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WS-16-1504 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260061 Permit Number: WS-6-16-1504 Scheduled Inspection Date: July 26,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: ALCOCER, MEI LIN Work Classification: Window/Door Replacement Job Address:9510 NW 1 Avenue Miami Shores, FL 33138- Phone Number (786)638-1353 Parcel Number 1131010240260 Project <NONE> Contractor: PRESCO SOUTH CONSTRUCTION INC DBA MIAMI DADE SI Phone: (786)425-7737 Building Department Comments INSTALLATION OF 11 WINDOWS AND 3 DOORS WITH Nfra6td Passed Comments INSPECTOR COMMENTS False IMPACT AND SHUTTER ON GARAGE DOOR Inspector Comments Passed N] Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. f6 July 25,2016 For Inspections please call: (305)762-4949 Page 9 of 42 I 21 Miami Shores Village t3� r Re. fiii'ltert a,.. 10050 N.E.2nd Avenue NW tisk Gli?nI indcr�uli�or�eplam Miami Shores,FL 33138-0000 I P" r Phone: (305)795-2204 6t p. Ex iration: 12/17/2016 Project Address Parcel Number Applicant 9510 NW 1 Avenue 1131010240260 Miami Shores, FL 33138- Block: Lot: MEI LIN ALCOCER Owner Information Address Phone Cell MEI LIN ALCOCER 9510 NW 1 Avenue (786)638-1353 MIAMI SHORES FL 33150- 9510 NW 1 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 PRESCO SOUTH CONSTRUCTION IN( (786)425-7737 .._. _....._ Total Sq Feet: 00 Type of Work:INSTALLATION OF 11 WINDOWS AND 3 DO Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee Invoke# WS-6-16-59994 $3.75 DCA Fee $3.75 06/01/2016 Credit Card $50.00 $243.50 Education Surcharge $3.00 06/20/2016 Credit Card $243.50 $0.00 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $293.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and, ring. / rmore. I authorize the above-named contractor to do the work stated. June 20, 2016 A th fize ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 20,2016 1 Miami Shares Village ' � JUN ® 1 2016 Building Department F�1 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBG 20N BUILDING Master Permit NoPk 1Z - /n�qy PERMIT APPLICATION Sub Permit No. 19 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 01,5'10 Aj t-) A Yf City: Miami Shores County: Miami Dade + Zip: 3 3/S b Folio/Parcel#: �°®� 3�;I e 0 m � � 0 Is the Building Historically Designated:Yes NO Y/- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): i4l�69- SAA L,,4 PCI'L_ Phone#:.7&- �•�� 53 Address: ��/ /i/1.s1 ►� City: A4 I A o(4o S l4 0 A�e-; State: P Zip: 33) Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: < ;c�, �r"rt� �°�st'� v�� ° Phone#: -7jG 0 y Address: av®AA+ z-.A;U-S City: a'i-1 Stater Zip: 9 3 P, Qualifier Name: J��g, D�o4Z Phone#: '7 V2, ' -7-73 State Certification or Registration#: f&C 1 5/9-5-/ Certificate of Competency#: DESIGNER:Architect/Engineer: Pho4#: Address: City: State: Zip: Value of Work for this Permit:$ s' ,� -s- Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: IA-j rn L-L ®amt N 'TW,,0-S VIJ 1 d iV S y A..S, Specify color of color thru tile: Submittal Fee$ Permit Fee$ '� CCF$ CO/CC$ Scanning Fee$ 1 2— Radon Fee$ DBPR$ Notary$® Technology Fee$ / Training/Education Fee$ < GL) Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ d (Revised02/24/2014) 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 ELE TRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that o 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 pection fee will be charged. Signature Signature OWNER or AGENT CO CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of tIL 20 C, ,by day of_ P'720 by C`_7 L ho is p sonally known to C who is ersonaBy known to me or who has produced as me or who has produced as identification a wh n h. identification t . Q: H®INNY E ALEX NOTARY P BLIC:) ; � iRW NOTARY P IC: E LEX LR 1; COMt4llSS1oN q Ff 194694 i '•. �CO SI I 94694 FIRES February 01.2019 •53 E F rY 01. 19 w07r Sign: aO CO r Sign: Print: l Print: y/ Seal. Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5/11/2016 Property Search Application-Miami-Dade County PROPERTY OFFICE OF THE � k Summary Report Generated On:5/11/2016 Property Information �` ; `i �* Folio: 11-3101-024-0260 Property Address: 9510 NW 1 AVE Miami Shores,FL 33150-1702 ' FABIO GIL CEBALLOS .. SEP Owner , MEI LIN M ALCOCER * In � Mailing Address 9510 NW 1 AVE ' g MIAMI,FL 33150 USA , w : Primary Zone 0800 SGL FAMILY-1701-1900 SQOW " 0101 RESIDENTIAL;-SINGLE Primary Land Use tk, FAMILY:1 UNIT Beds I Baths/Half 3/2/0 _ Floors1 � I _ p Living Units ln Actual Area 2,436 Sq.Ft ' � t ahY � t} . Living Area 1,799 Sq.Ft Adjusted Area 2,078 Sq.Ft Taxable Value Information Lot Size 8,305.5 Sq.Ft 2015 2014 2013 Year Built 1965 County Assessment Information Exemption Value $50,000 $50,000 $0 Year 2015 2014 2013 Taxable Value $306,438 $303,610 $220,130 School Board Land Value $134,804 $112,223 $74,587 Exemption Value $25,000 $25,000 $0 Building Value $244,061 $240,258 $144,411 XF Value $1,126 $1,129 $1,132 Taxable Value 1 $331,438 $328,610 $220,130 - - ---- -- City Market Value $379,991 $353,6101 $220,130 Exemption Value $50,000 $50,000 $0 Assessed Value $356,438 $353,610 $220,130 Taxable Value t306,4381 $303,610 $220,130 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $0 Save Our Homes Cap Assessment Reduction $23,553 Taxable Value $306,438 $303,610 $220,130 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 previous OR Book-, Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale PricePageQualification Description Board,City,Regional). 12/16/2013 $418,000 28973-3625 Qua[by exam of deed Short Legal Description 03/05/2013 $250,000 28536-379 Not exposed to open-market;atypical motivation BONMAR PARK PB 17-11 LOT 5&N1/2 OF LOT 6 BLK 5 03/04/2013 $199,700 28526-117 Trustees in bankruptcy,executors or LOT SIZE 73.500 X 113 guardians OR 9774-0516 08/01/1977 $62,000 09774-0516 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govrnfo/disclaimor.asp Version: ♦SNoREs Gi Miami Shores Village Building Department LoR1% 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: ��e 1�-��d DATE: Contractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: —9r/ From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: = PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami oREhores Village Building Department Pi 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �lOR1Dp' Fax: (305) 756.8972 ley BUILDING CRITIQUE DATE: 06-06-2016 PERMIT NUMBER: 16-1504 1.According to note 1 on the calculations the tables are only valid with the signed and raised seal by Yiping Wang, P.E.The calculations provided do not have the raised seal of the engineer. 2. Reflect the location of the required means of egress.704.1 General. Means of egress for buildings undergoing alteration shall comply with the requirements of Section 701.1 and the scoping provisions of Chapter 1 where applicable. Ismael Naranjo, B.O, CFM Building Director BROWARD,PALM BEACH BROWARD,PALM BEACH(COAST) MIAMI-DAD E MIAMI-DADE(COAST) FLORIDA KEYS(COAST) WIND VELOCITY= 170 mph WIND VELOCITY= 170 mph WIND VELOCITY= 175 mph WIND VELOCITY= 175 mph WIND VELOCITY= 180 mph EXPOSURE CATEGORY"C" EXPOSURE CATEGORY"D" EXPOSURE CATEGORY"C" EXPOSURE CATEGORY"D" EXPOSURE CATEGORY"D" Design Pressures Design ressures res es gn Pressures es gn Pressures �, Mean Mean Mean Mean Mean All Tribute Areas All Tribute Areas All Tributa Areas All Tribute Areas All Tributar Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Z e Roof Zone 4 Zone 5 Roof Zone 4 Zone 5• •• Height Height H Height Height - .• •�• :c 15 ft 37.8 -41.4 37.8 -50.7 15 ft 45.91-49.7 45.9 -61.4 15 ft 40.1 43.5 -53.7 15 ft 48.6 -52.7 48.6 -65.1 15 ft 51.4 -938 55.4 -68.11 •• a) • o� 0 16 ft 38.3 -41.5 38.3 -51.3 16 ft 46.31-50.2 46.3 -62.0 16 ft 40.6 -44.0 40.6 -54.3 16 ft 49.1 -53.2 49.1 -65.7 16 ft 51.9 0_96C4".9 -644, • rD.em 18 ft 39.2 -42.5 39.2 52.5 18 ft 47.21-51.2 47.2 -63.2 18 ft 41.5 -45.0 41.5 -55.6 18 ft 50.0 -54.3 50.0 -67.0 18 ft 52.9 •_W 95J.9 -70.8 V • LSI� 20 ft 40.1 -43.5 40.1 53.7 20 ft 48.1 -52.2 48.1 -64.4 20 ft 42.5 -46.1 42.5 -56.9 20 ft 51.0 -55.3 51°0 68.2 20 ft 53.9 - •53.9 -72. • ? U •"" 22 ft 40.8 44.2 40.8 -54.6 22 ft 48.8 -52.9 48.8 -65.3 22 ft 43.2 -46.9 43.2 -57.9 22 ft 51.7 -56.1 51.7 69.2 22 ft 54.7 54.7 7S. • Z •• i 24 ft 41.5 -45.0 41.5 -55.6 24 ft 49.5 -53.7 49.5 -66.3 24 ft 44.0 -47.7 44.0 -58.9 24 ft 52.5 -56.9 52.5 -70.3 24 ft 55.5 - 0 55.5 -74.3 26 ft 42.2 -45.8 42.2 -56.5 26 ft 50.2 -54.5 50.2 -67.2 26 ft 44.7 -48.5 44.7 -59.9 26 ft 53.2 -57.7 53.2 -71.3 26 ft 56.3 jk66. 0.9 -76A* i Z J •O iia 28 ft 42.9 -46.6 42.9 57.5 28 ft 50.9 -55.3 50.9 -68.2 28 ft 45.5 -49.3 45.5 -60.9 28 ft 54.0 -58.5 54.0 -72.3 28 ft 57.1 .5 W N ••••• o 30 ft 43.6 -47.3 43.6 58.4 30 ft 51.6 -56.0 51.6 -69.2 30 ft 46.2 -50.2 46.2 -61.9 30 ft 54.7 -59.4 54.7 -73.3 30 ft 57.9 77.5 W Z •• O 35 ft 45.0 48.8 45.0 60.2 35 ft 53.0 -57.5 53.0 -70.9 35 ft 47.7 -51.7 47.7 -63.8 35 ft 56.1 -60.9 56.1 -75.2 35 ft 59.4 5 � Z U ••••• 40 ft 46.3 -50.2 46.3 -62.0 40 ft 54.3 -58.9 54.3 -72.7 40 ft 49.1 -53.2 49.1 -65.7 40 ft 57.6 -62.4 57.6 -77.1 40 ft 60.9 -85.5 45 ft 47.4 -51.4 47.4 -63.5 45 ft 55.4 -60.1 55.4 -74.2 45 ft 50.2 -54.5 50.2 -67.3 45 ft 58.7 -63.7 58.7 -78.7 45 ft 62.1 -6A.4 62.1 -83" • � Z�•� ami 50 ft 48.5 -52.6 48.5 -65.0 50 ft 56.5 -61.3 56.5 -75.7 50 ft 51.4 -55.8 51.4 -68.9 50 ft 1 59.9 -65.0 59.9 -80.2 50 ft 63.4 -68.8 63.4 ZD 55 ft 49.4 -53.6 49.4 66.2 55 ft 57.4 -62.3 57.4 -76.9 55 ft 52.4 -56.8 52.4 -70.1 55 ft 60.9 -66.0 60.9 -81.5 55 ft 64.4 -69.8 64.4 -86.2 IO0.4 G+ 60 ft 50.3 -53.2 50.3 67.4 60 ft 58.3,-63.3 58.3 -78.1 60 ft 53.3 -57.8 53.3 -71.4 60 ft 61.8 -67.0 61.8 -82.8 60 ft 65.4 -70.9 65.4 -87.6 (7 w 70 ft 52.1 -56.5 52.1 -87.4 70 ft 59.7 -64.7 59.7 -100.1 70 ft 55.2 ; 55.2 -92.6 70 ft 63.2 -68.6 63.2 -106.1 70 ft 66.9 -72.6 66.9 -112.2 80 ft 53.9 -58.4 53.9 -90.4 80 ft 61.4 -66.6 61.4 -103.1 80 ft -61.9 57.1 -95.8 80 ft 65.1 -70.6 65.1 -109.3 80 ft 68.9 -74.7 68.9 -115.6 Io N 90 ft 55.2 59.9 55.2 -92.6 90 ft 62.3 -67.6 62.3 -104.6 90 ft. 58.5 -63.5 .5 -98.2 90 ft 66.1 -71.7 66.1 -110.8 90 ft 69.9 -75.8 69.9 -117.3 00 V) 100 ft 51.3 -51.3 51.3 -94.1 100 ft 55.6 -58.3 55.6 -106.8 100t54.4 -54.4 54. -99.8 100 ft 58.9 -61.8 58.9 -113.2 100 ft 62.3 -65.3 62.3 -119.8 110 ft 52.4 -52.4 52.4 -96.0 110 ft 56.4 -59.3 56.4 -108.7 '` 10 ft 55.5 -55.5 55 -101.7 110 ft 59.8 -62.8 59.8 -115.2 110 ft 63.2 -66.5 63.2 -121.9 120 ft 53.4 -53.4 53.4 -97.9 120 ft 57.3 -60.3 57.3 -110.6 `H 120 ft 56.6 -56.6 6.6 -103.7 120 ft 1 60.7 -63.9 60.7 -117.2 120 ft 64.2 -67.6 64.2 -124.0 W 130 ft 54.4 -54.4 54.4 -99.7 130 ft 57.9 -61.1 57.9 •-1 01 57.6 -57' 57.6 -105.7 130 ft 61.4 -64.8 61.4 -118.8 130 ft 64.9 -68.5 64.9 -125.6 Q 140 ft 55.4 -55.4 55.4 -101.6 140 ft 58.6 -61.9 58.6 -,:413A, 1 ft 8.7 '58.7 58.7 -107.7 140 ft 162.1 -65.6 62.1 -120.3 140 ft 65.7 -69.41 65.7 -127.3 V 150 ft 56.0 -56.0 56.0 -102.7 150 ft 59.1 -62.6 _ -11; -59.4 59.4 -108.9 150 ft 62.7 -66.3 62.7 -121.5 150 ft 66.3 -70.1 66.3 -128.6 160 ft 56.6 -56.6 56.6 -103.8 160 ft 59.6 -63 Z 5971 60 60.0 -60.0 60.0 -110.0 160 ft 63.2 -66.9 63.2 -122.7 160 ft 66.9 -70.8 66.9 -129.8 (� 170 ft 57.5 -57.5 57.5 -105.3 170 ft 60.1 ' .8 1 �- ft 60°9 -60.9 60.9 -111.6 170 ft 63.7 -67.6 63.7 -123.9 170 ft 67.4 -71.5 67.4 -131.1 Z 0 180 ft 58.3 -38.3 58.3 -106.8 180 ft - -64A ' .7 8 0 180 ft 61.8 -61.8 61.8 -113.2 180 ft 64.3 -68.2 64.3 -125.1 180 ft 68.0 -72.2 68.0 -132.3 Q O � ❑ 190 ft 58.9 -58.9 58.9 -108.0 190 ='61.2 -65.0 p1 9. 190 ft 62.4 -62.4 62.4 -114.4 190 ft 64.8 -68.9 64.8 -126.3 190 ft 68.6 -72.9 68.6 -133.6 r LL O g 200 ft 59.5 -S9.5 59.5V-1113.3 61.7 -65.6 61.7 -W.3 200 ft 63.0 -63.0 63.0 -115.6 200 ft 65.3 -69.5 65.3 -127.5 200 ft 69.1 -73.6 69.1 -134.8 Q tpo 0 220 ft 60.6 -60.6 60.6 2 ft 62.6 -66.7 62. `-122.4 220 ft 64.3 -64.3 64.3 -117.8 220 ft 66.4 -70.7 66.4 -129.7 220 ft 70.2 -74.8 70.2 -137.2 m W Q a 240 ft 61.8 -61.8 61.8 240 63.6 -67.9 .6 -124.5 240 ft 65.5 -65.3 65.5 -120.0 240 ft 67.4 -71.9 67.4 -131.9 240 ft 71.3 -76.1 71.3 -139.5 Q V _O a) 260 ft 62.8 -62.8 62.8 260 ft 64.4 64.4 -126.3 260 ft 66.6 -66.6 66.6 -122.1 260 ft 68.2 -73.0 68.2 -133.8 260 ft 72.2 -77.2 72.2 -141.5 ® Z W280 ft 63.8 -63.8 63.8 280 ft 9.7 65.1 -127.8 280 ft 67.6 -67.6 67.6 -124.0 280 ft 68.9 -73.8 68.9 -135.4 280 ft 72.9 -78.1 72.9 -143.2 Q � ZO 300 ft 64.8 -64.8 64.8 300 ft 65. 70.5 65.7 -129.2 300 ft 68.7 -68.7 68.7 -125.9 300 ft 69.7 -74.7 69.7 -137.0 300 ft 73.7 -79.0 73.7 -144.9 ® 5 IL INSTRUCTIONS FOR TABLE USE GENERAL NOTES: PEAK ROOF LL_ W O - -- 1. TABLES ARE INTENTED TO DEPICT THE'WORST CASE'PRE88URE8.'WORBT CABS'IS 1. 7H CHARTS NOT VAUD ASA SITE-SPECIFIC DRAWING.THESE TABLES ARE ONLY HEIGHT MEAN ROOF ® - - DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED 8 RAISED SEALED BY YIPRGG WANG,P.E. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2 THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. HEIGHT T 2. FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE-AND OTHER O FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE COEFFICIENTS LISTED HERON SHALL BE DICTATED AND VERIFIED BY THE GOVERNING EAVE ROOF N 3. USE OF(YASLES VAUD ONLY FOR BUILDINGS LESS THAN SIT MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE I I HEIGHT 4. TABLES VALE)FOR ALL ROOF SLOPES.REDUCTION FOR ROOF SLOPE LESS THAN 1(f VALUE USE 18 OFFERED HEREIN. ® \ ® p,I N SHALL BE PERFORMED BY AN ENGINEER A9 A SITE SPECIFIC CONDITION. 3.THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED �. ga. \,N !V S. IDENTIFY THE BUILDING MEAN(AVERAGE) ROOF HEIGHT.ff THE MEAN ROOF HEIGHT CERTIFICATION.REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER ELEVATION CANNOT IF IDENTIFIED,BUILDING USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN 8 INSTALLATION INFORMATION AND APPUCABIUTY OF THESE TABLE a 8. ALWAYS ROUND LIP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ASSUMPTION. 4. DESIGN 18 BAKED ON THE 3 SECOND GUST(WINDVELOCITY) FOR A,WSK CATEGORY II gyp®.°° D�,, RIDA REGISTRATION T. CALCULATE THE TRIBUTARY AREA OF THE OPENING W QUESTION(HEIGHT'WIDTFQ OR (GENERAL RESIDENTIAL 8 COMMERCIAL CONSTRUCTION FOR A RISK CATEGORY III SEPARATE WALL ZONE FIGURES a 8 ISOM �YIPING W �}P.E. TABLE WITH 188 MPH WILL BE USED.THESE TABLES NOT FOR USE WITH ESSENTIAL FAC&RIES OR THE SPAN LENGTH (HEIGHT) MULTIPUED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LOSS ASSEMBLY OCCUPANCIES. e A.�28677 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT%) .USE THE AREA BETWEEN STRUCTURAL TOPOGRAPHIC FACTOR Krt-1.0 FOR FLAT TERRAIN USE ONLY.THESE TABLES NOT VALE)FOR e=10%OF LEAST HORIZONTAL DIMENSION OR 40% AREA OF AN OPENING CANNOT IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCPI--1-0.1�j ENCLOSEM_,?;; UNG ONLY. OF MEAN ROOF HEIGHT,WHICHEVER IS SM AMER, AA BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR VERIFY USE OF Kd=0.86(DIRECnONAUTY FACTOR?WITH LOC/,IC BUIU)INO D BUT NOT LESS THAN 4%OF LEAST HORIZONTAL LARGER TRIBUTARY AREAS THAN PUBLISHED,USE T 14E LARGEST PUBLISHED VALUE. HVFR=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR WALLS AND VERTICAL I_�ONLY. USE ZONE 5 IF ALL 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4) OR EXTERIOR(ZONE b) PER 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES'-., "� j DIMENSION OR 3FT. THE FIGURE OR INFORMATION BY OTHERS.ANY QUESTIONABLE OPENING IS TO BE B. NO CERTIFICATION 13 OFFERED FOR THE INTEGRITY OF THE HOST 3;FRUCfURE. `®I6 ENCU ER FOR A MIOREUESTION.CONSULT AN SPEC FIC INTERPRETAY)ON�' I s CONSIDERED THE MORE CRITICAL(EXTERIOR ZONE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS ld� 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL OR AFFIRMATIONS ARE INTENDED. IF EOUIRED. MUNICIPALITY IN ACCORDANCE WITH CODE �kflb . ... . ... Miami Dade Shutters •• •• • • •• •• • Presco South Construction,Inc. %: : 6625 Miami Lakes Drive,Suite 419 • Miami Lakes Florida 33014 Office:786-660-2660 CGC-1515514 • • • • • •• •• • • • • • • • • • • • • r •• • • • •• ••• •• • ••• • • • • •• • • 0 PROJECT: Mei-Lin Alcocer 9510 NW 1 AVE Miami Shores, FL 33150-1702 Folio# 11-3101-024-0260 French Door Horizontal Windo Zone 4(+40.1/-43.5) Zone 5(+40.1/-53.7) Single Hung Window NOA# 15-0603.13 Zone 4(+40.1/-43.5) NOA#14-0415.05 NOA#15-0406.12 106"x 50" _ a Horizontal Window '-- Zone 5(+40.1/-53.7) ,�,�, 72"x so" _- -Y._.�e� DATE NOA# 14-0415.05 74 x 39 E - FH ALL FEfUERAL r74"x 39" 19"x 38" 72 x 80 74"x 39" S \r,R �GIJ R- _ _�L�o��s II 74"x 39" ® 1( �i. Horizontal Window Ffonzonta Wi ow 1Zone 4(+40.1 3.5) Zone 4 4 1/-43.5) 37"x 26" Mean Roof Height 15 FT NOA# 14-041 5 NOA# 14-00415.05 74"x 39" 37"x 38" 190"x 84 JUN 0 1 74"x 39" 74"x 39" 39"x 82 - Y AstroGuard Fabric Zone 5(+40.1/-53.7) FL17617661 Horizontal Window. Zone 4(+40.1/-43.5) Horizontal Window NOA#14-0415.05 French Door Zone 5(+40.1/-53.7) Zone 4(+40.1/-43.5) NOA# 14-0415.05 NOA# 15-0603.13 M IAM l•DADE 9vN ®� `L®�� T k MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REG TORY AND ECONOMIC RES Miami,Florida 33175-2474 BOARD AND STRATION DIVISION a T(786)315-2590 F(786)315-2599 U1`ICE OF ACCE CE UA www.miamidade. ovteconom I O Windows Systems,LLC 14 N.W.1W Street, edley,FL 33178 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 AHI 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 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.y%sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Iavad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. —� MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 771. 2. Laminated glass types GI and 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and fallowing statement: "Miami-Dade County Product Control Approved",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. TERAHNATION 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 word§-bliarn i-Rade Gounty. Fl"ida, and followed by the expiration date may be displayed in advertising literature. If adyportio 11 t e `!I� . 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 FoldinnOfficial. This NOA revises NOA#12-0402.03 and consists of this page-):an&evideAce page$E`d=al well as approval . .. document mentioned above. .. • • The submitted documentation was reviewed by Ishaq I.Chanda,P.E. • NOA No.15-0603. M1AMMADE COUNTY : : . : :•: xlirvtion Date: March 20,201 p;?oVV Date: October 15,20 Pa 1 d ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12 3357,HETI-12-3358,HETI-12-40031 HETI-124003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer".expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER •• • . .. . . . . ... . 1. This NOA revises NOA#12-0402.03,expiring 03/20/1%-- ••: -•: 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. ••• ••• • • • • • i : • N1-Iq .° V-h • • we* :' :' •.• .•' Abiq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 3;#at on Date:March 20,2019 ;.•.; ; ApWovjLBafe: October 15,2015 E-1 00 1 lb S JUN 0 MIAMI-MADE MIAMI DApE COUNTY P120DUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC OUR R) 11805 SW 26 Street,Room 208 gp C DE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ICE OFA ANCE NUA wvny.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Z7 Medley,FL 33178 SCOPE: This NOA is being i ed under the applicable rules and regulations governing the use of construction umentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. / ESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:•X c(!�y:of tkfs.eft§7e.NK)A shall be provided to the user by the manufacturer or its distributors and sh4ll be it1;Jalile fog�spe ction at the job site at the request of the Building Official. This NOA revises N(TA# IT-0317.01 iLnd•consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted dpairentatipn V%j revianye4 by Manuel Perez,P.E. . . . . . . . . . . .. . . . . • NOA No. 15-072 . 5 MtAMMADE CouNr7r Expiration Date: May 27,201 "'• 1 Approval Date: September 03,2015 • } Pagel . .. .. . . . .. .. ... . . . ... . . 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Tavad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201.-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA#14 03.17.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and se ed by Candido F.Font, .P.E... . . . . .. �(qub# it42 ren�7e1&0A #09-0312.08) "' "' see Ole '0 Manue ere P.E. Product Cont of Ex iner 0 0 •• NDA No. -0728.05 . . . .. Expiration Date: May 27,2019 ... �.. i Approval Date: September 03,2015 . . . . . . . . . . E-1 . .. .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrrnwED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03.12.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) C.y_clic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E... . . - , .. (Sulutzilftl i4ei 6,4#09-03,1.2.08) • . . • . .. ... ..• . .. . ..• . . . . ' '•' 4'• . . . . . . Manuel P eZ,P.E. • Product Control xa iner .. . . . . . . .. . . see : • " ' NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51n Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC P Edition (2014), and of no financial interest,July 8,2015, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. .. ... . . . . . .. { . { . { • 0:0 •{• • Manuel a z,P.E. { ._ . . • • Product Contr I aminer {{ • • • • • • {{ • • {{' :' :' •{• 000 {• •{{ NOA NO. 5-0728.05 Expiration Date: May 27,2019 0:0 •• • • 0:0 :0 • • Approval Date: September 03,2015 • • • • • • • • • • • {{ % • { • {{ J{ - � �6 1 MIAMFDIADE SUN , MIAMI DADECOUNTY j PRODUCT CONTROL SECTION DEPARTMENT OF G TORY O S ) 11805 SW 26 Street,Room 208 BOARD AND CODE TION DIdIS10 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE O www.miamidadegWL/economx ndow Systems, 9114 NW 106 Street Medley,FL 33178 SCOPE: under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may, immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 50"aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A' dated 11/25/14, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product rotiftvl Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami- •••••• 13ade Counilk I)Mduct Control Section. ••• 1M$ILE fW4CT RATING:Large and Small Missile Impact Resistant ,;••• VABELINIi!Ehh unit shall bear a permanent label with the manufacturer's name or logo, city, state, ..... •> /se 1 0 aZZrfollowing statement: "Miami-Dade County Product Control Approved", unless otherwise . . ••••• naw herein.... ••••: BREI EWA -(nstlis NOA shall be considered after a renewal application has been filed and there has been •., no ihange tit Ed Applicable building code negatively affecting the performance of this product. • lYIIN;:i N of this NOA will occur after the expiration date or if there has been a revision or change •'•' .!!1'thp materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement o''dny product,for-sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by -the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0820.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. Y NOA No.14-1212. r>►ar��naoF couff" t. (W5. l Expiration Date: November 21,2017 Approval Date: Apri102,2015 Page 1 T Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40,- titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"A-A"Window,Grade 10,Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1,TAS 202-94 7)Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987--88 (2009) 8) Standard Test Methods for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6951, dated 07/02/12, signed and sealed by Marlin D. Brinson,P.E. • fSubmitted under previous NOA N©. X2-0820.08) ...... ...... C. • CALCULATIONS •;;••• 1. ••.•Anchor verification calculations and structural analysis, complying with FBC 51' ..... •;•••; lotion (2014), dated 11/18/14, prepared by Al Farooq Corporation, signed and •• •• •••• ...sealed by Javad Ahmad,P.E. • ...... 2. ••••amazing complies with ASTM E1300-09 ...... • tel..• QIM'tY ASSURANCE •••••• 69696• 1. •-' Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gasco Product Control Section Supervisor NOA No. 144212.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Sallex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'b Edition (2014), and of no financial interest, dated November 18,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P:E. 2. Laboratory compliance letter for Test Report No. FT1 -6951, issued by Fenestration Testing Laboratory,Inc.,dated 07/02/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.12-0820.08) G. OTHERS 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window Systems,.LLC for their Series "ECO-Guard 50" Aluminum Single Hung Window - L.M_ .I., -approved on 11/21/12 and expiring on 11/21/17. • sees . .. sees.. . . sees.. • 0.0 000 . .. .. .0000. . e .. .. sees.. . .. sees. •sees sees • • sees 000.0. .see • se0 96 es.. - - 000000 e •Gose• . . e .s.e. •. .e . • sees.. sees . . 0000 • Jaime D.Gascon, :E. Product Control Section Supervisor NOA No.14-12i2.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E--2 3/812016 r Florida Building Code Online OEM I SIR. . FA Florida Department! BCIS Home Log In User Registration Hot Topics Submit Surcharge Sta, „ C BCIS Site Map Links Search Busines Professi I product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List gT " C. Search Criteria Q Refine Search F Code Version 20L4 Product Manufacturer ALL61.1 Application Type Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications F Type Manufacturer Validated By Status FLl 661 w Hurricane Fabric, LLC John Henry Kampmann Jr. Approved FL#: FL17661.1 (941) 922-3854 Model:AstroGuard Description: Fabric Hurricane Protection System Category:Impact Protective Systems Subcategory: Removable FL17661-R1 Editorial Change Hurricane Fabric, LLC John Henry Kampmann Jr. Applied For FL*: FL17661.1 (941) 922-3854 Model:AstroGuard Description: Fabric Hurricane Protection System Category:Impact Protective Systems Subcategory: Removable *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® 19 SCCU7'i METEtICS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0• • •• •• ••• • • • ••• • • httpsJANww.ficridabuilding.org/pr/pr_appjst.aspx 1/1 3/812016 * Florida Building Code Online Ronk Departmentof SCIS Home Log In User Regisbadon Hot Topics i Submit Surcharge i Stats&Facts Publications FBC Staff SCIS Site Map Links I Search Busines Professi I Product Approval J USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail a f. FL# =FL17661-RApplication Type ge Code Version 2014 Application Status Applied For Comments Archived O Product Manufacturer Hurricane Fabric, LLC Address/Phone/Email 1505 Poinsettia dr STE H-3 Delray Beach, FL 33444 (941) 893-7900 scott@hurricanefabric.com Authorized Signature Scott Purcell scott@hurricanefabric.com Technical Representative Scott Purcell Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 (941) 893-7900 scott@hurricanefabric.com Quality Assurance Representative Scott Purcell Address/Phone/Email 1505 Poinsettia Dr Suite H-3 Delray Beach, FL 33444 (561) 742-3756 scott@hurricanefabric.com Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer C Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Enti" ••• • • • • . .,National Accreditation&Managem nt Institute Quality Assurance Contract Enpirablan bale ; ; ; 12/31/2018 • • •• ••• • Validated By •• ••: •• •• ••:• •• •••john Henry Kampmann Jr. U Validation Checklist- Hardcopy Received • ••• ••• • • Certificate of Inde�e� f%7661 Rl COI Index.odfder�e � � � � � � • i • •• •• • • • • • Referenced Standard and Year(o?Standard) Standard Year TAS 201 1994 ••• • • • • ••• • •TAS 202 1994 i i i•i i TAS 203 1994 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr app_o.asp(?param=wGEVXQwtDgvFGYZsjrZFR%2rnkkJS%2fFhn%2fDvDizBOnjugldQrRWXcWXQp/o3d%3d 1/2 3/8!2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/23/2015 Date Validated SummarV of Products Model,Number or Name Description 17661.1 AstroGuard Fabric Hurricane Protection System m of Use Installation Instructions Approved foruse In H Z:Yes FL17661 R1 II Dwg.Ddf Approved for use o ide es Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Res es Created by Independent Third Party: Yes Design Pressu : +60/-60 Evaluation Reports Other. FL17661 R1 AE Eval.Ddf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ®— 5eCtlrl M]EriucS see 00: Ose •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • ••• • • • • *00 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https)/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR%2fhkkJS%2fFhn%2fDvDizBOnjugldQrRWXcWXQg/gad%3d 2/2 T P . . .To ENGINEERING EXPRESS@ PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/17/15 Application Number. FL 17661.1-RO EX Project Number. 15-2452 Product Manufacturer: Hurricane Fabric, LLC. Manufacturer Address: PO Box 50153 Clayton, MD 63105 Product Name&Description: Astro Guard—Wind Abatement System Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2452 titled"Astro Guam—Wind Abatement System", sheets 1-11, by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report s TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202-94 test standards per test report(s)#FTL-10076 by Fenestration Testing Laboratory, Inc. (FTL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201-94&TAS 203-94 test standards per test report(s)#FTL-10076 by Fenestration Testing Laboratory, Inc. (FTL) • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the proibl� oDfnparative and/or rational analysis to qualify the following design criteria: •..• ••.. iQ '��, 1. Maximum Allowable Spans 2. Minimum G1gsg Appar tion 4X ii E g,nee Seal al for 3. Anchor S 11`acing . •• Pages 'I gh- 2 . . . . 9., � �— 4. Anchor Capacity; ;•; •• ,. 000 so No 33%increase in allowable stress has been used in the design of this product. 06. 0:0 :• •:• -0. 00. 0.0 Frau •.. ., • • • • • • esee #PEA �85 . . . . . .. . . 0i0 4 PRD*4:T'gP P.NGI§EERING EXPRESS® Q FAArlt4 Li•DE4NAJDp,1P.E. INC INNOVATION 160 5LU 121t:A'VAtAC.#:•061DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ' r IMWENGINEERING 4/17/2015 EXPRESS" E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2 of 2 Separation from glazing is required for use within essential facilities,ASTM wind zone 4 and the high velocity hurricane zone(HVHZ). Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Documents (the engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for in this products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). .. ... . . . . . .. .. . . . . %: . .. ... .. . . . .. .. ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . .. .. . . . . . A PRODUCT OF ENGINEERING EXPRESS® •A•F;ANw L� SE0NAADO oP.E. INC INNOVATION 160 SIU j2T"-AV-NUIo #106:DEERFIELD BEACH, FL 33442 PMN g! 9* ;J 4-4164 FAX: 954-354-0443 WWW.ENGEXP.COM BROWARD,PALM BEACH BROWARD,PALM BEACH(COAST) MIAMI-DADE MIAMI-DADE(COAST) FLORIDA KEYS(COAST) +, WIND VELOCITY= 170 mph WIND VELOCITY= 170 mph WIND VELOCITY= 175 m WIND VELOCITY= 175 mph WIND VELOCITY= ISO mph EXPOSURE CATEGORY"C" EXPOSURE CATEGORY"D" EXP ORY"C" EXPOSURE CATEGORY"D" EXPOSURE CATEGORY"D" Design ressures es gn Pressures es gn ressures es sign Pressures Design Pressures Mean Mean Mean Mean Mean U d All Tribute Areas All Tribute Areas All Tribute Areas All Tribute Areas All Tribute Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 r. Height - Height _ Height Height Height V) •� 15 ft 37.8 41.4 37.8 50.7 15 ft 45.9 49.7 45.9 -61.4 rOft 40.1 40.1 -533 15 ft 48.6 -52.7 48.6 65.1 15 ft 51.4 -55.8 51.4 -68.8 -0 Q) 16 ft 38.3 -41.5 38.3 -51.3 16 ft 46.3 -50.2 46.3 -62.0 40.6 -44.0 40.6 -54.3 16 ft 49.1 -53.2 49.1 -65.7 16 ft 51.9 -56.3 51.9 -69.5 OLD t 18 ft 39.2 -42.5 39.2 52.5 18 ft 47.2 -51.2 47.2 -63.2 41.5 -45.0 41.5 -55.6 18 ft 50.0 -54.3 50.0 -67.0 18 ft 52.9 -57.4 52.9 -70.8 V W N LO 20 ft 40.1 -43.5 40.1 -53.7 20 ft 48.1 -52.2 48.1 -64.4 42.5 -46.1 42.5 -56.9 20 ft 51.0 -55.3 51.0 -68.2 20 ft 53.9 -58.5 53.9 -72.2 N y;22 ft 40.8 -44.2 40.8 -54.6 22 ft 48.8 -52.9 48.8 -65.3 43.2 -46.9 43.2 -57.9 22 ft 51.7 -56.1 51.7 -69.2 22ft 54.7 -59.3 54.7 -73.3Z 24 ft 41.5 -45.0 41.5 55.6 24ft 49.5 -53.7 49.5 -66.3 44.0 -47.7 44.0 -58.9 24 ft 52.5 -56.9 52.5 -70.3 24 ft 55.5 -60.2 55.5 -74.3 Q Z l.- 26 a ft 42.2 -45.8 42.2 -56.5 26 ft 50.2 -54.5 50.2 -67.2 26 ft 44.7 -48.5 44.7 -59.9 26 ft 53.2 -57.7 53.2 -71.3 26 ft 56.3 -61.1 56.3 -75.4 •� 28 ft 42.9 •460 • .9 -57.5 28 ft 50.9 -55.3 50.9 -68.2 28 ft 45.5 -49.3 45.5 -60.9 28 ft 54.0 -58.5 54.0 -72.3 2811 57.1 -61.9 57.1 -76.5 •90fi 43.6 41". 043.6 -56.4 • 30 ft 51.6 -56.0 51.6 -69.2 30 ft 46.2 -50.2 46.2 -61.9 30 ft 54.7 -59.4 54. -73.3 30 ft 57.9 -62.8 57.9 77.5 W r o 35 ft 45.0 8.8 46.0 -6 Z 35 ft 53.0 -57.5 53.0 -70.9 35 ft 47.7 -51.7 47.7 -63.8 35 ft 56.1 -60.9 56.1 -75.2 35 ft 59.4 -64.4 59.4 -79.5 Z U • • 46.3 -l0.2 .3 0 40 ft 54.3 -58.9 54.3 -72.7 40 ft 49.1 -53.2 49.1 65.7 40 ft 57.6 -62.4 57.6 77.1 40 ft 60.9 -66.1 60.9 81.5 'ti SAS ft 47.4 -514 47.4 5• • 45 ft 55.4 -60.1 55.4 -74.2 45 ft 50.2 -54.5 50.2 67.3 45 ft 58.7 -63.7 58.7 78.7 45 ft 62.1 -67.4 62.1 83.2 Z Z -< m • 45E R• 48.5 -516 8.5 -65.0 50 ft 56.5 -61.3 56.5 -75.7 50 ft 51.4 -55.8 51.4 -68.9 50 ft 59.9 -65.0 59.9 -80.2 50 ft 63.4 -68.8 63.4 -84.9 M a9 • �6 it• 49.4 - 49.4 -66.2 • 55 ft 57.4 -62.3 57.4 -76.9 55 ft 52.4 -56.8 52.4 -70.1 55 ft 60.9 -66.0 60.9 -81.5 55 ft 64.4 -69.8 64.4 -86.2 W �� W •6Ajt• 50.3 -53.2 50.3 • 60 ft 58.3 -63.3 58.3 -78.1 60 ft 53.3 -57.8 53.3 -71.4 60 ft 61.8 -67.0 61.8 -82.8 60 ft 65.4 -70.9 65.4 -87.6 [7 �0,G4 U • 70 52.1 •566 262.1 $�� •• 70 ft 59.7 -64.7 59.7 -100.1 70 ft 55.2 -59.9 55.2 -92.6 70 ft 63.2 -68.6 63.2 -106.1 70 ft 66.9 -72.6 66.9 -112.2 • 53.9 -58.4 53.9 -96.110 80 ft 61.4 -66.6 61.4 -103.1 80 ft 57.1 -61.9 57.1 -95.8 80 ft 65.1 -70.6 65.1 -109.3 80 ft 68.9 -74.7 68.9 -115.6 o • 0 55.2 5 .9 55.2 -SPA • 90 ft 62.3 -67.6 62.3 -104.6 90 ft 58.5 -63.5 58.5 -98.2 90 ft 66.1 -71.7 66.1 -110.8 90 ft 69.9 -75.8 69.9 -117.3 00 U2� 100 ft 51.3 -51!3• 51.3 9J4 Q• • 100 ft 55.6 -58.3 55.6 -106.8 100 ft 54.4 -54.4 54.4 -99.8 100 ft 58.9 -61.8 58.9 -113.2 100 ft 62.3 -65.3 62.3 -119.8 110 ft 52.4 4 t?* 52.4 e86.0• 110 ft 56.4 -59.3 56.4 -108.7 110 ft 55.5 -55.5 55.5 -101.7 110 ft 59.8 -62.8 59.8 -115.2 110 ft 63.2 -66.5 63.2 -121.9 2 53.4 •-53!4 53.4 -W. 120 ft 57.3 -60.3 57.3 -110.6 120 ft 56.6 -56.6 56.6 -103.7 120 ft 60.7 -63.9 60.7 -117.2 120 ft 64.2 -67.6 64.2 -124.0 W 130 ft 54.4 -6,6.,6 54.4 -99.7 130 ft 57.9 -61.1 57.9 -112.1 130 ft 57.6 -57.6 57.6 -105.7 130 ft 61.4 -64.8 61.4 -118.8 130 ft 64.9 -68.5 64.9 -125.6 140 ft 55.4 -55.4 55.4 -101.6 140 ft 58.6 -61.9158.6 -113.6 140 ft 58.7 -58.7 58.7 -107.7 140 ft 62.1 -65.6 62.1 -120.3 140 ft 65.7 -69.4 65.7 -127.3 0 150 ft 56.0 -56.0 56.0 -102.7 150 ft 59.1 -62.6159.11 -114.7 150 ft 59.4 -59.4 59.4 -108.9 150 ft 62.7 -66.3 62.7 -121.5 150 ft 66.3 -70.1 66.3 -128.6 0 160 ft 56.6 -56.6 56.6 -103.8 160 ft 59.6 -63.2 59.6 -115.8 160 ft 60.0 -60.0 60.0 -110.0 160 ft 63.2 -66.9 63.2 -122.7 160 ft 66.9 -70.8 66.9 -129.8 0 � 170 ft 57.5 -57.5 57.5 -105.3 170 ft 60.1 -63.8 60.1 -116.9 170 ft 60.9 -60.9 60.9 -111.6 170 ft 63.7 -67.6 63.7 -123.9 170 ft 67.4 -71.5 67.4 -131.1 Z 3 O 180 ft 58.3 -58.3 58.3 -106.8 180 ft 60.7 -64.4 60.7 -118.0 180 ft 61.8 -61.8 61.8 -113.2 180 ft 64.3 -68.2 64.3 -125.1 180 ft 68.0 -72.2 68.0 -132.3 Q O 190 ft 58.9 -58.9 58.9 -108.0 190 ft 61.2 -65.0 61.2 -119.2 190 ft 62.4 -62.4 62.4 -114.4 190 ft 64.8 -68.9 64.8 -126.3 190 ft 68.6 -72.9 68.6 -133.6 J r 0 g 200 ft 59.5 -59.5 59.5 -109.1 200 ft 61.7 -65.6 61.7 -120.3 200 ft 63.0 -63.0 63.0 -115.6 200 ft 65.3 -69.5 65.3 -127.5 200 ft 69.1 -73.6 69.1 -134.8 r rpA LL 0 220 ft 60.6 -60.6 60.6 -111.2 220 ft 62.6 -66.7 62.6 -122.4 220 ft 64.3 -64.3 64.3 -117.8 220 ft 66.4 -70.7 66.4 -129.7 220 ft 70.2 -74.8 70.2 -137.2 m W Q Q 240 ft 61.8 -61.8 61.8 -113.3 240 ft 63.6 j-69.7 .9 63.6 -124.5 240 ft 65.5 -65.5 65.5 -120.0 240 ft 67.4 -71.9 67.4 -131.9 240 ft 71.3 -76.1 71.3 -139.5 a V _O In 260 ft 62.8 -62.8 62.8 -115.2 260 ft 64.4 .9 64.4 -126.3 260 ft 66.6 -66.6 66.6 -122.1 260 ft 68.2 -73.0 68.2 -133.8 260 ft 72.2 -77.2172.2 -141.5 Q Z W 280 ft 63.8 -63.8 63.8 -117.0 280 ft 65.1 65.1 -127.8 280 ft 67.6 -67.6 67.6 -124.0 280 ft 68.9 -73.8 68.9 -135.4 280 ft 72.9 -78.1 72.9 -143.2 0 Z 300 ft 64.8 -64.8 64.8 -1188 300 ft 65.7 .5 65.7 -129.2 300 ft 68.7 -68.7 68.7 -125.9 300 ft 69.7 -74.7 69.7 -137.0 300 ft 73.7 -79.0 73.7 -144.9 0 Z a J 0 INSTRUCTIONS FOR TABLE USE: GENERAL NOTES: PEAK ROOF IL W O 1. TABLES ARE INTENTED TO DEPICT THE'WORST CASE"PRESSURES."WORST CASE'IS 1. THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING.THESE TABLES ARE ONLY HEIGHT C] U DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED&RAISED SEALED BY YIPING WANG,P.E. MEAN ROOF O USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. HEIGHT r 2. FOR SITUATIONS THAT REQUIRE KCI-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER O FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING EAVE ROOF 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 80'MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE I ( HEIGHT 4. TABLES VALID FOR ALL ROOF SLOPES.REDUCTION FOR ROOF SLOPE LESS THAN 10' 3VALUE USE IS RED HEREIN. .THIS SPECIFICA TION TION IIS NOT INTENDED TO OFFER ANY PRODUCT APPROVED ® AN SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. CERTIFICATION.REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER ELEVATION ® ® \ y •. S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT.IF THE MEAN ROOF HEIGHT APPROVALS FOR DESIGN&INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE "� CANNOT BE IDENTIFIED,USE PEAK ROOF HEIGHT. a •• . • • B. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE VALUES WHICH IS TO BE VERIFIED 8Y OTHERS IN ACCORDANCE WITH GOVERNING CODES. \ 4. DESIGN IS BASED O THE 3 SECOND GUST(WIND VELOCITY) FOR A RISK CATEGORY II \ ELOkIDA REGISTRATION i ASSUMPTION. (GENERAL RESIDENTIAL&COMMERCIAL CONSTRUCTION FOR A RISK CATEGORY III SEPARATE WAIL ZONE FIGURES a a �. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT'WIDTH OR TABLE WITH 188 MPH WILL BE USED.THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR YIPIN% NG, P.E.*. THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS = (�`�JjU 55983 ASSEMBLY OCCUPANCIES. 6gA.N. 28677 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT%) .USE THE AREA BETWEEN STRUCTURAL TOPOGRAPHIC FACTOR Krt=1.0 FOR FLAT TERRAIN USE ONLY.THESE TABLES NOT VALID FOR a=10%OF LEAST HORIZONTAL DIMENSION CR 40% 10 UJ_ AREA OF AN OPENING CANNOT IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-p,18) ENCLOSED BUILDING ONLY. OF MEAN ROOF HEIGHT,WHICHEVER ISSMALLER, BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR VERIFY USE OF Kd=0.85(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. - LA1tGER TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. BUT NOT LESS THAN 4%OF LEAST HORIZONTAL 6. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR(ZONE 5) PER 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. DIMENSION OR 3FT. -1,1' THE FIGURE OR INFORMATION BY OTHERS.ANY QUESTIONABLE OPENING IS TO BE 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. USE ZONE 5 IF ALL IN QUESTION.CONSUN AN ` CONSIDERED THE MORE CRITICAL(EXTERIOR ZONE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS ENGINEER FOR AMORE SPECIFIC INTERPI EM N, F 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE COCCAL OR AFFIRMATIONS ARE INTENDED. IF REQUIRED. ' -•, - 8.DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. > .• \ MUNICIPALITY IN ACCORDANCE WITH CODE ///1111111��\ MIC1mm Presco South Construction,Inc. . 6625 Miami Lakes Drive Suite 419 ^ Miami~ ^Lakes, Florida~~~^' Office:786-660-2660 CGC-1515514 PROJECT: Mei-Lin Alcpcer 9510NW1AVE Miami Shores, FL 33150-1702 FoDo# 11-]1O1-O24-D2GO JUN 14 2016 °°~°° ° °°°°°° ° °° °°°°° ° �� °°° °°�°°° ~~~' ° ° ° ° French Door ° °°°° ° ° Horizontal Window °°°°°° ° ° °° �one4(+4O.1/-43.S) °°°°°° ° ° Single N�u�15-n�D�.z� �oneS�+4O'1/-53'�� °°°° NOu#14-0415.U5 Zone 4(+4O1/-435) NOA# 15-0406.1 Horizontal Window M78qft 72"x 80" F70 -q-- t (7qx 39 Egress Horizontal Window NO INSTALL Horizontal Window NOA#1+0415.05 Mean Roof Height 15 FT NOA#14-0415.05 Egress rAAAA p-JOE776--J 10 re S p4=9 (vE re S 190"x 84 ^~ AstnoGuard FabrIc Zone 5(+4O1/-53.7) Horizontal Window U � �ne4�+4O.1/-43.�� ' Horizontal Window J0[A#14-0415-05 French Door ! Zone S(+4O.1/-S3.7) Zone 4(+4O1/-43.5) moA#z+-mas.05 moA#zs-06n3.13 ' i • f I _ •. • • • "Wail• Ila 1,4 B JW OVA 17 IFT7. 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PAPPe♦•iePPePeeelel♦lelPlPi�e oto ►Penes sloesoeeooeoeoo+Pooeweo. ieo( suss oPos♦opo♦ose000PelPeee. ♦Pi ►esi♦ oe♦eioPolAoowseoP♦oeA. once .o,�•�wo .��i�eoiei�ioisi�i�i�i�i�iey�i�i�i�i�i�,r o•��iw�, �'�'�'�'+ •lPwllePePPPIeIPIwlw'•' rrs�v �weis iiieeoileolPeeeoollee♦ none( i°�eoP��.�ie�iiei°�eiee'►�eieselee°Pee°PePeiei°eei°int`..o°ioiei'n ��i!'i+iii!Qs!ani+w�w�s'oi!w�w�i!w�w�i�w4i�w*�!i�w�s�i�w,i�i!•�i�i!i�i�i�i�i . ■1 r � r w • • r , r r • • r • r • • s • • r r • r • r • • r • r • • w BE MINIMUM GLAZING SEPARATION FROM GLASS �: NSF•••. 1/4"MAX TO EXISTING INCLUDING INSTALLATION SLACK �� •: POSITIVE DESIGN LOAD(PSF) ' 00 SCREEN EDGE /HOST SPAN ` w�STRUCTURE +60 PSF +50 PSF +40 PSF +30 PSF E4'-0" 6.88" 50" ! 55 MBED. ' " 109.88" 9.00" SCHEDULE 8'-0p 15.75" 14.88" 14.00" 12.75" •• ,�Q,••• 10'-0" 20.88' 19.75" j 18.38" 16.88" Ty 12'-0" 26.38" 24.88" 23.13" 21.13" T 14'-0" 32.13" 30.38" 28.25' 25.75" � Will ANCHOR PER Y rrnn ANCHOR 14'-8" 34.13" 32.38" 32.38" 32.38" W VJ U.� V �z SCHEDULE 1/4"MAX TO 161-0" 38.25' 36.88" 36.88" ; 36.88' W z a a 8 - w Tx (8) #8x1/2"PH SMS SCREEN EDGE 17'-0" 41.38" 39.00" 36.88" 36.88" _ W .' nl rh Q@Q - U 18'-2" 45.13" 42.50" 39.50" 36.88" U a L m o Z o a Tx NOTES: Z „ W 1. SEPARATION FROM GLAZING IS REQUIRED FOR L 1,� 0 l t.. ALL INSTALLATIONS WITHIN THE HIGH W LLLLLL�� W o b j� (8) #8x1/2"PH SMS VELOCITY HURRICANE ZONE,WIND ZONE 4 AND � ^3?� j EXISTING /(9 ESSENTIAL FACILITIES. N Way+ Y HOST j� 2. SEPARATION IS NOT REQUIRED FROM ANY 0 W STRUCTURE FENESTRATION PRODUCT THAT DOES NOT SCREEN CONTAIN GLAZING. a 3. SEPARATION FROM GLAZING IS NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF WIND ZONE 4 SCREEN AND ESSENTIAL FACILITIES. m 4. INTERPOLATION OF THIS TABLE IS NOT PERMITTED. UTILIZE NEXT HIGHEST V LL SEPARATION FROM GLAZING VALUE IF NEEDED. 0 cn_ WALL MOUNT CONDITION 2 INTERIOR MOUNT CONDITION U 8 2OAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM � N.T.S.. . SECTION VIEW 2 N.T.S. SECTION VIEW Tx=PARALLEL LOADS(PL F) a v1 o(mi O SPAN ` DESIGN PRESSURE(+/-PS Q G =W a 60 50 40 j 30 LL U z 5 £ 4'-0 235.4 208.5 179.6 148.3 W O N 6'-0" 308.5 273.2 235.4 194.3 " '� 8'-0" 373.7 330.9 285.2 j 235.4 z Q 1.596 " 4.450" -1.478" 0.188" 10'-0" 433.6 384.0 330.9 273.2 O g = 0 0 00.125 a z 0.281" 12'-0" 489.7 433.6 373.7 308.5 tn p p 00.406" 14'-0" 542.7 480.b i 414.1 ± 341.9 R w 0.486" Q® 00.406' 0� " 14'-8" 559.8 495.7 427.2 352.6 ' 00.465" a ®e o 0 0 .000T 17'-0- a 617.7 547:0 j, 471.4 389.1 o 0 0 18'-2" 1 645.6 571.7 { 492.7 j 406.7 0 of a o o O [V 0.803" � �® _ LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEMN"' "' Ty=PERPENDICULAR LOAW(PLF) 0 050" 00.442" 180" 4.250" SPAN 60 DESIGN 50RESSURE40+ -PSF 30` Q a-. 0.100 4'-0" 120.0 100.0 80.0 60.0 TYP 0.100" W-0" 180.0 150.0 120.0 90.0 TYP. 8'-0" 240.0 200.0 160.0 120.0 0.350" 10'-0" 300.0 250.0 200.0 150.0 ® 12'-0" 360.0 300. 240.0 180.0 =*" °s14'-0" 420.0 350.0 280.0 210.0 f N 00.7061: . • • v 14'-8" 440.0 366.7 293.3 1 220.0 16'-0" 480.0 400.0 320.0 240.0 0.500" • • • • • 17'-0" 510.0 425.0 340.0 255.0 I ` •• ••• •• • 0.063"TYP. 18'-Z" 545.0 454.2 363.3 272.5 15-2452 . . . . . . . . . . •• • • • • • • •• • • 0.063"TYP. 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r - • 11 • ! r « r r • r r • • • ! e= r r • r• • •. 11 r.. 11 ■ il'..rDESCRIPTION • 4 1`—� •e .-. ;GE DISTANCE !IrlMIN :PSI ; 0911 °; ' ' DROP-INS CONCRETEMIN DROP-INSUTILIZE(2) EMBED,2.88"SPACING,5-114"EDGE DISTANCE TO err PSI MIN CONCRETE 1 1J4" MAX TO 1/4"MAX TO SCREEN �j1r�'•• `,�� SCREEN EDGE SCREEN EDGE EXTRUSION 2 EXTRUSION 2 • /� 5 EMBED. 548" ' ,548" EMBED. w EXTRUSION 1OF EMBED. 1/4" MAX TO 04 'Zi �� Q 0 • �� SCREEN EDGE ANCHOR ANCHOR •., .l /2„ i PER PER '+�+ ��z ANCHOR ANCHOR 00, �► ANCHOR PER SCHEDULEIT Ty CHEDUL-- w Ty , � Z' ,a ANCHORLl::::--ITX Z U� � a SCHEDULE Ty z v 1/4-20 STUD W/ Q w ¢ 1/4-20 STUD W/ `� #14 SDS AT WASHERED +�+m t� WASHERED WINGNUT 12”O.C. MAX ZN pAT 10"O.C. p Tx WINGNUT AT W W ,i 1/4-20 STUD W/ /w /w 10 D.C. m /p WASHERED WINGNUT EXISTING 10, EXISTING /o " " N 3 Y /w AT 10"O.0 HOST �w HOST /w 2X2 0 °'. EXISTING /a STRUCTURE STRUCTURE/ oe BUILDOUTw -• HOST �w (8) #8x1/2"PH SMS TUBE (8) #8x1/2"PH SMS �-�p STRUCTURE a (8) #8x1/2"PH SMS SCREEN SCREEN ti co SCREEN J LL fl oC U 0 t; ALTERNATE ATTACHMENT ALTERNATE ATTACHMENT m C=n) M o 2 EXTRUSION 2 MOUNT 3 BUILD OUT TUBE MOUNT n�lb D ALTERNATE ATTACHMENT 5 N.T.S. SECTION VIEW UL 5 N.T.S. SECTION VIEW tL g g 8 00-5, 1 EXTRUSION 1 MOUNT z CA y � ; <z 5 N.T.S. SECTION VIEW 1.558" � E; _ 00 oL � B 0.043" _ u 0.656" M 1.188" � N 0.185" -- - � F0.185" }--}0.374" 2 F TRACK 1" T-CLIP . . N.T.S. 6063-T6 ALUM 4 N.T.S. 6063-T6 ALUM c -r— Si 1 1/4" O Sf O c a N G 0.1501, �2"00 � " 0.1�" ... . . . . . .. _ • •• • • ••• • 0.185" 0 00. . . . . • . a Ln rn 1� 2.188" N 3" • • 1/8" N 15-2452 • •• •• • • ••• ••• ` rt PAGE DESCRIPTION• •• • • • 1 BUILD OUT F TRACK N.T.S. ; ;,g06j-T6;ALUV� 2"X2►► BUILDOUT TUBE Z" T-CLIP . . . • • • • . . . "' ' ' • ••• • • 3 � N.T.S. 6063-T6 ALUM9 N.T.S. 6063-T6 ALUM L. ANCHOR NOTES : ° ' 1/4 ITW SAMMY SSC ANGHORSCHEDULE-INTERIOR MOUNT CONDITION IN.O.0. • •''•SOD, 3295 PS!MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLOCK /7�� 5 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 2. PRESSURES LISTED IN ANCHOR SPACING SCHEDULES REPRESENT BOTH POSITIVE AND 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 5o PSF 40 PSF 30 PSF 60 PSF ' 50 PSF 40 PSF 30 PSF + NEGATIVE PRESSURES. 4'-0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 i 10.0 10.0 10.0 10.0 10.0 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. T-0° 10.0 10.0 i 10.0 10.0 8.2 9.4 10.0 10.0 10.0 10.0 10.0 t0.0 TA OF • cad 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD gam" 10.0 10.0 1 10.0 I 10.0 6.:5=7.5 ' 9.0 j 10.0 8.8 ! 10.0 i 10.0 10.0 Q� , �0 1'6► •' FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE 10.0" 10.0 10.0 10.0 1a_o 5.4 6.3 ! 7.5 J 9.4 7.2 ! 8.5 10.0 ! 10.0 ice, ti� DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1x40" 10.0 10.0 i 10.0 10.0 4.6 5.4 ; 6.5 ? 8.2 6.1 7.2 8.8 I 10.0 S. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY. 14'-o° 10.0 10.0 10.0 4 10.0 4.1 a.7 ! 5.7 j 7.2 5.3 6.3 7.6 9.9 1 jjjj��,, §10 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT 14'-8" 9.6 10.0 10.0 I' 10.0 4.6 5.5 6.9 5.1 6.0 7.3 9.5 f:!' Z gyp, U A AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK,AND OTHER WALL FINISHES. Wry� X 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES 18'-0° 8.9 10.0 10.o I 10.0 4.2 i 5.1 6.5 4.T 5s s.e ? a.8 Z w U W MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED 1r-o 8.4 9.9 1 10.0 10.0 4.0 ? 4.9 6.2 4.a 5.3 8.4 8.3 rA Y. Q LL (9 s IN SPAN SCHEDULE SHALL APPLY. 18'-2° 7.9 9.3 10.0 1 10.0 4.6 5.8 4.2 4.9 ! 6.1 7.8 U o `Z 8, ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL W t' 41 3 tl EXISTING BLOCK SHALL BE ASTM C-90 MIN. W W m 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD 1/4"ITW SAMMY SSC ANCHOR SCHEDULE-WALL MOUNT CONDITION .O.C. VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD, 3295 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLOCK o W 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF THREADS IN BASE ANCHOR SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 0 AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(°SIDEWALK BOLT")U.N.O. 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. a 12. EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: a'-W 10.0 10.0 10.0 10.0 9.7 8.2 } 1.7 10.0 1d.o 9.4 10.0 10.0 12.1.1/4" ITW SAMMY SSC e'-o° to.o 10.0 I 10.o to.o 7.2 8.2 9.7 10.0 6.3 9.4 10.0 10.0 12.1.1. 2-1/4"EMBEDMENT AND 2-1/2" EDGE DISTANCE TO CONCRETE 8'-0" 10.0 10.0 10.0 10.0 5.8 s.7 7.9 ! 9.7 6.8 I 7.7 9.0 10.0 to to 12.1.2. 1-1/4"EMBEDMENT AND 2-1/2'EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 10'-0° 10.0 10.d to.0 10.0 4.9 5.6 8.7 8.2 5.8 &a 7.7 9.4 12.1.3. 2-11r EMBEDMENT AND 2-1/2" EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK 1x-0" 10.0 10.0 10.0 10.0 4.3 4.9 5.8 ; 7.2 5.1 5.6 6.8 8.3 ,LL L 12.2.1/4" ELCO PANELMATE (MALE OR FEMALE) 14'-0" 9.0 10.0 10.0 10.o a.a s2 I B.a a.6 5.2 6:1 7.a J 12.2.1. 1-3/4" EMBEDMENT AND 2-1/2" EDGE DISTANCE TO CONCRETE 14'-8" 8.7 10.0 10.0 10.o a.2 5.0 5.2 4.4 5.0 5.9 7.2 Jlot 4.7 5.8 4.1 4.7 5.5 6.8 12.2.2. 1-1/4"EMBEDMENT AND 3"EDGE DISTANCE TO HOLLOW AND GROUT-FILLED 17- 7 8 9.0 10.0 0.0 1o.0 4.5 ? 5.6 a.5 5.3 ! 8.5 (j= Q �{ CONCRETE BLOCK w �j n n 18'-2" 7.4 8.5 10.0 I 10.0 4.3 5.3 4.3 ! 5.1 6.2 � I U 12.2.3. 1-7/8 EMBEDMENT AND 3/4 EDGE DISTANCE TO WOOD V cq 12.3.1/4" POWERS HOLLOW-SET DROPIN IY� a 0 2.3.1. 7/r EMBEDMENT AND 3-1/2"EDGE DISTANCE TO CONCRETE AND HOLLOW AND Q 1 .4.1/4- ELCO PANELMATE INSERT 114"ELCO PANELMATE LE OR FEMALE ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION .O:C. L u o l N 12.4.1. 1-5/8 EMBEDMENT-AND 4 EDGE DISTANCE TO CONCRETE HOLLOW AND GROUT-FILLED CONCRETE 12.4.2. 1-1/4"EMBEDMENT AND 3-1/2"EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 3323 PSI ON CONCRETE BLOCK G=0.55 MIN.WOOD Z z } _ z 12.4.3. 1-1/2"EMBEDMENT AND 3-1/2"EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 0 T co ZE 12. LPO SOL - 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF ; 40 PSF 1 30 PSF 60 PSF 50 PSF 140 PSF 30 PSF U., 12.5.1. 718"EMBEDMENT AND 3" EDGE DISTANCE TO CONCRETE AND HOLLOW AND 4'-0 10.0 10.0 10.0 I 10.0 8.9 j 10.0 1 10.0 10.0 10.0 1 10.0 10.0 10.0 o S GROUT-FILLED CONCRETE BLOCK W-W 10.0 10.0 10.0 10.0 6.5 j 7.5 8.9 10.0 10.0 10.0 10.0 10.0 •�-s 12.6.1/4" POWERS STEEL DROPINg_o Sao 1ao 10:0 10.0 5.2 s.o 7.2 a 8.9 6.6 10.0 10.0 10.0 12.6.1. 1" EMBEDMENT AND 3-1/2"EDGE DISTANCE TO CONCRETE 101-0" 10.0 10.0 10.0 10.0 4.4 5.1 6.0 7.5 7.1 8.3 10.0 10.0 12.7.3/8" POWERS STEEL DROPIN 1x-a° 10.0 10.0 10:0 1o.a a.4 52 6.5 6.0 7.1 6.0 10.0 = 12.7.1. 1-9/16"EMBEDMENT AND 5-1/4"EDGE DISTANCE TO CONCRETE 14'-0" 7.7 9.0 ? 10.0 10.0 4.6 5.8 5.3 6.2 7.5 9.6 12.8.1/4" POWERS POWER-STUD(STAINLESS STEEL) 14'46' 7.4 8.7 10.0 10.0 4.6 5.6 5.0 5.9 7.2 ° 9.2 12.8.1. 2"EMBEDMENT AND 3"EDGE DISTANCE TO CONRETE 16'-o 6.9 8.1 1 9.7 10.0 4.2 5.2 4.7 5.5 6.7 8.6 " CMQGIIMGAR n 8.1 12..8.2 EMBEDMENT 5-1/4-EDGE DISTANCE TD-GROUT-FILLED CONCRETE BLOCK 1r-o-- &6 7.7 9.2 10.0 s.d 4,4 5 2 ? �0 I 7.T 12.9.1/4" ELCO PANELMATE WAS 18 z 6.2 7.2 ( 8.7 10.0 ✓ 4.7 4.2 4.8 12.9.1. 2" EMBEDMENT AND 2-1/2" EDGE DISTANCE TO CONCRETE 12.9.2. 1-1/4" EMBEDMENT AND 3" EDGE DISTANCE TO HOLLOW AND GROUT-FILLED CONCRETE BLOCK 12.9.3. 1-7/8" EMBEDMENT AND 3/4" EDGE DISTANCE TO WOOD va°ELCO PANELMATE MALE OR FEMALE ANCHOR SCHEDULE-WALL MOUNT CONDITION IN.O.C. 12.10. 1/4" ELCO PANELMATE FEMALE ID 3323 PSI MIN CONCRETE HOLLOW AND GRBLOCKLLED CONCRETE G=0.55 MIN.WOOD p¢5i 12.10.1. 1-3/4° EMBEDMENT AND 2-1/2" EDGE DISTANCE TO CONCRETE BLOCK 12.10.2. 1-1/4"EMBEDMENT AND 3" EDGE DISTANCE TO HOLLOW AND GROUT-FILLED SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE CONCRETE BLOCK 6o PSF 50 PSF s 40 PSF 30 PSF 60 PSF I 50 PSF 40 PSF 30 PSf 60 PSF 50 PSF I 40 PSF 30 PSF 12.10.3. 1-7/8"EMBEDMENT AND 3/48 EDrAsDI6TANCr1 TO WOOD• 4'-0 10.0 10.0 ; 10.0 ; 10:0 8.7 9.9 10.0 10.0 10.0 10.0 10.0 10.0 gig • • • • • • • • • 8'0 10.0 10.0 10.0 j 10.0 6.4 j 7.3 8.7 10A 8.9 10.0 10.0 10.0 • •• • • • • ••• • • • • • • • • • • 8'-0° ! 10.0 10.0 10.0 4d.0 5.1 i 5.9 7.0 I 8.7 T.2 8:3 9.7 10.0 •• ••• •• • • • •• 10'-0" 9.4 10.0 10.0 10.0 4.3 5.0 5.9 7.3 6.1 7.0 8.3 10.0 a 1x-0" 8.2 9.4 10.0 10.0 4.3 5.1 6.4 5.3 6.1 7.2 8.9 14'0 7.3 8.3 9.9 10.0 4.6 I 5.7 4.8 5.5 ••• •i• •i• ••• ••• ••• 144 7.0 8.1 9.5 10.0 4.4 5.5 4.6 ' 5.3 1 6.2 j 7.7 15-2452 • • • 9 5.8 7.2 • • . 4. • • • • • 4.3 •• • • • • • • •• • • 16'-0" 6.6 7.5 8.9 10.0 4.1 5.1 RFs _ • •• •• • • • • • a.9 4.1 4.7 5.6 6.9 •• • • • •• • 1r-0" 6.3 7.2 8.5 10.0 PAGE pBgCpIpTIONs 18'-2" 6.0 6.8 8.1 ! 10.0 / 4.7 4.5 5.3 6.8 • •• •• • • • •• •• ••• • • • ••• • • L.NNI0,P.E. 1/4"ELCO PANELMATE INSERT ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION ON.O.C. 1/4"POWERS HOLLOW-SET DROPIN ANCHOR SCHEDULE •• dQ INTERIOR MOUNT CONDITION ON.O.C.) 2740 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLACK ••• �� 7'�ZS 4Q00 PSI MIN CONCRETE 'HOLLOW AND GROUT-FILLED CONCRETE SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE BLOCK 60 PSF 50 PSF 40 PSF ! 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 1, 50 PSF 40 PSF 30 PSF ! SPAN DESIGN PRESSURE DESIGN PRESSURE 4'-0" 10.0 10.0 10.0 10.0 10.0 r 10.0 10.0 10.0 10.0 10.0 10.0 10.0 ' 60 PSF 60 PSF i 40 PSF j 30 PSF ' 60 PSF 50 PSF 40 PSF 30 PSF 6 0 10,0 10.0 10.0 10.0 9.7 10.0 10.0 10.0 10.0 90.0 10.0 10.0 e} ++ 1��.+�'a OF 4'-0" 10.0 10.0 10.0 10.0 5.2 .5 6.8 8.3 8'-0" 10.0 1 10.0 10.0 10.0 7.8 9.0 10.0 10.0 7.9 9.2 10.0 10.0 �•�+ 6'-0" 9.6 10.0 i 10.0 10.0 4.5 5.2 6.3 90'-0" 8.6 10.0 10.0 10.0 6.5 7.5 9.0 10.0 6.6 7.7 9.2 10.0 ' Q 4.3 i 5.2 12'-0" 7.3 j 8.6 10.0 10.0 5.6 6.5 7.8 9.7 5.7 6.6 7.9 10.0 ' •\��E 8'-0 i 7.7 8.9 j 10.0 10.0 ' � � 10'0" 6.5 7.5 6.8 10.0 4.5 14'-0" 6.4 7.5 9.2 10.0 i 5.0 5.7 6.8 8.6 5.1 5.9 7.0 ; 8.8 `� 12'-0" 5.7 6.5 7.7 j 0.9. 14'8" 6.1 7.2 8.8 10.0 4.8 5.5 6.6 8.3 4.9 5.6 6.8 p 8.6 U 14'-0 ; 5.1 5.8 6.9 j 8.5 / 16'-6' j 5.7 6.7 8.1 j 10.0 4.4 5.2 62 7.8 4.5 5.3 8.3 1 7.8 W="X ni tu 14'-8" ; 4.9 5.6 6.7 8.3 1T-0" 5.4 6.3 7.7 10.0 ' 4.2 4.9 5.9 7.4 4.3 5.0 8.0 7.6i- z Q U LL6 u n 18'-2" 5.1 j 6.0 7.3 9.4 4.6 5.6 7.0 4.1 4.7 5.7 7.2 19 16'd" 4.6 5.3 6.2 7.7 zeal w 1T40" 4.4 5.0 5.9 7.4 18'-2" j 4.1 4.8 5.7 i 7.0 w N V4"ELCO PANELMATE INSERT ANCHOR SCHEDULE-WALL MOUNT CONDITION N.O.C. W 9 iri U m 2700 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLOCK N yy x 1/4"POWERS HOLLOW-SET DROPIN ANCHOR SCHEDULE SPAN DESIGN PRESSURE DESIGN PRESSURE j DESIGN PRESSURE 0 IL S WALL MOUNT CONDITION(IN.O.C.) 1 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40P F 30 PSF 60 PSF j 50 PSF 40 PSF 1 30 PSF to W k 4000 PSI MIN CONCRETE HOLLOW AND GROUT-FILLED CONCRETE 4.p^ 1 .0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 1 10.0 10.0 10.0 ri a SPAN j BLOCK 8'-0 i 10.0 10.0 10.0 10.0 9.2 10.0 10.0 10.0 9.3 i 10.0 10.0 j 10.0 DESIGN PRESSURE DESIGN PRESSURE T.0 i 8.3 8.4 10.0 10.0 7.4 j 8.5 10.0 10.0 7.6 8.6 10.0 10.0 60 PSF 50 PSF 40 PSF i 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 10Y-T 7.1 8.1 9.4 9 90.0 6.2 j 7.a 8.5 10.0 6.3 7.2 8:8 10.0 co 4'-0" 1 10.0 10.0 y 10.0 10.0 8.3 9.7 10.0 { 10.0 12'-6' 6.2 7.1 8.3 10.0 5.4 ' 6.2 7.4 9.2 5.5 6.3 7.5 9.3 6'-d" 8.2 10.0 10.0 10.0 5.7 6.8 8.3 10.0 14'-0 6.6 6.3 7.4 9.1 4.8 5.5 6.6 6.2 4.9 5.6 6.6 8.3 U L 8'-0 8.4 9.7 10.0 10.0 4.4 5.2 6.4 8.3 B.1 7 2 g,g 4.6 i 5.3 6.3 7.9 4.7 5.4 6.4 1 8.0 J 10'-0 7.0 8.1 9.7 10.0 4.3 5.2 6.8 16'-0 5.1 5.8 6.8 8.3 4.3 1 5.0 5.9 7.4 4.4 5.1 8.0 7.5 J .9 12'-0" 6.0 7.0 8.4 10.0 4.4 5.7 1 4.8 5.5 6.5 T.8 4.1 4.8 5.7 7.1 4.2 4.8 5.7 7.1 •,e1 o 14'-(" 5.3 6.2 7.4 9.3 5.0 18'2" 4.6 5.3 6.2 1 7.6 4.5 5.4 6.7 4.6 5.4 6.8 V = p 14'-8" 5.1 5.9 7.1 8.0 4.8 16'0 4.8 6.5 6.6 8.4 4.4 t Ci Ou; ? a 17'- 4.5 5.3 6.3 8.0 4.2 2 0 98'-2" 4.3 5.0 6.0 j 7.6 LLg 1 u .4 318"POWERS STEEL DROPIN ANCHOR SCHEDULE LLJ m O F- 0 114"POWERS STEEL DROPIN ANCHOR SCHEDULE INTERIOR MOUNT CONDITION(IN.O.C.) Z I11 '. INTERIOR MOUNT CONDITION(IN.O.C.) 1/4"ALL POINTS SOLID-SET ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION IN.O.C. Q M = 0 0 4000 PSI MIN CONCRETE i HOLLOW AND GROUT-FILLED CONCRETE 4000 PSI MIN CONCRETE 3040 PSI MIN CONCRETE C BLOCK SPAN DESIGN PRESSURE SPAN DESIGN PRESSURE c p p SPAN I 60 PSF 50 PSF 40 PSF 30 PSF DESIGN PRESSURE DESIGN PRESSURE r 60 PSF 50 PSF 40 PSF j 30 PSF 60 PSF fi0 PSF 40 PSF i 30 PSF 1 80 PSF SO PSF 40 PSF 30 PSF 4'-0 10.0 10.0 10.0 10.0 4'-0 10.0 10.0 10.0 10.0 4'40 10.0 10.0 10.0 10.0 10.0 10.0 ( 10.0 10.0 6'-0 10.0 10.0 10,0 10.0 6'-0" i 10.0 10.0 10.0 10.0 1=i U 10.0 10.0 10.0 10.0 10.0 90.0 10.0 10:0 B-0" 10.0 10.0 10.0 10.0 8'-0 10.0 10.0 10.0 10.0 8'-0" I 90.0 10.0 10.0 10.0 8.0 9.3 10.0 10.0 10'-0" 10.0 10.0 10.0 10.0 10'-0" 10.0 10.0 10.0 10.0 10'-0" 10.0 10A 90.0 10.0 6.8 7.8 9.3 i 10.0 12'-0" 5 9.4 10.0 10.0 10.0 12-0" 10A 10.0 10.0 10.0 12-6 10.0 10.0 j 10.0 10.0 5.9 6.8 8.0 10.0 14'-6' i 8.3 9.6 10,0 10.0 14'0" 1d.0 10.0_ 10.0 10.0 14'-0 _ 8.0 10.0 10.0 1Q.0 5.2 6.0 7.1 8.9 14'-8" B.0 9 2 10.0 10.0 14-8" 1 10.0 10.0 90.0 10.0 14'-8" j 8.7 10.0 10.0 10.0 5.0 5.8 6.9 8.6 _ 16` T.b 8.6 10.0 1&0 10 0 10.0 90.0 - i 1T-0 10.0 10.0 1 10.0 10.0 p S 96'-0 j 8.1 9.4 90.0 10.0 4.7 5.4 8.4 C 8.0 lr4r i 7.1 8.2 9.8 10.0 1T-0" 7.7 8.9 ; 10.0 10.0 j 4.4 5.1 6.1 7.7 18`_2" 6.8 7.8 8.3 1 10.0 98'-2" 1 10.0 10.0 j 10.0 10.0 18'-2" 1 7.3 8.5 ; 10.0 10.0 j 4.2 4.9 5.8 7.3 0' "POWERS STEEL DROPIN ANCHOR SCHEDULE 318"POWERS STEEL DROPIN ANCHOR SCHEDULE 1/4 114"ALL POINTS SOLID-SET ANCHOR SCHEDULE-WALL MOUNT CONDITION N.O.C. WALL MOUNT CONDITION ON.O.C.) WALL MOUNT CONDITION{IN.O.C.) HOLLOW AND GROUT-FILLED CONCRETE 4000 PSI MIN CONCRETE 3000 PSI MIN CONCRETE IBLOCK 4000 PSI MIN CONCRETE SPAN DESIGN PRESSURE •• 040 • • PESi�N RE URE SPAN DESIGN PRESSURE SPAN DESIGN PRESSURE 60 PSF 50 PSF 40 PSF PSF •0� F• 040 PSF 30 PSF 60 PSF 50 PSF 40 PSF f 30 PSF 60 PSF 50 PSF 4d PSF 30 PSF 1 4'-0" 10.0 40.0 10.0 1 • 04 •i0 • •1 .0 10.0 4-Q" 10.0 10.0 10.0 10.0 4'-6' 10.0 10.0 10.0 10:0 $ 6'-0 j 10.0 10.0 10.0 610.0 • • 10.0• • 100 •i••10.0 10.0 6 0 10.0 10.0 10.0 10.0 6'0 10.0 10.0 10.0 10.0 8'-0 10.0 10.0 10.0 10.0 8'-0" ; 10.0 10.0 10.0 10.0 8.1 9.3 10.0 j 10.0 8'-0 10.0 10.0 10.0 10.0 , 10'-0" ; 10.0 10:0 10,0 10.0 8.8 7.8 9.3 10.0 10'0" 10.0 10.0 10.0 10.0 16-0 10.Q 10.0 10.0 10.0 12'-0 10.0 10.0 10.0 •10.0• 0 •6.8 • • 8. • 1 10.0 12'-0" 9.5 i 10,0 1Q.0 ! 10.0 12 0" 10.0 10.0 10.0 10.0 �5-245 '� 14'-0" 9.1 10.0 10.0 •x10.0• • 5. •6.0 i• .1• 8.9 14'-0" 8.4 9.8 j 10.0 _10.0 14'-0" 10.0 10.0 40.0 10.q G 14'-8" 8.8 10.0 10.0 •• 10.0• 5. • 5.8 • • �a• 8.6 14'8" 8.9 9.4 10.0 10.0 1d'8" 10.0 t0.0 90.0 10.0 PAGE 16'-0" 8.2 9.5 10.0 10.0 4.7 5.4 6.4 8.1 16'-0 7.6 8.8 10.0 10.0 16-0" 10.0 10.0 10.0 10.0 PAGE DPSCRiPFiON3 1T-0" 7.8 9.0 10.0 10.0 4.4 5.1 6.1 7.7 1T-0" 7.2 8.4_i 10.0 10.0 10.0 17"40" 10.0 10.0 10.0 18'-2" 7.4 8.5 10.0 TV, • .2• • .S • 8 7.3 18'-2" i 6.8 7.9 9 5 10.0 18-2 10.0 i 10.0 10.0 10.0 •:. :• •: ••• •:• :• •: NOTE: SEE SHEET 6 FOR ANCHOR NOTES FRANK L BENNAR00,P.E. #P 6 'r i 114"POWERS POWER-STUD ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION N.O.C. `�. 4000 PSI MIN CONCRETE GROUT-FILLED CONCRETE BLOCK 1/4 ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION N O.C. �'* SPAN DESIGN PRESSURE DESIGN PRESSURE 3350 PSI MIN CONCRETE HOLLOW AND GROUT-FILLED CONCRETE I G=0 55 MIN.WOOD • Ate+ 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 1 40 PSF 30 PSF BLOCK '!V 4'-(r 10.0 10.0 10.0 10.0 j 10.0 10.0 10.0 10.0 SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 8'-0" j 10.0 10.0 10.0 10.0 9.5 10.0 10.0 10.0 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF i; 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF TA M o 8'-0 10.0 i0.0 10.0 10.0 7.5 8.8 10.0 j 10.0 4'-0" 10.0 10.0 10.0 10.0 8.9 10.0 10.0 10.0 10.0 10.0 10.0 10.0 :�(�• 10-0" 10.0 10.0 1 10.0 10.0 6.3 7.3 1 8.8 j 10.0 6'0" ] 10.0 10.0 10.0 10.0 8.5 7.5 8.9 10.0 10.0 10.0 10.0 10.0 .y •' �" 12'-d" 8.6 10.0 10.0 10.0 5.4 8.3 ! 7.5 j 9.5 8'-0" j 10.0 10.0 10.0 10.0 1 5.2 6.0 7.2 8.9 8.6 10.0 10.0 10.0 '•y Z1tM• �� a 14'-0" i 7.8 8.9 10.0 10.0 4.7 5.5 6.7 8.4 10 0' 10.0 10.0 10.0 t0.0 4.4 5.1 B.0 7.5 7.1 6.3 10 0 10.0 14'-8" 7.3 8.5 10.0 10.0 4.6 b.3 8.4 8.1 12'-0' 8.8 10.0 10.0 1 10.0 4.4 5.2 8.5 6.0 7.1 8.8 10.0 ' � � 16'-0" 6.8 7.9 9.5 10.0 4.2 4.9 8.0 7.5 14'0" ! 7.7 9.0 10.0 I 10:0 4 6 5.8 5.3 8.2 7.5 9.8 _ u W 5.0 5.9 Q C7 17'-0" 6.5 7.5 9.1 10.0 ( 4.0 4.7 6.7 7.2 14'48" 7.4 8.7 10.0 10.0 4.5 5.8 7.2 82 "'o Z 18'-2" 6.1 7.1 8.8 10.0 4.4 5.4 6.8 18'-0" 6.9 8.1 9.7 10.0 4.2 5.2 4.7 6.5 6.7 &8 m m LLt 1T-0" 6.6 7.7 92 W 10.0 5.0 4.4 5.2 6.3 8.1 W N Q A � g 18--r 6.2 ( 7.2 8.7 10. 0 4.7 4.2 4.9 6.0 ( 7.7 W En Y 114"POWERS POWER-STUD ANCHOR SCHEDULE-WALL MOUNT CONDITION IN.O.C. N 0i ouioff+ 4000 PSI MIN CONCRETE GROUT-FILLED CONCRETE BLOCK 1/4"ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE-WALL MOUNT CONDITION ON.O.C: 'Dd� SPAN DESIGN PRESSURE p DESIGN PRESSURE HOLLOW AND GROUT-FILLED CONCRETE i G=0:55 MIN.WOOD a f 60 PSF CK r 50 PSF j 40 PSF 30 PSF ( 60 PSF 50 PSF 1 40 PSF " 30 PSF 3350 PSI MIN CONCRETE BLOCK 4'40' 10.0 10.0 10.0 10.0 10.0 10.0 10.01 10.0 SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 6'-0" 10.0 10.0 10.0 10.0 8.4 9.6 10.0 10.0 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF } 30 PSF60 PSF 50 PSF 40 PSF 30 PSF 8'0" 10.0 10.0 10.0 10.0 6.8 7.7 9.1 10.0 4'-0" 10.0 10.0 10.0 10.0 &7 9.9 10.0 i 10.0 ( 10.0 10.0 10.0 10.0 m 10'-0" 9.3 10.0 ! 10.0 10.0 5.7 6.6 7.T 9.6 6-0" 10.0 10.0 10.0 10.0 6.4 7.3 8.7 10.0 I 8.9 10.0 10.0 i t0.0 U 12'-0" 8.1 8.3 10.0 10.0 5.0 5.7 8.8 8.4 8'-0" 10.0 10.0 10.0 10.0 5.1 5.9 7.0 8.7 7.2 8.3 9.7 10.0 LL 14'-0" 7.2 8.3 9.8 10.0 4.5 &1 6.0 7.5 10'-0" 9.4 10.0 10.0 10.0 4.3 5.0 5.9 7.3 6.1 7.0 8.3 10.0 J 0 14'48" 7.0 8:0 9.5 ( 10.0 4.3 4.9 5.8 7.2 IZ-W 1 8,2 9.4 10.0 10.0 4.3 5.1 8.4 5.3 6.1 7.2 8.9 `M 18'0" 6.5 7.5 8.8 10.0 4.0 4.6 5.5 8.8 4.8 b.7 4.8 5.5 6.4 8.0 14'-0" 7.3 &3 9.9 10.0 V = p g 17'-W 6.2 7.2 j 8.5 10.0 4.4 5.2 ! 6.5 14'-8" 7.0 8.1 9.5 10.0 4.4 b.5 4.6 5.3 8.2 7.7 CJ 18'-2" 5.9 6.8 { 8.1 10.0 4.2 5.0 6.2 16'-0" 646 7.5 8.9 10.0 4.1 5.1 4.3 4.9 5.8 7.2 + U 1T-0" 6.3 7.2 8.5 10.0 4.9 4.1 4.7 5.6 8.8 t1! a 00 11 18-2" I 6.0 6.8 8.1 10.0 4:7 4.5 5.3 6.6 ,� a (ryd^ O m � �j � 114"I1 V1/SAMMY SSC ANCHOR SCHEDULE-EXTRUSION 1 MOUNT N.O.C. LL z � Q Z 114"ELCO PANELMATE TVAS ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION IN.O.C. 3295 PSI MIN CONCRETE GROUT-FILLED CONCRETE BLOCK p c�, = 00 3350 PSI MIN CONCRETE !HOLLOW AND GROUT-FILLED CONCRETE SPAN DESIGN PRESSURE DESIGN PRESSURE to 0 G=0.55 MIN:WOOD SPAN I BLOCK 60 PSF SO PSF 40 PSF 30 PSF ( 6o PSF 5o PSF 40 PSE 30 PSF ly � O W DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 4'-0" &1 6.9 8.0 9.8 4.4 5.1 6.2 .a 180 PSF 50 PSF _ 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 80 PSF 50 PSF 40 PSF 30 PSF a-0" 4.6 5.2 6.1 7.4 4.7 4'-0' 10.0 10.0 ' 10.0 10.0 9.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8'-0' 1@1i 5.0 8.1 La 6'-0' 10.0 10.0 10.0 10.0 7.0 8.0 9.5 10.0 10.0 10.0 10.0 10.0 10'-0" 4.2 5.2 V4r 10.0 10.0 10.0 10.0 6.7 6.5 7.7 i 9.5 8.6 10.0 10.0 10.0 ol 12'-0" 4.8 10-0° 10.0 10.0 10.0 10 0 4.8 5.5 6.5 8.0 7.1 8.3 1 10.0 10.0 12'-0" 10.0 10.0 1 10.0 10.0 4.2 4.8 5.7 7.0 6.0 7.1 1 8.6 10.0 t0 0 10.0 10.0 4.3 b.0 8.3 5:3 8 2 7.5 9,8 14'-8" 9.4 10.0 10.0 10.0 4.1 4.8 &1 5.0 5.9 7.2 9.2 114`ELCO PANELMATE(MALE OR FEMALE)ANCHOR SCHEDULE-EXTRUSION 1 MOUNT(W o , i6'-0" 8.7 10.0 ' 10.0 10.0 4.8 5:7 4.7 5.5 6.7 8.6 O.C.j G=0.55 MIN.WOOD 17=0" 8.3 9.6 10.0 10.0 4.4 5.4 4.4 52 : 8.3 8.1 3323 PSI MIN CONCRETE , 16'-2" 7.8 9.1 10.0 J 10.0 4.1 5.2 4.2 4.9 ! 8.0 7.7 SPAN DESIGN PRESSURE DESIGN PRESSURE 80 PSF 50 PSF 40 PSF 1 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 1/4"ELCO PANELMATE TVAS ANCHOR SCHEDULE-WALL MOUNT CONDITION N.O.C. 4'-0` 4.3 4.9 5.7 7.0 4.5 5 3 6.4 HOLLOW AND GROUT-FILLED CONCRETE 4.3 5.3 4 s f 3350 PSI MIN CONCRETE BLOCK G=0.55 MIN.WOOD 8-0 4,3 moo^ SPAN DESIGN PRESSURE •• •••j• • • ONSION FRESSURE DESIGN PRESSURE _ 60 PSF 1 50 PSF 40 PSF 30 PSF• 60io9F 5U R6Fs ; 40 PSF i 30 PSF 60 PSF 50 PSF ; 40 PSF 30 PSF 4'-0" 10.0 1d.0 id.0 e10.0 • • 14.Os s1 • 10.0 10.0 10.d 10.0 10.0 10:0 114"ELCO PANELMATE INSERT ANCHOR SCHEDULE-EXTRUSION 1 MOUNT N.O.C. ' 6'0" 10.0 10.0 10.0 10. .7 8. 10.0 10:0 8.9 10.0 10.0 10.0 2700 PSI MIN CONCRETE ( GROUT-FILLED CONCRETE BLOCK SPAN DESIGN PRESSURE DESIGN PRESSURE 8'-0" 1 10.0 10.0 10.0 10.0 6.1 7.1 8.4 10:0 7.2 8.3 9.7 10.0 10'-0" 10.0 10.0 ! 10A • •Ip I• 1 5.9 7.1 &9 6.1 7.0 ! 8.3 10.0 60 PSF 50 PSF 40 PSF 30 PSF 80 PSF 50 PSF 40 PSF 30 PSF , 12'-0" 10.0 10.0 10.0• 0 •4.4• 5 • • 1 7.7 5.3 &1 P 7.2 8.9 4'-0" 4.4 5.0 5.9 7.2 4.3 '15-24,52 4.4 j 5.4 14'-0" 9.6 10.0 14.0 • • 04,50! '• 6.4 6.8 4.8 5.5 6.4 8.0 6'-0" 4 4 SCALFs 14'-8" 9.2 10.0 10.009, 16.0 4.8• ' •5.2 6.6 4.6 5.3 6.2 7.7 8.�.. PA6E DPSCRIPlION: 18-0" 8.6 9.9 10.0 10.0 4.0 4.8 6.1 4.3 4.9 5.8 7.2 1T-0" 8.2 9.5 10.0 10.0 4.8 5.$ 4.1 4.7 { 5.8 6.9 7.8 9.0 10.0 • 10A s 4.4 5.5 4.5 b.3 6.8 l I- 000 eee e • • ••• • • NOTE: SEE SHEET 6 FO R ANCHOR NOTES 1/4"ALL POINTS SOLID-SET ANCHOR SCHEDULE- 1/4'ITW SAMMY SSC ANCHOR SCHEDULE-EXTRUSION 2 MOUNT N.O.C. ..•-•.,.A/T ��i EXTRUSION 1 MOUNT(IN.O.C.) 3/8"POWERS STEEL DROPIN ANCHOR SCHEDULE F 3295 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLOCK �+ •,QO��i 3000 PSI MIN CONCRETE EXTRUSION 1 MOUNT ON.O.C.) SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE SPAN 4000 PSI MIN CONCRETE 80 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF : DESIGN PRESSURE 4'-0" 12.0 12.0 12.0 12.0 6.9 8.0 9.6 120 9.2 10.6 12A 12.0 SPAN DESIGN PRESSURE 60 PSF 50 PSF 40 PSF ! 30 PSF 80 PSF 50 PSF 40 PSF 30 PSF 6'-0" 120 12.0 12.0 i2.0 5.0 5.8 6.9 8.8 6.8 7.8 9.2 11.4 ` 4'-0" 4.4 5.0 5.8 ` 7.1 8'-4' 9.7 11.3 120 12.0 4.5 5.5 6.9 5.4 8.2 7.4 9.2 f p ra OF 4.4 5.4 4'-4' 8.5 9.6 11.2 ! 12.0 I 4.5 5.8 4.5 5.2 6.2 7.8 l'� W-W 6.4 7.3 8.6 10.4 14 0" 8.1 9.4 11.3 720 1 �•. . r+: 8'-0" 4.4 8 5.2 5.9 8.9 8.5 12-0" 6.9 8.1 9.7 120 5.0 4.5 5.4 6.8 g,kxto-1 5.9 7.3 14'-0" 6.1 7.1 8.6 10.94.4 � z 17-0" 5.2 8.4 14'-8" 5.9 6.8 8.3 10.5 4.2 16'-0" 5.4 6.4 7.7 9.7 4.3 5.4 1/4"POWERS STEEL DROPIN ANCHOR SCHEDULE 14'-4' 4.7 5.7 4.1 5.2 Z 0X. EXTRUSION 1 MOUNT ON.O.C.) 14'_8" 4.6 5.6 1r-0" 5.2 6.0 7.3 9.3 4.9 Z W U aK i1J W 4000 PSI MIN CONCRETE 14-0" 5.2 18-2" 4.9 5.7 8.9 8.6 'w C Q 9 u. V, d 1r-0' 5.0 ZX cmc Z SPAN DESIGN PRESSURE I� � 80 PSF 50 PSF 40 PSF 30 PSF 1v' 4.8 114"ELCO PANELMATE MALE OR FEMA ANCHOR SCHEDULE-EXTRUSION 2 MOUNT N.O.C. W 1�� ,r o $ �+ 4'-0• 4.0 4.6 5.3 ! 6.5 HOLLOW AND GROUT-FILLED CONCRETE W a 55 8'-0" 4.0 4.9 3323 PSI MIN CONCRETE BLOCK G-0' Mme'w0°D 3 1 SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 0 W 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF t 50 PSF 40 PSF 30 PSF 80 PSF 50 PSF 40 PSF 30 PSF ami 0 g 1/4"POWERS POWER-STUD ANCHOR SCHEDULE-EXTRUSION 1 MOUNT N.O.C. 4'-0" I 120 120 t2 0 120 5.7 6.6 B.0 102 9.1 7.6 1 1 12.0 ,� 4000 PSI ON CONCRETE GROUT FILLED CONCRETE BLOCK 6'-0" I 9.4 11.0 12.0 12.0 4.0 4.7 5.7 72 6.6 ; 7.8 9.1 17.3 SPAN DESIGN PRESSURE DESIGN PRESSURE 8'4r 7.4 8.6 70.4 120 4.4 5.7 5.2 5.1 7.2 9.1 80 PSF 50 PSF 140 PSF 30 PSF 80 PSF 50 PSF 40 PSF 30 PSF 10'-0" 6.1 7.1 8.6 11.0 4.7 4.4 5.1 5 2 7.6 co 12'-0" I 52 6.1 7.4 9.4 4.0 4.4 5.2 6.6 4'-0" 4.1 1 4.7 E 5.5 6.7 4.3 4.6 5.8 14!4r I 4.8 5.4 6.5 f 8.3 U J 6'-4' 4.1 5.1 14'-B" 4.4 5.1 6.2 8.0 4.5 5.6 J 7 16'-4' 4.1 4.8 5.8 7.4 4.2 5.2 5.0 s O 1/4"ELCO PANELMATE TVAS ANCHOR SCHEDULE-EXTRUSION 1 MOUNT N.O.C. 1r-0" 4.6 5.5 7.0 4.7 U = O 18'-2" 4.3 5.2 6.6 1- 3350 PSI MIN CONCRETE G=0.56 MIN.WOOD .uu• LOl SPAN DESIGN PRESSURE DESIGN PRESSURE 1/4"POWERS HOLLOW-SET DROPIN ANCHOR SCHEDULEO 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 60 PSF 40 PSF 30 PSF EXTRUSION 2 MOUNT(tN.O.C.) O ��j m�0. 4'-0' 4.9 5.6 6.6 8.0 4.5 5.3 6.4 j HOLLOW AND GROUT-FILLED CONCRETE 5 E 6'-0" 4.2 4.9 6.0 4.9 4000 PSI MIN CONCRETE BLOCK Wrs O N 8'-0" 4.1 i 4.9 / SPAN DESIGN PRESSURE DESIGN PRESSURE 'A } 10 0" 4.2 BO PSF 50 PSF 40 PSF 30 PSF 80 PSF S0 PSF 40 PSF 30 PSF O X. O 4'-0" 1 8.5 9.9 12.0 120 4.3 5.2 6.8 p• Z 5.9 6.9 8.5 10.9 4.7 U I W-0" 4,6 5.4 6.6 8.5 14-0" 4.4 5.4 6.9 12-0" 4.6 5.9 V 14'-0' 5.1 1/4'ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE-EXTRUSION 1 MOUNT .OZ.) 1q•_g^ 4.8 ' 3350 PSI MIN CONCRETE !HOLLOW AND GROUT-FILLED CONCRETE 1g.0" 4.8 BLOCK G=0.55 MIN.WOOD 4.3 SPAN ir-0" DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE ig_� 4.1 cPv f m 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF F 30 PSF 4'-0" 4.3 4.9 5.7 7.0 i 4.5 5.3 6.4 6'-0" 4.3 5.3 4.9 114"ELCO PANELMATE INSERT ANCHOR SCHEDULE-EXTRUSION 2 MOUNT IN.O.C. 8_p• q,3 2700 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT FILLED CONCRETE BLOCK SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 4'0 11.1 120 12.0 12.0 8.4 9.8 11.8 120 8 6 10.0 12.0 120 O c 8'-0" i 8.1 9.3 11.1 12.0 6.0 7.0 8.4 10.7 6.1 i 7.1 r 8.6 10.9 8'40" 6.4 7.4 8.9 11.1 4.8 5.4 6.6 8.4 4.8 5.6 &7 8.8 14-0" b.4 j 6.2 7.4 1 9.3 4.5 5.4 7.0 4.8 5.6 7.1 12'-0" 4.7 5.4 6.4 B.i 4.6 6.0 4.8 8.1 •• ••• • • • • • •• 4.1 5.2 4.2 5.3 • • • • • • • • • 14'-0" 4.1 4.8 5.7 7.2 • • •• • • • • • � • •• • • • • ••• • 14'- 5.0 5.18" 4.6 5.5 8.9• • 4.8 • • • • • • • 4.3 5.1 B 4.6 17'-0" 4.1 4.9 j 8:1 4.4 4.2 4.3 15-2452 • ••• ••• • • • • • • • .•. .•. SCALE• • • • • •• • • • • • • PAGE Q-E C • •• •• RIP7ION• • • • • • • •• • • • • • • • 00 g . • • • ' ' ' • • • NOTE: SEE SHEET 6 ••• ' • ... • • FOR ANCHOR NOTES FRAM 6(FIRjjO,P.E. 1/4"ALL POINTS SOLID-SET ANCHOR SCHEDULE-EXTRUSION 2 MOUNT ON.O.C.) 1E EO A !/'o, /4" 1ELCO PANELMATE NAS ANCHOR SCHEDULE-EXTRUSION 2 MOUNT N.O.C. •7 3000 PSI MIN CONCRETE HOLLOW AND GROUT-FILLED CONCRETE HOLLOW AND GROUT-FILLED CONCRETE I •' �i BLOCK 3350 PSI MIN CONCRETE G=0.55 MIN.WOOD •,: SPANBLOCK DESIGN PRESSURE DESIGN PRESSURE SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 60 PSF 50 PSF 40 PSF 30 PSF j 60 PSF 50 PSF 40 PSF 30 PSF �• 30 PSF 4'-d" 120 120 120 120 8.7 10.2 12.0 12-0 60 PSF 50 PSF ! 40 PSF 60 PSF 50 PSF 40 PSF 30 PSF ! 60 PSF 50 PSF 40 PSF 30 PSF . �Q• 6'6 10.7 j 120 120 120 6.1 7.2 8.7 11.1 4'-0" 12.0 120 120 120 6.2 7.3 8.8 11.3 9.1 10.4 12.0 12.0 a 8.3 9.7 1 t.8 12.0 4.8 5.6 6.8 8.7 6'-D" 11.6 120 12.0 120 4.3 5.1 6.2 8.0 6.6 7.8 9.1 11.3 ; �i • Clt 10'-0" 6.8 8.0 9.7 120 4.6 5.6 7.2 81-0" 9.1 10.8 120 12.0 4.6 6.2 5.2 6.1 72 9.1 •e '(4 12'-0" 8.8 6 8 8.3 10.7 4.8 8.1 10'-0" 1 7.4 8.7 10.6 120 5.1 4.4 51 6.1 7.6 5.2 6.6 14'0" 5.0 5.9 7.2 9.3 4.2 5.4 12'-0" 6.3 7.4 9 ! .1 11.6 / 4.3 4.4 .4p• 14'48" 4.8 5.7 6.9 9.05.2 14'-0" 5.5 6.5 7.9 10.2 4.6 5.8 8" •, �� '� 4.8 14'- 5.3 6.2 7.6 9.8 4.5 5.6 18'-0" 4.5 5.3 6.4 8.3 i7'-0" 4.2 5.0 6.1 7.9 4.5 16'-0" 4.9 5.8 7.0 9.1 4.2 5.2 Z W x n 18'-2" I 4.7 5.7 7.4 i / q 3 1T-0" 4.6 _ 5.5 6.7 8.6 5.0 Q U u� Q 18'-2" j 4.4 5.1 6.3 8.1 / 4.7 41 1 W o Zs 3 LuLu 1/4"POWERS STEEL DROPIN ANCHOR SCHEDULE 1/4"ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE-EXTRUSION 2 MOUNT IN.O.C. ?}W''^ N EXTRUSION 2 MOUNT(IN.O-C.) 3350 PSI MIN CONCRETE HOLLOW AND GRB O KLLED CONCRETE i G=0.55 MIN.WOOD p a% t0 4000 PSI MIN CONCRETE SPAN DESIGN PRESSURE DESIGN PRESSURE 1 DESIGN PRESSURE g a SPAN ! DESIGN PRESSURE 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 1 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF 4'-0" 12.0 120 120 12.0 5.7 6.6 8.0 10.1 9.1 10.4 12.0 120 4'0" 120 12.0 12.0 12.0 6'-6 9.4 11.0 12.0 12.0 4.0 4.7 5.7 7.2 8.6 7.6 9.1 11.3 CD 6'-0" ; 9.8 11.5 120 12.0 8'-(" 7.4 8.6 10.4 12.0 i 4.4 5.7 5.2 8.1 7.2 9.1 n 8-0" 7.8 8.9 10.9 120 10'-0" 6.1 7.1 6.6 11.0 4.7 4.4 5.1 6.1 7.6 10'-0" 6.2 7.3 8.9 11.5 12'-W 5.2 6.1 7.4 9.4 r 4.0 4.4 j 5.2 �` 17-M 5.3 6.2 7.6 9.8 14'-0" 4.6 5.4 6.5 8.3do 14'-D" 4.6 5.4 6.6 8.6 14'48" j 4.4 5.1 8.2 8.0 14'-8" 4.4 6.2 6.4 8.2 16'-0" 1 4.1 4.8 5.8 7.4 4.2 5.2 160 4.1 y 4.8 5.9 7.6 5.0 1T-0" 4.5 5.5 7.0 b 1T 0" 4.6 S. 7.2 1$'-2" 4.3 5.2 6.6 / 4.7 N cn .� � 18-2" 4.3 52 $.8Q l � � C L1•. lb z C7 � � 3/$"POWERS STEEL DROPIN ANCHOR SCHEDULE LU 9 qW 6 O � �, m c EXTRUSION 2 MOUNT(fN.O.C.) Qz _ zo.! 4000 PSI MIN CONCRETE SPAN { DESIGN PRESSURE �.� Ln Q C 6o PSF 50 PSF 40 PSF 30 PSF N W 4'-0" 12.0 120 12.0 12.0 1-+ 6'-0" 12.0 120 12.0 12.0 8'-a" i20 120 120 12.0 101-0" t20 12a 120 120 17-0" 11.2 120 120 120 14'-0" 9.8 11.5 12.0 12.0 14'8" 9.4 11.0 120 12.0 18'-0" j 8.6 10.2 120 _ 12.0 17'-0" 8.2 9.7 11.8 120 " I to 4o S ' - 18'-2" 7.7 9.1 11.1 i20 1/4"POWERS POWER-STUD ANCHOR SCHEDULE-EXTRUSION 2 MOUNT IN.O.C. 4000 PSI MIN CONCRETEI GROUT-FILLED CONCRETE BLOCK J SPAN DESIGN PRESSURE DESIGN PRESSURE G 80 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF ! 30 PSF 4'0 120 12.0 12.0 12.0 j 8.1 9.4 11.2 12.0 g 6-0 9.2 10.6 120 12.0 5.8 6.7 8.1 ; 10.2 BI F 8'-0" 7.2 8.4 10.2 120 4.5• • •3 ; • 60I0 8.1 " 6 10'-0" 6.0 7.0 8.4 10.8' ;4' • • 6.3 6.7 12-0" 5.1 6.0 7.2 9.2• • 4.& 5.8 14'-0" 4.5 5.2 6.3 8.1 5.1 14'-8" 4.3 5.0 6.1 7.8 4.9 16'-0" 4.6 5.6 . 7.2•;. 4.5 15-2452 1T-0" ' 4.4 5.4 4.3 SCALE: 4.2 5.1 ••8.5 •. 4.1 PAGE DBSCRIPTIONn see • •• •• • • • •• •• NOTE: SEE SHEET 6 ••• • • • ••• ' FOR ANCHOR NOTES IW ALL POINTS SOLID-SET ANCHOR SCHEDULE-BUILD OUT TUBE MOUNT ON.O.C. IW FTW SAMMY SSC ANCHOR SCHEDULE-BUILD OUT TUBE • HOLLOW AND -• •CONCRETE CONCRETE3295 PSI MIN • • • • GROUT-FILLED s • • "" • '= SPAN I SPAN DESIGN • DESIGN DESIGN DESIGN- PRESSURE `• j }'4 ///. ///%/rte//i 1 , //1%//%�/ i/ i/ /%i.///.f�///r4//il!//////0 ///� '///rel/�i. //.f////r///rY////rJ//1'// iir✓i'�iiii /rr✓ii�s�ir/ii/�// /iii.� /ii, i//ii��irii�ii✓/iii �� iirM,?M, iri/iw==4ff,�, wWo!O NI0M,,W/� i, �m i////i:i///i//ice/i ii//i�yiia iirri//.�rie.�/ .moi, / ��///iirJiii �Z,/ZZ /i �ii�ii - iii//ii i///ii/iiia/i//i/ iii//yi✓ii//iiiirii�/i/riff 0 m s a /ii�i/Jii� GROUT-FILLEDHOLLOW AND , 11,C ELCO PANELMATE(MALE OR FEMALE)ANCHOR . = i 33M PSI MIN CONCRETE 1 ••. .. . . . . POWERS . .PIN . . . . DESIGN PRESSURE DEStGN-PRESSURE DESIGN PRESSURE 1 40 L 4000 PSI MIN CONCRETE 4000 PSI MIN CONCRETE 50 PSF PSF 30P ■rte iDESIGN PRESSURE SPAN DESIGN PRESSURE /iei30 PSF rr/i�irii/moi � aa 1 1 , // i 010,01010 1 . 1 sr�o/ ilii///ir /i/�riili/iii./sirri///e/ ii//iii/rii///ii/rriiw/ ■ ii/e%� �//iii iWN,I i/r�///rri�syiiei W= '//OMMI;%/.l3'//r/o%/1//rr/r//X//%///�Y///✓/r1 //r✓//.L////// f/�; %/��s/////r3J///. = ' MN 9i, ii, iiaiii, /rr//moi;ii, roi./ei /errJii, e/reir i. ■rii/ter///rJi/moi: : : IN 4 7�r�i�� •�DESIGN PRESSURE DESIGN PRESSURE 1/4"POWERS HOLLOWM-SEU7 D 1 -sF, —40-PSF 30PSF-40-P • lr"TM= •,1.1 ' . -• . . . •' SCHEDULE • - BUILD OUT TUBE MOUNT ON.O.C.) �i .111 . i /i rrs�/ieai i � • . : . 1 . : : CONCRETE ' ii/�/i; iir�/ter/ //.�//r�% r/ .� ��■�� - /rrir/iir/,ii/u/Ireii.�oi ./. /i//iii 1 : - . . - . . /P, PA JII� �.ir/1 r./ -0 �/,�%/s��',/�te//'///y//i/'// i,'//i//,�f///i//rrrrJ//3�/s'/�//ie//%/f�///r✓//.�r'f///i/ /�/i4f//r/J e ii/Jirriiir / / i // . ///: W// r9,01010, . 1 r//I/�%l 114, � /// V.0201=14 VAN, 1 PSI MIN CONCRETESPAN I . . ..... • DESIGN • OWN ' ' - ' %/�.///.%lam//rr//.�'//r///�////.'%/.tel//, • 1 . . 1 iP3l�%//r�!///r.�� - �1� - �ii�� i��ii//e//i - � i%� ��/��i.��t��iirr/i��ii/e/iir/a/�///�/ox�iJ 1 , ei///iiia/r�/iir�/iriii�rrs/i�ii� •� , s :� f.. ��,fi�r/iiii/�/ioi.�ii/r/ice/i ;.V //// rii /,r,.ie.�i//siiiii/iiiisir///�//ii,// r/i ��iiiri��//e/iiirrrii//sir/ii��/irri/�//iii� - i �✓ii, /i//ie� /o. Y//%/r.G1'///✓m Z///// //////1rY 110OOAP1 / ,reeiiiryorJi� �iieyir/iii. . . . • 11 U Di3IGN LOAD CAPACITY - PSFw T FLANGE DIMS. 5118" TAIL GLASS 53 1/8- ¢ WINDOW WIDTH WIDTH HEIGHT EXi(+) 1 NT.(-) Z 99-1 f8- 55.0 60.0 47 3/4" C 26-1/2- 55.0 60.0 D.L.O. (FIX. LITE) "' 37- 26' 55.0- 60.0 a. 10 1/2- O 44' 55.0 60.0 O 5 1/2- MAX. MAX. � v • n \ mZ 55.0 0 HEAD HEAD w 19-1/8 55. 60.0 1/8- ANN. GLASS CORNERS A w O d k 2 - 0.0 .090` Interlayer 37" -3 55.0 60.0 Saflex Clear And Color Glass Q 44" 550 60.0 By 'Eastman Chemical Co.' W O Lao 53-1/8- 55.0 60.0 1/8- ANN. GLASS ` D �, 4�O 19-1/8 55.0 60.0 !/ 12 26-1/2- 55.0 60.0 (a 50-5/8' m SILICONE F N o � V' 'ut 2 I✓ 37" 55.0 _ 60.0 z m DOW 899 o B N rn Ji 9 44- (5) 55.0 60.0 w m Q u1 r1 53-1/8" 55.0 60.0 co 16 z o c� 55.0 60.0 o •� I f 26-1/2" 55.0 60.0 3 io z --- U to 37" 63" 55.0 60.0 m � � -- v I to 44" (6) 55.0 60.0 _ =_Y--- - - _ r z N O �1 �� 3 (� coo 53-i/8' 55.0 60.0 8 +� `�' li' it w 19-1/8- 55.0 60.0 23 { II I vi H 26-1/2" 76" 55.0 60.0 GLAZING DETAIL 37" (8) 55.0 1 60.0 W 44° 55.0 60.0 NO ANCHORS AT SILL N U)00 FALSE MUNTINS LO m * NO. IN PARENTHESIS INDICATE NO. OF (SURFACE p IOONAL 47 31e w-' 0-/ I �: o M � ANCHORS PER JAMB. 1 ac o •• - O.1�0. (VENT) Z ti ...... •••••• ••• • • VENT WIDTH 0 't I M• • 1U W v W om r •�•••' •••••• TYPICAL ELEVATION ..... ...... . . ...... • •••• ••.. ECO--GUARD SERIES-50 TESTED UNITS ALUMINUM SINGLE HUNG WINDOW m •••••' • •• ••:••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER " •• • =-•• �� - - CHARTS SHOWN ABOVE. c N • sees• • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ti. W COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c m O p N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE > r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. a c LOADS TO THE STRUCTURE. � 0 F_ngr. JACMLAfiMAO PRODUCT REVISED iv ANCHORS SHALL BE AS LISTED; SPACED AS SHOWN ON DETAILS, ANCHORS FLA. PE / 70592 as complying with the Florida o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A.N. 38 Building Code - Aomptancc No 14 �2Jt2.02 w ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE expir Do QjT o $ i NOTE: NOT PART OF THIS APPROVAL. GLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2014 By {'- drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Miami � e et RA- AND FLORIDA BUILDING COMMISSION MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT W12-40 DECLARATORY STATEMENT DCA05-DEC-219 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. fsheet 1 of 4 o 18Y TYPICAL ANCHORS TYPICAL ANCHORS 2B\\Y` OD BUCK g WOOD BUCK SEE ELEV. SEE ELEV -----------------� OR FOR SPACING - FOR SPACING F----------------'i WOOD sikuTORE 1 a I 1 MIAMI—DADE COUNTY APPROVED t ` 4 °4 DGE DIST.°: a 4 n a METAL j MULLION & MULLION ANCHORS I a °" • - " . e a ' EDGE STRUCTURE �iSEE SEPARATE NOA I� EDGE Q z _ •5 . DIST. I I EDGE t DIST. r----- L ---;------,J O In � � ch � � P pp \•( TYPICAL ANCHORS TYPICAL ANCHORS p�Q Q 4 SEE ELEV. SEE ELEV. O FOR SPACING FOR SPACING °�oa O I CL .� C - Q � t c WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (j o rr .J Ln TYPICAL ANCHORS: SEE ELEV. FOR SPACING � V) 000, 1 OPTIONAL To4" DLA TAP('ON BY 'rm vu—m KSI, Fy=1t}o KSI} i M 12 SPRING LATCH � W W 11A- DIA. ULTRACON 1( 'ELCO' (Fu=177 KSI, Fy=155 KSI) ? + INTO 2BY WOOD BUCKS OR WOOD STRUCTURES } W LL 1-1/2" MIN. PENETRATION INTO WOOD N (n°nG g (np- ,n Ci 5 THRU 1 BY BUCKS INTO CONC. OR MASONRY w O o t`s = • W 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � Z Lj m • ..... '• k fee-.. t � DIRECTLY INTO CONC. OR MASONRY � � • ' . ••;�1 • t 1-1/4" MIN. EMBED INTO CONC. OR MASONRYi O •••••f • • 1t8 • :f:. ; 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o U w 1 v W rnm •••••• f•• •'•• i , is INTO METAL STRUCTURES •..:.. •• • •• • i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ••••: ••. •• •„p' • t _ (STEEL ALUMINUM I ( N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• i 0 . 14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) ffffff •11f ' c N • •'• ° ` ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090°) 00 (NO SHIM SPACE) TYPICALG m� t ' ' INTO CONCRETE AND MASONRY = 2-1/2” MIN. Is INTO WOOD STRUCTURE = 1" MIN. ;A is INTO METAL STRUCTURE = 3/4" MIN. `o a N + 13AWOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. L CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. �J N C-90 HOLLOW/FILLED BLOCK AT JAMOS film 2000 PSI MIN. N ° 2 Engr. JAVAD AHIMAD PRODUCT REVISED a FIA PE 70592 as complying with Ilio Floods o v C q N, gg3gBuildutg Codc o 4 dd :c° -a a. Bxnt.grrru, •m60Acceptance No/� . cMRo .'-4 a 4 9 ° 4 e. ° ! 5 '� rzw ing no. $ SEALANT: 2014 Ivliam► c s 4 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 2—4O 3/4" LONG WEEP NOTCH JOINT SEALER. sheet 2 of �¢ AT EACH END 0 ITEM PART IF READ. DESCRIPTION XATERIAL MANF./SUPPLIER/REMARKS W 1 E51 1 FRAME HEAD 6063—T6 — I N 2 E52 I FRAME SILL 6063—T6 — Z h j 3 E53 2 FRAME JAMB 6063—T6 — 4 E54 i FIXED MTG. RAIL 6063-76 — Z I 5 E55 1 VENT TOP RAIL 6063—T6 — s� Og. m -- � 11 U E56 TMTRAIL 6063—T6 — s 1 VENT 80Q d fu 7 E57 2 VENT SIDE RAIL -- 6063—T6 — _ 8 E58 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 9 E59 2N SASH STOP 6063—T5 — V fl i4 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAN dt ASSOC. IL it 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS O 13 FY-113 2/ VENT SPRING LOADED LATCH 6063—T6 ALTERNATE TO SWEEP LATCH yy Ot.0 13A 1/ LATCH LATCH SPRING ST. STEEL MIAMI—DADE COUNTY TYPICAL ANCHORS 14 #8 X I- AS READ. FRAME do VENT ASSEMBLY SCREWS CRS PH SMS APPROVED MULLION SEE ELEV. FOR SPACING SEE SEPARATE NOA IS E207 AS READ. BOTTOM RAIL SEAL — SERIES 101 NEOPRENE ULTRAFAB Q W �► 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB i f---1 I8— --W23181 AS REQD. FIN SEAL W'STRIPPING — ULTRAFAB — !I I 20 — 2/ VENT BLOCK AND TACKLE BALANCE — j J tn I I 21 E60 2/ VENT SASH CAM NYLON — "J I C3 0022 — 1 5/16' BOX SCREEN — OPTIONAL 00 23 - 2/ UTE SETTING BLOCK EPDm DUROMETER 85t5 SHORE A = '� II II vi W W Lc _ w 0 O I"`1 • •• WINDOW WIDTH WINDOW WIDTH w Y J 10 in Z 3 LL_ ..... .••- • • TYPICAL pNCH01i6 .••. 2��j o .6L.�.1Z. SCG • • O J v �: •�' FOR SPACING • • nao wJ:••: W rn •••y�4" MAX.•.• 1/4' MAX. lay 1/4' MAX. ••••: •••• SHIM •• SHIMS WOOD BUCKS SHIM • • • ••• • VENT WIDTH TYPICAL •• • •• ' 18 7 --- - 20 v.° TYPICAL ANCHORS -- SEE ELEV.ANCHORS o c •••••• •• ' FOR SSEE PACING FOR SPACING - C 0 a m -- -- - _- - - __ _---- _ o METAL — — — w STRUCTURE Q ' a C9� �o - - --- - -- - - - —_-- -- __ _ —_ — — o 13c � a - w y4 EXTERIOR N 3 a1 g Engr. JAVAD AHMAO PRODUCT 12EVISF.D °D CIVIL 7 D.L. OPG. FIA PE 70592 as with the FloridaFtotida C CAN. a Building Coda r a Acceptance Na( '1 j2•DI ,t WINDOW WIDTH EXI)i"inn Dote rr v° $ v v 201Bydrawing no. 1 Mi W12-40 sheet 3 of 4 2.183 �1.239� t,.ta r 14 �t 14 N .062 Typ. 7� j 11 TYP. Q � J 1.344 .531 2.133 .062 �L i in w .625 I / {� O o io- .87.5 I �� o � Q L A FRAME HEAD .625 O .875 2.687 .062 G 111111 o FRAME JAMB g Q a E.625 O 0503- 1.719 .324 TYp �j r Q W 3 1.094 . 625 b11 .050 7W. j ti tq J .0621.061 .769 a FIX. MEETING RAIL a GLAZING BEAD U o en in 1 as0 1 203 VENT TOP CORNER � J N00 co F625 082 = o 0056 vi W 1.125 TM� FRAME TOP CORNER 1.750 .050 TTP. 875 in we 0 .625 I .384 Imo- t cn N �I 062 w O o 0 t � • •• .875 . Q VENT SIDE RAIL � Z 0000. a z c • � ••�VF,NT T0�' .FlAtl. t 4 � . ... .975- O r .. w Wrn� . 1. 0.00.0 . .. .. �.•�•. •0.•.. • • .062 1.016 •..00• g25... 062 ...e _ I • •••• 1:17$•• e.0 1.869 O SASH STOP / a 140-11)•0000.. 1.2475o z O VENT BOTTOM RAIL 1.445 1.254 078 VENT BOTTOM CORNER tf! 14 c m 2.259--1c� � c m � a c .9b3 1 E t.78s t3 SPRING LOADED LATCH .FRAME BOTTOM CORNER Engr: JAVAD AHMAO �_ •PRODUCT REVISED a � 062 CML as complyingN 1 2.448 with the Flmi& FLA-CAN. ��92 Building Code o � Acceptance No tor~ W1 . 2oat,r'A 7 v m a u 056 _- TYP. Ify, a r f< , .. drowing no. i ;• ..�, Dade uct ntrel • Fes--2.357 �211 4 W1 2-40 a FRAME SILL sheet 4 of D4 U l 1/8" HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS o 090" Interlayer 090" Interloyer Cy Butacite PVB Butacite PVB By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' O 1/8" HEAT STREN'D. GLASS 3/18" NEAT STREN'D. GLASS SILICONE SILICONE 0C p z DOW CORNING 899 z is DOW CORNING 899 v 26 26 c pIL at t4 s m a&aM8 344�0 SETTING BLOCKS AT LAM. GLASS Lu z y $r NOGLAZING OD. FOR TCH IG BEAD LEG THS O 38" ONLY. covf S CLEAR BLOCKS Q W si GLASS TYPE 'GI' GLASS TYPE 'G2' � N v J 1/8" TEMP. GLASS o to 5/18° AIR SPACE g U) °aS 1/8" HEAT STREN'D. GLASS W 090" Interlayer F- Li Saflex Clear And Color Glass �'' (nw LC By 'Eastman Chemical Co.' In x Co 1/8" HEAT STREN'D. GLASS r- 3 r7 0 0 oM in SILICONE z m DOW CORNING 899 Z -LL 00 8 3 z� N 26 METAL STEEL o 0 ,d J _ rn 15/ 8 g Li W 0-17- SILICONE 7 tW- l SERIES 600 1i t 35 SILICONE ALUMINUM OUTSWING ENTRANCE DOOR / SINGLE X AND DOUBLE XX LEAF DOORS SEE SHEET 2. SETTING BLOCKS ATI LEG LAM. GLASS o ( } { } NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS STAND ALONE-SINGLE SIDELITE SEE SHEET 3. �~� ow o W SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. GLASS TYPE `G3' L M .2 Ic LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL o a a APPLY TO ENTIRE SYSTEM. PRODUC f REVISED t ss comptylsg wilt tic Florida b"'=C04is-6La. t3 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION AcceptweNo RESISTANCE IS REQUIRED. P.aricMloa D0it s 20 e,1 _ i!1 N O to o rG lV N k THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IVl l etCadval > REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY.•• ••; ; ; • ; ; •• OL c a m v HURRICANE ZONE (HVHZ). •. .: .•: : : :.: •. IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • _ TO TRANSFER LOADS TO THE STRUCTURE. Engr. JAVAD AHMAD I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHOjiS ... ... . . C►VIL N a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR;SIUCt�O. 0 0 SHUTTERS ARE NOT REQUIRED. PLA. PE 70592 0 C.A.N. 3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AR!• • • '• • • 3 NOT PART OF THIS APPROVAL. $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. As4 2015 drawing no. see 0 0:6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ; ; ;�; COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • • • • • • • • 2—Q8 REQUIREMENTS OF THE FLORIDA BLDG. CODE. •:• �: 0 see 0 �0 sheet 1 of 0 V0 39 3/4" MAX. 76" MAX. 37 3/16" MAX. M o FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD & SILL ANCHORS 0 AT STILE ENDS X 12' (4) AT 3" O.C. A MAX. iL 5" MAX. HEAD 5' MAX. ' 5" MAX. a 0 G HEAD/SILL A SILL HEAD/SILL /� ��_ _` SILL HEADDRIVERS F SILL SILL G v CORNERS CORNERS I. C ~ � N C =--Y1� -- C -- — \ II Q 3 u. Z /�� LOCK OPTIONS / jj LOCK OPTIONS ii J a / 111, I #1 OR #2 / I I #1 OR #2 II (OPTION 2 SHOWN) 11 (OPTION 2 sH SEE SHEET 7.1 F- - SEE SHEET 7. w it FOR DESCRIPTION s / �yI FOR DESCRIPTIO! N w m El m a I I G3 ao ao d -All gmg a y�/ gg � U o a0 = M = n 0 11�/ oQ = M Y O / �y ��. a Q `� anp { �o tp J II /� m 41 to ` i ��, N as is 4 I( c`� W � -- 1f ----U---- ® / o —_ — J1__ -- C> us -' =— up 01 La M \II \ If / --- II --- N W --__ U �00 00 II \ II \ / II to;; N /CB p C an J popµ Z li m ACTIVE 1 Mo INACTIVE I ACTIVE Z�j rn H U d � .. to �a r U rw SURFACE APPLIED " m SURFACE APPLIED m z SURFACE APPLIED 32 3/4' d z N W FALSE MUNTINS OR 26 15/18 dg a FALSE MUNTINS OR 26 15/18" 26 15/16" d ui FALSE MUNTINS OR DECORATIVE GRILL o io ' DECORATIVE GRILL D.L. OPG. t° D.L. OPG. tO v DECORATIVE GRILL O.L. OPG. D.L. OPG. v MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37' MAX. LEAF WIDTH LEAF WIDTH x) (0) STAND ALONE SINGLE SIDELITE °a o SEE SHEET 3 FOR CAPACITY C w DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF g a SINGLE DOORS (X) DOUBLE (XX) 10 °�a ' DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS MODUC P It"ISEA FRAME LEAF FRAME FRAME LEAF FRAME "ccuplyMg wilk fbe RlarWh M a �A J IXT.(+) INT-(-) EXT.(+) INT.(-) l WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT yiog Carlo 39-3/4" 37' 98' 70.0 75.0 78' 37' 98' 70.0 75.0 Aecsp�e 31 J� 0 0 0 •• ••• • • . . . • Lute2 cam v •• ••• •• • • • •• GLASS D.L.O. DIMS. 7 of _ Engn JAVAD AHMAD +� u D.L.O. HEIGHT =,FR"E HEaJT 11.17y5" CML i w D.L.O. WIDTH % Q001?S) = 9RAVEMIDI}I @.-:1;.813" FIA. PE �70592 0 D.L.O. WIDTH (X9a300RSJ =:4FI;A4E6W1n *j--:22.125-)/2CA.N. 538 ti., a .. .. Li NOTE: 042015 ... ... GLASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: ;•; BASED ON ASTM E1300-09 (3 SEC. GUSTS) W1 2--08 EGRESS REQUIRWEW•1P :3I; RWIEVJ�D•; AND FLORIDA BUILDING COMMISSION BY BUILDING OFFIVAL. ••• DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of Q O DESIGN LOAD CAPACITY - PSF 148° MAX. ccoo DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH 1; 0 STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD & SILL ANCHORS N SIDELITE SIDELITEySIDELITE SIDELITE WITHOUT WITH AT STILE ENDS ao FRAME FRAME FRAME FRAME (4) AT 3" O.C. 0 0 CLUSTER OF i- In WIDTH HEIGHT REINFORCING WIDTH HEIGHT REINFORCING REINFORCING 6" (4) ANCHORS 12" iZ INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL MAX tv n- 3- 0. 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5 MAX. HEAD O 0 U 30 70.0 75.0 30 70.0 75.0 70.0 75.0 EAD/SiLLCORNRS F A � SILL ---��\ Q d a. 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 Q. f� LL 37 70.0 75.0 37 70.0 75.0 70.0 75.0 t t- - 0 4 ti 42 81.7 66.1 42 61.7 86.1 61.7 66.1 / t I p M 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I I i i / I t \ 0'a > a °o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 111 I t / i 1 \ 0 4 I`C 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 0 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 H i i I J OO 30 69.8 69.8 30 69.8 69.8 70.0 75.0 92 92 t9 36 64.1 64.1 36 64.1 64.1 70.0 75.0 w \ 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w t� (t . / i i��' i 1 °D (Y�' °o n. g m g cv 24 63.3 63 3 24 63.3 63.3 70.0 T5.0 00 a1 =�i ^� �� _�.! 30 57.8 57.8 30 57.8 57.8 70.0 75.0 ao -S I( t F I I o, o oo� ^-I to 98 98 °� o _-_JL_---- ---_J3-_-__ I I 00 36 53.1 53.1 36 53.1 53.1 70.0 75.0 }9 -----IT ---- \`---Tt-�- I 1 -� / 0 °0 37 52.4 52.4 37 52.4 52.4 70.0 75.0 REINFORCING LOCK OPAO S AS READ. I t 1 I I1 OR/ 2 SEE CHART -__��_=__ ___ ___= 1 I c� � I I I I\ I I (0 1 S 0 ) 2 Woo II II I I SE SHEET .1 f I \\ DESCRI 0 r� N G B o 0 0n � \ J 12 Z g� OD INACTIVE t I ACTIVE �J v cn O r 39-3/4" MAX. (SINGLE) 0°�`' I�! W CD 2 76" MAX. (DOUBLE) SURFACE APPLIED 32 3/4' 26 15/16" 26 15/16' z N SINGLE SIDELITE WIDTH SIDELITE WIDTH FALSE MUNTINS OR�I� j �o DOOR FRAME WIDTH DECORATIVE GRILL O.L. OPG. D.L. OPG. D.L. OPG. tO L) MAY BE USED 37" PRODUC f REVISED NOTE: LEAF WIDTH n complylog with the Florist, FOR DOORS CAPACITIES SEE SHEET 2. hww1l"gCO�' 0 3 FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) Accepbece No 1 O G • - - -- 76' MAX (DOUBLE) EfpletNfOtt Ilett [r2- MAX. I $ a -- LOWER VALUES FROM DOOR OR SIDELITE CHART MAX WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH �sk..�t a po (OXXo) III�t�tC•I�I � Rl UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 GLASS D.L.O. DIMS. O p cmv o 0 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" .. ... ., m . . . . . . . . -,v cam v D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438' . . .. . •. ••• .• • • • •• [!2 o Engr. JAVAO AHMAD..• .. ••• ••• •.• CML• • • • AN. 358592 •• • • • • • • •• • • •• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE .•. .•• ' BASED ON ASTM E1300-09 (3 SEC. GUSTS) hQ 4 2.015 drawing no. AND FLORIDA BUILDING COMMISSION W12-08 •. " DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of 9 PROPERLY SECURED 2BY WOOD BUCK V U 9/16- MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK OR w THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE o PENETRATION FOR SPACING `; n e- EDGE DIST. SEE NOTE SHEET 1 SMErAL TRUCTURE N EDGE D$. EDGE DIST. Ojjf IL ZOE a. LtC;.�J 0 O� O Q v U o a o a 25 1 1 - N - � 8 1 I 1 = I 1 rn +n rn w yr AO 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 1 1 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS q Q C FOR SPACING FOR SPACING FOR SPACING O °� a 7 a ° ► I -----------_--------, w k1i I I MIAMI—DADE COUNTY APPROVED 1I 1�CLIPPED MULLION �I J 2 1�SEE SEPARATE N Awam � II It -- -----_�� V o J 0 o J v g o GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS }- W v_ FOR SPACING U) �ap a _ D a a` 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS g j N OVMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �' 0 0� I "\' o W THEM TO THE BUILDING STRUCTURE. Z 7� —ui TYPICAL ANCHORS: SEE ELEV. FOR SPACING O 0 —a 1/A" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI) W cn: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY PRODUC P REVISED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) complying with!kt Flxrldu 0 a 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) hobnail AmpUnce No, IS•.�(,0;,� DIRECTLY INTO CONC. OR MASONRY Kvk*1l�Date _ g 15 R a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 t • "~'" �- 7A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) j #14 SO 08 SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c °' N N 33 I o pN o 0 B I I 28 2 •• ••• • 14TQ M91AL STRUCTURES � 0 0 8' 8 t I ••� :SfAL:: 1/8" THK. MIN. (Fy = 36 KSI MIN.) m a m v 1 •• •� 11.0 0 11Af O�INOM : 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILS 25 ► I ,� En •• ••• • (STEED IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N � Engr. JAVAD AMMO +1 s o J ••• •••TYPIOAL EDGE DISTANCE CML N ..:::�:. • • • • • •IN,Td / as PE 70592 o r� •• •COMC:2ETE AND MASONRY = 2-1 2 MIN. N. 538 ••' VV ••*INTO JOW STRUCTURE = 1" MIN. � o ° • a' o INTO METAL STRUCTURE = 3/4" MIN. .�- U 4 Mb Li_ TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS • • • 0ob AT•HEAD OR JAMBS SG = 0.55 MIN. drawing no. 1/2" MIN• FOR SPACING IONtRETC AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. PENETRATION • ••:• :• •:• •:• • I.-WALLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 2-08 sheet 4 of g O 1/4' MAX. C CONCEALED FLUSH BOLTS `�J 1/SHIMS o SHIM LEVERS AT STILE FACE 1 3 18Y 04 TYPICAL ANCHORS :o WOOD BUCK Z SEE m FOR SPACING G i 6 ACTIVE LEAF o H a 26 O O O Ld c - --- o�► TYPICAL ANCHORS C o } ` w FOR SPACING wSEE ao� a . 23 •o•�"• � �� 25 EXTERIOR ° .0 6 77777 19 9 D.L.O. _ •LL.'1 �m S METAL STRUCTUREtz9 m SEE SPEC SHEET 4 37" LOCK OPTIONS W LEAF WIDTH #1 OR #2 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 a FOR DESCRIPTION 1/4" MAX. U o SHIM v J 1/4" MAX•' : a J 0000 a o N SHIM CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS 2BY WOOD 8ij6K a W M " •' 3 LEVERS AT INSIDE FACE OFSTILE L/ LU TYPICAL ANCHORS LEVERS AT STItE FACE OR SEE ELEV`•` WOOD STRU TURF FOR SPACIN16G INACTIVE LEAF ACTIVE IF" EE NOTE HEEL 1 � � aw LL 26 13 26 to M N a' 24 0 o M - • yZ :LL 000 IS s a•' — — _ _ — — — — O O �? W CD �j O W a as a — _ 1 v W Q a W rnm s 4 23 :!• t3 Z5 TYPICAL ANCHORS SEE ELEV. 19 9 D.LO, 11 10 D.L.O. FOR SPACING L cK OPnON2 8 U AF LENOW EXTERIOR sag LEAF WIDTH C cr 33 76" MAX. N a U DOUBLE DOOR FRAME WIDTH a z rc PRODVC P REVISED 2 POINT LOCK ASSEMBLY4 POINT LOCK ASSEMBLY as complying Wilk the Fbrida t►ti ngCedt .I c r in AoaplasceNol ObD g o o a • IuCTIi'E• • • •• ACTIVE LEAF IBapirati•.Date t m vi o • • • • •• • • • • • il~ i L t e ;v =a m v •• ••i ••• ••• ••• •• 26 i�i�r!I�Ta�1 Ce3ia'R1' Engr. JAVAD AHMAD +n U • we was a iui gni CML I i __ _1- '-z 1!_t_ — FLA. PE # 70592 o M •• •�" ,-: :rte."�' - - AN. 3538 • — • • i ;l' n ii iii i it i I ii i ILLU4V •; �,X:l'� ZX�fI� '�� drawing no. • • • • • • • • • W12-08 • •• •• •• DOOR DETAILS ... . . . ... . . LOCK OPTION1 sheet 5 of 9 O DoW TYPICAL ANCHORS SEE ELEVATIONS 1/4' MAX 1/4" MAX. N FOR SPACING EDGE DIST. _ _ SHIM 5 SHIM 1 Z ►• '4 08 WOOD BUCK A''- 1 •" ►• TYPICAL ANCHORSFE a SEE ELEV. ° 4. 2 FOR SPACING 16 O 0 + w r lla/ lf'LiU1 U c. y •: u; 08 4 22 C3 TYPICAL ANCHORS Q 2 w v SEE ELEV. o = 0 FOR SPACING N w w X30 ty 14 EXTERIOR cN� 4 D.L.O. Q ei METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86' HT. 37" AT 98" HT. PRODUCT REVISED MAX. SINGLE SIDEUTE WIDTH U o as�pplylng w�Itl{the Fbrids spiptMira Datc�3{ 8LLI N La g n GLAZING OPTIONS /�\ 18 AS READING C= LqN SEE SHEET 1 ( H ] AT 5 FROM2ENDS00 1/4" SEE SHEET 3 cD N /4" MAX, �/ AND 11" O.C. MAX. S2 $HIM 5 co{ N LL) 5 6 3 0 © on 'd 1 � w aa d4 _J 16 Z � i+- W , 16 o �r z y"w • i W 26 13 w 0Lj d p Wrnm12 rn ' a I _ ' TYPICAL ANCHORS • SEE ELEV. w tn x FOR SPACING 23 o� jr 25 ava D.L.O. 19 9 D.L.O. d' a LEAF WIDTH z 101 76" 4 ,� EXTERIOR 39 3/4" (SINGLE) N ,n , 76" (DOUBLE) °� SIDELITE WIDTH oa N o 0 MAX. DOOR. FRAME WIDTH y o 0 0 2 ••• ••i i i ••• i i ••• G 4 m v •. • •• • • • • • MAX. UNIT FRAME WIDTH o .. . • . • ... . .. ... .. 000 . . .. Engr: JAVAD AHMAD + 2 CMLZn { N • • • • • • • • • • FLA. PE70592 • CAN. 538 • • • • • ••• • •• • • a: n 22 •• • • • • • • ....._._. ... •• • • • 000 • v° v v ......................................a ...........»..._ drawing no. Q' . . . • , , �. 2415 W12_08 EDGE DIST. TYPICAL ANCHORS • • • • • • • • • • SEE ELEVATIONS •;0 ;• ': ••0 0% :' •; [SIDIELITE DETAILS FOR SPACING sheat g of 9 ITEM # PART ' REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w M� 0 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - o I 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 3 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-76 4A E626 - SIDE LITE 9" BOTTOM FRAME 6063-T6 IL N 5 E605 - SIDEUTE FRAME JAMB 6063-T6 O U 6 E606 - SIDEUTE SUP ON JAMB 6D63-T6 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - �' O 7A £625 - LEAF 9" BOTTOM RAIL 6063-T6 0 ti 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 v Qc `{ 9 E609 -- LEAF HINGE STILE 6063-T6 - 0(L Q 10 E610 - LEAF LOCK STILE 6063-T6 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - •0 N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - z H 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - �- 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - J 0 :�. 16 E616 - SNAP COVER 6063-T6 - J j3 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN co w Go 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 v 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. tiJ M 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 � FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. >- UJ LL z I` 00 22 #12 SMS AS REDO. FRAME ASSEMBLY SCREWS 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS "' FH SMS c5 O O M , 24 - - 3/8" DIA. THREADED ROD STEEL - g 0 — I 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z a°0a 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM $ Z 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 0 d 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. ` W -w g W a):x 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - I BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOlWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETEJ80±5 0U 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6' FROM EACH END, OUROMETE9 N o 0 0. 8pp L iL W SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N v PRouuc r uzv>tM = dN as co>�Ioft wim the fWr3& o o H C! Rp N O C O .. ... .. Ne1 -oba •bowles Codet �0o • • • • • • • • • L C 4 m U • •• • • • • ••• • •• ••• •• • • • •• lk .� a Engn JAVAD AHMAD IY)ilfiT mdectcowd ,:� a _o • ••• ••• • • • CML cv • • • • • • • • • • FLA. PE 70592 o r� a: • • • • • • • • • • C N. 8 5i a •• • • • • • • •• • • • •• •• • • • • • •• • • • •• • vq $ v` 5 ... . . . . ... . . drawing no. : :•: . EP 4 2.015 W12--08 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . sheet 7 0 U LOCKS: ��I■I co OPTION 111: OPTION 92.; N ACTIVE LEAF: ACTIVE LEAF: Z 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE 01- cecpp J (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON N 0. AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM 9p U THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODSd LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC. 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE � O a 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM rlti 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS 0'& M o HEAD AND FRAME SILL INACTIVE LEAF: 0 a ¢n srt THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' Q °�I`'" LOCK LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL G. 0 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q }' H e a OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM V• Z tai LOCK FASTENED TO STILE WITH (2) J8--32 X 1/2" FH MS Q 3 U o C> opo LLj U) W ti N U) CD I N 0 0 pM � LO PRODUC f REVISED Z ter, ao as eowopwn;with The Florida oo 3 Z n 1R Ubt:� Lu W LLI F ACTIVE I INACTIVE I I ACTIVE ACTIVE INACTIVE ACTIVE lk t' 1w � Cwted La t) v o -a rc ix p n o 0 • • • • • • • • • ED ro 4 m V • •• • • • • ••• • HINGES •• ••• •• •• N Engr. JAM AHMAD N1 D o 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE ••• • • • • ••• ••• ••• CIVIL N \ PART #FD-107 BY SULLIVAN & ASSOC. . • • . . • • • • • FIA PE 70592 a 3 HINGES PER LEAF • :• • • • • CA 8 .. a BOTTOM HINGE AT 10-1/4" FROM BOTTOM •• •• ° ° L TOP HINGE AT 11-3/4" FROM TOP v ° CENTER HINGE AT MIDSPAN (38" O.C. MAX.) C� Q�r1 HINGES FASTENED WITH #10 X 1- FH SMS ••• ••• drawing n0. (5) SCREWS AT HINGE STILE • • ••• • • • • W1 2-0$ (6) SCREWS AT FRAME JAMB ••• • • • ••• • • sheet 7,l of 9 4.000 1.750 1 1 w A78 1 519 .394 .130 /�� o t `y I 625 .803 .045 .803 .050 .803 .045 Z ti i I / 1.625 4.031078 1.047 1.047 t� 1.172 Imo- H j 4.750 C e o Fes-2.0$2 Q M v t4 GLAZING BEAD 14A GLAZING BEAD 15 GLAZING BEAD Q a 5/16" GLASS 7/16' GLASS INSUL GLASS a 1 DOOR FRAME HEAD/SILL 0 t ti 1.507 V fl 4.000---�{ t.5a7� Q a a C 7 LEAF TOP/BOTTOM RAIL °� a a 3 1.625 4.719 IL .,W 11 a7s to a 078 3.719 a 4.781 078 1.750 1.507 8.250 1.500 J iA 7.531 312 o .n 4.a0o p � g Ui � LEAF HINGE STILE o62 F I PROAIICr�lmsm � I . 09su 4w1uptjd«s;with Iht`FlArl" Lt! u 1.507 �I 5.344 humax CO&u -� �' - t�iJ -1.750- 4000 s LEAF W'STRIP ADAPTER Ate* �-`� }} r � t Dots � in �o0 O4 N 1�k.. 3i o;; agi .094 Aol C""d o Q p e`1 vNi SIDELfTE TOP & BOTTOM FRAME 0 - vs {{ 1.75at_1.750� Z 2.081 1.507 .312 .442 }- 329 8 Z ,l j A78 .078 7A 9" BOTTOM RAIL 12 1.584 0 O w IN W asm 1.812-! to LEAF LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET .750 281 2 FRAME COVER 5.344 .078 -�{ 375 W .687 I 'A FMA N 125 1.750 2.081 1.574 125 - 3.781 - .050 1.197 1.507 W W W 3.719 078 N m0 0 .154 l z z kms----4.000 t3 LEAF CLAMP is SNAP COVER tt LEAF ASTRAGAL STILE 9.a00 HINGE BACK-UP PLATE N 8.281 t8 0 Q N O O 1.500 r, 0-.719..• • • • • • • 1.250 625 ; ••; ; ; ; ; 719 SIDELITE MULLION REINFORCING •• ••• •• • • • • N =_ .078 Engr. JAVAD AHMAa ••• ••• • • • CML j 4Aafl 4.600 • FLA. PE 73592 a TT • • • • • • •• • 4.188 C.A.N. 538 • •• �• •• ••• •• 1.825 L U .078 2.097 . : : • : • 4.000 { fl781.507 • • ASEI1r drawing no. . :0 .. .. . wl 2-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB sheet 8 of 79DI 0 ' 22 22 03 0 22 N Z AAA�fff j Tt,Y Q, CL IL 0 IL 0 a v J � � J a (n 0003 U � d DOOR FRAME CORNER } w z N Moo Y Ql SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER So p o n Z c Z� o to w O d ._.I W ,W , W 0).m PRODUCrREVISED as t s o th tlw Mod& Me SON Q O j'Z t U N III 1 Dy) III I IIII III I IIJII tu--� IIIA Ul N rtf C N O O � fl pWH .m O O O •ee 000 0 0• • • • • • • •00 N O a m U Engr. JAVAD AIiW t Q M • .. •.• • • • Ml i co • • • • • • • • • FLA. # 70592 o m • • i • i i i • •i i i C.A. 3538 • •• •• • • • • . Li o a •.• • • • • •.• • 2015 • . • • • . • drawing no. • . . . . . . . . W12-0 . .. .. . . . .. .. LEAF CORNER ••• ••• • sheet 9 of:g:), 72" 1W 11" (2) ANCHORS AT MTG. STILE ENDS TYP. WINDOW WIDTH �� w WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS N MARKED WITH ' ' ON SHEET 2 ONLY I 10 5/8" MAX. 4" 3 1/2- MAX. 4" as 3 1/2" MAX. HEAD/SILL 3" m 8 3 HEAD/SILL q 3" HEAD/SILL A CORNERS ° o CORNERS 3 _ `` ;n v CORNERS 3 ---� _ �n v go IL N a 1 e /1 1 o a � � U o � I� �I 1� �I Ij jl Ij jl Q R ei !E 4 II II D II II E � 4 i� f. �I D I� Ir f II IIIt 4 ! 1 1 I I 4 i 4 I i i/ i� i/ g �° `ym��ago 0 C =--j1�•L1� —=j1��1 =_ ° = M T nC --Ir-.,-T�i - Ir-�-rl � $ 4 - Ir -rl --Ir- -�i a �i i� z it li it I� J c t� II B �I II II II B it I� II � 3 3 � J 8ryi HL ` i ` J ui FALSE MUNTINS 31 1/4- 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L bPG. D.L OPG. MAY BE USED D.L. OPG. D.L. OPG. N 35 3/8" 36 7/6" ECO—GUARD SERIES--200 N u W 00 VENT WIDTH VENT WIDTH N� TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING WINDOW s to M N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER g O 0 n CHARTS SHOWN ON SHEETS 2. Z ti is THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE z SHUTTERS ARE NOT REQUIRED, TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O tr_j �• EXTERIOR PLY OF GLASS TYPE �C� MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o V Y w MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LU o) LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'�GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a a W HURRICANE ZONE (HVHZ). o o 090' Interlayer 090" Interlayer 090" Interlayer p ^' z H Butocits PVB Sent las WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER w o 0 0 � Butacite PUB By Kuraray America, Inc.' Kurara America. Inc.' OADS TO THE STRUCTURE. g o c ' l gY � Y I � By Kuraray America, Inc. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS " o a a 1/8 HEAT STREN D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 a DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. W N v GE SCS 2000 GE SCS 2000 w ST. STEEL c n N m •i. z m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o N n i • • �I SILICONE g o 0 0 0 �i �f .I ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE, '` to II •• •i°� • • i• I .I DOW 899 1 I C ¢ m V o m 22 i .i •. ...� 2. ..I I 22 I: i i. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ami �i �i rn t� i r ,I it REQUIREMENTS OF THE FLORIDA BUILDING CODE. i r i Il II 23 ••• • • • • •• • 23 j I I 23 1 I Engr. JAVAD AHMAD PRODUCT REVISED �y .I • • • • loll • CML • •: :• • .. . . : I I FLA. PE 70 2 Bs complying with amFlorld� N °. . . . Building Code CAN. 5 10 10 0 .9 Acccplancc No �° ►. d m T 29 irBtionDate. Qiq t] AT 1/4 POINTS I5j*LIjES ; ; ';' ' l<T 1/4 POINTS ON LITES TAT1 4 POINTS SETTING BLOCKS AT By 29 ... .29 " / drawin no. WIDER THAN 36" QNLI; • AIDER THAN 36 ONLY so es SIZES LAM. GLASS AND INSUL. LAM. GLASS Niiam'Dade Product Canty 9 GLASS TYPE `A' •'• '• o• •r on TYPE 'B' GLASS TYPE 'C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2015 IJi/09-12 (;T.A7.TN(: OPTTONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) ,0�,, W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/0 REINF. WITH REINF. N GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE o WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' Z J WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) N z 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 Qr Q I 37" 26" 4~ 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" �3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 (L p O 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 11 1" 12 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 80.0 80.0 90.0 70.0 80.0 d 2 � v 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 �► 38-3/8" 38-3/8" � C w 26-1/2" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (4) 12 - - 80.0 90.0 70.0 80.0 O a 37" 38-3/8' 4 70.0 80.0 80.0 90.0 70.0 80.0 11 1' 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 8 (4) 6 0 80.0 80.0 90.0 70.0 80.0 9 .0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' a to 0-5j8" 9 70.10 80.0 80.0 90.0 70.0 80.10 74" 8 70. B :0 80.0 90.0 70.0 80.0 106-1/4 (5) 2 70.0 80.0 80.0 90.0 74.0 80.0 (5) Q fl 26-1/2" 4 70.0 .0 80.0 90.0 70.0 80.Q 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 9 7Q.0 70.0 80.0 90.0 70.0 Sd.O Q w 3 U 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6* 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 LL 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111" {6) 12 70.0 70.0 80.0 80.4�` 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q W Zy j 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 lu ei 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 6 53-1/8" ( ) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.10 $10.0 90.0 70.0 80.0 m (3 74" 8 70.0 70.0 80.0 80.4�` 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 J 24" 4 70.0 80.0 80.0 90.0 70.0 810.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 5 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.10 90.0 70.0 80.Q a U) 48" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.10 90.0 70.0 80.0 a w M 6Q" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 � N 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 >- Ld LZ 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 710.0 80.0 80.0 90.0 70.0 80.0 72" 60" g 70.0 70.0 80.0 90.0 70.0 80.0 If N v~i r 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 3: rn 48" ��) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 84.0 90.0 70.0 84.0 A = NO. OF ANCHORS PER HEAD & SILL C) O�. 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" s 7a.o 70.o so.o so.o 70.o a4.o ( ) = N0. OF ANCHORS PER JAMB Z co 72" 8 70.0 80.0 80.0 90.4 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 v Z�•- � 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 LJ Od .j � 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6* 70.0 80.0 i U Q J 48" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ``' W cn 60" 6 70.0 80.0 80.0 90.0 70.0 810.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2w) (1/4W) 72" 8 70.0 80.0 80.0 90.0 70.4 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS � !' 36" 4 70.0 80.0 60.0 90.0 70.0 80.0 48" 60' _ x (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 - - - - o < 6o" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) 0 o o 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 ca r r !" OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH m o a A = NO. OF ANCHORS PER HEAD & SILL 7 ( ) = NO. OF ANCHORS PER JAMS v z o 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF ��l .0 1 1 WITH (4) ANCHORS AT MTG. STILE ENDS NOTE: p • •• OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE > S s o 0 . . • • •• • • • • • v o a m v o w • •• ••• BASED ON ASTM E1300-09 (3 SEC. GUSTS) c •.• ••0 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 • ••• ••• • • • Engr: JAVAD AHMAD t o • • • • PRODUCT REVISED ' • • • • • • • • • CML a id L • • • • •. • . FLA. PE # 70592 as complying with the Florida c , _ • •• •• 000 • 000 C.A.M. 3536 Bnildmg Code o • •• Acccplance No 15'a m LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex1FalionDlate �� ... . . . . ... . FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 2q 913y 'XO OR I)X': :': . FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Aai i adeProduct drawing no. • •• •• • • " " SEE SHEET 3 FOR DETAIL. W09-12 ... . . . ... . . �- sheet Qof 7 TYPICAL ANCHORS SEE EL£V. 1 BYw EDDIST. WOOD BUCK FOR SPACING METAL lOQO W M h� joSTRUCTURE £pGFMIAMI—DAD£ COUNTY APPROVED da 0 W ZMULLION & MULLION ANCHORS a n • SEE SEPARATE NOA zoEDGE DIST �o c o CL in C 0 I _N0Ui 9TYPICAL ANCHORS TYPICAL ANCHORS 0: (a'' ' '' ' •' SEE ELEV. SEE ELEV. TYPICAL ANCHORS �O Lr SEE ELEV. Ita FOR SPACING FOR SPACING FOR SPACING Z Vl + _ Q W ti F- II WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ' I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II II + , AND TRANSFER THEM TO THE BUILDING STRUCTURE. .=9�.. J 0 I I' J I co it +' II I tl co WEEPHOLES: 7ND TYPICAL ANCHORS: SEE ELEV. FOR SPACINGwW1 = 3/8" X 2-1/4" WEEPHOLES AT EACH E114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) WAND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = V)0 ' I' I ' SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o a' _ THRU 1 BY BUCKS INTO CONC. OR MASONRY S co r$ W ALL JOINTS AND FRAME CONNECTIONS SEALED O o"� 8 o 1- I. I '1 1-1 4" MIN. EMBED INTO CONCRETE HEAD SILL `i I W JOINT SEALER. / ( / ) z W > L3 d �J 1-1/4 MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) _ZL,,. DIRECTLY INTO CONC. OR MASONRY '� z o ,I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O '3 a 1-1/4"" -MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W W 6: II X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I ,I INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES In N In STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ___ALUMINOM : 1/8" THK. MIN. (6063-T5 MIN.) c N Q N 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,,� o 0 o 0 v P ff r O TYPICAL EDGE DISTANCE � INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 En a m INTO WOOD STRUCTURE = 1" MIN. (n INTO METAL STRUCTURE = 3/4" MIN. N ", v �, ••• • • • • •13•• M� W —9- (n WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. N o 0 0 0 0 0 • •• !• ZI w o a 3 W _ = CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Loa o W • ••• 3: ••• N N �' rn C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. 0 • a •b• •. • • • Engr- JAVCAD AHMAO ' =n n PItODUC7'REVISED N • •- Sa•. • '• • �' as complying with the Flarida N _ •• •• •- ' • • • 4• • e. FLA. PE 70592 • •• .o I • •. • - • • Q I CAN. 538 Building COde 0 D • • �� g t . _ ••v-n -v .. - - - Acceptant INTO f o O ' •d _ .. °_. 4 n. N - P' V 4. e/�n EY iratio Date v v v O Q Q 0 2m 4 • I • •i•TYQICAL ANCHORS I ' TYPICAL ANCHORS Dy I a .. . . ... v. i BY SEE ELEV. drawing no. a SE F�LEb'. I Mi f ade Product�CW ••• : FO • WOOD BUCK FOR SPACING c W1 STING . ... . W09-12 EDGE DIST. J EDGE DIST. sheet of 7 1/4' MAX. V V 1/4- MAX SHIMS N a a a I SHIM C 8 D 7 E 5 w BY eucKs Z � 210 17 'TYPICAL ANCHORS f � � a TYPICAL ANCHORS ° SEE ELEV. I SEE ELEV. - - o." FOR SPACING Q C o FOR SPACING - _ __-__ 25 . 0 U _ - - - 23 _ ltd- N 17 20 1 i f 4" -----SCREEN OPT. --- _ _ - _ _ _ - - - -_ Q fir C 0,: y w 20 27_ W 4 h a A 00 0 6 17 Q �0 IN 4 STEEL REINFORCING 11 12 ? W b1.: o METAL AS REOD. a 7 STRUCTURE SEE SHEET 2 FOR CAPACITY ZZ a WINDOW WIDTH Q W XO LAYOUT J 1 VENT WIDTH VENT WIDTH SHIMS _J 1/4- MAX. SHIM D.L. OPG. D.L. OPG. z 1BY � W N C D WOOD BUCKS & W M 2 a 8 7 � F- v 17 TYPICAL ANCHORS = } W Lt m ' SEE ELEV. N 1 00 FOR SPACING U) 0 25 o _ ZZ-39 - - - _ to -i auo X 03 Z ALL 00 17 20 1 1/:4:- Z}" u W r7 _ OP" � ----SCREEN OPT -SCREEN . -------- 0 LL, � v 2027 W 0) `1' 11 12 D.L. OPG. STEEL REINFORCING v m AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH o a w L _ o TYPICAL ANCHORS XOX LAYOUTo N SEE ELEV. $ FOR SPACING L �� "` yyyo as CL Ot1 MIAMI-oADE COUNTY 10K 2 APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING v r riI .-- fV VI Q •• ••• • • • • • •• '0N v N r • • •• • • • • • •• • • • • ••• � O e[ m U d W 0. • • • • • • • Of O • ••• ••• • • • - _ - --= Engn JAVAD AHMAD u o • • • • • • • • • PRODUCT REVISED N 0.: • • • • • • • CIVIL as complying with the Florida Of • • • • • • • • • FLA. PE # 70592 a • -•- - _ _ G A.N. 3538 Building Code •• •• •• ••• Acceptance No 409; ----SCREEN OPExpiration Date p Ia Ia :.: : : • 1U 2015 Miam' ad0PodudCoa drawing no. . .. .. . . . . . .. ••• • • ••• • • WINDOW WIDTH WINDOW WIDTH W09-12sheet4 of 7 0 U EDGE 01ST. METAL STRUCTURE r TYPICAL ANCHORS EDGE MIAMI--DADE COUNTY APPROVED 0) SEE ELEV. DIST. MULLION & MULLION ANCHORS Z h e , - ( FOR SPACING SEE SEPARATE NOA Q g, a' ` , z EDGE o I 01ST. d nal o28 rf ALT. p aain rl � °. 0 TYPICAL ANCHORS TYPICAL ANCHORS Q w SEE ELEV. SEE ELEV. LL Z sR- FOR SPACING FOR SPACING J 0 Q j J c J I to CD (n & W M o to z >- W tt W 00 O N 0 o o JI 1/4- MAX. ALT. g Z s SHIMS 28 pa � o � TYPICAL ANCHORS i U W -J SEE ELEV. W W rn ' FOR SPACING d 1 1/4" ai ai � in N TYPICAL ANCHORS W W m o SEE ELEV, FOR SPACING a s o d v z z Z Z 7 Ol N :2 st f) •• ••• • • • •• 0 c, r ALT. • •• • • • •• • t cam - aw • • • • •• • •� INSTALLATION DETAILS `PITH FLUSH FRAME ADAPTER Engr. JAVAO AHt�+Ao pRODUCTREVISGD � a • • • .•..•..•. CMLj� N . . . ... .. as complying with the Florida N FLA. PE 70582 Building Code � • • • • • • CA . 3538 g p P Acceptance No d a Ex (ration Dale1. 1� y •�•pf, By • • I • • • P. > P •' n• .d • .. . t�U 0 2015 Miami drawing no. .. .. . . .. .. W09-12 ... . . . ... . . EDGE DIST. (sheet--=rj 2.750 �1 067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 �- 3/16" 1., 2 FY202 1 FRAME SILL 6063-T6 - o 500 .71 - j _ 3 FY203 1 SILL TRACK INSERT 6063-T6 qh � 813 1.434 N N 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - 0 n [06.2 � � 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - Q 0621'718 I 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - A; IL O 3.249 1140 �! J v v 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 = a 8 FY206 1/ VENT JAMB STILE 6063-T6 I� a IL 7i- O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q 't .8113 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - v r'-I 2.095M 519 130 0 a ¢ WA OA FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - �' S 1.250 11 - AS REQD. REINFORCING BAR STEEL - D `� L1.140-1-1.610 T- C o$1- '719 .045 803 .045 •803 12 - AS REQD. REINFORCING BAR STEEL - at W ¢---- 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. Q W �+.L O FRAME HEAD I - W to o 2.246 �J 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELLON Z Lo 1.140 062 1.047 1.047 15 FY209 2/ VENT ROLLER BRASS - Q ri J 1.1401.610 219 10 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X r AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS U o 813 19 W23181 AS REQD. FIN SEAL W�STRIPPING - ULTRAFAS J US JAMB STILE 20 030OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 z 0 2.063- 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 `� W M 3.876 F1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 1- N w 2.501 078 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. S- � CC 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS N Irjy CO 1.E06521 � O1 1.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS g MN 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL `i 0 O 500 L1.344 in 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z_ t; go 29 - 2/ LITE SETTING BLOCK EPQM DUROMETER 80±5 SHORE A ,n 4� 2.750 � M 7� MEETING RAIL 0 v Urn�2 FRAME SILL W W 2.188 1.314 U 0 U 250 1.422 1.2020 a n .340 .3fi2 Pq 062 � m 4 0 .062 41 ~ goY 1.375 pa O3 SILL TRACK �x co FIXED MTG. RAIL 500 1.187 1 -I .750Go Do • • 10 • • • • • > o 0 0 0 • • •• • • • • • � O a m v o w • •• • •Qp7 • F C 062 ••• ••• • . i • • • •• • • • •• � a 2.750 2.$1; •• 2. 14?0 • • •2.750 Engr. JAVAD AHMAD PRODUCT REVISED • • • • • . 2.688 CML as complying with She t<loridct •i i • i • • i i FLA. PE # 70592 Building Cbde o _ • • •• • • • • .062 1 • • . • • • C N. 3538 Acceptance Nc ''fl 8 fl A �T E% sration Date jR v x 500 69 BY v u • • • • �► t.874. 992 611 ,ita l3sda Product Cont, drawirtg no. 1687 •• 1.6ti8 i f L W09-1 2 O4 MOV. FRAME JAMB a FIXED FRAME JAMB 2$ FLUSH FRAME ADAPTER sheet 6 of 7 Vo U 17 17 W I rn 0 Z % ° Lu ► IMa.� ► I / M U /- � a IL 0 0. M 4 t� 00 a W j aM J `r' I FRAME TOP CORNER00 C) vi °Q LO & W M VENT TOP/80TTOM CORNERS o } w V) �roo, O0 c In N Q � 1`14 No vi O �a !2, U w �+ w W rn� N 4t NIt. C ir- F= 42Z - n CL 1 T UU U U D z z z z M �i Vi . • • . . . • •j O O o 0 • •. . • • . . O O ¢ m o o w O • •.• •.• • Engr: JAVAD AHMAD PRODUCT REVISED N n o • • • • • • • .00 CIVIL As complyingwith the Florida FRAMEFRAME BOTTOM 92 •.� i • i • �.� i Buildinoe o _ • •• •• • • • • • C A E. 3538 •• • • • •• . AcCeplancc IVa j a � m � Lis iration Date l ro U 18 • • • • • • . •.. • • . � � ��1NE drawing no. .. . . •• .. /` W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7