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WS-12-1643
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178035 Permit Number: WS -9 -12 -1643 Scheduled Inspection Date: September 18, 2012 Inspector: Bruhn, Norman Owner: MUNOZ, JAVIER Job Address: 75 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)970 -5368 Parcel Number 1132060131160 Phone: 786 -298 -7624 Building Department Comments SLIDING GLASS DOOR REPLACEMENT. IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 17, 2012 For Inspections please call: (305)762 -4949 Page 10 of 25 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. 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. 111111111111111111111111111111111111111111111 CF N 2O 12RO636 6 0 OR Bk 28262 Ps 1744; (1as) RECORDED 09/07/2012 13 :24 :04 HARVEY RUVINr CLERK OF COURT MIAMI —DADE COUHTYr FLORIDA LAST PAGE Space above reserved for use of recording office � p Fh Sj�. - �.i aon,' 1. Legal description of property and street/address: S IVE ( 2. Description of improvement: �. 4�fi rz 3.Owner(s) name and address:. . v 1 -i Interest in property: ('tiTVet.,tr Name and address of fee simple titleholder. Al I A 4. Contractor's nam add and phone num r. , iG a:�_A 5. Surety: (Payment bond required by owner from contracto Name, address and phoA Ta/ nu ber A/ f Amount of bond $ ( rl 6. Lender's name and address: Al I 7. Persons within the State of Florida designated by Owner upon Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. j% if any) 8. In addition to himself, Owners designates the following person 713.13(1)(b), Florida Statutes. Name, address and phone number .V t A whom notices or other documents may be served as provided by / 4 uJ 4,sue �3 r� (s) to receive a copy of the Uenor's Notice as provided in Section 9. Expiration date of this Notice of Commencement ( expiration 2 1 y� � date of recording unless a different date Is specifed) 54,3 WARNING TO YM OWNER: TS ANY ER C EHANPTS MADE I, SECTIOAFTER 3.3 FLORIDA OF THE NOTICE OF AND CAN RESULT IN YOUR PAYING TWICE FO =' IMPROPER PATMTOTS UNDER FIRST IMPROVEMENTS INSPECTION. CON. IF YOUR YOU PROPERTY. NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W R� FIRST INSPECTI OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Qwner(s) or Owne s' Authorized Officer /Director/Partner /Mana9 y Prepared By AV 1C.1.. tk it(ir&- KOR.12is Prepared By A ° r ��L.K Print Name -50,L ' eln� Print Name s Lt- Title/Office I42tIl ,r , Title /Office 0.4i n STATE OF FLORIDA �J COUNTY OF MIAMI -DADE t j U" The f going instrument vas acknowledged before me this _Sc� day of (1( �� By .12x�^olr' V-Ss for ID Individually, or CI as ❑ Personally known, or IA produced the following type of identification: Signature of Notary Public: A Print Name: ',74i1441/( � 9uz nne mpa (SEAL) .:, `x? COMMISSl0N #EE120262 VERIFICATION PURSUANT TO SECTION 82425, FLORIDA STATUTES % r c EXPIRE$: NOV.18, 2015 g '•2 wi%. ` W W.AARONNOTARYcom Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(')'s Authorized ee riD` or/PartnerJManager who signed K above: 8 6 tl 3qAP&P,, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING s DV skj.- JOB ADDRESS: 111)TOMMIETI sEp 0 4 2012 U BY: ...--- _s__.._.__.000 FBC 2010 Permit No. Y I y 2 4) Master Permit No. ROOFING City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Flood Zone: /I D Phone #: 308-- Cf'/-0 - J36CJ OWNER: Name (Fee Simple Titleholder): Ll ti s .Saul er I U lt1ryli 3- 1 r J10 Address: s Iv CM Fh `l h-el _ City: MO/Y)" ShOct 1 State: Tenant/Lessee Name: Email: f C� Zip: 33 / 3 Phone #: 30 5 —Tio CONTRACTOR: Company Name: Address: City: C,LA / j� tate: Qualifier Name: _� ! /5°?/AM/.4 4/r Zip: 333/f Phone #: State Certification or Registration #: C-0/,.? /J$ 25- Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4, / 90 U Square/Linear Footage of Work: Type of Work: ❑Addition II lteration New ORepair/Replace UDemolition Description of Work: C S "(Door Color thru tile: *+x **+x******* :*********** * *** *********** Fees*** * * *** ***+x********** * * ** ***x: **** *+x***** *** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I ` CO r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a ; inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ^ , , 20 12,, by JCLVt`{ff 4- T4,243 , who is personally known to me or who has produced ft Pt'V& ['Le_ NOTARY PUBLIC: As identification and who did take an oath. Sign: Print: l)Z 0/1/1-4,,, e�`Juar1I1e Ripe My Commission Expires: E b` .1ComI asoN #EE120262 ''fit `� EMPIRES: NOV. 18,2015 �'',;;� www.AARONNOTARILeom Contractor The foregoing instrument was acknowledged before me this _I day of Av bu , 20 $4.1—, by- tr.a t,.a , who i ° personally kno , to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Tres: CL ARA GUEVARA • _« MYCOMM1SSION #EE 168329 V EXPIRES: May 12, 2016 Bonded Tien May Public Underwriters B, k*****+ k*+N****+k****+k ******** ********, N, I N*+ b, k**, k, h, k, k, k, fa, k, k ,kYk,k,k*,k**W***+N**** *sU,k** APPROVED BY 9;f7.2 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Homeowner Javier & Alexandra Munoz Property address 75 NE 98st, Miami Shores, FI, 33138 Comments ;y Contractor: Superior Replacement Window & Door, Inc. Uc. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786298.7624 Fax. 305.256.9411 0 trfg\i& APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIAI STATE AND COUNTY Pt 041 V g 1( (� 4 g j Area of work o C - T, trr u: ,-A 0 l&7 t 1 gyp. 1 tD......._ i/9 = to L- G r- ii m 6 m r 7 -;.. m° w j �, o m N so N Ei- La For Window Door type, dimensions $ calculated DPS see attached chart Drawn by: Factada Designs Tnfoefachadadeeigns.com Ph. 305.986.5006 Mobile. 954.445.8079 Contractor: Homeowner: SRW & D, Inc. Javier and Alexandra Munoz 21032 SW 91 Court , Cutler Bay, FL 33189 75 NE 98st, Miami Shores , FI, 33138 Tel: 305- 256 -1411 / Fax: 305 -256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS ( +) DPS ( -) 1 POT- Series SOD 770 Aluminum sliding glass doors NOA # 11- 1018.14 142 80 60.0 60.0 ENGCO, inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: EngcorAOL.com REF. #: w 12 -28 Date: 8/28/2012 Contractor: Superior Window /Door Replacement 21032 SW 91 Court Miami, FL - 33189 Job: Munoz Residence 75 NE 98th Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCEISEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 15 Feet Cladding Elevation 15 Feet Minimum Width: (B) 60 Feet Low Rise: Buildings with MRH < = 60' and MHR <= B Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed 175 mph Use Figure 26.5 -1A or FBC 2010 Risk Category: II Exposure (Section 26.7) C a Zg 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Wind load combination factor KZ - Table 30.3.1 0.85 zone 4 40.1 -43.4 Kh -Table 30.3.1 0.85 -53.6 Kzt - Section 26.8 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) Velocity Pressure (qh) 56.57 56.57 Psf Psf qz= 0.00256. Kz . Kzt . Kd . VA2 qh= 0.00256. Kh . Kzt . Kd . V ^2 Section 30.3.2 Section 30.3.1 Tributary Area 10 GCpi (Int. Pressure) I 0.18 I -0.18 Section 26.11 GCp ( Ext. Pressure ) zone 4 ( +) 1.00 zone 4 ( -) -1.10 Figure 30.4 -1 (walls) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 72" from building corners Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -53.6 End zone (a) 72 INCHES 8/28/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W 1/1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/nera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05 /07 and last revised on 10/11/11, signed and sealed by Lynn Miller, F.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0826.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I, Chanda, P.E. NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1" I D A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0042 Rev C, titled "Series 770 Alum SOD- LMT ", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -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. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. 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. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTME-1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 2. Letter of lab compliance, part of the above test reports. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by CCC•, t5 kaos \ v..,.�,�. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 G. E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTION& (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T TEMPERED 118 = HEAT STRENGTHED INTERLAYER TYPES - SOP = .090 DUPONT SENTRY GLAS PLUS pBPVB = .090 DUPONT BUTACITE PVB 03.7/18° LAMINATED: (2) LITES OF 3/16" Ham. GLASS WITH AN .090 DBPVB INTERLAYER. 04 - 7118" LAMINATED: (2) UTES OF 3116" HIS GLASS WITH AN .090 SQ INTERLAYER. G3A - 9118° LAMINATED: (2) LITER OF 114° fill GLASS WITH AN .090 pSPVB INTEIB.AYER. 04A - 8118° LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .080 SOP INTE61.AYER. 06 *P_MMINATED I.G. 3118° T EXT. CAP +318" AIR SPACE + 7/18° LAMINATE ft (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 08 -1" LAMINATED LG. swim-. CAP +3lS°AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3118" H8 GLASS WITH AN .090 SQP INTERLAYER. GSA -1" LAMINATED 10. 114° T EXT. CAP + W16" AIR SPACE +7118° LAMINATED: (2) UTES OF 3116" HiS GLASS WITH AN .090 DBPVB INTERLAYER GSA -1° LAMINATED LG. 1/4 °TEXT. CAP +&16" AIR SPACE + 7118° LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .0E0 S OPP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 10. 4. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS F L 8980, FTL4883, FTL -8001, PTL4014. FTL?6018, FTL.8017, FTL -8022, FTL -6023, FTL -8024, FTL -6025, FTL.028, FTL4031, FTL-6033 AND FTL.60398, DATED 6/7/09. ELCO TEXTRON NOA: 07.0426.01.03 25.05, ANSUAF&PA NDS -2008 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, INCLUDING THE HIGH VELOCITY HURRICANE ZONE 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 a PANEL HEIGHT -8.28' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHT8.13.15: 1. FOR CONCRETE APPLCATION8 IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 6 /16" ULTRACON (FORMERLY TAPCON )CONCRETE SCE OR 114" ELCO 884 CRETE -FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G6). 1/4" ELCO SO4 CRETE -FLEX MAY BE USED INSTEAD OF#12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11.12a THICK OR GREATER IX 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 6083 -T6 AND A MINIMUM OF 1B" THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF ASIZE 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. 8. IF SILL IN TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT. 3400 PSI MIN., (DONE BY OTHER) (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 18 WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & S NOA DRAWING MAP SHEET GENERAL NOTES... «.«.«..1 QUALIFIED CONFIG «........ 2-4 GLAZING DETAILS............ 5.6 ANCHORAGE...... DESIGN PRESSURES.- . «.7 -9 ELEVATIONS.. ..... « 15-16 CONFIGURATIONS..._.. - ...«.17 VERT. SECTIONS.....—....16 HORR. SECTIONS---- 19 20 Concrete fires Anoimreye eemtmum EmBSdmeat old 888828m Edda /Edam I1qullemenO ) Concrete 81101110h Requirements Type Ow Macon 114° W18" 2700 eel 3600 psi Natant, abuse Raqulromam" Ungrounted CMG AVM CV Graded CIEU AB1d Geo 1146 Clad °"otem L 0 to Beata, 2108.2.1.2 end .BOB date PBC, 6ao Crete -Flex 884 3310 p8I 088/118088 Emb.. Embedment Ed v Edge Distance Mtr. - Minimum CONCREW SCREWSSTREMOTH& Mat 136 KM MIAL a 177161 Wood Somme (Head, 61116 Jambi) In. Heed end Mil Ambit Cenomte UmGrouted CIBU Grouted C2aU 19pe DIa. Ion. Emb.. MIn. Ed 911n.0mb. Mln, Ed Min. Emb. tan. Ed 9ra ttiencon 114° 1 848 2 112 1 114 2 112 1 814 21/2 8118° 1 814 1 1/4 1 1/4 1 e18 1 844 2 112 Moo Cox 884 114" 1 314 2 112 1 114 2 1/2 Not Recornmended Concrete 81101110h Requirements Type Ow Macon 114° W18" 2700 eel 3600 psi Natant, abuse Raqulromam" Ungrounted CMG AVM CV Graded CIEU AB1d Geo 1146 Clad °"otem L 0 to Beata, 2108.2.1.2 end .BOB date PBC, 6ao Crete -Flex 884 3310 p8I 088/118088 Emb.. Embedment Ed v Edge Distance Mtr. - Minimum CONCREW SCREWSSTREMOTH& Mat 136 KM MIAL a 177161 Wood Somme (Head, 61116 Jambi) In. PJOok(Mohr7eradon) P. Hook Mounting Adopter (Anchor Sheer) Concrete Grouted CIO/ C088m48 Graded CMG Typo Dla. Mtn. Snb. kta. 61 1811. Bahl Mtn. Ed 2ta. a ab. MM. Ed Bin. qtr. Mtn. 8d Moo Macon 111" 1 844 2 112 1 814 2 112 1 014 2 112 1 914 1 1/4 I ®4o *Menke' e' S84 144" 1 314 2 112 Not 1881180888121188 1 844 2 112 Hot Reooaa2ended Concrete 81101110h Requirements Type Ow Macon 114° W18" 2700 eel 3600 psi Natant, abuse Raqulromam" Ungrounted CMG AVM CV Graded CIEU AB1d Geo 1146 Clad °"otem L 0 to Beata, 2108.2.1.2 end .BOB date PBC, 6ao Crete -Flex 884 3310 p8I 088/118088 Emb.. Embedment Ed v Edge Distance Mtr. - Minimum CONCREW SCREWSSTREMOTH& Mat 136 KM MIAL a 177161 Wood Somme (Head, 61116 Jambi) In. Type UM. Bob. MIn. Ed 112 Wood Soma 1316" 1" Woo Crote•Flex 884 1318' 1" UAW:* VHERWISE NO7E0 newer mow r L+ -101 .111 Beek eEms Wad X1/11 C FBC 2010 CODE CHANGE PER MWAM1 DADE COMAIENiS PER 1070 I31OMVOLOGYOWE N0XOWS 14.34278 P.O.BQX1 NOKOMIA P8 34274 rr---"41t GENERAL NOTES SERIES 770 AL erle ' 880770 , NTS i➢ MSGD —LMI lax PGT0002 a 23 ‘V11111III12 q�y 41114N .)c : Ida 58705 i'/- STA or A.4.71411 MU1ER.IP.E. P.E.d 88786 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 t SEE ii iGW DP AC, TABLE Lir SHTS.1,11 7 -9 i t:1 NE/ NEY NET r CPY i.E�► sr 1 Xp SEE D.P. TABLE, SHTS. 7 -9 SEE n DP wolf TABLE stY SHTS., 7 ^9 I FCC „I1 NIT xO, ox, XX, SEE D.P. TABLE,P SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 NEY NEY NEY '1 N(Gr l.Y1, SEE D.P. TABLE, SHTS. 7 -9 ii N;/ i /, F oxo, oxx, xxo, xxx OXXp, XXXp SEE DP TABLE SHTS. 7 -9 !:?4 cTl !Tl CnK (..y lhy Nil 4 4 :1 NEYZEY 4L+iL7 N iG7iGF iDtroh Vif 'Ng OXXO, XXXO, OXXX, X)OCX, «, POCKET DOXp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX 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. J 1111 C 140 CHANGE THIS miser PER MIAM! DAM COMMIS PER NEl iElNL, CORNER, TYP. POCKET, TYP. 0ua5/10 Reelskom 8 DOt Rabbit 1911 A Deem nNx Genteel 880 0810888 Data DAVE omegas 10 TECHNOLOGY DRIVE NOXAMEd a MVO PA WPC iba NOILDMA PL PAN QUALIFIED CONFIGURATIONS \.r J t ►.tit7►411 NE, 'i‘7 iF7 itY 1C1 - , . Amli meN∎ U-IDI olandoeilike SERIES 770 ALUM. SGD - LMI I a a 23 I' FO MVO TO02 I c \� 01 L • * N "YNai!b /� �ii * .58705 .7 a' t� rr p 0,� STATE &LYNNRApaER TU P.E. P.Eab96S SEE D.P. TABLE, SHTS. 7 -9 ITT FI'7 iI'7 ND, alt L «N /,FI -7 /, ¶[Y /.FIa I' ►La NEWLY yogi nfAnV LVAA SL WY NEVFLY FrrSIY 0x)0(0 )000X0, OXXXX, X)00(X, )0000(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 • LEI1i • ♦• L ►WA SEE D.P. TABLE, SHTS. 7 -9 O)) 0XO, XXXXXO, OXXXXX, )0)00(X. X)00(xxp APPROVED CONFIGURATIONS f-r fa i.411 L-W.:.f� FF,7 iE1SLr APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 f SEE DP TABLE SHTS. 7 -9 1 ek Frf 4rf NEW!, NtWr [ <iit NEWT OX000 0(0, )000000(0, 0)00000C, )0)0000X, XXX0XXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7-9 1 sv 1 Alik 41t.i l%.♦/'1 ♦A LF)`i.Kf7 ek /elk c17I7A r►FrP car NI•P NIP 0)0000000, X00000(0, 0)0000X00, 000000000(, P s i NNW: 020 4 1+4 I4 . Nt<fNE;r[rf vaamutriugvwsii NiirovilivAhaogadio Smiallaide Ne I'1j ega.„L„i„,„,_ Rani op 0111!11 C NO CHANGE THIS SHEET Dale OfSO Defx WOW Rn66ma B A PEA MIANDADECOMMENTS PAif1 AMIDADSDOMME9Y78 Oft Obs3aeep Osix OM TECHNOLOGY DNWE NOXOMIS, PL 8178 AO. &proms NOROZ89, FL 80274 QUALIFIED CONF/GURA77ONS SERIES 77Q 4LUM. SGD - LMI sown) 1 NT S 14 a 23 I PG 001)2 1 c `�%tt a IIAIA�� ∎•"vtt LYNN 11114` 1/i * : No, 5B705 PO 11 AYS STATE O 'iiss/ OtM N�`'A'L A Mil PE. P.E.888708 EXTERIOR 7/16" LAMINATED GLASS TYPES G3 EXTERIOR /4" HS GLASS ! DBPVB 1/4" HS GLASS 8116" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A 7/16" LAMINATED GLASS TYPES G4 9/16" LAMINATED GLASS TYPES G4A mow= maw •tsopb14 wIlk tie Fie* 1. 1- to18•/ 1 I__?r 7 1 c �i' r • °ion in 0 NO CHANGE THR4SHEET l* Remiejm SMC Veralex SMC Aft 11/1 aft 0 a latOskag A Ob d®d8p Aft E WNW aoro WcM LOGY DANE NOICOMS, FL $W1 P.O 15 ,834274 GLAZING DETAILS SERIES 770 ALUMINUM SGD lieftelladet 800170 INNTS I b " 23 I °""° PGT0002 0 \�� sI4YNN1!y/jZ "ii /. *1 ? 140. toss �� ■ *''= .PPLOV ?!;.• .. A. LYNN MILL 'P.E P.ES88105 imcwaiR OR 3118° HS GLASS --1.- .090 DBPVB 3180 HS GLASS ---••• 318" AIR SPACE —�-j 3118° T GLASS --.{ �+-- 1 °NOM. 1 +I I 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED 13. TYPES 35 EXTERIOR 3116 HS GLASS .090 DBPVB 3118° HS GLASS 6118° AIR SPAN 1/40 T GLASS 1" NOM. 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES 35A 3/180 HS GLASS EXTERIOR .09010 3/18" iL8 GLASS 3/80 AIR SPACE 9118° T GLASS 1° NOM. TRUSEAL DURASEAL SPACER 10 LAMINATED 1.3. TYPES G6 EXTERIOR X18° HS GLASS .090 sc 9118° HS GLASS 5116. AIR SPACE 1140 T GLASS 1° NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED 1.3. TYPES G6A rwauci N. 10LF J.J X1/11 Robby: NO CHANGE THIS SHEET BK Daft 11/1609 liniskort ROOM A Reaa°a PER CADE COMMENTS RIA tom TECIWO AGY DRIVE NOKOMISI FL 34275 P.Q 19 FL9274 GLAZING DETAILS 7m° SERIES 770 ALUMINUM SGD - LMI SGD»a I NTS 16 a 23 I"° P070002 I C * ; So. 587°5 it i-0 : �13 silk �': A. ivawL{diM P.e F.EP 88708 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE- STANDARD ASTRAGAL TABLE 1. > HEAD& $LL. (H&8) INIES.00K, >JANB ANCHOR QTY. >RHOOK 03- 7118" LAMINATED GLASS - GSA - 8/18"LANN TE)GLASS- 05- 7118° LAMINATED ISA- (Mr GM - 7/16" LAMNATE) LQU. - (114"EVP. STRAIGHT & 001533 ASTRAGAL CLUSTER PLUS INITIRMEONTEANCHOR QTY. PER PANEL 11 & S, ANCHOR CITY. Anchor Types: (3/18" 11.8,1 P✓813/18° H.S.) 1) 1/4"1540 ULTRACON (FORMERLY TAPOON (1 /4 "H.S. /PYB11 /4 "11.8.) 2) "1/4"SS4ORETE -FUM Taw Ms/ Mir H8. /P./B /3/16" H.S.) 3) "5/18"ILTRAO0N / AIR / 3/18" R8, / P /813/ 18° H.S.) 4) "312 STEEL SCREW (GS) " SEE ANCHORAGESOTE31 & 2ONSHEET 1. UNIT HEIGHT 80 64 90 N t" CIO M "S. a NOM. PANEL WIDTH FRAME SIDE 1,2 -CONC t0 O a HIGH i of r a N M V a GLASS TYPE - 3, 3A 5, 5A +80 -60.0 +80 -80.0 +80 - 80.0 +60 40.0 24 MS 04 +1 C4 +1 04 +2 04+1 C4 +1 04 +2 04+1 C4 +1 C4 +2 04 +1 C4 +1 04 +2 JAM 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 6 5 6 6 8 5 5 6 GLASS - 3.3A, 6, 6A +60 40.0 +80 -60.0 +80 -60.0 +80 40.0 30 1188 04 +1 04 +1 04 +2 04 +1 04 +1 04 +2 C4+1 04 +1 04+2 04 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 5 8 5 5 6 8 6 6 5 6 8 GLASS TYPE - 3, 3A 5, 6A 480 -80.0 +60 -60.0 +60 - 80.0 +80 -80.0 36 H&8 C4 +1 C4 +1 C4 +2 04 +1 04 +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 6 6 5 5 6 5 5 5 6 8 5 6 GLASS - 3, 3A 5, 6A +80 -60.0 +60 -60.0 +80 - 80.0 +80 -80.0 42 H&8 04 +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 8 6 6 5 6 6 6 6 6 8 6 GLASS TYPE - 3, 3A, 6, 8A +80 -80.0 +60 -804 +60 40.0 +80 -60.0 04+2: HIS 04+1 C4 +1 C4 +2 C4 +1 C4 +1 C4+2 C4 +1 04 +1. C4 +2 C4 +1 C4 +1 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 5 6 6 6 8 8 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 2112" 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 °, 3 1/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE'S 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. EXAMPLE ON SHEET 10 TABLE 1A. SILL HT. VS POS. DP ELL RISE ( +) DESK3N HEGHT LOAD FLUSH 1 -1/2" NVA LOW 2 -1/2" + 46.67 PSF MM 3.1/4" +60.0 PSF HIGH 4" +60.0 FSF SE=NATES 1 -3 DLO WIDTH a NOM. PANEL WIDTH - 7" DLO HEIGHT ® NOM. PANEL HEIGHT - 8.28° STANDARD ASTRAGAL STANDARD STN.EB IBC, 90° OUTSIDE CORNER 90° INSIDE CORNER OH HEIGHT L OH LENGTH OVERHANG 0HLENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 visr*We . 1 :1 10!'11/11 NO Cli4NGE 77118 SHEET Arad 331 mod 3A 8de0 Odr OM/ONO sus lwaw UMW* 124x SA10 PER MAW a WE 2022123113 PER MAwaROECOMMENTS CNdadCl Oise 4070 771OHNOL007 ORM Nolte FL 34Z75 I�P.A. r80 FL 51274 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI ° �r 17«23 dsmpN° Am PG %0002 I 0 DEBION PRESSURE AND ANCHORAGE - UN-REINFORCED - HENNDUTY STILE - STANDARD ASTRAGAL, H& S, Anchor Vox 1) `114°13LAO ULTRAOON (FORMORLY TAPWN S( 4 '114.684 MOMS( 8) "8116'U.1R4CON 4) 1#12 MO. 80RISK(05) •8EEANOH RA4ENCPC$ 182 WOMB' 1. Zan > HEAD &SIL(H&S) MENU= > JAW ANCHSRQTY. >P- HOOKANCHORQIY. 01.7/10' ULM 44.1ED GASS 04A • 0/16' LAMINATE° OARS- OB- 7/10°LANI4ATED LOA •(016' GSA - 7418° IMAKAT® LO.U.- (1 & STRAW'S CORNERASTRAOALCLL)SIFRFLUB INTERMEDATEAKIIOR 01Y. PER PAWL • 43$16' Ha / SOP/ 3116•11.8.) (114° 418 /80P/ 04" H8.) MVP. ! AIR /3116'HS./66P/ NW HS.) /4 °TBYP.i AIR/ 311S' RS. ! San 0/16'1L&) LOAD UNITHEIOHT 80 84 00 MED - 3-11i2 102 1 08 114 120 MTH FRAME SIDE o N 1 4 S a N { N -: 1 M Q q N ca q N N •" Q q 2N S 1 el $ q a g N e- 47NONPANEG GLAb87YPE- 4,44,0,8A 60,0 40.0 80.0 -60.0 60.0 -60.0 00.0 -00.0 60.0 •80.0 604 -60.0 80.0 -60.0 60.0 -80.0 24 418,8 04+1 04+1 C0+2 04+1 04+1 08+2 04+1 04+1 08+2 04+1 04 +1 C0+2 04+1 04 +1 08+2 04 +1 04+1 08+2 04 +1 04 +1 00+2 04+1 04+1 08 +2 .14060 10 10 10 10 10 10 10 10 10 10 SO 10 I 92 12 12 la 12 12 12 12 12 12 12 12 P -HOOK 6 8, 6 8 8 5 8 5 0 8 5 5 8 8 6 8 8 8 8 6 8 6 8 6 GLASS TYPE- 4,4A,8,0A 60.0 .80.0 80.0 -60.0 60.0 4104 60.0 -80.0 8042 •009 60.0 -80.0 80.0 -80.0 60.0 -80.0 Us I 1488 04 +1 C4 +1 C8 +2 C4 +1 04+1 C8+2 C4+1 C4+1 08+2 C4+1 04+1 C6+2 C4+4 04+1 C8+2 C4+1 C4 +1 08+2 04+1 C4+1 C6+2 C4+1 04+1 06 +2 IAMB 10 12 12 12 12 12 la 12 12 12 12 12 12 P-4100X 5 80 66 60 80 8 6 8 8 6 5 J 5 8 6 8 6 8 6 8 0 8 6 6 6 GLASS 'ME - 4,4A8,8A 80.0 .00.0 809 •60.0 60.0 .60.0 80.0 4042 000 .60.0 00.0 4042 80.0 •60.0 80.0 40.0 38 I ME 08+2 04+1 2 C��`C4 +AIt2<+2 C4+1 C4+� 08+2 04+1 C4+� C6 +2 C8 +2 C C8+2 10 10 12 12 12 12 12 12 12 la 12 12 12 12 5 -0I ft04H flt- A881YPE 4AP �Obl •BOAR 8042 BD.O � 42 1 H&S 041 +1 04+1 05+2 04 +1 04+1 C6 +2 04+1 04+1 C0 +2 04+1 C8 +2 C4 +1 CA+1 08+2 04+1 04+1 t23+2 04+1 C4+1 (�+2 04+1 04+1 C8+2 10 Pte( 8 5 8 5 8 5 8 6 8 0 0 8 8 0 7 7 7 7 7 7 8 8 8 8 GLASSTYPE- 4,4A6,0A 00.0 40.0 80.0 40.0 80.0 40.0 8042 -60.0 80.0 -80.0 80.0 -60.0 80.0 -80.0 80.0 -80.0 48 I 41&8 04+1 04+1 08+2 04+1 04+1 0842 04 +1 04+1 00+2 04 +1 04 +1 00+2 04 +1 C4+1 08+2 04+1 04+1 06+2 04+1 04+1 C8+2 04+1 04+1 08 +2 10 10 10 1 10 0 ` 10 10 10 12 12 12 12 12 12 P-HOOK C 80 80 6 8 8 8 8 0 70 7 7 7 7 7 8 8 8 8 8 9 81.AS$1YPE- 4.4420,642 80.0 40.0 604) 480.0 80.0 -80.0 609 -60.0 PANELS OVER 48" WIDE NOT AVA6_ABLE OVER 88" HIGH 64 ggg 4118 C4+2 C4+2 C8 +2 04+2 C4+2 Cr, C41 +2 C4+2 06+2 C41+2 C4+2 08+2 10 10 10 10 10 1 10 10 10 10 10 10 P! X 8 8 6 8 6 8 8 6 7 7 7 7 Dual -4,40 0.6A 60.0 -60.0 609 .60.0 60.0 .6.0 •80.0 l 80 ) �./ I Nis 04+2 C4 +2 05+2 04 +2 04+2 C6+2 C4+2 04+2 05+ . C4 +2 C8+2 IMO 10 10 10 10 10 10 10 10 10 10 10 P H0O 6 8 6 8 8 0 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4° SILJ.. 2. WHEN USING THE 2112° SRL, POSITIVE DP IS 48.87 PSF MAX. WHEN USING THE 4* SILL POSITIVE DP IS 80.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2112°, 3 U4" AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112° SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR I8 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLOR6?A BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP 80.1. RISE ( +) D733ION mow LOAD FLUSH -1 -1ir PTA LOW - 2 -1/2' +48.87 POP MED - 3-11i2 +60.0 MP HIGH .4" +60.0 IV, 8EEND1E81 -3 T- OM HEIGHT a STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 ORS FOR 80° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH =NOM. PANEL WIDTH -7° DLO HEIGHT w NOM. PANEL HEIGHT - 8.25° OH LENGTH I �{ OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 f tii>I .1IS JJ X1/11 G NOCM4NGETHISSHEET AMMO Fa WOO ow6nw Oak }MVO 2 Rwrram A PER Wi163 OWE = VMS ParlilAWDAOHODASIENTS 8 Oars 1070 TECHNOLOGY DRIVE NOXOIN!$ 8.34273 IND NOW= FL341174 ©P AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI 020770 TSa23 I r 011 111111,,, * ; 58708 `i F1 Zs: . / �8/OP11424 t``‘ A.1.451 MIU8R. P.G. P.El88705 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTY STILE - HEAVY DUTY ASTRAGAL &S, TAPCON) SHIXT TABLE 3, > HEAD & SILL Ot&S)01TSTLOCX, > JARS ANCHOR CITY. >RHOOK 01- 7/18" LAW'IT®GLASS - 04A- 9H8°LAMNATED CRABS- GB - 7/16" LAMM1ATFA LG.U. - (3116' GSA - 7/16"LAPAMDT133 IOU. - STRAIGHT& CORNER ASTRAGAL CLUSTERS-LS INT ANCHOR CRY. Anchor (3118" Ii& 1 80P13116 H.S.) 1) * 114° OM" RS. /SOP /114" H.S.) 2) 'VC THIIP I AIR I BJI8" 118.1 SOP/ 3/16' H.S.) 3) "6116" OS" TEMP. /AOt/3/16"118. /SOP /3/18°118.) 4) "412 ' SEE ANCHORAGE ATEANCHORQTY.PERPAPS.H Types: 0.00 ULTRAOON (FORhEALY 1 & 2 ON 1. S84C1 TE.FLEC ULIRACON 8TSM. SCREN(05) NO TE3 UNIT HEIGHT 80 84 90 95 N TTHH SIDE , N § ( V § N I 4, lgoix V N 0 PO 4 N 0 4 GLASS TYPE -4, 4A 8, 6A 90.0 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 24 HAS C8+2 C8 +2 C8 +2 C8 +2 08 +2 08 +2 C8 +2 C8 +2 C8 +2 08 +2 C8+2 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 6 6 6 8 6 6 6 8 8 8 6 GLASS TYPE -4, 4A 6, 8A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 30 HAS 08 +2 08 +2 C6 +2 C6+2 08 +2 C8+2 08+2 08+2 C8+2 C8 +2 06+2 C8+2 OMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 6 8 8 6 6 8 6 7 7 7 7 GLASS TYPE -4, 8, 6A 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 38 11&8 C8+2 C8+2 C8 +2 06+2 08+2 C8+2 C8+2 68 +2 08+2 C8 +2 C8+2 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, 4A, 6, 8A 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 42 HAS 08+2 C8+2 C8+2 06+2 C6+2 C8 +2 C8+2 C8 +2 C8 +2 C8+2 C8+2 C6 +2 JNI3 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, 4A8, 8A 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 48 HAS C8 +2 C6+2 08+2 06+2 C6+2 C8+2 06+2 08+2 C8 +2 06+2 C6+2 C8+2 JAOAS 10 10 10 10 10 10 10 10. 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2112" SHJ., POSITIVE DP IS 48.67 PSF MAX AND WITH THE 3114° SILL, POSTTNE PRESSURES 18 80.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 21/2", 3114 °, AND 46 SILL HEIGHTS ARE T tr/T to FOR WATER INFILTRATION WHEREAS THE 1112" 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 DIAGRAMX THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. b DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAVY DUTY ASTRAGAL ,HEAVY DUTY STILES JAG 90° OUTSIDE CORNER TABLE 3A SILL I4T. VS POS. DP SILL RISE ( +) DESIGN HaialT LAD FLUSH -1 -11'1" NIA LOW - 2 -12" +48.67 PSF ME) - 3-114" +80.0 PSF Hi3H -4" +90.0 PSF SEE NOTES 1 -3 DLO WIDTH m NOM. PANEL WIDTH - r DLO HEIGHT m NOM. PANEL HEIGHT - 8.26° 90° INSIDE CORNER rOH LENGTH 7 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 414060CT Wawa *46 64144,614 Awritsam 1 .14 IS- ,.•°00 iraptratke Dab J.J. 10111111 0 NO CHANGE 17118 SHEET at mso Awed* ofte DOR MAW Ankkae 8 A PER AFAL8 DADS C 7B Deft t07a TECHNOLOGY ORM R.38775 P.a BQJX 4122 8 P1 34274 DPANDANCHORAGE Mkt SERIES 770 ALUMINUM SOD - LMI I NTS 19 " 23 I Thwg PGT0002 I 0 `��S,1TIrn/ri. W-;1.,1`.1!%! ,•F,Q � :7* 140. 58705 E =. °}%O'• asp'sor ; �2� �'i�.tS '••. FC.OR10 ' `'' �. INS+ � Cp � �, SIO�N11A�1--::%• A. LYNN MILLER, P8 RSA 58705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2)1/4° ELCO 884 CRETE -FLEX 3)8118" ULTRACON 4) 012 STEEL SCREW (138) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7-9: HEAD & SILL ............. 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS 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. JAMBS & P- HOOKS... 9" MAX. FROM BOTTOM AND 21" MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14.18. 24' MAX. O.C. t O ANCHORS P- ER PANEL- " ARE 8' MAX. THOSE AT THE HEAD AND SILL 1 BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK • CENTERLINE -SEE CLUSTER DET , SHT 11 CENTERLINE 2.04 [eCi t °7i =Exmoor i7Nommoinv1i7_ [ri EXAMPLE OXX ANCHORAGE PLAN: 3.5° C4 +2 HEAD & SILL ANCHORAGE (3 PANEL. 2-TRACK EXAMPLE SHOWN)) OANCHORS TOTAL (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 814 IN WOOD SUBSTRATE SEE CLUSTER DETAILS, SHT. 11 3.8" TYP. INTERLOCK CENTERLINE 3.8° TYP. C4+2 & CORNERS = (201 ANCHORS TOTAL AT HEAD AND AT SILL 2 t:4 2 C4 2 C4 2 N N 9' MAX • •10" mAx $ •� 3° SEE NOTE • i BELOW may,• (7) P -HOOK 14* ANCHORS nr • • 8' MAX. • • 3' 1f' MAX. N N N N MAX. • = FRAME ANCHORS •= P -HOOK ANCHORS MAX. N N N N L."'+ N N N 8"TMAX.,TYP. NN s N N N NN N N x SEE TYP. JAMB CLUSTER DETAIL BELOW 8" MAX. N.° MAX O.C. N N N i N 8° N N N N24° O N �`'T � 24° MAX. LI -- 90° CORNER 1( 0) ANMORS PERJAMI3 13 (SEE SHEET FOR CLUSTER O.C. SPACING EXAMPLE OX-90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 ^► 8" MAX 0 0 EXTERIOR _11 SEE CLUSTER DETAILS, SHT. 12 ROSXBX ReAstarn3 ' fonvt? C NO CHANGE MIS81-EET i NOTE: SEE DETAILS S & TON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P-HOOK ANCHORS NmalitX AUG SAO Daft omww Valo A,WaN E 1 A PER 4BAVIDA09 978 WWI* XXXx SW 0 04efu4ap 04e 1E707 YDRIVE 91.34275 va opt IMO MONONA R 84274 3.5" _ 2.04' TYPICAL JAMB CLUSTER FOR DETARS PLR 0.1'.0 &R N essontICT =WIMP Expluelor � ) -1p I1 • - f11r� •. ,1111111th, ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI 800770 1 NTS 110 • 23 rim im PGTO052 r INT. 3.6 • 3.5 3-TRACK, ASTRAGAL, INTERLOCK ANCHOR CLUSTER -04 KCIWA-arff INTERLOCK CENTERLINE 1.75 r A: At�AI.i 11- 1 T' (-•– INTERLOCK 1 in. 1 CENTERLINE 1 3.6 ,.�.� i,3.6 15 • 2.040 1 i Li-- L x.061 2- TRACK. ASTRAGAL /INTERLOCK ANCHOR CLUSTCR-C6 AtC�li" INTERLOCK CENTERLINE r–INTERLOCK CENTERLINE 1.75 4.051 2.040 J 8.6 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 2-TRAq . ASTRAGAL! INTERLOCK I� AOR CLUSTER- CB UK" 1 INTERLO r CK INTERLOCK —wry CENTERLINE 3.5 1 CENTERLINE I I 1 f s 4.072 = 4,.., 2.040 N►1 ANCHOR CLUSTER -C6 ■ 4.046 IL 2.040 6.368 1{trli Nionimm 4-TRACK, ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER -C6 3- TRACK. ASTRAGAL IINTERLOCK ANCHORCLUSTER -08 NOTE ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ••■••lb•st wok Ae.11eA► toption / r 0 riglatobiAtle- 1I1191 IINien4 NO CHANGE 7Mt$SHEET 99 we.dex One WO !Magi Damp Ws atc 08/08/09 A PER WM DAM COMMEN78 1 10797 6r01.091, OWE NOKOMA R.34216 P.O. 1671629 NOKOAIS P131274 ANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUMINUM SOD - LM! saran I NTS 111 a 23 r PGT0002 1 0 P.99 80705 • I • 2• -1RACK 90° OUTSIDE CORNER SHOWN. 2-TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER- C4 1 1 1 1 1 2.04 INT* \ 3.5 3-MACK, 90° OUTSIDE CORNER SHOWN- . 3-TRACK9°. INSIDE CORNER SIMILAR (OPPOSITE) 0-5 ANCHOR CLUSTER REQUIRED AT AU. 3-TRACK CORNERS r ,-/ 1.11. L------- ----- mmmtgaltigmso• 2-TRACK eV OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - 03 USED FOR C5 ANC CO 3.5 1 1111111.1 1 I ■Noi INN i r3.889.7r I EXT./ / I i t Il id* 2;0 I 1 . 1 . I -/V i:fivazzavailik CORNER SHOWN,. 4-TRACK SW OUTSIDE CORNER SIMILAR (OPPOSITE) C-11 ANCHOR CLUITIER. REQUIRED AT AU. 4-TRACK CORNERS 1 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. PIODUCT-1610160 =IWO it* Moak fle_Sina Otia MillktA6k64.- NO CHANGE THIS SHEET PER MIAAA DADA COMMENTS ROVISWIC A PRIAM WADECOMMENP3 cheateeter. Cat W7DTW,VOLOOYDRWE ?MOM FL $ato P.O. EAPC NOMA* FL 34194 ANCHORAGE, EXAMPLE CLUSTERS SERIES T70 ALUMINUM SOD - LM! worm 1717 Viht d 23 la""APGT00132 1° MIN. E.D. TYP. TYP. E7Cf 318' MIDI. 114° MAX SHIM WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. 2 -TRACK FRAME HEAD DETAIL B. 3 -TRACK FRAME HEAD WOOD INSTANI.ATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2, SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT.1 SEE NOTE 8 SHT. 1 (1/4" MAX) SEE CHART, SHT. 1 21118° O.C. TYP. SEE CHART, Slit 1 21/48" O.C. TYP EXT. 114" MAX SHIM 114" MAX SHIM ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL D. 3 -TRACK FRAME HEAD INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX) 1 318° MIN. 21/18" 1 °MIN O.C., TYP. ED„ TYP. pETAI. E. 2 -TRACK FRAME SUA. WOOD INSTALLATION SEE ANCHOR NOTE 8 SHT. 1 (114"A ) 3E CHART SHT.1 13/8"MIN. F:pq•�f�i; SEE CHART, SHT. 1 DETAIL O.2 TRACK FRAME SILL CONCRETE INSTALLATION TYP., 2x WOOD BUCK 21116' 1 SEE ANCHOR O.C„ TYP. TYP. NOTE 3, SHT.1 DETAIL F. 3 -TRACK FRAME SILL WOOD INSTALLATION CONCRETE ANCHOR TYP„ SEE ANCHOR NOTE 1, SHT.1 NCRETE 21115' 0.0., TYP. SEE CHART SHT. 1 SEE CHART, 8HT.1 DETAIL H. 3 -TRACK FRAME SU.L CONCRETE IdSTALLA ON SEE CHART, SHT. 1 21118° O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J. 4•TRACK FRAME CONCRETE INSTALLATION. 21118° O.C.. TYP. 1" MIN TYP. 1315' MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. 1 DETTAU. I.4- TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTES, SHT. 1 SEE ANCHOR NOTE 8, SHT. 1 (114" MAX.) • ii ~ice I'I'ci 7�E 21/18' O.C., TYP. --I is mw I ,� DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION rikaaml WOODANCHORTYP„ SEE ANCHOR NOTE 2, . SHT. 1 1 13/8" MIN. .0 462 10/11/11 NO CHANGE THIS am:Er 8? 8113 Dds 01/70110 e 4 A PER MAU I DADE (2014105008 PER 414180X08OOMMEM8 ansirst 8MC C i w G°c 4070 TECHNOLOGY O VE 4,010304 R.34275 P.O. 1528 , R .34874 ANCHORAGE DETAILS VON SERIES 770 ALUMINUM SGD — LAS INTS,3of 23I 12070002 C CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/16" O.C., TY?. SEE ANCHOR NOTE 6, Mir. 1 (1/4" MA() NCRETE T iiirp011111r1 SEE CHART, SHT 1 DETAIL t. 4-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYR, SEE ANCHOR NOTE 2, SHT.1 7X WOOD BUCK SEE ANCHOR NOTE 3, DETAIL N. 2-TRAC.K FRAME JAMB SHT. 1 1/4" MAX. SHIM —01 SEE CHART SHT. 1 SEE CHART SW. 1 1/4" kw( SHIM --0-1 SEE CHART SHT.1 t I . SEE CHART SHT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SW. 1 21/16" 0.C., TY?. • CONCRETE ANCHOR TYP., SEE 13/8" MIN. ANCHOR I NOTE 1, 1 SHT.1 1" 21/160 DETAIL 0, 4-TRACK FRAME JAMB O.C., TYP. zNogitiwalmmir 1 3/8" MIN. DETAIL M. 4-TRACK FRAME Alm WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS WOOD INSTALLATION WOOD FRAMING 1 3/3" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT. 1 1/40 MAX. SHIM 1° MIN. • K FRAME 21/16" 0.C., TYP. mmgmmiuno. 1/4" MAX SHIM --71 EX CONCRETE — ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 3.5" MIOLARTAILI3 PL D. P. Q& R ritODUCT REViSR0 rhatttrii die kiwi& aarnissomft SEE CHART SHT. 1 SEE CHART SHT.1 21/16" O.C., TYP. DETAIL R,3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, MT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS RETE / MASONRY (GROUTED BLOCK ONLY) DETAIL Q, 3-TRACK FRAME JAMB WOOD INSTALLATION 1' MIN. 13/4" MIN. 1 1/4i MIN. E.D. SEE CHART, SHT.1 2.693° MIN. MAILAJA2 WOOD INSTALLATION WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLE'S 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693° MIN. DETAIL T. P-HOOK, CONCRETE INSTAUATION NRY SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 10111111 C N 0 CHANGE MX SHEET Asea0t aar Otearlt0 —Aft MUM loWaixs: 1 Raiftga A PERM/MORPH COMMENTS PER MINA PADS COMAS= &mein Pew SAC 08105/09 aistilidNic &Is 1070 TECHNOLOGY OWE' NOKOME, FL $4078 P.O. 11QX 1629 ?MONA FL SON ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD LMI 1'4' 800770 I NTS 14 d 23 PGT01102 0 e P -HOOK MOUNTING ADAPTOR ANCHOR LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHOR WOOD FRAMING 1 3/8" MIN. 1° MIN. MIL 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, P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 2.893" MIN. DETAIL MM. P -HOOK FOR BOX RISER WOOD INSTALLATION Fib == rr °° °° 9 II I.-- - ----it r - - - -e= 9 ( , �_L___ PANEL TYPE AS' / - I*e---- 1II PANEL III TYPE II1 'A' Ill III III III 111 1 I I 1 111 I --- ...eei.i-- •e•-- _— I PANEL 1 TYPE a 'QS' I i I al 1 i4 1 I 1 a --- - -. _ _ PANEL TYPE 1C / SEE NOTE 3, BHT. 15 a e 1 SEE CHART, SHT. 1 ', • SEE CHART, SHT. 1 NCRETE /MASONRY (GROUTED BLOCK ONLY) DETAIL V, SHT. 18, ANCHORAGE DETAILS A' / &'C, SHT. 13 DLO WIDTH NOM. PANEL WIDTH - 7' A-DETAIL 'U', ENT. 18, DLO HEIGHT R NOM. PANEL HEIGHT - 8.25° ANCHORAGE DETAILS 'E' &'G', SHT. 13 )X-90° CORNER XX (2 TRACK INSIDE 9Q° CORNER) "SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES INT SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893° MIN. PETAL NN. P -HOQK FOR BOX RISER CONCRETE INSTALLATION ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 DETAIL 'BB', SHT. 19 DETAIL 'KW, SHT. 20 / HORIZONTAL SECTION We 010 X 1.50, PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL 000150/118w Aloft tt -!o1 /5/ 10191H1 0 NO CHANCE TH/SSHEET w,nnat tiW Data 01010 aa° HRt Rowan A PER IAi1t.DADfiCOMMENTS Pei Or Mil Awe Let N8 Drum Op SMC 08/08/00 10707EO10NOLOOVI7IVE Nom FL sMWJM P.O.RQXU NOKOMA FL31274 ANCHORAGE DETAILS /EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI e6oR 8,ie .... ammo NTS 15 d23 e"i" 10.0.06. PG711002 I 0 �t�>i11t1 uI /tom /� �� 41 ��• 00ENS5 110.587° - 0 '*f ;,,o•• loge p.E.# 6e105 ' ^` DETAIL 'CC, SHT.19- ,-,DETAIL 'BB', 8HT.19 t DETAIL'FF', SHT. 19, DETAIL EE', SHT.19, DETAIL 9i , SHTA., ANCHORAGE DETAIL 'N' & ANCHORAGE P', SHT.14 ANCHORAGE DET DETAILS W &'C,8HT•13 NOTES: 1 Cs MAX. HT. SEE DP TABLES SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS WT. 15 DETAIL'U, SHT. 18, ANCHORAGE DETAILS'8' OXXX (2 TRACK) &'G', SHT.13 EXAMPLE 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. 2. DLO WIDTH =NOM. PANEL WIDTH - r DLO HEIGHT o NOM. PANEL HEIGHT - 8.26" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. j'Pa- - - - - -'4 ---- - - -m91 rl+e__- --1 --- A PANEL I PANEL I I TYPE a TYPE 1 1 I 'A' o 'CS' 11 n 4 , e n h 1 4 I N n ,• 1 1 1 ' 14 1 1 1 e 1 1 0 11 0 4I 0 I 1 C> n Ire 1 ae It 11 n a II 644 mm 2"bmmmmmmmi PANEL PANEL TYPE TYPE 'Q3' NOTE 3 MAX. HT. SEE DP TABLES J )0(-90° CORNER XX (2 TRACK ANCHORAGE DETAILS s1� 90 °OUTSIDE CORNER) - EXAMPLE &'o', MT. 13 DETAIL V, SHT.18, ANCHORAGE DETAILS 'A' &'C', MT. 13 v-DETAILse, MT. 19, 1 ANCHORAGE DETAILS 'N' &'P', SHT.14 DETAIL 'BB', SHT. 19 DETAIL'JJ`, MT. 20 I` HORIZONTAL SECTION A-A DETAIL 'CO, EMT. 19 DETAIL BB', SHT. 19 ;TAIL 'DD', MT. 19, DETAIL 'AA', SHT.19, ANCHORAGE DETAILS TX ANCHORAGE DETAILS '8' & T, &'R', SHT.14 SHT.14,'MM' &NW, SHT. 15 DETAIL X SHT.18, ANCHORAGE DETAILS B' &'D', SHT.13 r MAX. HT. SEE DP TABLES L PANEL TYPE 1T' PANEL TYPE SEE NOTE 3 0 a OXXXp (3 TRACK RIGHT POCKET) EXAMPLE PANEL TYPE 1, a POCKET UNDER SEPARATE APPROVAL DETAIL W, SHT.18, ANCHORAGE DETAI.S'P &1H',SHT.13 tt \ DETAIL '88', MT. 19 -. DEI'AIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'O', MT. 14 XXXX (4 TRACK BY-PASS) EXAMPLE 1 DETAIL T, SHT.18, ANCHORAGE DETAILS m & U', SHT.13 PANEL TYPE 9C MAX. Hi DP SEE SEE I TABLES NOTE a3 X DETAIL 'Y' SHT.18, ANCHORAGE DETAILS W SHT.13 & 9.', SHT. 14 tio)DuCit SWUM oamoblavvilltdatlikedia IlidniCodt Mohlisme —l01 Rend 47. OVA NO CHANGE THIS SHEET �� AAA Antioner BF AAA Rezlikeso 3430 Niwm A PfiRMIANJOADECLIMMENT8 Saw RJaes VAR P1 RAMDADEy TB ttomBie SMC 1070 LEd81C10OYDRNB NOICOd81a F! 3198 P *. F164 NDXOiIf� FL 34274 Daoseqx EXAMPLE ELEVATIONS SERIES 7TOALUMINUM SGD - LMI \ I NTS 118 d 23 I °°'"° POT0002 10 \ \t, 4lIt1t)r,1„ \ast ,:.cNAI, ter.• cENSg' * : 140,88706 .O Gt• to It was A. LYNN MLLD 4, P.E P.E.Ol O * SILL RISERS OPTIONS FLUSH BOX SILL RISER FLUSH FIAT SILL RISER EXTERIOR INTERIOR E (ALL VERT. SECTIONS) LOW BOX SILL RISER MEDIUM BOX SILL RISER, HIGH BOX SILL RISER 4.058' LOW FLAT SILL RISER MEDIUM FIAT SILL RISER HIGH FLAT SILL RISER DETAIL 'LL' SCREEN ! RemeSVA DETAIL' 0/19/11 NOCHANGETTOSHEET MM¢ Rations DETAIL W DETAIL '1" DETAIL 'MAT SCREEN AT BILL rr ostuc? =rib Thee' %( W siatrowlisr ( OW AMMO 8 POERM IAM WADE COMMENTS Deer Red d= RAWBA PERM8A4!DADECOMMENTS Mlmmmje Oman SMC CS6 *ate di* Melt 1070 TECHNOWOY DANE NOKCAN3, R.34278 N10;1 i9 ,836274 VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LM► 800770 I NTS ant tla 18 ' 23 I ' PGT0002 P P 88705 DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 'BB' DETAIL se OW* CtreA Antsionw aki. 90/11111 C NO CHANGE MIS SHEET AT MIDSPAN DETAIL 'DV (FIXED PANEL) INTERIOR (ALL HORIZ. SECTIONS) 0. EXTERIOR AT MIDSPAN DETAIL 'FP (FIXED PANEL) *ITEM 81 SHOWN, ITEM 80 ALSO APPLICAI3LE, SEE TABLES 14, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE R� IWO Rasa* SMO AAA 01/116/10 AlAs tlawoo trestras, 0 Avatars A PERMIAN MOE CONTASVIS PERMIIIIIIDAMICCAff4EINTS WIWI* SUC ChWIEtt Oak Mfrs 08105/09 lau IMO 7ErlatatlaYaitifE NOMA PL 342m P.a EIQX tff9 NOKOMIS, FL 34274 DETAIL Hi' DETAIL 'II' MOWN Iblie Code Aimiresme Pit I1W1 AT =SPAN DETAIL 'GO' (FIXED PANEL) HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LAN mono NTS 19 or 23 17POT0002 DETAIL DETAIL 'KK (90° OUTSIDE CORNER, 2-TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN V NO CHANGE THIS SHEET most= REV 0:•:m No, assmaie=wast Awspassoker amonitia °S. HORIZONTAL SECTION DETAILS, CORNERS SERIES 770 ALUMINUM SGD - LMI ITEM PGT Mg. 0 PGT. 0 Dmoriidion 1 17308 817308 2 -TRACK HEAD 2 17303 817303 2TRACK FEAR WTM SCREEN RAIL 3 17309 817309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 6 17314 817314 FRAME SCREW COVER 8 17317 617317 FRAME FEADNAMB ADD-ON 7 17304 617304 2 TRACK SILL 8 17301 817301 2-TRACK S81 NM SCREEN RAIL 9 17307 817307 3-TRACK SILL 10 17310 617310 4 -7RACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17316 817315 FRAME SILL SCREEN ADD•ON 13 17318 817315 FRAME SILL SCREEN END ADDON 14 17305 617305 2 TRACK JAMB 15 17302 817302 2 -TRACK JAMB WM1 SCREEN RAIL 18 17308 617308 &TRACK JAMB 17 17311 817311 4 -1RA0)K JAMB 18 17322 897322 SILL. RISER - 0 19 17319 817319 SILL RISER - 0 HOLLOW 20 17321 617321 BILL RISER - LOW PIAT 21 17318 817318 $IL RISER -LOW HOLLOW 22 17356 817355 SILL RISER - MED FLAT 23 17254 617364 SILL RISER - MED HOLLOW 24 17320 817320 SILL RISER - HIGH HOLLOW 28 17323 817323 SILL USER - HIGH FLAT 28 17333 617333 POCKET DOOR P-HOOK 27 7070 • 67070 NEOPRENE BULB WSIP FOR P-HOOK 28 17334 817334 POCKET DOOR P -KOOK MOUNT 26 17336 617335 P4!OOK COVER 30 17348 817348 POCKET DOOR P-HOOK FOR BOXRISFR 40 4319 612288 SCREEN SIDE TAB-- LOGK$TILE 41 7LOCKWGSK SCREEN LOCK-SET 41818 SCREEN KEEPER SPACER SET 43 8152 68162 SCREEN INTERLOOKADAP1ER 44 4428 64428 SCREEN DOUBLE INTERS OGK 45 4317 812266 SCREEN TOP RAIL 4$ 4318 612257 SCREEN BOTTOM RAIL 47 859 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER - 8T. 87L 49 4344 64344 SCREEN ASTRAGAL 80 17349 617349 4741 SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE -.165 82 1694 61894 SCREEN SPLINE -.160 53 81616420 $(.TEEN BATH 64 1725 UT x 4° x 1/18° SITING BLOCK 55 1723 1° X4' XlH8' SKIING BLocK 202 8362 GLASS 7/18 LAMINATED HE -HTPVB 203 GLASS 9/18 LAMINATED HT-HT PVB 254 1898 GLASS 7/18 LAMINATED HT-HT SOP 103 8159 GLASS 911644MWA1ED HT-HT SGP NOTE: ALL ALUMINUM = 8083 -T6 Rend* War 1/t! .11m NO CHANGE ITYIS SHEET sorsosx 6 emc brtrernex SMC 0865109 RJA Rae 011000 ITEM POT Dwg. 0 POT 0 DMnodptlon 17325 617326 PANEL MILE 81 11328 617325 PANEL STILE (MEAVY DUTY) 82 17327 817327 INTERLOCK ADAPTOR 83 1228 81P248 VINYL BLAB WSWP. - THIN (INSIDE INIERB-OOK) 64 1720 71728 SILL END WEATHER S1RP PAO 86 17328 617328 I TERLOCKSCREW COVER 87 17329 617329 ASTRAGAL 17339 617339 HEAVY DUTY ASTRAGAL 89 17324 817324 10P & BOTTOM RAIL 70 17360 417350 WEATHERSTRIP EMERSION (INJECTION MOLDED) 71 181E 71895 11/2X1° X3/4' HIGH1 FIN SEAL DUST PWGS 72 781634 TANDEM ST. S1L ROLLER ASSY. 73 8153 781831 TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 76 8125 7818191 GEMINI MORIKE 3-PLY DUAL LOCK W4LONG TRIM PLATE 76 71032X1FPFX 01832 XT FL S8 SCREW U0 TYPE °F' TIP 77 7103239 10-32 STEEL ZINC U.AUT 78 17358 617358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17367 617357 1°K3 BEADH NTAL 80 17359 817359 7/16 BEAD HORIZONTAL 81 17359 617380 9118 BEAD HORIZONTAL 82 1224 01P267K VINYL BULB WEATHPRSTRP 83 IGTAPE 1YC'XUW SINGLE SIDE ADHESIVE TAPE FOR DREAD 159 8362 48052 ROLLER ADJ. HOLE PWG 101 72087 JAMB BUMPER 102 1898 71698 DUST PLUG • 103 8159 78166X 1" KEEPER 104 593 78DKEEP SCREEN LOCK KEEPER 106 17344 617344 FRIED PANEL CUP - 8'LONG 108 1732E 817382 DOERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT -0138 tRAISEDWITHTH4JMBT1881 103 1740 71740 HANI1E K17- RAISED EXTERIOR HANDLE 109 1731 781628N HANDLE KIT - RECESSED INTERIOR WRH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710 34PP8DAX 010 X314° PH. PN. lac -SS. 112 1235 87816 WSIP, .270 X.170 - FIN SEAL 113 1712 64088 .187 X 2S0 F3iSEAI. 114 710X118PPX 010K 1 1/2 115 7IOXPPT 810X1° 118 720X1)1 #14,20X1 "ST.BTL 117 720X112X #14.20X1.8' ST. S7L 118 17338 617325 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17325 8117338 INSIDE CORNER ASTRAGAL 210 GLASS B ATED103!18T- 7/18LAMINATEDHT -HTPVB 211 GLg88 LAMINATED 331/47- 7116 LAMINATED HT-HT PVB 212 GLASS LA141441E0103H07 - 7 /161A TEDHT -HTBGP 213 (BASS IAMNAIED I9 1147 -7/16 LAMINATED HT-HT ruoutsci mono i-10y mesplaaaem Ninon Iwo stalkter 8 03w: WRNS tialsker A PER WAN DAPSCOMMIS PER 141AM I COM COMMENI9 0rdm110 ofe 1010 TECHNOLOGY DRIVE NORMS, FL8427E jar L3 L 31;14 PARTS LIST SERIES 770 ALUMINUM SGD - LMI Sabstfatta 1soda NTS 12 2 23 Imo` PG70002 rion C INTERLOCK SCREW COVER, FRAM SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK (65) MAT'L:8083T6 (5) MAIL : 606316 (78) MAIL : 606378 ell/ 8063-16 0.233° 0.082° P -HOOK SCREW (±OVER (29) MAT'L:6083 -T6 0.78? 0.08 " 0.709" 0.787" 1 0.06? 1.888" 1.162" 0880" 1.739" GLAZING BEAD (1.0.) FIXED PANEL CLIP FIXED PANEL RETAINER INTFRL.00K (108)MATL:5063 -T6 (108) MAIL: 6063 -T8 (62)MATL:6063T6 (79)MAT'L:806316 3.802" P-HOOK FOR BOX RISER (30) man: 6083-TO 4.128" HEAVY DUTY ASTRAGAL (88) MAT'L• 6083.16 0.874" 0.075" 1204° P -HOOK (28) MATE: 608318 0.780" 0.06? 0.082" 4.066° 3.26" TOP/BOTTOM BOTTOM RAIL (50) MAT'L: 008378 -"-1 1.87? 0.750" 0.062" SCREEN 810.E (40) MATL:8083T8 0.08? 0•t« FLUSH FIAT SILL RISER (18) man.: 5083.18 a.906" 3.20? 2488" o.o6r ---E 0.062" i o a6? LOW FLAT 814E RISER AI FIAT SILL RISER HIGH FLAT SILL RISER 2.885' 0.06r T for 3.126" )HEAVY DUTY S17LE (61) MAT'L: 6083 -78 3 0.232" HIGH BOX SILL RISER MEDIUM BOX SILL SER LOW BOX SILL RISER FLUSH BOX SILL RISER (24) MAT'L: 606346 (23) MATL:6083 -16 (21) MAT'L:6063 -T6 (19) MAT'.: 8083 -16 (20) MAIL: 6083.171 (22) MAT'L: 608346 (28) MAT'L• 8083.76 ruavucr rvu>tw staniplidri vats Ms NNW *dabs C■tuo gsperithe woex Liaise 70/11/11 Oar 49/16/09 lisrlArox NO CHANGE THIS SHEET 06/0009 itarklaso fismrssw A tn"Sy Nd4 PER N1A611DAOEiCOMMENTS AAA 10707132HNoLOeYDANE Namoss FL 84270 PA. BQX 19 ? JW 834274 EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI swam 500770 NTS 18Asets I� 22 PGT0002 0.081" — 2 - TRAOK HEAD W/ SCREEN TRACK (2) MATL: 6083 -T6 7.106° n_I-- -vtr lS D 0.1181" — 3 -TRACK HEAD (3) MATL: 8083 -T6 8.147 '1StJ"L4� 1.211" 0.080" — 3 -TRACK SILL (8) MAT'L: 6063 -T6 6221' 1.608" 1.046" 0.082" SCREEN TOP RAIL (46) MAIL: 6083 -T8 1.883" 0.082" SCREEN BT I. MIL (46) MATL:6083 -T6 0.876" 2 -TRACK JAMB (14) MATL:0063 -76 0.07 2 TRACK SILL W/ SCREEN TRACK (8) MAT'L: 8063 -T6 eD 4-TRACK HEAD 0.081" — (4)MATL: 6063 -T8 6.621 4 1211" 2 TRACK SILL (7) MAT'L M3 T6 1.03" 2.883" 0.080" Rwd Render 4" INSIDE CORNER ASTRAGAL (120) MAT'L:6083 -T8 1041/11 Fterbleast OUTSIDE CORNER ASTRAGAL (119) MAT'L:6083 -T6 3-TRACK JAMB 2.828" (16) MAnz 6083 -T6 CORNER RECEIVER (116) MAT'L:6063 -T6 4-TRACK JAMS (17) MAT'L 2-TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063 -TS rummer aivI350 Baia. Coda Afeassse .N. it -Io •)�5 t yhatlnlbe 1 NO CHANGE THIS SHEET RersdEko ENO murex SMC AIM 1V18 9 08/04!68 Restdase A PER AWI MI OADE C 01.@� W 8 badex RJA Refx 1070 TECHNOLOGY DRIVE =COMA ft 34578 P.O.0QX 18O RKNGOMW. M84274 EXTRUSIONS SERIES 770 ALUMINUM SOD - LM/ satetalessk NT ( 23 3 r°�° PGT0002 C ' `,•` y MYNA/ 1114,/,,/,„ * * No.58705 so '• STATE OF �i�� • •' •.! �C 08100: • •�Gi 4� A. LYNN MRLEP. P.B. P.E.0W05