsr 00131 cam R0,ffims SM 01/05/10 8 PER MIAMI DADE COMMENTS Rend Br. 80/0 Rmiskas SMC 11118/09 A PER MIAMI DADE COMMENTS Gam Or 0004 Chalked:. Bali SEC 08105/07 1070 'MC10401007 °NNE NO1(OM IS, FL 34278 P.0. sax 1820 NOKOMIS, FL 34274 CONCRETE SCREWS STRENGTHS: Fy MIN. =135 KS1 Fu MIN =1771(31 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungroarded CMU Grouted CMU ASTM C-90 ASTM C90 wlm grotd containing to Sections 2105.221.2 034 8809 at the FBC. Wood Screws (Head, 8111 & Jambs) In. Type 812 Wood Screw Elmo Crete -Flex 864 Min. Emb. 1 3/8" 1 3/8° Min. Ed 1" 1" UNLESS OTHERWISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI Ka tterbstVoSt 8307 0 NTS � 1 m 23 I 07.6.6 PGT0002 +7Td./ dal NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 THAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Appro.'. 0s sr111/l/ing with tha Fla: tda Hob1bki Cat I1nte NOAO Miamd Dada Prodact Robert J. Amoroso. PE PE 349752 71 1789 P440ok /Anchor Tendon) P-Hook Mou1Ntre Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Type Dia. Min. b. Em Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed 0m UHreeOn 114" 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 1 1/4 Oco Ckete+lex 884 114" 1 3/4 2 1/2 Not Recommended 1 3/4 2 1/2 Nol Recommended • • • • • • • • • .• • •• • ••. • • •••• • •• •GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPEDOP6ON511 (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) • GLASS SSFREi461416 - T = TEMPERED HS = HEAT STRENGTHED 1NTERLAYFJ,TYAS - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB • 63.7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. C . LAIOIIIORT1rD12) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. • G3A •9/16" LAMI&I4' : (2) LTTES OF 1/4° HS GLASS WITH AN .090 DBPVB INTERLAYER. • WA 69/16" LAMINATED:•(2) LITES OF 1/4° HS GLASS WITH AN .090 SGP INTERLAYER. 69•1° LAMINA? .ti. 3/16° T EXT. CAP + 3/8 AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • G8 - 1" LAMINI(tSMM.6.3 /16° T EXT. CAP + 3/8° AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. • ▪ nit .41° LAMI11lATt71.f1 /4" T EXT. CAP + 5/16° AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 SGP INTERLAYER. Q•DESIGN PRESSURES, E 1300. • 'iFr QIVE DESIGN OA RS BASED ON WAT R PRESSURE AND GLASS TABLES ASTM E 1300. 8.0418HORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL- 6001, FTL- 6014, FTL-6015, FTL -6017, FTL-6022, FTL- 6023, FTL- 6024, FTL -8025, FTL -6028, FTL -6031, FTL-6033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7° B. D.LO. HEIGHT = PANEL HEIGHT - 8.25° NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/18° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4° ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4° ELCO SS4 CRETE-FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge DIffiene0 Requirements reradsr 00131 cam R0,ffims SM 01/05/10 8 PER MIAMI DADE COMMENTS Rend Br. 80/0 Rmiskas SMC 11118/09 A PER MIAMI DADE COMMENTS Gam Or 0004 Chalked:. Bali SEC 08105/07 1070 'MC10401007 °NNE NO1(OM IS, FL 34278 P.0. sax 1820 NOKOMIS, FL 34274 CONCRETE SCREWS STRENGTHS: Fy MIN. =135 KS1 Fu MIN =1771(31 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungroarded CMU Grouted CMU ASTM C-90 ASTM C90 wlm grotd containing to Sections 2105.221.2 034 8809 at the FBC. Wood Screws (Head, 8111 & Jambs) In. Type 812 Wood Screw Elmo Crete -Flex 864 Min. Emb. 1 3/8" 1 3/8° Min. Ed 1" 1" UNLESS OTHERWISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI Ka tterbstVoSt 8307 0 NTS � 1 m 23 I 07.6.6 PGT0002 +7Td./ dal NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 THAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Appro.'. 0s sr111/l/ing with tha Fla: tda Hob1bki Cat I1nte NOAO Miamd Dada Prodact Robert J. Amoroso. PE PE 349752 71 1789 • • •• • • • • • • MI MAI 1111 II lb .. • • • TA SH Raoul Br bece Baal BT SMC R8Y SMC 01/05/10 DON 11/16/09 Xp Ralskas RsN#tna Reffsiortx A &MAW rata (Nag B Oats SMC 08/06109 TABLE, SEE D.P. TABLE, SHTS. 7-9 1 SHTS.7 -9 SEE N DP Nu TABLE Q SHTS. Ail 7 -9 % 1 1® X0, Ox, XX, EE D.P. TABLE. XXP PERML4Ml DADECOMMENTS PER MIAMI DADE COMMENTS 1'07015 INOLOOYDRIVE NOKOMIS, R. 34278 P.O. BOX 1818 NOKOMIS, R.34274 N SEE DP TABLE SHTS. 7 -9 oxxo, xxxo, oxxx, xxxx, POCKET DO Xp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: )0XX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. CORNER, TYP. QUALIFIED CONFIGURATIONS ma SERIES 770 ALUM. SGD — LMI CeRsanslit SOD770 PRFPARFl1 RY• F SEE D.P. TABLE, SHTS. 7 -9 NTS TO III: Oxo, oxx, XXO, xxx OXXp, XXXp ss _J POCKET, TYP. SI* Oavm. 0(0 2 r 23 PGT0002 8 535 N CCIOSWFI 1 ST STE MS ROCKI FORF FI AppOOOr�c[ w �v as annsi}v:g oGh eW9 ?10A5 P -A MFBmd Dada Prcdsst Control , ,"IfM °dVl A D A MES g4 , N � ��.q��Q,.•�� '� Q: I # o 49 :, F 16 ; �W Robert J. Amoroso, P.E. PE549782 A78ES PN• 331 .6500.1797 FAX 391.695 -17H9 SHTS.7 -9 o fa � ©© o ♦n o +� ®® f ©© E66 r EE o ♦o al 6�6 ■P o ♦o BLE © ♦o ITS. mwar -9 viFy NET 60 • • •• • • • • • • MI MAI 1111 II lb .. • • • TA SH Raoul Br bece Baal BT SMC R8Y SMC 01/05/10 DON 11/16/09 Xp Ralskas RsN#tna Reffsiortx A &MAW rata (Nag B Oats SMC 08/06109 TABLE, SEE D.P. TABLE, SHTS. 7-9 1 SHTS.7 -9 SEE N DP Nu TABLE Q SHTS. Ail 7 -9 % 1 1® X0, Ox, XX, EE D.P. TABLE. XXP PERML4Ml DADECOMMENTS PER MIAMI DADE COMMENTS 1'07015 INOLOOYDRIVE NOKOMIS, R. 34278 P.O. BOX 1818 NOKOMIS, R.34274 N SEE DP TABLE SHTS. 7 -9 oxxo, xxxo, oxxx, xxxx, POCKET DO Xp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: )0XX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. CORNER, TYP. QUALIFIED CONFIGURATIONS ma SERIES 770 ALUM. SGD — LMI CeRsanslit SOD770 PRFPARFl1 RY• F SEE D.P. TABLE, SHTS. 7 -9 NTS TO III: Oxo, oxx, XXO, xxx OXXp, XXXp ss _J POCKET, TYP. SI* Oavm. 0(0 2 r 23 PGT0002 8 535 N CCIOSWFI 1 ST STE MS ROCKI FORF FI AppOOOr�c[ w �v as annsi}v:g oGh eW9 ?10A5 P -A MFBmd Dada Prcdsst Control , ,"IfM °dVl A D A MES g4 , N � ��.q��Q,.•�� '� Q: I # o 49 :, F 16 ; �W Robert J. Amoroso, P.E. PE549782 A78ES PN• 331 .6500.1797 FAX 391.695 -17H9 • • • • • • • • • • alb Mb Mt Rawl eke A.dB5 SMC kandBr SMC SMC Dew Oats 01105/10 ••• 11118E9 09/0S$09 • • •• 1•• • e Ott N.n .... DP cm. '..' • • � •• � TABLE �•••• SHTS • • • ' ' •••• 7 -9 „mom, 1 Nov:, SEE D.P. TABLE, SHTS. 7 -9 TA SI- OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE OXXXXO, XXXXXO, OXXXXX, XXXXXX. )00000(p APPROVED CONFIGURATIONS Approved as wmpS; be With MR pper1�dduu BW.123 C pee *CM • t ROM `S SW A o� EMSF 0 q G y 1 \ o 497-! :OS Rations ReWskos A Qe4r9461c PER MIAMI DADECOM6IENTS PER MIAMI DADEOOMMEMS 1070 TECHNOLOGY DRIVE NOXOMI9 FL 34275 P.O. 90X 1529 NOKOM42 8.34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI Daft 8ww770 NTS 3 s 23 PGT0002 9 PRFPARFf1 RS FTC 11 C 836 N. COOSW FI ST STE MS RCM P 1E FO Robert J. Amoroso, RE. PE 449752 3911+5 PH. 391•90 -1782 FAX 9714(911.1789 STATE � F () . 4 '•4 S94ONA� 040 SHTS. 7 -9 00 o ♦n NEYARY %EY fig f EE IP BLE ITS. -9 ° �n __ _ BBB m ND / / BBB BBB Q '' r 41 ♦ N xplacf • • • • • • • • • • alb Mb Mt Rawl eke A.dB5 SMC kandBr SMC SMC Dew Oats 01105/10 ••• 11118E9 09/0S$09 • • •• 1•• • e Ott N.n .... DP cm. '..' • • � •• � TABLE �•••• SHTS • • • ' ' •••• 7 -9 „mom, 1 Nov:, SEE D.P. TABLE, SHTS. 7 -9 TA SI- OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE OXXXXO, XXXXXO, OXXXXX, XXXXXX. )00000(p APPROVED CONFIGURATIONS Approved as wmpS; be With MR pper1�dduu BW.123 C pee *CM • t ROM `S SW A o� EMSF 0 q G y 1 \ o 497-! :OS Rations ReWskos A Qe4r9461c PER MIAMI DADECOM6IENTS PER MIAMI DADEOOMMEMS 1070 TECHNOLOGY DRIVE NOXOMI9 FL 34275 P.O. 90X 1529 NOKOM42 8.34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI Daft 8ww770 NTS 3 s 23 PGT0002 9 PRFPARFf1 RS FTC 11 C 836 N. COOSW FI ST STE MS RCM P 1E FO Robert J. Amoroso, RE. PE 449752 3911+5 PH. 391•90 -1782 FAX 9714(911.1789 STATE � F () . 4 '•4 S94ONA� 040 • SHTS. 7 -9 0 SHTS. 7-8 wok, AD .1\ EE © m VVVEY ® ® 1•••• • 3E.E••• • •• -9 t • 1 r� EB ©© m A B4B B4B r-- B4B r -- B BB E ig , V X „rn „pt JAM' NET® DP c ♦o / m / m / m / NU 1 BLE ♦,�Q'' ITS. Ate© -9 va ,,mw1Tt 1 ®® SHTS. 7 -9 0 00 wok, AVo W NEY EE © m Ali B ©© m A B4B B4B BBB m © VD •• • • • • • •• • •• •• • • • •• • •• •• • • •••• Azad Pea serc angler 3170 Si E TA I S oxxxxxo, xxxxxxo, oXXXXXX, XXXXXXX, XXXX)O(Xp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA S 7 Ostr 9501210 12. 11/1669 Dan m@ omiwd* arx SMC 08106/09 Rovistarrer Ram A oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XX)OCXXXXp PER MAW DAVE COMMEJlB PER ram TECHNOLOGY DRIVE 501207115, FL 30275 P.O. BOX 1529 NOXO1163, PL 34274 QUALIFIED CONFIGURATIONS 8.44,4140* 500770 P PPARFf1 RN F NTS T2. 1 141 Sleet 4 623 h45 N 2:{M1CWFI T. SERIES 770 ALUM. SGD - LMI •++v9. Rte PGT0002 B BT. SW 728, ROCK' Ff7211P FI APpr°rc! rot mm24513aka the Wit. C1° ease` it 2016 NM/ •7 -0 • 04•70 Wait Dodo p udazt Central „mongol 09t, �•��:•� ENS 0 49 TE OF tri O R 10 a �� +� Robert J. Amoroso, P.E. PE #49752 52657. PH- 391.929-1798 FAX :721A -1787 • • • • • • • • • • • • • • • • • •. •••• • • • •• • • • • • • • • • • • • • • •• • •••• • • • • •• ••• • EMERIOR —• • J 3/16° HS GLASS .090 DBPVB •• •• • • 3/16° HS GLASS 7/16° NOM. • •••• • • • •• • • • • • • • EXTERIOR 1/4" HS GLASS .090 DBPVB — 1/4" HS GLASS ---.- 9/16° NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G3 3/4° NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16° NOM. 7/16" LAMINATED GLASS TYPES G4 1/4° HS GLASS .090 SGP 1/4" HS GLASS 9/16" NOM. 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A Apprnmi as cempl g wD6 the p Date ?L� Ry� 2070 NOM 09-08 sG 46 Miami Dade Nalkal Cwrid Reel Se SMC aaanar SMC Dew 11/16/09 Oats Pew Iterlsba A Chadod PER MIAMI DADECOMMENTS Date 1070 TECHNOLOGY ORME NOKOMIS, 8.34275 P.O. BQX 1529 NOKOUIE FL 34274 GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI Slalkot 699770 NTS PRFPARFD RY. FTC I I r. Meg omlyN. 5 s 23 PGT0002 R9P N COGS R7 PTE. Rom RC A FM;F Fl 6'..1 R1pP'.. Robert J. Amoroso, P.E. PE 149752 37055 PH 371-1390.17PP FAX 9716N41 /9P • • • • • •• • • • • • • • •• • ••• •••••• • EXiBRIOR • • • • • • • • • • 3/16° HS GLASS • • • • 3/8" AIR SPACE • • • • • • • 3/16" T GLASS NOM. • • • • 1" NOM. • •• •••• •• • •• • • • • • •• •••• • ••• • •••• ••• • • • •• • • • • • • •••• • • • • •••• TRUSEAL DURASEAL SPACER EXTERIOR 1" LAMINATED I.G. TYPES G5 3/16" HS GLASS —� .090 DBPVB 3/16° HS GLASS .090 DBPVB 3/16° HS GLASS 5/16" AIR SPACE 1/4° T GLASS 1° NOM. r 1 I GLA T S E S J r I TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 3/4" NOM. GLASS BITE EXTERIOR EXTERIOR 3/16" HS GLASS —► 3/8" AIR SPACE 3/18" T GLASS 1 °NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 3/16° HS GLASS .090 SGP 3/16" HS GLASS —+- 090 SGP - f 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE Approved es m®ptylag al7n We Date g' i 2010 AIOAP A1lam1 Dade i tip i l kwc • Road*: oche Rwffimos RagSa7. Dais Roaster Oats SMC 11/16109 Radice PROS= A umnR1- arm OodsORR oats SMC 01809 RJA PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1829 NOKOMIS, FL 34274 GLAZING DETAILS rme SERIES 770 ALUMINUM SGD - LMI Saes. Sat SOeet p SW& R 300770 NT$ 6 m 23 POT0002 A PRFPARFl1 RY• PTT: 1 1P. rule N C.M;RWFI ST ATP ( OA MINI FM4F Fl Robert J. Amoroso, P.E PE 849752 97955 PH• 121fieh417RA FAX 971.ApM11742 • 13ESrGal PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. H & S, TAPCON SHEET 1. 1 'HMO & SILL (H&t INFALINK, f G5R - 7Q8' LAMINCI .44i(1/4' III • • • • • • • • • • • •• •••• STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE TEMP. / AIR 13116" H.S. 1 PVB 13116' H.S.) 41 7112 • SEE ANCHORAGE ANCHOR QTY. ULTRAOON PER PANEL (FORMERLY 1 & 2 ON RE E -FLEX tACON STEEL SCRIM (G5) NOTES UNIT HEIGHT 80 84 90 96 Ml D • ',VW. PANEL •44•Mg• • WIDTH SIDE •• • •• • • •••• • • ON00 Z'6 ONOO 000M ONOO - Z'I. ON00 000M 'Z ONOO - Z'6 ONOO OOOM ON00 h i l ONOO - E 2,4 -WOOD GLASSQYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 -60.0 +60 -60.0 •••• 24 S o d H &S C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C4 +2 C4 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 30 13.10401/V H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 -60.0 +60 -60.0 36 E u k H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 - 60.0 +60 - 60.0 +60 -60.0 42 5 d` H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 -60.0 +60 -60.0 -- C4 +2 H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 6 6 6 6 5 6 7 7 7 TABLE 1A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH 1 - 1/2" WA LOW 2 -1/2" +48.87 PSF Ml D 3-1/4" +80.OPSF HIGH 4" + 60.0 PSF SEE NOTES 1 -3 • • • • • •• • • • • • • • • • • • POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 2 1/2° SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4° SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3.4 °, 31/4" AND 21/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. (Under. SMC SMC Oas 0//OBNO mea 11H8'18 D..mBr Daft SMC 08/05/09 8 A A Odlm183, PER MAIN OADE COMMENTS PER MIAMI DADEO SK:N S Oats 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 = EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" EXT. 90° OUTSIDE CORNER DP AND ANCHORAGE 90° INSIDE CORNER OH HEIGHT SERIES 770 ALUMINUM SGD - LMI OH LENGTH OVERHANG OH LENGTH OH HEIGHT �I EQUAL TO 1 8 OR GREATER 0 SEE NOTE 3 steesSfa[d 8¢IS Sa°S 00.10 M 500770 NTS 7 m 23 PGT0002 STANDARD ASTRAGAL STANDARD STILES Approved as x £7141666 Mt Bp6.8ag Cod Daft e.G�t0A/ I�1, 2C /0 NOA# O9- d9RL•/O N M U vp / a Prod�stl Cm / By & (. 144.4) Robert J. Amoruso, P.E. B PE 049752 *'12.:*' H_sIT.e DESIGN.PRESS ,ee AND ANCHORAGE _UN-REINFORCED HEAVY a STANDARD ASTRAGAL I (FORMERLY TAPCON 3) '5/18° U.IRACON 4) 1112 STEEL S018N (G5) 'SEE ANCHORAGE NOTES 182 ON SHEET 1. TABLE2. 044 -9/16 tAmmtastadts_ !de- 7/16" LANNATEISLGLL- fip .711f LANTRATED Lel,- • • • • •• Alb Am • = = si 6 /Ai/3118" HS. ISGP/ 3/16" H.S.) (1Aj5/? / AIR / 3)16' HS. / SGP/ 3/16' HS.) LOAD = UNIT HEIGHT 80 1 84 80 88 102 108 114 120 • • Nat PANEL • WIDTH ••• #•: 0 • •ff • I ONOO-E COOM-4'Z ONOO Z' ONOO-£ COMA - 4'Z ONOO - Z'L ONOO-£ COOM - 4'Z 1,2 -CONC I) ONOO £ OOON -V'Z ONOO- ZL ONOO LOOM- 4'Z 1,2 -CONC ONOO - £ COOM-4'Z ONOO- Z' L 3- CONC DOOM - 4'Z ONOO Z L I ONOO - E COOM- GLASS 11PE -4, 4A 8,13A 80.0 -60.0 60.0 -60.0 60.0 -80.0 60.0 -80.0 60.0 -80.0 60.0 - 80.0 80.0 60.0 80.0 -80.0 - - ••ii, • 8 1p3 ' ' 0441 C4 +1 C8 +2 C4+1 C4 +1 C6 +2 C4 +1 C4 +1 C6+2 C4+1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4+1 08 +2 C4 +1 C4 +1 C8 +2 C4 +1 C4 +1 C8 +2 71 Aj8 18 10 10 10 10 10 10 10 10 10 10 10 12 12 - 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 8 6 8 8 8 6 8 8 8 8 6 c, - E- 4,4A,6,8A 60.0 - 60.0 80.0 -80D 60.0 -60.0 60.0 -80.0 60.0 60.0 60.0 -80D 80.0 -60.0 60.0 -60.0 30 HMS C4 +1 04 +1 C6+2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C8 +2 C4 +1 C4 +1 C8+2 C4 +1 04+1 C6+2 C4 +1 C4+1 C8 +2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 8 6 8 6 6 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 80.0 - 60.0 60.0 60.0 60.0 - 80.0 80.0 -80.0 60.0 -80.0 60.0 - 80.0 80.0 -60.0 60.0 -60.0 36 y i .7 H85 C4 +1 C4 +1 08+2 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C6 +2 C4+1 C4 +1 C8 +2 C4 +1 C4 +1 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 8 8 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE - 4, 4A, 6, 8A 80.0 -60.0 80.0 -80.0 80.0 -60.0 60.0 -80.0 60.0 -80.0 60.0 -80.0 60.0 60.0 60.0 60.0 42 SIWOUV H8S C4 +1 C4 +1 C8+2 C4+1 C4 +1 C8 +2 C4 +1 04+1 C8 +2 C4 +1 04 +1 06+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4+1 C4 +1 C8 +2 C4 +1 C4 +1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 8 6 8 8 8 8 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A, 6, 6A 60.0 -800 60.0 -60.0 80.0 -60.0 60.0 -60.0 60.0 60.0 60.0 60.0 60.0 -80.0 60.0 -60D 48 9+WaN HMS C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C6 +2 04 +1 C4 +1 08+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4+1 C8 +2 C4 +1 C4 +1 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 6 8 6 6 8 6 7 7 7 7 7 7 B 8 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A 6,6A 60.0 -60.0 60.0 - 60.0 60.0 -80.0 60.0 -60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 54 MS C4 +2 C4 +2 C5+2 C4 +2 C4 +2 C5+2 C4 +2 C4 +2 C5+2 C4 +2 C4 +2 C5 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 8 6 8 6 6 6 7 7 7 7 GLASS TYPE- 4, 4A, 6, 6A 60.0 -60.0 60.0 -60.0 60.0 60.0 -80.0 ( 80 ) �-/ 1 1.188 04 +2 04 +2 C5+2 C4 +2 C4 +2 C5 +2 C4 +2 C4 +2 C5+ C4 +2 +2) C4 +2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 6 6 7 7 7 7 7 8 TABLE 2A SILL HT. VS POS. DP SLL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1 -12" WA LOW -2 -12 +46.67 PSF MED - 3-114" + 60.0 PSF HIGH -4° +60.0 PSF SEE NOTES 1 -3 8 • • • 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31 4° SILL. 2. WHEN USING THE 2 1/2° SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4° SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2", 31/4° AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O = EXAMPLE ON SHEET 10 OH HEIGHT L SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION r OH LENGTH ►1 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 Q OR GREATER 0 SEE NOTE 3 STANDARD ASTRAGAL HEAVY DUTY STILES DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 825° Approved a as complying d.44 ov er t ffie 5/ e4,& , �DI6 No#604- oA2.4.i Matti D*4e Fcealac"t Rand ed_ 444dar 8910 Read aye 2610 Dann 6T SMC Does 01/0'0 Bnr 11/1808 08/05/09 tarlstorgc ReekkAtr A Checked Br PER MWMi0ADECOMMENTS PERMWMIDADE COMMENTS 1070 TECHNOLOGY DRIVE NOKO,96S, R.34276 P.O. BOX 1629 NOKOMIB, FL 34274 DPANDANCHORAGE r- SERIES 770 ALUMINUM SGD - LMl Bsoakdat &Sr 560770 NTS ;L -171• aa� 8 d 23 omeBm PGT0002 we B Rabart J. Amoruso, P.E. PE 849752 E_ ipiaIGN PRESoSYIRE .g4D ANCHORAGE - UN- REN FORCED -HEAVY DUTY STILE - HEAVY DUTY ASTRAGAL H &S, 1APCON) TABLE3. Hap & SILL (I480 00( Gb'1! 7/16 °LAt 1E61 I.- ( • •••• • • • • STRAIGHT& CORNEFt ASTRA GAL CLUSTER PLUS INTERVE DATE 1 14" 1Etr ... /AR /3/16'HS. /SGP /3/16°HS) 4) "61261851. ' SEE ANCHOR%GENDTES1 ANCHOR OW. Typists: CO LLIRACON FER PANEL (FORMERLY &2ON SFEET1. WA 4 CRE E-FLEK LTRACON SCREW (05) UNIT HEIGHT 80 84 90 98 •Aga PAN E L •• FR A M E 'WIDTH • •• • • • • . • ONOO - Z'L ONOO•E 000M -V t 1,2 -CONC ONOO-E OOOM - 4'Z ONOO - Z'I 3 -CONC ONOO - Z'L ONOO-E 000M - 4 'Z IBMS TYPE - 4, 4A 6, 6A 90.0 - 80.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 24 I 81043LIV H&S C6+2 C6+2 C6+2 C8 +2 06 +2 C6+2 C8 +2 C6+2 C6 +2 C6+2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 5 6 5 6 6 5 6 8 6 8 8 GLASS TYPE -4, 4A 8, 6A 90.0 - 90.0 90.0 - 80.0 90.0 -90.0 90.0 -90.0 30 I Sn43W H&S C6+2 C6+2 C6+2 C6+2 06 +2 C6 +2 C8 +2 C6+2 C6 +2 C8+2 C6 +2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 6 6 8 6 6 6 8 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 36 WOIPUV H&S C8+2 C6+2 C6+2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C8+2 06 +2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A 6, 8A 90.0 - 80.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 42 ISJa4 H &S 66+2 C6 +2 C6 +2 C6+2 C6+2 C6+2 C6 +2 C8+2 C6 +2 C6+2 66 +2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A 6, BA 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90D 48 H&S C8+2 C6+2 C6+2 C6 +2 C6 +2 C8 +2 C6 +2 C8+2 C6 +2 C6+2 C6 +2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK I 8 8 8 8 8 8 9 9 9 10 10 10 TABLE 3A SILL HT. VS POS. DP SW.. RISE ( +) DESIGN I-EGHT LOAD FLUSH - 1 -1/2° WA LOW - 2-1/2" + 48.87 PSF NED - 3-1/4" + 60.0 PSF HGH - 4" + 90.0 PSF SEE NOTES 1 -3 • • ■••■ • • • • • • • • • • • 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 SILL. 2. WHEN USING THE 2 1/2° SILL, POSITIVE DP IS 48.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2 1/2 ", 31/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDF11ON IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. EXT. 90 OUTSIDE CORNER HEAVY DUTY ASTRAGAL HEAVY DUTY STILES OH HEIGHT L DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° 90° INSIDE CORNER OH LENGTH -{ E OVERHANG OH LENGTH OH HEIGHT • EQUAL TO 1 O OR GREATER SEE NOTE 3 Approved es complyloysia Go Raidir* Cat Buse a 8 NOAH Mad Buda / t By \4,^� �, LL .,t-L- Reader sera amigos Render oar BBC OL•0N0 Ra B PER ARAM 0ADECO4MENTS R•sseC SO/C m. Radsimas 1Vt6N9 A PER WA51T. DE COMMENTS nooses: coo aaededes: man SMC 0468/09 1070 TECHNOLOGY DRIVE NOKO101.9 FL 34278 90. BOX 1678 NOKO69S FL 30274 DPANDANCHORAGE .aa SERIES 770 ALUMINUM SGD - LMI $00770 NTS RFPARFf1 RV. PTP 1 1 t: blest 9 e 23 5.75 N. C.O1"SWF1 Doak. 116. PGT0002 • iO .. - . ° ',••i ...t• � O t - • p ' Robert J. Amoroso, P.E. B PE 949752 NT RTF c25 ROCKI Pflv^F Ft 37;55 PH 391 -13A0-1189 FAX 721-640 -17RA m � 0 m m m 4AX. z x 11 x MAX x = FRAME ANCHORS = P -HOOK ANCHORS MAX. • • ° x x x x x x , z x x x x 24° MAX O.C. 8° M, ®x 10 °MAX' .10" • m 0 ® II T m 10° MAX ° 3 f m 3° x j 21 MAX. z x 8° M1 0 x T-i L x M 0 8" MAX. TYP. 0 " L • • • • • • • • • • • • • • • • • •AIdCEIORAGE REQUIREMENTS NOTES: 101• •NPROVED ANICHG TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4° ELCO SS4 CRETE -FLEX 3) 5/18° ULTRACON 4) #12 STEEL SCREW (G5) 2. ANC,1OR LON1tIN SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 -3, SHTS. 7 -9: • • • Roxsabx Rs,®aey ShiC Reader. SC Arts - al. G'**ko,ey Owls SMC 08/05/09 RJA PRFPARFh RV. P7C I I C 5,1K N CO(ASWFI AT RTE C75 RIICKI FIYiF Fl 37086 PH 3t FAX391.FO.1789 HEAD & SILLS • EP MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, • C.US SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24° MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11 -12. •• • •• •• • • !OS & P-H %I f MAX FROM BOTTOM AND 21° MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. • • • J ••• - • • - ANCHORS PER PANEL° ARE 8° MAX INTERLOCK ASTRAGAL INTERIOR y - - - - - --- - - - - - - 3.5° - ----- - - -' ---- - --- - - - - - -- S .. r - 8 ° MAX T HOSE AT THE HEAD AND SILL CENTERLINE CENTERLINE • • 8 BETWEEN CLUSTERS OR THOSE ° _ � P. 1 yv��ryls BETWEEN A CLUSTER AND A = -� [7A[s — �r:0 • • • •_ _ " " '•L• • • • • FRAME JAMB OR P -HOOK. 2.04° 4 •• �rJ ••• • I• • I 35° -- - - 3.5° --• 24° MAX. O.C. ••• 3.5° EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP. ( 3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW C4 2 C4 2 24' MAX O.C. • • 1_0 0 0 0 SEE CLUSTER DETAILS, SHT. 11 3.5° TYP. Q) P-HOOK ANCHORS INTERLOCK CENTERLINE 3.5° TYP. J INTERLOCK CENTERLINE 8° SEE NOTE BELOW 14° 8° SEE CLUSTER DETAILS, SHT. 11 2 C4 2 EXAMPLE OX -90° OUTSIDE CORNER -XO CORN (4) PANEL, 60" x 96° DOOR FROM TABLE 2, SHT 0 0 0 o 0 0 I 1, EXTERIOR SEE CLUSTER DETAILS, SHT. 12 r-- NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS O .C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING : R ANCHORAGE PLAN: . 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE LII 3.5° 2.04° TYPICAL JAMB CLUSTER FOR DETAILS M &R 4.051' MIN. . O.C. $AM PLE PLANS D - LMI PGT0002 % %%% 4 ' 0,. *Wend as e 400 04 48 2 14940 A Data YY Zoio NOM - 0•Xt.. Q Miami Md. eaa OmHtd • I STATE OF .114 ��` s a BA ppn� Robert J. NR°N,°, P.E. PE049762 • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • L rtea11* O FlosdBA Azad IYA AAA firafaxe 5810 11118519 A OmoLIe SMC L 0&0509 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 rAR'VRAGACUR INTERLOCK CENTERLINE RmAkar Chad. Its J INT. 2.040 4- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 L INTERLOCK CENTERLINE PER SWAN CADECOMMENTS Orr 4.049 J 3- TRACK, ASTRAGAL. TIRTE - RC I ANCHOR CLUSTER - C5 1 INT. J 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 L J 1070 7ECHNOLOOY DANE NOKOA58, FL 34775 P.O.8gX 1820 NO11050:3 FL 34274 L 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - Cb rXSTRAMEaR INTERLOCK CENTERLINE 1 INT. 3.5 2.040 4- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C6 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI Seale NTS 11 d 23 809770 Iteseks. IF. PGT0002 I A 13.r . • 113• e3. Approved es elevtgeg Wel 19. Daft ;oro 14 D•4 . ▪ • • ,,,jp6AES 417 C EMS - • • • __ • QJ N 4975 � : O E �,��` W #ot C,i O R1� P, ��,� ,, ,, 1 OMAL , N, ,,, Rau..... Robert J. Amoroso. RE. PE 549752 oi4..iK SE . 310(:73∎_« r • •t••• • • • e • ASTRAGAL OR 1 INTERLOCK • • f CENTERLINE • 1.75 I I•• • L 3.b • 12- TRACK.ASTRAc L / INTERLOCK • r ANChtSkttUSTER - C4 • • • •• • • • • • •• • • WPRAOALW • • • �• • INTERLOCK' -- `1 CENTERLINE J - 6 3.5 't INT. r INT. L 2- TRACK, ASTRAGAL/ INTERLOCK ANCHOR CLUSTER - C5 ralRAaAEaR INTERLOCK CENTERLINE ASTRAGAL OR 1 r+-- INTERLOCK CENTERLINE 3.5 INT. r L 1 INT. AS OR 1 INTERLOCK CENTERLINE 1.75 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - Cb rAVT3MAL INTERLOCK CENTERLINE 7 t INT. 3.5 6 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. • • • • • '1••• • 1••• • •• • • • • • • 1•••• • • • • • • • 1• • • • , •• • • • •• • • •• • •••• • • • • •• •••• • 1••• • • 1• • • •• • • • 1••• • • • • •••• EXT. 1 ' ■ 3.889 35 J 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 2.04 INT. \ 3.889 2.04 EXT. 3.5 3- TRACK, 90° OUTSIDE CORNER SHOWN, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS INT. ■ r 3.5 3.889 EXT. 2.04 2- TRACK, 90° INSIDE CORNER SHOWN 2- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 � -- 4- TRACK, 90° INSIDE CORNER SHOWN, 4- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS 1 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Approved es es w4I withal Code 2oiO NOA8o9- 0824.10 Miami Bads healed Calla Render r 814 C °weer SMC Dee Dee ousno Dee 11N•D9 Dee OB/0&09 Resew 9 Releaw A Charier! Br PER ADAM 1 CODE COM•d64l3 PER MIAMI DACE COMMENTS Des 1070 TECHNOLOGY DRIVE NOKOML4, FL 34278 P.O. BOX 1829 NOKOM08, FL 34274 ANCHORAGE, EXAMPLE CLUSTERS Tex SERIES 770 ALUMINUM SGD - LMI Weeeiest SOD770 awls ewe 12 or 23 m.eo& PGT0002 Robert J. Amoroso, R.E. Fl P • .,- r:F• " +.. 2 1/16" O.C. • 'Valk !.!MP. • • • • • • • • • E. D : • cow i — ,,,,,_ EXT. W:4 ,...,'",, i , ....• W 1 3/8" MIN. — 1_ • • • mAx. 1 • SHINI• SHIM • • • • .14 ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 • • • • • • DETAIL 1,42•11RAPCK FRAME HEAD DETAIL B, 3-TRACK FRAME HEAD • WpinlyiTiLLLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD • WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP CONCRETE INSTALLATION i §rCACHOR SEE ANCH.NOTE 3, NOTE 516HT. 1 • • • SHT. 1 . Vir.mAx-) • • • • • L CONCRETE • ANCHO NOTE 5 SHT. 1 SEE ANCHOR (1/4" MAX.) l ijit l ' 1 '1j11 j 2 2 1/16" 1° MIN I TYP. 1° MIN DETAIL E, 2- 2x WOOD BUCK FRAME SILL TYP., 2 1/16" WOOD INSTALLATION SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 3/8° MIN. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX) 0•A Chew 01•5110 Oa< 11/18109 &As 08/00/09 MrafArmo RoAskar 13 PAM:as A SEE CHART, SHT. 1 DETAIL H. 3-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 2 1/16° 0.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 PER MIAMI DADE COMAfENTS PM 1 MIAMI DADE COMMENTS Dew 2 1/16" O.C. TYP. 1 3/8" MIN. E.D., O.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION ONCRETE SEE CHART SHT. 1 SEE CHART SHT. 1 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX) EXT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, R_30774 EXT. 1/4° MAX. SHIM 1 3/8° MIN. 2 1/16" 0.C., TYP. 1" MIN 2 1/16" 0.C., TYP. E.D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION 2 1/16" 0.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) Etrekelffirdat 9013770 SEE CHART, SHT. 1 2 1/16" 0.C. TYP. Sods NTS : PT . 1" MIN E.D., TYP. Meat 13 a 23 11 4 SEE CHART SHT. 1 1/4° SHIM CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EMEI E . SEE CHART, SHT. 1 DETAIL G, 2-TRACK FRAME SILL CONCRETE INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4-TRACK FRAME HEAD WOOD INSTALLATION 1 3/8" MIN. NCRETE DETAIL D, 3-TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/8" MIN. ANCHORAGE DETAILS 711• SERIES 770 ALUMINUM SGD - LM1 Row SEE CHART, SHT. 1 2 1/16" 0.C. TYP SEE CHART SHT. 1 Approval so conaptylsralgt Merida Bolen Code Bata cfitTE. eg PIOAD IPT -0 49 mi.mi di& OMNI PGT0002 • Robert J. Amoruso, r • • , #4 q 9752 i ' , 1 ••:1: • CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 • 2 1/16° 0.C., TYP. *SEE ANCHOR • • • NOTE A, SHT. 1 • • • 4114111111AX) • • • • • • 1 3/8° MIN. • • • F. x : 1 •••• 1/4•MASC SHIM -;7 • • WOOD • ViretibR TYP., SEE ANCHOR NOTE 2, SHT. 1 • 'e• • • • • SEE CHART, SHT 1 • DETAIL L, 4-TRACK FRAME SILL • • CONCRETE INSTALLATION DETAIL M. 4-TRACK FRAME JAMB WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1° MIN. 2.693* MIN. CONCRETE ANCHOR TYP., SEE 1" MIN. 1 3fi8 MIN. ANCHOR 1/4° !MX SHI NOTE 1, SHT. 1 WOOD 1° ANCHOR 1, i MIN. TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, DETAIL N, 2-TRACK FRAME JAMB SHT. 1 WOOD INSTALLATION WOOD FRAMING 1 3/8" MIN. EXT. DETAIL S, P-HOOK WOOD INSTALLATION ONCRETE 1/4° MAX SHIM SEE CHART EXT- 1 SHT. 1 21/16' DETAIL 0, 4-TRACK FRAME JAMB 0.C., TYP. CONCRETE INSTALLATION 1 3/8° MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 3/4' MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, E.D. 1/4" MAX. SHIM DETAIL Q, 3-TRACK FRAME JAMB WOOD INSTALLATION 1 1/4" MIN. 1" MIN. 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 SEE CHART SHT. 1 1/4° MAX. SHIM —.1 SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL T, P-HOOK CONCRETE INSTALLATION SEE CHART SHT. 1 1/4° MAX SHIM S EXT I I SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EXT. 2.693° MIN. 21/16' 0.C., TYP. :711 111 DETAIL P, 2-TRACK FRAME JAMB CONCRETE INSTALLATION 21/16" ONRY DETAIL R, 3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS / MASONRY (GROUTED BLOCK ONLY) • SEE CHART, SHT. 1 • SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 3.5° TYPICAL JAMB CLUSTER FOR DETAILS M. 0, P. Q & R !!!!!!!!!!!!!!!!! • C., ■ CEIVI • *AP 4 44„.• N.. 5" ••,, 1. to • .„cl' • No 49752 APProes so emplAssitith Me L 4200 ROMP 444182440 Mani nide Mira 0.0.11 i rtlukei • Ur. ‘44 Reader 000d87 Royal SMC MIN D44 01/05,10 Dear 11/1 1709 Rovisionx Thr4s0ax 4 0= OfseatodElx 0= SMC 08108/09 PER 640110 !DADE COMMENTS PER ADAM 1 DADE CO5915NTS 1070 TECHNOLOGY DRIVE 140705110 FL 34275 P.0.131011529 5107011410 FL 34274 Deccdpion. ANCHORAGE DETAILS 700 SERIES 770 ALUMINUM SGD - LMI E F :LUZ .• 1 4.*: *4. • .4 0 R1 # !!!!!!!!!!!!!!!!!!! Sannlanlak &aft P. Dereaptio. Poe Robert J. Amoroso, RE. SG0770 NTS 14 . 23 PGT0002 B PE 749752 PRFPARFR Fir PI1 1 r 10.4ac1.47 atiex32l • •••• • • • • • P -H005 MO ►►S�TTING ADAPTOR ACHQRS • LOCATED MID -SPAN • • BETWEEN P-H120K INSTALLAT1 N M1CH S • •• • • • • •• •• • • • • •• •• • •••• • • •••• F r 0 -- 11 ----- 0 - - --11-,- 1 t PANEL o PANEL 1 TYPE 1 TYPE I 1 'A' u 'QS' 1 1 1 1 1 0 4 1 0 i 9 1 0 , o 1 0 1 11 rp 1 0 1 1 n n 1 1 1 0 1 0 1 0 1 , a ri 1 0 i DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 825° WOOD FRAMING 1 318° MIN. " • '!C •••• 1 -3, SHTS. 7 -9 PERTAIN TO • • THIS ANCHOR LOCATION, •• • • •• • • • : 2.893" MIN. • DETAIL MM, P -HOOK FOR BOX RISER •••• WOOD INSTALLATION WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. • - ANCHOR QTY. FROM TABLES PANEL TYPE ' PANEL TYPE SEE NOTE 3, SHT. 15 a 1 3/4° MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' & 'C', SHT. 13 A-DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' & 'G', SHT. 13 XX -90° CORNER —XX (2 TRACK INSIDE 90° CORNER) 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES INT. 1 1/4 MIN. E.D. TYP. 2.693° MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' & P', SHT. 14 EXT. DETAIL 'BB', SHT. 19 DETAIL 'KW, SHT. 20 HORIZONTAL SECTION B-B SEE CHART, SHT. 1 SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1.3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, #10 X 1.50° PH SMS PANEL CORNER DETAIL #8 X 1.00° PH SMS (OPTIONAL) ONCRETE / MASONRY (GROUTED BLOCK ONLY) FRAME CORNER DETAIL Awned es •pthe Om Melds Balding Cads Ded®,d. eg • (la K ei Tamer SMC rsera°6r SMC °°°ner SMC 01/05/10 181SW 08/05/09 Itaislons Ne - A om�er PER WAN WADE COMMENTS PER MIAMI DADECOMMENTS °ors 1070 TECHNOLOGY DANE NORMS, FL 34275 P.O. BOX 1529 NOKOM/S, FL 34274 ANCHORAGE DETAILS /EXAMPLE ELEVATION T. SERIES 770 ALUMINUM SGD — LMI SGD770 NTS wows 15 m 23 Cawing Ph POT0002 B rOR� ° � c �`� i�S **ONIA� E ** * 552999 J. AomrUSo, PEE PE 549752 T„CTP C9R R(X'XI F P F1 '328M 0H- 171-BAR -17R$ FAX 371.490.1789 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. ) WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. :ASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. 0.0. D ETAIL 'CC', SHT. 19- ...../-DETAIL 'BB S HT 19 • • t • • __� ` y • 41 . • ETAIL'I ' 3HT R ',ANCHORAGE DET DETAIL & DETAIL EE', SHT. 1 ANCHORAGE • 1 1 3 , SHT. }i • ANCHORAGE DETAILS 1 • • • & P', 14 DETAILS 'A' • & ' IL'V', ANCHORAGE SHT. 18, 'A' C / & 'C', SHT. 13 • • T MAX. pp TABLES e � . _a_ == -• w��eemea°eseee ®e� seemm�� p I l I WW �•�� L e >aa�a T evaveae «e eevana u j c W W U Q 4 17 rb �� ae�ee =evaema =n =eedl� LC. I A MAX. SEE DP TABLES • � • • •••• • • •••; • • • • ••• • ... �•• • • • •• I 111 J W 0 I „•• ••• •• • —. •af EL TYPE •• • • % ••i • • • X PANEL TYPE p X PANEL TYPE A' SEE NOTE 3 - - - - PANEL OS' i / b --- -- PANEL K' / SEE NOTE 3 a ` " �''i - V-DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS N &'P', SHT. 14 DETAIL BB', Stir. 19 DETAIL'JJ', SHT. 20 INT. ft .._ DETAIL Ir. SHT. 18, SEE FRAME & ANCHORAGE DETAILS E' f J PANEL CORNER 0)00( (2 TRACK) &'G', SHT 13 DETAIL SHT. 18S HORIZONTAL SECTION A-A D ', XX -90° CORNER -XX (2 TRACK ANCHORAGE DETAILS 'E' 90 °OUTSIDE CORNER) - EXAMPLE & 'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE DETAIL 'CC', SHT. 19 ! f DETAIL BB', SHT. 19 'mo DETAIL'BB', SHT. 19 i /DETAIL v DETAIL 'AA', SHT. 19, \ ■ ANCHORAGE LS '0' ANCHORAGE DETAILS 'S' & T & 'R' SHT. 14, 'MM' &'NN', SHT. 15 DETAIL 7C SHT. 18, ANCHORAGE DETAILS B'& D,Sh $ DETAIL T. SHT.18, ANCHORAGE DETAILS 'I' & 'J', SHT. 13 ` 1 1 TYPF W W. O. TYPF ILI - uJ Q } [L \ \\ 4X a PANEL TYPE ,•>< PANEL TYPE ILI Q d Y MO ` Approval mC0mpymagwtthNm Cow Sato r7P'�s• mamma*, " ° r MAX. HT. SEE DP PANEL TYPE 0 PANEL TYPE L' SEE NOTE a X ' W PANEL TYPE F a POCKET SEPARATE APPROVAL MAX, HT. SEE DP TABLES TABLES man tt ttttt , , ,,� Q `GEE 4N. � . � : F G � °; , ° a , 49 : ` , • - ? y ( I ; Q` j E� F . WI: • , ',,F� .t o R +. o p�`� ..84 1ALE p Robert J. Amoroso, P.E. PE 849782 �— r 1 DETAIL Y, SH 18, X XXX (4 TRACK BY -PASS) ANCHORAGE DETAILS IC ` OXXXp (3 TRACK RIGHT POCKET) DETAIL W, S. 18, - EXAMPLE SHT. 13 &'L', SHT. 14 EXAMPLE ANCHORAGE DETAILS'F &'H', SHT. 13 1070TECHAOLOOYDRNE NOXOA99894276 P.O. M8. 34274 EXAMPLE ELEVATIONS ,Road Br MC Dew orrosl0 RATIsblec a PEBMAA9DA�COABffJ 18 ^ >� SERIES 770 ALUMINUM SGD - LAN Rowley. fC amp 11/1009 7wbf°a A PER 10ANWOADECOALUENTB X770 NTS 16 ✓ ° � 'b ' POT0002 �' B SMC OB/C6/08 °Aa°m49y 0,14 Dm I PRFPARFI1 RY• PTf: 11 C. Kit N PMiRWFI 4T RTF 1:7K ROCK1 FIX;P P 37050 PH• 371 -Afq -1770 FAX 371- 890 -1789 PANEL LETTER PANEL LETTER NOTE: • • • • • • • • t� • FIXED / 1J ASTRAGAL 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. INTERIOR SINS � LOCKS77LE LOCf6STILE IN f • ••••. • �•1 • • ' A /J � SINGLE S1 L �' ' IN TERLOCK LO Sn� 4 INTERLOCK 1 • a • • • • D • CS CORNER SINGLE PITIED • • Lac LOCKSTILE •. RECEIVER - -S. INTERLOCX • • • • • • emir • • • • • FLT • � '� LOCKSl2E . SC SINS CO�pt INTERLOCK • • •S • • ovx • • Q C QS CORNER SINGLE (ALL PANEL TYPES) EXTERIOR „ ASTRAGAL •LiOffTALE � OUT • LOCKST INTERLOCK 4 •••• • • • • a (PCX91/ a LO�T/LE ASS • • SQ SINS INTERLOCK O�lyB�TB.E • ::: ASTRAGAL ' dyT AS CORNER QLp OUT ..ii. La INTERLOCK LR t3AL I�X SA COMER ;- y INTERLOCK RECEIVER N ' f CI SWGLE COMER — DCK ---� IN = INTERLOCK LOCKSTRE 41 ec i3 C =' IC t ORNER ASTRAGAL n� NGLE e� r INTERLOCK .� r LOCK3TB.E B SINGLE SINGLE CF CORNER FDIED INTERLOCK ff. 6 C-31 INTERLOCK 12 :tizt, F INTERLOCK FC LOCK�STILE .. ... FlEcEivER E INTERLOCK SINGLE Pp 'W Approves) 11 easaP149 C1t6t nasal 1 1.al i.LiG,d.],. — INTERLOCK ,:=E L� E K RR SPIGLE r LOCKSTILE LITTLE 2zin cm INTERLOCK U (B�tl 1071 OUT LOCHSTTLE �� JJ 4ti. U GA,. LO LE UV A INTERLOCK : 1 ° ° ° °ip e ealeou Robert J. PEd49752 , ,, t. .. o. r. ,r. v, Amoroso, RE. D SINGLE LOCKST/LE mid IN TERL OCK J LOCI0377LE 45 ,....6 ASTRAGAL 1md7Etx9YroLOOrtlRrlrE Fl s P.O. BOX 1578 FL g NKOMI 34274 PANEL TYPES fl• DNS RUM= Irlr —�� ka :: SERIES 770 ALUMINUM SGD — LMI 1 �19L C W.09 110 A PER TRAM DADECOIMEN1S I &er.e.a.e 300770 soar NT$ mre ustrmxe 17 a 23 I ao: A Vs= Br L lift f08105109 Choked Of RJA Obi I PPFPARFIt RY• PT(` I I C' 51111 ITtt34WlI I sr RTF 17S R111:XI FTR:F Fl A7585 PH. P'1114 -17811 FAX P1-bell-1789 • • Rene, � omen Am0DA Mc SW 0 FAANJAr bake 31C 11/18119 Om-BP Oats SEC 08 Reps DETAIL 'U' PERM/Me DADE t X M 0®478 iOnlekas A PER MAW DADECOMMEN78 OIeoWBr Des R1A m 0 .4 4 ---11 DETAIL' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O BOX 18� NOKOWS, FL 34274 0 EXT. DETAIL '1^ VERTICAL SECTION DETAILS IBM SERIES 770 ALUMINUM SGD - LMI Gotiodloctot NTS 18 m 23 OM AR PGTOOO2 Roc B •••• • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •••••• FLUSH BOX SILL RISER • • • • •••• • • • • • •• • • •• • • • •• •••• • • • • •••• FIXED PANEL SHOWN DETAIL V SILL RISERS OPTIONS 0 i • • EXT. i t 1.557 FIXED PANEL SHOWN EXT. DETAIL 'X' EXT. LOW BOX SILL RISER MEDIUM BOX SILL RISER FIXED PANEL SHOWN EXT. HIGH BOX SILL RISER DETAIL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL LL' SCREEN AT HEAD PRFPARED RY PTD I 1 S 135 N COGSWF) B'L STF t:75, R11t'KI F ]EXTERIOR INTERIOR [ (ALL VERT. SECTIONS) DETAIL 'MM' SCREEN AT SILL PE 949752 iF Fl 398+5, PH. 371E890 -1789 FAX 391.890.1789 • 1 • ••. • • •••• • • •• • • •• •• • • • • • • • •••• • • •• • •••• • •••• • ? TAIL 'CC' SPANIARD ASTRAGAL ••••VD STILES • DETAIL BB' sir 4 ' ! DETAIL 'LL' DETAIL 'EE' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES AT MIDSPAN DETAIL' DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE AT MIDSPAN DETAIL 'FP (FIXED PANEL) DETAIL'HH' AT MIDSPAN DETAIL 'GO' (FIXED PANEL) DETAIL 'NN' SCREEN AT JAMB DETAIL as complying ist h 14• Rat DAD% Code Date ZO NOAH ptle td Dade d'rYda¢t : \.(.L 4-. Read er- Ram SMC wmsx SMC Warner SAC Dos Dec Des r1n&B Deft 0805/09 wdvmr Rums Cbmmder RAJ PER ABM 1DADE COMMENTS PBIMGNDOADS caimans Dit. W707EOKNO OOYDRIVE NOKOMIS FL 34275 P.O. BOX 18� NOKOWS FL 34274 HORIZONTAL SECTION DETAILS TIM SERIES 770 ALUMINUM SGD - LMI awfallialst SGD770 PRFPARFf1 BY NTS FTC 19 d 23 atedzitils POT0002 Rek 9 R78 N COri4WFI 1 ST . STE (25 - CY'KI PnnE. Fl 0 'k jAN)ES R77 ;N *' �• ,TE OF a." " mri AIA eN. Robert J. Amorese. PE PE 249752 A.'9r.b. PH. D1.890 -171371 FAX 301-690.1713g • • • • • • • • • • • • • • ... • • • .... . . p . . • • • ••• • ..A tea, • 0:: 1 • • • PI • .. • • • INTERIOR DETAIL 'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) *awed ®m webth D ea y� OM WOAO �4 Dp i Ptadtca/(� B l�ti I•CAA DETAIL 'KK' �� a�es R •.,,, (90° INSIDE CORNER, 2 TRACK SHOWN) . :s : Q' N ° E9 F 0P ° �o� el `7 F 'w3 R rmIDD RmmdBY. Rvedw SMC 384C Dahr ODD Dater 91N&09 Dater ReMdws Rn(efas A Cheded RJA PER MB WOADECOMMENT8 Das 1070 TECHNOLOGY DRIVE NOKOMIS, R.34275 P.O. SOX 1929 NOKOMIS, 8.94274 HORIZONTAL SECTION DETAILS, CORNERS SERIES 770 ALUMINUM SGD - LMI o 84.6w NrS as* Daft Yv Raw 20 a 23 PGT0002 A NY. R.' - DR Fl 4mds801VAi E . Robert J. Amoruso, P.E. PE #49752 79E5 AX 371 17 210 PGT Dag. # GLASS LAMWATEDIG 3116T - 7118 LAMINATED HT -HT PVB' 211 • • 17306 GLASS LAMINATEDIG 1 /4T- 7/16 LAMINATED HT -HT PVB 212 • 17303 GLASS LAMOVATED IG 3/18T - 7/16 LAMINATED FIT-HT SGP 213 17309 GLASS LAMNATED IG 114T - 7/16 LAMINATED FIT-FIT SGP ITEM PGT Dag. # PGT. # Description • r • • 17306 617306 2 -TRACK HEAD • • • 17303 • 617#03) 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 • 617309 • 617312 • 3 -TRACK HAD •.4•• 1225 6TP248 4 -TRACK HEAD • 5 •17314 • 617314• FRAME SCREW COVER • 6 17317 • • gvii: FRAME HEAD /JAMB ADD-ON 7 17304 617304 2 -TRACK SILL • •IL •17301 X7 &TRACK SILL WITH SCREEN RAIL • 9 • • 17307 • • II i • 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL • •11 :17313 • • 81 • FRAME SILL TRACK INSERT • 12 • •17315 •N'W1# FRAME SILL SCREEN ADD-ON 5 13 17316 a . 617 • FRAME SILL SCREEN END ADD-ON 14 17305 W17305 2 -TRACK JAMB • •I• • 17302 • • 8117110 • 2 -TRACK JAMB WITH SCREEN RAIL • • 1g :17308 • 617.3 3 -TRACK JAMB 17 17311 • II 7311 • 4-TRACK JAMB • •11s ' 17322 • 617322 • SILL RISER - 0 • •1j • 17319 617319 SILL RISER - 0 HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 617354 SILL RISER - MED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 26 17333 617333 POCKET DOOR P -HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 817334 POCKET DOOR P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET DOOR P -HOOK FOR BOX RISER OPTIONAL PARTS (NOT SHOWN IN C RAW/NG) 40 4319 612258 SCREEN SIDE RAL - LOCKSTILE 41 106 7LOCKWGSK SCREEN LOCKSET 42 109 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 688 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 84344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1892 61892 SCREEN SPLINE -.165 52 1694 61694 SCREEN SPLINE -.150 53 120 61816020 SCREEN CLOTH 54 1725 112° x 4° x 1/16° SITTING BLOCK 55 1726 1° X4 X1/16° SITTING BLOCK 202 GLASS 7/16 LAMINATED HT -HT PVB 203 GLASS 9/16 LAMINATED HT-HT PVB 204 GLASS 7/16 LAMINATED HT-HT SGP 205 GLASS 9/16 LAMINATED HT-HT SGP ITEM PGT Tang. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 617328 PANEL STILE (HEAVY DUTY) 62 17327 617327 OJTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 84 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 1 1/2' X 1" X3/4° HIGH F1N SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 76 71032XIFPFX #10-32 X 1° FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10.32 STEEL ZINC LLNUT 78 17358 617358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1" 19 BEAD HORIZONTAL 80 17359 617359 7/18 BEAD HORIZONTAL 81 17360 617360 9/16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1.12°X 1116° SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1° KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FDED PANEL CLIP - 6° LONG 106 17352 617352 EXTERIOR FLIED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WHH THUMB TURN 106 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT - RECESSED INTERIOR W ITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 71044PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 67916 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .187 X.230 FINSEAL 114 710X115PPX 810X1 1/2" 115 710YPPT 810X1° 116 720X1X #14-20 X1" ST. STL. 117 720X112X 814-20 X 1.5" ST. STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL • • NOTE: ALL ALUMINUM = 8063-T6 Amoral e4 cetaplyleg MTh 51R Br4b NOM rAtLi % �AMC3 �l�isb ��4� •'�GEN$ i Na 49752 OS * fAMBy. 6690 WIC 0nara 6840 Dem 01/60810 Oadsc 11/16 Ours 08/116/08 Reerrene Radebts lielkdonc A taeA.4er. RJA PERb0AM I 760770 b• 3 PER 864 69 0A D E CONJENT8 Oast 10707ECi0JOf.00YDRIVE NOKOMIS, FL 34270 P.O. BOX /529 NOKOMI& FL 34274 PREPARES SY• TC I I C' PARTS LIST 1Rc SERIES 770 ALUMINUM SGD - LMI BOD77o I NTS 21 m 23 I P070002 8 1s 836 N. C.f1BSWF1T ST STF (026 ROl OKI FOSS l Robert J. Amoruso, PE PE 849752 32955 P8 • 3711760. FAX 391-8071-1789 l.>g" .. 4 - 5 2315 ,, 9�. • • • • • • • • INTERLOCK SCREW COVER •(ev MATL: wart • • • • •• • • • •••• • • • • 0.752° • •♦• • •• •• • • ‘5.21r • • • • T OK SCREW COVER • • •.(29) MATL: 6063 -T6 F 0.062° - f �• •••• 1.163" L oo6a -� " • 3.802° 0 0.075° - P -HOOK (26) MATL: 6063 -T6 0.750° 4.055" 0.062" -� FRAME SCREW COVER (5) MATL: 6083 -T6 4 2 _ 1.050" 0.83° 1.050" 0.0"50" 0.779° 0.752" Ga� " 0.080" 3.305" i 0.080° P -HOOK FOR BOX RISER (30) MATL: 6063 -T6 7`a 0.062" - Q 1 5 Imo-- 3.25° TOP/BOTTOM BOTTOM RAIL (69) MATL: 6063 -T6 -1 1.872° (+-- 0.750° GLAZING BEAD (SINGLE) SILL TRACK (78) MAIL: 6083 -T6 ( 6083 -T6 3.979° 3.802° 4.125° 0.082" - ► 0.885" 1304° r�, f HIGH BOX SILL R SER MEDIUM BOX SILL RISER LOW BOX SILL RISER (24) MATL: 6063 -T6 (23) MATL: 6063 -T6 (21) MATL: 6063 -T6 1 STANDARD ASTRAGAL (67) MATL: 6083 -T6 3.125° STANDARD STILE (60) MATL: 6063 -T6 0.062" 1.019" 7 . � SCREEN STILE (40) MATL: 6063 -T6 0.082° -*--I1-- 0.760" FLUSH FLAT SILL RISER (18) MATL: 8063 -T6 +-�- 0.906° (79) MATL: 6063-T6 0.232' 1.6° 1.003" 0.050° 0.757" - 0 1 L -mot ! .550" 1.739" GLAZING BEAD (1.0.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (105)MATL: 6063 -T6 (106) MATL: 6063 -T6 (62)MATL: 6083-T6 3.979' 0.075° L J P -HOOK MOUNTING ADAPTOR 0.281" ( MAIL: 6063 -T6 HEAVY DUTY ASTRAGAL (68) MATL: 6063 -T6 3.125" HEAVY DUTY STILE (61) MATL: 6063 -T6 +( + 0.232" 0.232' 0.232 j „ 1 2.555" 0.062° - ► -f 3.205° 2A55' 1.567" 0.082' - --11 -- 0.062° --it~ 0.062" F....- FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (19) MATL: 6083 -T6 ( MATL: 6083 46 ( MATL: 6063 -T6 ( MATL: 6063 -T6 2.304 1.846. 7- 0.796" 0.062' J ( Amami asteuiptyks with tee Mtacel - N eekiq antral q11 .1lLQt,.I� 8910 omaney SMC Ostec Raw ORA 1010109 Odle 0 Moistens Revbkore A Chd<e0 RJA PER MIMSDADECOMMENTS tislc 1070 TECHNOLOGY DRIVE NOKO9DS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 94274 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI R 11 .159: �, S �e % 5 * t oS 9 I � " Robe J . Amoroso. P. P5 @ AmesaArm - SGD770 NTS 22 m 23 PGT0002 A • • • • • • • • • • • • • • • • • • • • 1 1 • 5.069' ••• • • •• • • f • • •• • • • • •• • • •• • 1.6" • • • • • 0.01!1" 2 -TLID (1) MATY__46016•T6 • • 8.198" - tnlr ue 0.081" - 3-TRACK HEAD (3) MAIL: 6063 -16 4° 9.142° INSIDE CORNER ASTRAGAL (120) MATL:6063 -T6 1.211" "T-1:171 • Sr 2 - TRACK HEAD WI SCREEN TRACK •••• (!) MATE• 6063 -T6 • •1••• 7.105° l5 L 4 -TRACK HEAD 0.081" (4) MATE: 6063-16 5.621° 1.211° 8.562" 0.080° J 4 -TRACK SILL (10) MAIL: 6063 -T6 6.526° 0.080" 3 -TRACK SILL (9) MAIL: 6063-16 6.221° OUTSIDE CORNER ASTRAGAL (119) MATL: 6063-16 1 (� -7 1.505' 0.080° 2 -TRACK SILL W/ SCREEN TRACK (8) MAIL: 6063 -16 2 -TRACK SILL (7) MAIL. 6063 -T6 1.505" 1.99E SCREEN TOP RAIL (45) MAIL: 6063 -16 1.505° CORNER RECEIVER (118) MAT'L:6063 -16 -�{ 1.36° r _ 1.045' -1 1.36° I 0.875" 1.993° L J 0.062° SCREEN BTM. RAIL (46) MAIL: 6063 -16 0.062" 7.105° '71 3 -TRACK JAMB (16) MAIL' 6063 -T6 0.081° 0.081" 5.069° 2 -TRACK JAMB (14) MAIL: 6063 -T6 1.36' r�71 4 -TRACK JAMB (17) MAIL: 6063 -T6 9.141" 2 -TRACK JAMB W/ SCREEN TRACK (15) MAIL: 8083 -T6 Rend* OrmanBr SMC afR Orx Rounir fitrs Rotas 86fC 11/16S9 A PER MIAMI DADECOMMEN7s Datx Q Rtairkaw OIrW BF R14 Oefro 1070 TECHNOLOGY BRAE NDXDaB$ F1 sans P.O. BQX 1528 NOKOMIS, FL 34274 EXTRUS IONS SERIES 770 ALUMINUM SGD - LMI erwmaa SG0770 PRFPARFI) RY• NTS FTC I I f: 23 .1 23 515 N f.O SWFI rarox.. Rerm PGT0002 A ST STF C95 ROCK' FI)AF Fl „ uu.., ,, l l ll l 4Z 0 , ATE OF ; W !o ��e .#F � �� eee eeSeONACi t E 4 . Robert J. Amoroso, P.E. PE 048762 3204 PH 371-690.1788. FAX 371 .690.1789