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WS-14-1772,.� � L°1 J10 I 1 10 1 I\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type:UILDI[G 10, FBC 20 (() Permit No - I Master Permit N ROOFING JOB ADDRESS: (-) K3w J iL�-' 6`T" City: Miami Shores County: Miami Dade Zip: 33 l 67 Folio/Parcel#: 11-013(0- o V 3- b 6 34'1 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): C_U C Pl if (C a C Phone#:_ 305 Address: t 7 t\! 1 <O ST City: m (f m l s o State: f_4X4 P414 Tenant/I.essee Name: Lb Phone#: Email: CONTRACTOR: CompanyName:'ML W51 -"C DeiW Al 'S3C1.5 Phone#: & ®tel Address: a6CLO Curn0EU{j\,;0 City: nm.1'k� Qualifier Name: 5 t 6- 6p� Zip: a"32fi Phone#: Q Li -- 3311— State Certification or Registration #: 0-9 C n u0 S 5V Certificate of Competency #: Contact Phone#: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ (o ^1 �J Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ONew ORepair/Replace ODemolition Description of Work: 5W_41 're - %/1gi'(4(t.l}'f 3 l (0 Wt l (L(1..4 C4k Cj P , Color thru file: Submittal Fee $ S® ', Permit Fee $ ��V.- OD CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ P- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. , a ertified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs ZXynfeSw91be jays after t building permit is issued. In the absence of such posted notice, the inspection will not be approved and a charged. Signature a or Agent - Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of G✓� r , 20 � by 1y6 P V f day of LI�.tS7 , 20 l�-(, by iE who is personally known to me or who has produced � o is person known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: my APPROVED BY M BURNETT EXPIRES December 08, 2015 Plans Examiner Structural Review as identification and who did take an oath. NOTARY P LIC: Sign: Print: My Commission Vxpire%%— 1—) ,5 - (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007) Zoning Clerk V LIMITED POWER OF ATTORNEY BE IT KNOWN, that L" G PI 6-9A . ("Principal') has made and appointed, and by these presents does make and appoint THD At- HomeServices, In_c, I d/b/a, The Home Depot At Home Services and/or its agent ki ✓I X!G �4 m true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following sgecipc and limited purposes only i To execute any and aU documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose ofainingp permit for home improvements on behalf of the homeowner(s) MJJ��Lf4"s and for the property located at: giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary oto be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand �rl� �.� , 20 1 _�. i Signed, seal d and delivered in the presence of: Witne .,,,rAD Witr STATE OF 41 COUNTY OF 110. day of 1, (-4 L. t.e, a Notary Public in and for the State of Florida, do hereby certify that L. U z - p I ->e Prl%— , who is either O personally known to me, or O who provided as identification, appeared before me this day in person and acknowledged that h /she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN udder my hand and official seal this this 3 day oft 20N My commission expires: Permit Authorization 5-20-08 - LAWRENCE M BURNETT MY COMMISSION a EE959859 EXPIRES December 08, 2015 (407}3880953 FW&N .Wm Permit # Folio 0 � ( �� &J --j e 5 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the following informodon IN Provided In this Notice o4 Commencement: 1. Logan Description of Property: 1 111E(l111161191111111111#1 Heil R1 III I INN 1 !#1#; : CFE`er 2014Rr;: 5 7462 3 01 CR 8k 29273 PR 0137; flpqi MIAND-DADE COUNTY, FLORIDA, LS( PA6E _._ SPBCe reserved Por recmder 91mit Unit 0 Bldg 0 CIL--190Y 1®941 WtWhod Subdivision 1 Condominium: Street Address Nmitable:2. General doseripLion or improvement: S�^'�' j � (_ �•-+� 1 3 a Owner flame and address: L t!i C�7t E(d l °* r b. lertareat In Property 1 ie' i rt (63c1n i e c. Name and address of foo simple Mholder (if other than Owner 4. s. Contractor name and addre +K3 r `ami S b. Contractor's Phone number: a1V �1 :dj A 6%r3a,5 8. a. -Surety name and address: " L IL Surety's Mane number: c. Amount of bond: $ & a. Lender name and address: fi b. Lender's phone number. a. Parsons wthtn the State of Florida designated by Owner uponwhom notleea or otter dogrrrn®rNs m by Sector 713.13(1 Na)7., Florida S sy Ds served as provided Name: Address; b. Phone number: 8 a In addition to himself or herself, to Owner designates b.Phos® number of parson or entity d to reeeft a copy of Licar as News per-Sscttot 71513(1j(b), Flodda , adgnated by owner 9. N*r0on date of nodoe o1 comm mcgumd : (fhe axgratian data Is 1 yew M1om me dais of ma -9 w9eas a ddfenud dws is spm WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST Alp REC09DEP AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT I FINANC 3, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORp1 URN E OF COMMENCEMENT. SSignatu of( owns"i rectodPerbnedNianager By By EMNSM Print Name TMO/O ice �` u Tita/Offlc® STATE OF FLORIDA COUNTY OF BROIMARD The foregoing Instrument wee acknowledged before mo this 7. toy of �� ( Z I By � C � 1 - a �7lndh lh' ar []as �"' —C for �y ❑ Pan�nauy, aP pt tlto typaor 1� b st Signature of Notary Public: Print Name (SEAL) ` LAWRENCE M BURNT RNEn Under penalties of perjury, t declare that ( rego g and�iO� �E93 that She facto e9a4odd In n are true. to the krl go trelleL s$�°8e .a Fxt�'liS t 7139 its3 DeWriber 08, 201 S Signature( erjs) r(sp Aa a rtneNRlmlagerwho a gn allofary's. a . Sy By %40"a* 9ftT1%= - Parka el CWMnWC=M ratiNd 73 07 dm ord i d• rM a '()w"'IFa b r i c 1505 Poinsettia Dr Suite H-3 Delray Beach, FI 33444 Arm Date �' it 1�-{- To:_ ICD I U6- anyr Hurricane Fabric, LLC Is the Dade County Notice Of Acceptance Holder for: PRODUCT Acceptance No. Exp. Date DATE Astroguard 12-1004.02 October/20/2015 AUG I ���� e� d' 11 1"( nY: • 00 0 • ...... ... ...... This letter authorizesltiE t �' •••••• t use the • • • • • • • • a�$t0 above name atm:. following job site: • • • 0• • • • • l �--� W � n S -j` .... .... ...... ...... • • • • • •••••• • • • • W:51,4- M2, Miami Shores Tillage APPROVED ®°d DATE ZONING DEPT BLDG DEPT e� d' 11 1"( SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Thank Scott-Pt7fcell Hurricane Fabric, LLC JOB# 7683317 Build Height 15' THE -HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET Type Of Anchor Specified Name: devallon 1/4 TAPCON Type Of Construction Poured Concrete No. Open. Shutter Type P/ A/ W Shutter Product Approval No Shutter Length or I Spam Vertical Horizontal Opening Size Width Height IN IN Zone Edge Distance Opening Design load + (_ Glass Distance Separation Shutter Mounting Detail Anchor Spacing TOP TRACK Shutter Mounting Detail Anchor Spacing BOTTOM TRACK 1 hurricane 12-1004.02 68 Vertical 70 62 4 3" 40.1 43.4 1 10.2" wall mount 10 wall mount 10 2 hurricane 12-1004.02 70 Vertical 107 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 3 hurricane 12-1004.02 70 Vertical 748 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 4 hurricane 12-1004.02 70 Vertical 45 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 5 hurricane 12-1004.02 70 Vertical 45 64 4 3" 40.1 43.4 6.4" wall mount 10 wall mount 10 6 hurricane 12-1004.02 50 Vertical1 70 44 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 7 hurricane 12-1004.02 99 Vertical 116 93 4 3" 40.1 1 43.4 14.5" wall mount 10 wall mount 1 10 8 hurricane 12-1004.02 1 75 Vertical 55 69 4 3" 40. 1 43.4 1 10.2" wall mount 10 wall mount 10 9 hurricane 12-1004.02 100 Vertical 50 94 4 3" 40.1 1 43.4 19.2" wall mount 8.9 wall mount 8.9 10 hurricane 12-1004.02 60 Vertical 55 54 4 3" 40. 1 43.4 10.2" wall mount 10 wall mount 10 11 hurricane 12-1004.02 55 Vertical 35 49 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 12 hurricane 12-1004.02 70 Vertical 55 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 13 hurricane 12-1004.02 70 1 Vertical 55 64 4 1 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 14 lhurricane 12-1004.02 55 1 Vertical 35 49 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 1 10 15 lhurricane 12-1004.02 70 Vertical 55 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 16 hurricane 12-1004.02 70 Vertical 55 64 4 3" 40.1 43.4 10.2" wall mount 10 wall mount 10 NOTES: .. ... . . . . . .. . .. . . . . ... . .. ... .. . .. .. . ... . ... . . ... . . . . . . . . . . . . . . . . . . .. . .. . . . . ... . . .. .... . . . . . .. . . . . . .. .. . . . .. . . ... . . . ... . . 1 OF 1 WINDOWS DIAGRAM SHEET t-ei( zx'k Int: 4 8 VA-0,cr i pate• 0-3 r1wUr Kam SYMBOL$ I ulama OV: .. ............................... Door r- 3 3 M Cr ct W O N ra N tn N v r a m 1. Zi: .......................... • �• • •. • • ••. •,•. .i . ' .. : � ♦•. ate•: .••'. • �; • : : : : : : : � ••! : . 4, FR�IVT boo- •' .. .. .. . . Note: 1) indicate 1st, 2nd, etc Floor of house at top of tsmplate•2) create outline of house and indicate all windows, doors, and rooms; 3) number the windows to be replaced with Qiwspondiag tumborifrorn Sped Sheet VVhkw Diagram Sheet : : • : : • : : : • Door r- 3 3 M Cr ct W O N ra N tn N v r a m 04/09/2012 - 4:42pm gabdels F:\01 Project Flles\ 2010-MPS\400 Wind Charts\ Reference\00-MPS10400 Sodas C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY= 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING I EXPOSURE CI BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES PSF) -ZONE 4 Mean DESIGN PRESSURES PS -ZONES 1. TABLES ARE INTENDED TO F ORST CASE' PRESSURES. 'WORST CASE' IS Roof Tdbuta Areas Ft Roof Tdbuta Area Ft BELOW. DEFINED AS THE C`r WNTHERSIEE H 1 15 20 25 30 l8ht 10 15 20 25 30 35 40 45 50 USE OF CRITICAL C I TABLES. 2.4 -41.6 -41.1 40.6 -4 0-15 ft -53.6 -51.5 -50.0 -48.9 -47.9 .47.1 -46.4 -45.8 -45.2 2. TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 3 TABLES VALID F L APPLICABLE REDUCTIONS FOR ROOF SLOPES 0 -15 40.1 39.0 +38.2 +37.7 +37.2 + +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 10° SHA INEER AS A SITE SPECIFIC CONDITION. 0 43.0 42 2 -41.6 -411 -4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46A -45.9 4. IDENTIFY THE B E OF HEIGHT. IF THE MEAN ROOF HEIGHT 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + _ 16 ft +40,6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI ALWAYS ROUND �' LE VALUE CONSERVATIVE ASSUMPTION. 44.6 -43.5 -42.8 42.2 -41.7 -41. -_ .3 -55.1 -52.9 -51.4 -50.2 -49.2 48.4 -47.6 -47.0 -46.5 6. T 6. CALCULATE THE TRI ,�; E OP NG IN QUESTION (HEIGHT'S WIDTH) OR 17 ft +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS +41.1 +40.0 +39.3 +38.7 42.7 +38.2 42.2 55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 )., THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY THAN ONE-THIRDWMH 18 ft 45.1 +41.6 44.0 43.3 +40.5 +39.7 +39.1 +38.6 + 3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY- AREA OF AN OPE CRITICAL (10 SQUARE FEEL) SHALL -05.7 44.6 43.8 43.2 42.7 42 56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 AS -47.6 BE USED. ALWAYS 0 THE LESSERTABLE VALUE. FOR LARGER TRIBUTARY AREA,IN RGEST PUBLISHED VALUE. 19 ft +42.1 +4LO +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft -46.2 +42.6 -45.0 -44.2 +41.4 +40.6 -43.6 +40.0 -43.1 +39.5 +39.1 +38.7 +38.4 +38.1 2Dft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 1'6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 , r_' 49.2 -48.6 MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 H' +38.5 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -43.1 -45.9 -451 44.5 -44.0 43.6 43.2 42.8 42.6 22 ft 58.1 -55.8 -54.2 - 6 qg,p 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 + 9.2 +38.9 GENERAL NOTES: `ITS 46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56A -54.7 - �y 1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN 23 ft +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 +39.2 METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE +43.8 -48.0 +42.7 +41.8 .46.8 -46.0 +41.2 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53.11i .2 -50.0 CORIA N OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND 24ft +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24ft +44.2 +43.1 +42.2 +41.6 +41 .2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY +44.2 -48.4 +43.1 +42.2 -47'2 -46'4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 ft -59.7 -57A -55.7 .4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE 25 ft +44,6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 +44.6 +43.4 +42.6 9 + '• .6 g•9 WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH -46.1 -45.6 -45.1 -44.7 X14.4 -04.1 -60'2 -57.8 -56.2 -54 1. -50.8 LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR 26 ft -08'8 +45.0 -47.6 -46.8 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40 3 WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VAUD WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 27ft +40.9 +40.6 27ft +45.3 +"A +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 USE THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45A -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 COEFFICIENTS LISTE N NO VERIFIED BY THE GOVERNING FI 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM' , y_. PANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 """ """ -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 5. THIS SPECIFICA - I FER ANY PRODUCT APPROVED 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE L MITTED TEST CRITERIA AND OTHER -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 50.3 -49.0 -48.2 -47.5 -47.0 30 ft VALUES WHICH IST CCORDANCE WITH GOVERNING CODES. 30 ft +46 3 +45.1 +44.3 +43.6 +43.0 +463 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6. ADHERE TO ALL !� s _ `' M ORDINANCES. 51.0 49.7 48.8 -48.2 -47.6 -4 . 0 -62'9 -60.4 -58.7 -57.3 -56.2 -55.3 -54A -53.7 -53.1 7, NO CERTIFICATIO Ej F OF THE HOST STRUCTURE. 32 ft +47.0 +45.7 +48.8 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 B. EXCEPT AS EXPRESSLY IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 51.9 -50.7 49.8 49.1 48.5 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 SNI RH, ROOF 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a= 10% OF WHICHEVER IS SM - HT @F LEAST HORIZO��A 53.4 -52.1 -512 -505 49.9 49 ft 65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 _ DIMENSION OR 3FT (1 QUESTION. CONS ft +49.2 +47.9 +47.0 +46.3 +4S.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.MEAN OOF 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 49.5 45ft -6706 -66.Q -6&0 -61.Ti -6I;4 059.4 158.5 -57.7 -57.0 EIGHT a a 45ft +505 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 _ft.5 +49.1 +45.2 +4/S 9 •F46.4 +45.9 +45.5 +45.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft -696 -66.; -64 -6;0 -61• • i60. -59.8 -59.0 -58.3 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 + 6 +50. +45. +45.5 •R9 w47.4 *47.0 +46.6 -61. -61.0 -60.2 +46.2 -59.5 I 4 I C, 5 ® 4 a 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 55 ft -70.5 -67.7 -65. -64. -6 .0 +47.5 +47.1 S Y +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 TI ay © O 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60ft• -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 WALL ZONE FIGURES ISO ETRIC 60ft +53.6 +522 +51.2 +50.4 +49.8 M9.3 +48.8 +48.4 +48.0 +53.6• SL.z + •[ +SE. +49.8 449.3 +48.8 +48.4 +48.0 REMARKS DRWN CHKD INR ISSUE GSS TSB DATE 03/05/12 • O �.'0 tO k�I bA • B I LD I N G CODE o o m O m � TSB 04/09/12 eb(ZXN131NE&pING PRE `p m •• 3' REV -ADJUSTED HEIGHTS GSS ASCE 7-10, CHAPTER 30 _ ••• �.0R CO MPONENTS & CLADDING 160 SW 12th AVENUE, #106 - _ .DESIPN.LOAD STER PLAN SHEET DEERFIELD BEACH, FL 33442 tin O m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: (954) 354-0660 FAX: (954) 354-0443 4 0 • • • • ° Z •• I -P RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WTIHOUTWRITTENCONSENTOFFRANKL.BEMJARDO,P.E • ••• • • • ASCE • • 7- 1 WWW.ENGEXP.COM Z ST O .jam v _ MAALTER TONS. ADDDMONS. HIGH NOT PERMITTED AND CERT OF AUTH 99895 It MIAMI -DADS MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) w.w.mismidade.zovieconomy Hurricane Fabric, LLC 1505 Poinsettia Drive Suite H-2&3 Delray Beach, Florida 33444 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity �Anvi�cane Zone of the Florida Building Code. .... ...... DESCRIPTION: "Astro Guard "Flexible Wind Abatement System " ' APPROVAL DOCUMENT: Drawing No. 12 -HFC -04, titled `° Astro Guard Wind Abate 0 0 0" Systeme sheets • • • through 11 Of 11, prepared by Engineering Express, dated July 16, 2012, last revision dated -March 22,.2013, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control•Rcvision starrip witlr the • • • • • Notice of Acceptance number and the expiration date by the Miami -Dade County Produatgvrn qol Selion, ; • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • 00000 """ LABELING: Each panel shall bear a permanent label with the manu€acturees name or Iogd, Delray Beach, FL .... ; and the following statement: "Miami -Dade County Product Control Approved", unless olhc vir notedT&91n. RENEWAL of this NOA shall be considered after a renewal application has been filed add thdre has beeh'rfo ' change in the applicable building code negatively affecting the performance of this product. 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0607.02 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 12-1004.02 M1AM1•DRDECOU p Expiration Date: 10/20/2015 Approval Date: 04/11/2013 Page 1 Hurricane Fabric, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0607.02 A. DRAWINGS 1. Drawing No. 09-0408, titled " Astro Gttard Wind Abatement System ", sheets I and 2 of 2, prepared by MEA Engineers, Inc., dated May 04, 2009, last revision #2 dated September 22, 2010, signed and sealed by John H Kampmann Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Astro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 08-541, dated January 13, 2009, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated January 8, 2009, 10 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kampnann Jr.,P.E. 2. Comparative Analysis and Anchor calculations dated September 11, 2010, 8 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kampnann Jr.,P.E. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance office. • .... • .... • • E. MATERIAL CERTIFICATIONS • • • ; • • • • • • • • • • 1. Fabric specifications. "" • • • % .... .... . ..... 2. NEW EVIDENCE SUBMITTED • • • • ""' A. DRAWINGS .... .... ...... • 1. Drawing No. 12 -HFC -04, titled " Astro Guard Wind Abatement S;wtem :', sheets 1. ....:. throw 11 0 11, re through f prepared by Engineering Express, dated July � � • siS 16, 20��Z� last revision • dated March 22, 2013, signed and sealed by Frank L. Bennardo, P. LP, oh March:2l,• • � • • 2013. *see B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test ofAstro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 10-541, LAB #6359, dated September 11, 2012, signed and sealed by Marlin D. Brinson, P.E. IS"y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-1 Hurricane Fabric, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Test report on Large Missile Impact Test of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No. 12-541, LAB #6384, dated July 11, 2012, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated September 26, 2012, 56 pages, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS L Fabric specifications. Ye - -, - C, —, `j Hel A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-2 . . .... ...... ...... ... ...... .... . ..... ...... . . ..... .... .... ...... . . . . ...... .. V** Ye - -, - C, —, `j Hel A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-2 GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201, 202 AND 203 TESTING STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD Bum (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. •THIS SYSTEM IS INTENDED FOR USE ONLY DURING WINO STORM EVENTS. WHEN NOT IN USE, PRODUCT SHALL BE PROPERLY STORED AWAY FROM PROLONGED EXPOSURE TO DIRECT SUNLIGHT OR OTHER WEATHERING CONDITIONS. B. UNLESS OTHERWISE NOTED HEREIN, ALL SCREWS SHALL BE 304 OR 316 STAINLESS STEEL OR CORROSION RESISTANT COATED SAE GR. 5 CARBON STEEL. 9. MAXIMUM PANEL SPAN: 181-21 10. MAXIMUM ALLOWABLE DESIGN PRESSURE: t60 PSF 11. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: HURRICANE FABRIC.COM LLC PO BOX 50153 CLAYTON, MD 63105 TAS 201, 202, 203 MIAMI-DADE NOA NUMBER 12. HURRICANE FABRIC PANELS MAY. BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13, DISSIMILAR MATERIALS SHALL BE INSULATED FROM TO PREVENT CORROSION AND ELECTROLYSIS AS NECESSARY IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. RETENTION CLIP END CONNECTOR: RHODIA ENGINEERING PLASTICS POLYAMIDE 66 FABRIC SPECIFICATION: TYPE OF YARN: TEXTILE FABRIC CONSTRUCTION: 25 X 25 WEAVE THICKNESS: 1000 MICRONS t 5% FINISH: RESIN COATED WEIGHT (ASTM D 3776): 10.83 OZ/YD2 TENSILE STRENGTH (GRAB METHOD, ASTM D 4632): WARP: 879 LBS, WEFT: 879 LBS BURST STRENGTH (ASTM D 3786): 1500 PSI ABRASION RESISTANCE (ASTM O 4886): 95% STRENGTH RETAINED SEWING: SEWING ONLY AT SPLICE (SEE SPLICE DETAIL). NO SEWING AT EDGES. ASTRO GUARD N�` �`"",;' �`48 s '\GENS WIND ABATEMENT SYSTEM y s NO. 46 '• �o ; TA7EOF 'r . F�ORIDP, 111111L1111/111 ww gem SCREEN zI"�+. 45g jj STITCHING i]W[7 N 111 /,I -"N SPLICE DETAIL 1 N.T.S. • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAY BE INSTALLED TO UNLIMITED WIDTH s NOTE: PANELS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR SIDES. FOR FOUR PRODUCT RBVISBD , SIDE ATTACHMENT, THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS. as complying with Bm F)o/idn 2 TYPICAL PANEL INSTALLTION BwMinaCoda A«eptnncoNol2-%�CD�. oZ 12 -HFI PAGE YI SCRIi •• ••• • • • • • • Bad uon nalu az'O,S • • • • • • • • •• • • • 1 N.T.S. EXTERIOR ELEV Ry E • • QyO•'• ♦ i• ♦♦ i i J•� �i i • ii Vii• ifi: i i i �i �/ '� /%i OFi '•'•�i'J� t �•�r•� V . 4�i'N` • ♦ • • ii i ii .. i•�•i •i• •i %�i • ♦ i ...............••♦ • �� • •• • • • •• • ii i0 �� / i /i / �O�•J 440 �•i i ♦4�OJ.•ii r , i:Q r r, �. r• : : , • .. « O' / /// / ♦ i i4i4%:: iii i � �i . • • « r r r •• �p / / /� iPiiii •4 4•ii' M r - OOi ��«O • � • . • • ar 'Ov / /i / / �, ••�•�«�� � f • • • f 0•i «00•� •. •:�j / :4 1.04 1000 �4� • a w • Off 0•:: iii4♦0 0♦iJ0 i%�� / /� ••••••••�Oi ��•i� �i O�.O i � • �Oii 0ii4 . ar « •• « r :. ���i.•4:4•i•004••�. •moi. i' Ji4 0� O O O•OOOii••�0 0� 0.0 i �//j iii ••00004•ii Oi4 4� . i 4❖J .:0•�••.�.4404 � O x.4.0.444 4'/. /� • • ♦ • ♦ •i 000044 ♦ 0. • ••••'•• • • • ♦ • • f • • ♦ • • i%i i0 0.00.0000♦♦•••.♦•♦•♦•••••••♦•, •O%44 iii i i ii ii::•i44 4•ifi0 0.0 O•i•ii• 4�///i/ i/�� / ,AJ••• 00♦000ii•000 4.4 • • • • 44440044 � O fi•J 0.000 � fl / / . �O i i i :♦OJOJOOOOOi Oi • J 04 ii'ii i i i•OOJ 0 00 ��O J0.4 � 000 ♦�� ��0� /i �i i 4 0♦ ♦ii.0:� 0.44 %•�O•�•�.f0�.�0♦�OiOi i i ii4ii O.i4 i 0.4040,%/ "i� �♦ f • • • ♦ ♦f 4• f ♦ � f♦ � • / r � OOOOOOOOOi i OJ000♦004 0.0 ♦ i 000 :4 iii / / / / /�<r •i4i ii40i0i •i4 i•Of i• ������ ;� ♦ •J00000.404 i ♦4 (000.0044400«A ��•••••♦� r r�� 0.00 G♦0000♦4 4.O 4444•.4 ii///i// jj ,� OOOOOOOOOP O•OOOi 4� 4•A404.4 � 0.000•• 0♦. j /i�/% j/r • • •0 • • � 000 • ♦ff♦♦♦••• � ♦•♦4♦f•♦••••4�%// / //4•���1.•f•♦44••44144• X00♦4 4•O•0•• •0000•'.'•fO0000P0•f•J �/�//�j//o/o/' ��••••.4.44444 4.O♦4 4• �i //��i/�/�) O •ii i •i iii i i i ii•.i ������ «��'' i' • 00.4 . 00 i•OOOOi 0000 ♦40•i•O 44414 4•i i � 0000000♦ 4•i 0♦0000. � •❖.• 00.❖4❖.❖000..%/j�....•.•..♦.♦..•.• • 4�•i i iii i♦i f0•i i00•L J00000.•i4 4� /i Ell" i•�•00 ii• {F�' t=3���I� x••10••••••. i•0•♦•.' • • ••�0�•�•j.��j0. 4� O:•. i♦i•• � 0.4.10.0.4%/ / // 40041 �i 0�4:fi • . 00 ♦ 0• ♦ � ♦•0.4.0000.4�� � / ////i�i�.•iiii0: i•OOi 0.44 4•i •4♦ ••••• ♦•♦••,000.0! ii %���///%l, i4!•!O_.!.yii!•!i <:Ji •!.! 'I�I" • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAY BE INSTALLED TO UNLIMITED WIDTH 9 NOTE: PANELS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR SIDES. FOR FOUR PRODUCT RBVISBD SIDE ATTACHMENT, THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS. as complying with Bm F)o/idn 2 TYPICAL PANEL INSTALLTION BwMinaCoda A«eptnncoNol2-%�CD�. oZ 12 -HFI PAGE YI SCRIi •• ••• • • • • • • Bad uon nalu az'O,S • • • • • • • • •• • • • 1 N.T.S. EXTERIOR ELEV Ry E • • • • • 14UomtLJnda retCLnl • •• • • • • ••• • • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX TO GREEN EDGE 8x1/2° PH SMS %I-'\ WALL MOUNT CONDITION z INTERIOR MOUNT CONDITION 2 N.T.S. SECTION VIEW N, 2 N.T.S. SECTION VIEW 00 L--1.478° h811" 00.442.4-1 0.180" 1. 10.100- TYP. +fd 7l8 YIi�L,4c f �� %r�q� 161 B1 OTTOM MOUNTING CLIP 'I'N-T.S- POLYAMIDE 66 0.063" nP. • • • • • • • • of • • • • s•• • ••• ••: TING CLIP N.T.S. POLYAMIDE 66 • ••• • ••• • • DESIGN PRESSURE 60 PSF 40 PSF 30 PSF 4'4T 120.0 100.0 80.0 60.0 8'-P 160.0 IWO 120.0 80.0 6'-0`240.0 • • • • • • • •• • • •• • 300.0 •• • • • • • • ••• 210.0 • • • ••• • • • • ••• • • 1T-0" 8140 4240 340.0288.0 18'-Y 648.0 4642 3838 272.6 • • • • • • • • • • • •• •• • • • •• •• 1,000, SPAN LOAD ON EXISTING STRUCTURE FROM SCREEN SPAN LOAD ON DUSTING STRUCTURE FROM SCREEN SYSTEM Ty= PERPENDICULAR LOADS (PLF) SPAN _ 60 PSF DESIGN PRESSURE 60 PSF 40 PSF 30 PSF 4'4T 120.0 100.0 80.0 60.0 8'-P 160.0 IWO 120.0 80.0 6'-0`240.0 200.0 160.0 1240 14-0" 3W.0 26" 200.0 - 160.0 12W 360.0 300.0 240.0 180.0 14'-0• - 420.0 360.0 2840 210.0 i4'4W 440.0 3847 _ _ 2038 220.0 18'-M 460.0 4008 320.0 240.0 1T-0" 8140 4240 340.0288.0 18'-Y 648.0 4642 3838 272.6 L. PRODUCT REVISED as complying with lite Florida Buildiog COdo AccaptonebNo Z.-fOOlj.o2 Exp danDbw a 2 Zo(y B - . 12 -HFC -04 WALM I Ml 11 Dad ucl bnlrol PAGBDascRugmm 2 • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• • 0 29 AL STC MAX O.C. r MAX SPACING 2° MAX FROM y�PERANCHOR may, FROM 11 INSTALLATION W/ STORM BAR d / N.T.S. EXTERIOR ELEV 2"x3-XIM 6063-T6 AWMINUM STORM BAR 11-1 WALL NOTE: NON -SPAN OVERLAP SHALL BE A MINIMUM OF 1.5 X THE PANEL PROJECTION FROM OPENING 2 INSTALLATION W STORM BAR q, N.T.S. VERTICAL SECTION °..am+nty No. 466 g<< 13. s 01 UJ.' ,,•0�•� • ••. Fs ., QR11 °' 70NALVC9 4 M a �i �o (Alp, ACCESS HOLE I OFT 39' 47" 1 60• 76• 80' 83° 88' 78• 80' 89• 8B' 76• 7 FT 99° 40° 60• W' 68' _ BG 66° 71• 68• �` e6• 77• 1/4° ELCO PANELMATE INSERT, W/ BFT __ 28• 36° 44• 68' _ 63• 67' or _ _ a' 69• � .._or O as• 1-5/8' MIN EMBEOMENi 4' MI 8 FT 20• 31• 39• 62' 60' B6' �" 05' 60' 60' 80' 86• N. EDGE DISTANCE, AND 4° MIN. STORM BAR DESIGN SCHEDULE. MUSTORM BARIENGTH SPACING TO 2700 PSI MIN. MAX 1 PER END 2ANC END PER STORM BAR ENDOFS S(IW►iLE,• • 3ANCHOR PER END -„ MEL 3 STORM BAR END DEIAIL 0: : : •: .• 4 N.T.S..R� SPAN 80 PW 80 P8F 40 POP SO PSE POP b0 POP 40 PEP 30 PSF 60 POP 60 PSP 40 POP 30 PSI 3FT - 76" 80' 86" 84• 76• 80• _ m 88• 84' 76• 80' 83• 84• 4 FT 88• 70° 78• 83• 63• 72• _ TO° w 03" 72' 78' 83' 8 FT 47° b0" 70• 60^ 83" BA 72' 80' 63• or 72• 80' ACCESS HOLE I OFT 39' 47" 1 60• 76• 80' 83° 88' 78• 80' 89• 8B' 76• 7 FT 99° 40° 60• W' 68' _ BG 66° 71• 68• �` e6• 77• 1/4° ELCO PANELMATE INSERT, W/ BFT __ 28• 36° 44• 68' _ 63• 67' or _ _ a' 69• � .._or O as• 1-5/8' MIN EMBEOMENi 4' MI 8 FT 20• 31• 39• 62' 60' B6' �" 05' 60' 60' 80' 86• • ••• • ••• • • ••• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M z PRODUCTRBVISED 12 -HFC -04 03C0111 wide •ha FloAda Bonding Coda PA08� AccepiAncapZ- Bxpi don DAt0 0 3y/S Byy � Mie 1 AM uct nhnt ��� N. EDGE DISTANCE, AND 4° MIN. SPACING TO 2700 PSI MIN. CONCRETE. NUMBER OF ANCHORS PER STORM BAR ENDOFS S(IW►iLE,• • • • • • • 3 STORM BAR END DEIAIL 0: : : •: .• 4 N.T.S..R� • • • • • • • ••• • ••• • • ••• • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M z PRODUCTRBVISED 12 -HFC -04 03C0111 wide •ha FloAda Bonding Coda PA08� AccepiAncapZ- Bxpi don DAt0 0 3y/S Byy � Mie 1 AM uct nhnt ��� 1 1/4° MAX TO OIEEN EDGE f -120 STUD W/ HERED WINGNUT O' O.C. 8x1/2° PH SMS ALTERNATE ATTACHMENT i EXTRUSION I MOUNT 5 N.T.S. SECRON VIEW ry $ 0.150° 0125° 3°-- + 1/4• MAX TO I STUD W/ ?RED WINGNUI' O.C. Fr PH SMS ALTERNATE ATTACHMENT 2 EXTRUSION 2 MOUNT cJ N.T.S. SECTION VIE 0.093° � 0.656° 1 0.374° BUILD OUT F TRACK x-1/4-20 STUD W/ • ••000 F it 1 N.T.S. 6083 T6 AWM • • • • • • • • • • • 2• N .S. 6063-T6AWM • • • (B) 88x1/2° PH SMS • ••• ••• ••• • • •• • 00 ••• x-1/4-20 STUD W/ • ••000 • • 10° O.C. ••• • • • • • (B) 88x1/2° PH SMS 00 00 • • • ••• • • • 1/4° MAX TO SCREEN EDGE p 'RUSION 2 d}' 48° ; 0 Ty 814 SDS AT J x-1/4-20 STUD W/ 12- .(:7 MAX T WASHERED WIN43NUTAT 10° O.C. 2"X2" BUILDOUT TUBE (B) 88x1/2° PH SMS ALTERNATE ATTACHMENT 3 BUILD OUT TUBE MOUNT 5 N.T.S. SECUON VIEW 1/8° iv PRODUCT RBVISBD ,as Camy0ldo5 viil114o Ftoadn Building Coda AccepNncO No12-)a0 .GZ G�vplr Iton DON a Zo (S Dyy ' it4i i UOd uct Control 3 211X211 BUILDOUT TUBE N.T.S. 6063-T6 ALUM q 8� ouc 12 -HFC -04 ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (Le. 3/41 EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 4. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' 6=0.55 OR GREATER DENSITY. S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK BOLT) U.N.O. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 10. EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: 10.1.1/4" ITW SAMMY SSC 10.1.1. 2-1/4- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO CONCRETE 10.1.2. 1-1/4- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 10.1.3. 2-1/2" EMBEDMENT AND 2-1/2- EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.2.1/4" ELCO PANELMATE (MALE OR FEMALE) 10.2.1. 1-3/4- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO CONCRETE 10.2.2. 1-1/4 EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.2.3. 1-7/8- EMBEDMENT AND 3/4- EDGE DISTANCE TO WOOD 10.3.1/4" POWERS HOLLOW -SET DROPIN 10.3.1. 7/8- EMBEDMENT AND 3-I/2- EDGE DISTANCE TO CONCRETE AND HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.4.1/4" ELCO PANELMATE INSERT 10.4.1. 1-5/8- EMBEDMENT AND r EDGE DISTANCE TO CONCRETE 10.42. 1-1/4- EMBEDMENT AND 3-1/2- EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 10.4.3. 1-1/2- EMBEDMENT AND 3-W EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.5.1/4" ALL POINTS SOLID -SET 10.5.1. 7/8- EMBEDMENT AND 3- EDGE DISTANCE TO CONCRETE AND HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.3.1/4" POWERS STEEL DROPIN 10.6.1. 1- EMBEDMENT AND 3-1/2- EDGE DISTANCE TO CONCRETE 10.7.3/8" POWERS STEEL DROPIN 10.7.1. 1.9/16- EMBEDMENT AND 5-1/4- EDGE DISTANCE TO CONCRETE 10.8.1/4" POWERS POWER -STUD (STAINLESS STEEL) 10. C8.1. 2- EMBEDMENT AND 3- EDGE DISTANCE TO ONRETE 10.&2. 2- EMBEDMENT AND S-1/4- EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.9.1/4" ELCO PANELMATE TVAS 10.9.1, 2- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO CONCRETE 10.9.2. 1-1/4- EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.9.3. 1-7/8- EMBEDMENT AND 3/4- EDGE DISTANCE TO WOOD 10.10. 1/4" ELCO PANELMATE FEMALE ID 10.10.1. 1-3/4- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO CONCRETE 10.10.2. 1-1/4- EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FELLED CONCRETE BLOCK 10.10.3. 1-7/8- EMBEDMENT AND 3/4- EDGE DISTANCE TO WOOD PRODUCTRBVISED 06 comp3Dingwitil Ilio Fiod110 Building Codo ACCCPLOnC4 NO Z' D C • G Z BxyyP{ Hon Data 0 /� 7>�/S MUomlDa ctCbnk Vol 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION SPAN - HOLLOWAND GRBLOCK OUT -FILLED CONCRETE �,a 3323 PSI FEIN CONCRETE G-0.60 FUN. WOOD 1!4" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. O.C.) 114" ITW SAMMY SSC ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN. O.C.) SPAN -._ 3280 PS MIN CONCRETE I HOLLOW CONCRETE BLOCK _ - "DESIGN PRESSURE HOLLOW CONCRETE 13LOCK GROUT -FILLED CONCRETE BLOCK SPANDESION 80 PSF PRESSURE 30 PSF DESIGN PRESSURE 40 P 30 PSF DESIGN PRESSURE 1 60 PSF 40 PSF 80 PSF 80 PSF 40 PSF 30 PSF 60 PSF 80 PSF 40 PSF 30 PSF 60 PSF 60 PSP 40 PSF 30 PSF 4''T 10.0 10.0 10.0 _ 10.0 1 10.0 1 10.0 10.0 10.0 10.0 10.0 10.0 10.0 8'4" 10.0 1 10.0 10.0 10.0 710 8.1 10.0 10.0 10.0 10.0 10.0 1010 B-4 " mo' ' ' to.o t010 1.0.0 8.2 72 eA ioA es Ito toA 10.0 10'-0' 10.0 1010 10.0 10.0 62 6.0 72 8.1 710 8.3 10.0 10.0 174 10.0 1010 10.0 10.0 4.6 6.2 82 7.9 &0 710 8,8 10.0 144' 0.7 10.0 too 10.0 - 40 &0 6.8 82 0.1 710 BA 1448' 010 10.0 10.0 1010 4.4 610 0.7 0.0 50 72 0.3 ts'-o•' a.7 Ino 10.0 10.0 4.1 aA 62 as &a e.i ss Ir -4 82 0.8 10.0 10.0 010 4.7 6.0 4.4 62 _ 8.3 &1 18=r 7.8 0.1 10.0 10.0 410 6.8 a.1 4.9 810 7.7 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION SPAN - HOLLOWAND GRBLOCK OUT -FILLED CONCRETE �,a 3323 PSI FEIN CONCRETE G-0.60 FUN. WOOD 1!4" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. O.C.) 114" ITW SAMMY SSC ANCHOR SCHEDULE • WALL MOUNT CONDITION ON. O.C.) SPAN -._ 3283 PSI FAIN - DESIGN PRESSURE I HOLLOW CONCRETE BLOCK _ - "DESIGN PRESSURE _ OROIR-FRLEO CONCRETE BLOCK DESIGN PRESSURE - 60 PSF 80 PSF 40 PSF 30 PSF _ 00 PSF 80 PSF 40 P 30 PSF 00 PSF 1 60 PSF 40 PSF So PSF 40 PSF 30 PSF 10.0 1010 10.0 82 10.0 10.0_ 1010 10.0 10.0 1010 10.0 6' 10" 10.0 10.0 10.0 10.0 _ �eA 7.8 0.2 10.0 7.8 810 10.0 1010 8'10" 1010 10.0 10.0 '"Ito 10.0 8.6 010 -710 92 &4 710 10.0 49 6.8 &7 _ 184" 12-W 10.0 92 10.0 10.0 10.0 10.0 1010 1010 4.7 &4 4.1 4.7 810 &5 7.8 8.6 BA 48 62 6.8 7.3 8.4 eA 710 14.4 8.8 9.8 16.0 10.0 4.2 &0 8.1 410 4.0 610 710 144' 8.3 910 10.0 1a0 4.1 4.8 BA 42 4.6 B.6 03_ IBA' 7.8 6.8 10.0 10.0 9.1 _ 4.I 810 5.3 410 62 _ &4 1T-4 7.8 8.5 -' 10.0 10.0 10.0 410 &3 4.8 -.... __&0 8.1 1ff-7 7.1 &1 810 90.0 41 &1 4.1 4.8 610 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION SPAN - HOLLOWAND GRBLOCK OUT -FILLED CONCRETE �,a 3323 PSI FEIN CONCRETE G-0.60 FUN. WOOD 1!4" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. O.C.) _ 3323 PS MIN CONCRETE -._ HOLLOWAND GROUT -FILLED CONCRETE 0=0.68 LMN. WOODBLOCK SPAN DESON PRESSURE DESIGN PRESSURE 60 P3F So PSF 40 PSF 30 PSF PSF 60 PSF 40 PSF 30 PSF 80 TSF _DEMON _PRESSURE 60 PSF 40 PSF 30 PSF 10.0 10.0 10.0 10.0 8.3 0.4 10.0 10.0L4.5 10.0 10.0 10.0 B-4 10.0 10.0 10.0 10:0 8.1 7.0 810 10.0 8.7 10.0 110 844 10.0 10.0 10.0 10.0 49 6.8 &7 8.3 7.0 &3 10.0 IBA' &0 110 10.0 10.0 _ 4.1 410 aA 7.0 6.7 7.8 _ 17 Ir -W_ 7.8 6.9 10.0 10.0 41 410 &1 &8 &e da 144' 8.8 8.0 9.4 10.0 _ 44 8.4 62 _ &1 _ 7114.8' 0.7 7.7 9.1 10.0 42 5.3 8.0 &8 7.3 184• 6.3 72 &6 10.0 4.9 4.7 610 810it-4 &08.9 &1 10.0 4.74.6 8.9 8.6 *1 &7 &8 7.7 010 484.3 &1 &3 No, STATE ,N w ce .i I 12 -HFC -04 0 0. go 00 914" ALL POINTS SOLID -SET ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION IN. O.C. 9t4" ELCO PANELMATE INSERT ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION (IN. D.C.) SPAN _ 9WDP�8/1N CONCRETE DE81GN PRESSURE 60 PSF 40 PSF _ HOLLOWAND fRtOUT•FILLED CONCRETE BLOCK SAN HOLLOW CONCRETE BLOCK DESIGN PRESSURE SPAN DEMON PRESSURE W PSF 4D PSF DESIGN PRESSURE 4'41' 90.0 80 PSF 60 PSF 40 PSF 90 PSF 00 PSF N1N1it11 90 PSF 4'-0' 10.0 1a0 10.0 10.0 10.0 30 PSF 140 80 PSF 4D PSF 10.0 1a0 10.0 8A __ 10.0 tro' iao'- tao `�i P` .E L BENNARW, Pol z7 10.010.0t0A 0-0- 10A 10.0 10.010.010.01T-0•�1Q0 10.0 8.4 10.0 WWI 10.0 eb 10.0 10.010`0__68 IDA e' -o- 1ao 0.074'-0' •$3 1 a7 10A10.0 ae 10AB.0 m.o 14.9&9 8.814-0' mo ad0.7 10'•0` t0A10.0___4.8 BA 10A 10.0 82740.010.0 r2 No. 4654 a ~, 8a 10A7.71T•P7b ea _ i0.o 12-0' 71 a4 8.8 tOA10.0 &4 4.3 7b 7.4 18'-T 7.1 828710041 9,8 _ 14'-0' 8.9 * 7A 114" ALL POINTS SOLID -SET ANCHOR SCHEDULE -WALL MOUNT CONDITION IN C. 4A BA 3900 P81 MIN CONCRETE 8.3 HOLLOWAND GROUT -FILLED CONCRETE BLOCK SPAN --..--- DE910N PAE88URE eA DESIGN PRESSURE 8.0 10.0 80 PSF 60 P8F 40 PSF 30 P9F 80 PSF " 'O � PSF 4'-0` 10.0 10A 10A 10.0 10.0 ta0 10.0 10A 0-0` 10A 10.0 10.0 1Q0 9.8 10.0 10.0 10.0 e' -s 1oA 10.o STATE OF dao z7 9A too 1ao _ 10.0" 10.0 10A 10.0 -"10.0 8.0 8.8 7.8 84 f0A tr-m 9.8 10.0 too 10A be eb T.7 -AA 14'-0' a8 10.0 10.0 10.D a0 8.8 8A 0.6 a0 8b 10.0 104 b.8 &8 84 8.9 10'-0' 7.9 of tao 904 ab BZ o2 tP-0` 7.8 aT 1ao, mo as aA .4 • fe•z 7d e2 sfi 10.0 41 as a zo • • s��MALEN •••11t1111111t4Nt aa 40 t7 W114" I�rd POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE Q 6 a� 114" POWERS STEEL DROPIN ANCHOR 318" POWERS STEEL DROPIN ANCHOR LL SCHEDULE SCHEDULE LLJ m g INTERIOR MOUNT CONDITION N. 4000 PSI WN CONCRETE O.C. INTERIOR MOUNT CONDITION 89.O.C. 4aan PSI MW CONCRETE pO�I pg S SPAN -"-".� DESIGN PRESSURE 80 PSF 00 PSF a0 PSF W PSF SPAN 80 PSF DE81GN PRESSURE 00 PSF 40 PSF _. 30 PSF y 1h p S Ydt '{ ta0 1a0 10.0 .8Y 4' 1Q0 10.0 1Q0 10.0 4'-0' _ _ e' -W 10.0 10.0 10_0 t0A 0-0" -10.0 10.0 10.0 10.0 10.0 8'-T 1o4T 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 lr4r 10-0- 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 S Jay ""1T-0 .8.0 loo_ _ 100 -.10.0 1T4P 10.0 10.0 .10.0 u 14'-0' 14'-0" 8.0 02 10.0 7.7 a0 _ 10.0 10.0 10.0 14'-0 14W 10.0 10.0 10.0 10.0 t0A 10.0 t0.0 10A 18'-0 1P41' T2 a3 9.8 BA _ 7A a4 10.0 10.0 _ 10.0' 11" 10.0 10.0 1" 1" 10.0 10.0 10.0 10.0 10-T _ 8.8 b0 8A 10.0 10-Y 10A 10.0 1a0 10A c� �¢�.. 318" POWERS STEEL DROPIN ANCHOR SCHEDULE WALL MOUNT CONDITION N. O.C. SPAN 4000 PSI MIN CONCRETE DESIGN PRE85tIFtE 80 PSF 80 PSF 40 PSF 30 PSF 4'4Y' 10.0 t0,0 10.0 10.0 49 0.0' - 10.0 1" _ 10.0 10.0 {8 8'47 10.0 10.0 10.0 10.0 10.0° 10.0 1a0 t0.0 10.0 PRODUCTRRVISDp 12-W 'iao 10.0 10.0 tao at4omplying11101thoFloddo 12 -HFC -04 two 10.0 10.0 +0.0 10.0 Li011ding Godo GrAUh - 02 iS-0' 10.0 104 10.0 10.0 ACaeplanco NDt2- 00 .OZ Bxpt Paae titaeaiP'nrotR - - Hon DRt4 0 zo 10-0. 10.0 1ao 104 140 7S • • • 17.0" 10.0 10.0 1a010.0 Dy •�•� • 10.2' tao 10.0 10.0 10.0 M1am LTod oduM Cohirol •• • •• • • • • • N SEE SHEET 6 • • • • • • • • • • FOGi10R NOTES • • go 00 914" ALL POINTS SOLID -SET ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION IN. O.C. 9t4" ELCO PANELMATE INSERT ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION (IN. D.C.) SPAN _ 9WDP�8/1N CONCRETE DE81GN PRESSURE 60 PSF 40 PSF _ HOLLOWAND fRtOUT•FILLED CONCRETE BLOCK SAN HOLLOW CONCRETE BLOCK DESIGN PRESSURE SPAN DEMON PRESSURE W PSF 4D PSF DESIGN PRESSURE 4'41' 90.0 80 PSF 60 PSF 40 PSF 90 PSF 00 PSF 60 PSF 40 PSF 90 PSF 4'-0' 10.0 1a0 10.0 10.0 10.0 30 PSF 140 80 PSF 4D PSF 10.0 1a0 10.0 8A __ 10.0 tro' iao'- tao tao toa z7 10.010.0t0A 0-0- 10A 10.0 10.010.010.01T-0•�1Q0 10.0 8.4 10.0 10.0 10.0 eb 10.0 10.010`0__68 IDA e' -o- 1ao 0.074'-0' toA a7 10A10.0 ae 10AB.0 m.o 14.9&9 8.814-0' mo ad0.7 10'•0` t0A10.0___4.8 BA 10A 10.0 914" ALL POINTS SOLID -SET ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION IN. O.C. 9t4" ELCO PANELMATE INSERT ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION (IN. D.C.) SPAN _ 9WDP�8/1N CONCRETE DE81GN PRESSURE 60 PSF 40 PSF _ HOLLOWAND fRtOUT•FILLED CONCRETE BLOCK SAN HOLLOW CONCRETE BLOCK DESIGN PRESSURE SPAN DEMON PRESSURE W PSF 4D PSF DESIGN PRESSURE 4'41' 90.0 80 PSF 60 PSF 40 PSF 90 PSF 00 PSF 60 PSF 40 PSF 90 PSF 4'-0' 10.0 1a0 10.0 10.0 10.0 30 PSF 140 80 PSF 4D PSF 10.0 1a0 10.0 8A __ 10.0 tro' iao'- tao tao toa z7 10.010.0t0A 0-0- 10A 10.0 10.010.010.01T-0•�1Q0 10.0 8.4 10.0 10.0 10.0 eb 10.0 10.010`0__68 IDA e' -o- 1ao 0.074'-0' toA a7 10A10.0 ae 10AB.0 m.o 14.9&9 8.814-0' mo ad0.7 10'•0` t0A10.0___4.8 BA 10A 10.0 82740.010.0 r2 80 10.0 8a 10A7.71T•P7b ea _ i0.o 12-0' 71 a4 8.8 tOA10.0 &4 4.3 7b 7.4 18'-T 7.1 828710041 9,8 _ 14'-0' 8.9 7A 114" ALL POINTS SOLID -SET ANCHOR SCHEDULE -WALL MOUNT CONDITION IN C. 4A BA 3900 P81 MIN CONCRETE 8.3 HOLLOWAND GROUT -FILLED CONCRETE BLOCK SPAN --..--- DE910N PAE88URE eA DESIGN PRESSURE 8.0 10.0 80 PSF 60 P8F 40 PSF 30 P9F 80 PSF 80 PSF 40 PSF � PSF 4'-0` 10.0 10A 10A 10.0 10.0 ta0 10.0 10A 0-0` 10A 10.0 10.0 1Q0 9.8 10.0 10.0 10.0 e' -s 1oA 10.o tao dao z7 9A too 1ao _ 10.0" 10.0 10A 10.0 -"10.0 8.0 8.8 7.8 84 f0A tr-m 9.8 10.0 too 10A be eb T.7 -AA 14'-0' a8 10.0 10.0 10.D a0 8.8 8A 0.6 a0 8b 10.0 104 b.8 &8 84 8.9 10'-0' 7.9 of tao 904 ab BZ o2 tP-0` 7.8 aT 1ao, mo as aA .4 • fe•z 7d e2 sfi 10.0 41 as a zo • EMU WALL MOUNT CONDITION (IN. D.C.) 9t4" ELCO PANELMATE INSERT ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION (IN. D.C.) SPAN 80 PSF DE81GN PRESSURE 60 PSF 40 PSF 2700 PSI MW CONCRETE 80 PSF HOLLOW CONCRETE BLOCK GROUT -FILLED CONCRETE BLOCK _ SPAN DEMON PRESSURE W PSF 4D PSF DEMON PRESSURE 4'41' 90.0 DESIGN PRESSURE 10.0 1a0 DESIGN PRl�I1RE 10A 10.0 80 PSF 80 PSF 40 PSF g0 P8F 89 PSF SO PSF 40 P8F 30 PSF BD PSF 80 PSF 4D PSF 90 PSF 10.0 ta0 10.0 t0A ' 10.0 10.0 10.0 10.0 10.0 10A 10A 10A .0 100EM 0-0- 10A 10.0 10A 10.0 8.4 10.0 10.0 10.0 eb 10.0 t0A IDA e' -o- 1ao +oo toA 10.o ab ae 10.0 m.o ze es mo toa 10'•0` BA 10A 10.0 8.3 r2 80 10.0 8a za ea _ i0.o 12-0' 71 a4 10.0 10.0 &4 84 7b a4 8b ad 7A 9,8 _ 14'-0' 8.9 7.4 9.0 IOU- 4A BA 8A 8.3 4.0 87 a8 _ 8A eA _ 7.1 8.0 10.0 9A 8.9 8.4 BA 4.7 ab e.6 a2 10-0` 8.8 8b 8.0 10A 4.3 60 8,0 7b 4.4 0.1" Al 7.8 iT•0' a9- � 82 4.T 0.7 7.1 4.2 4b 8.8 7.3 8.0 B84A 6.4 d8 4A 68 B.e 0 10.0 _ 7.i d1 _ BA 10.0 7.1 82 8.8 10.0 10'-0" a7 7A 8.8 10.0 8.0 BA 0,1 t0A 8.0 8.9 8.2 10.0 17-0• 8.0 _ 8,7 7.9 8A _ 62 8.0 7.1 8.0 6.3 BA 7.1 8b 14'-0' 8A 7.0 a8 4.f1 B.S 8.8 7A.- 4.7 &4 8.4 7.0 14'-8' a1 8b 8.8 8.8 4b 0.1 d1 7.8 4b 82 8.1 Z8 8.4 7.0._ 42 4.0 a7 7.1 42 iT4P 48 82 a1 7b 8.8 4.0 4.8 e.b d8 10.2" 4.4 8.0 0.B 72 4.9 82 8.4 4.4 82 de 9l4" POWERS STEEL DROPIN ANCHOR SCHEDULE WALL MOUNT CONDITION N. O.C. 114° ELCO PANELMATE INSERT ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. 2700 P�MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT -FILLED CONCRETE BLOCK SPAN 80 PSF DE81GN PRESSURE 60 PSF 40 PSF � P8F 80 PSF DEMON PRESSURE 80 PSF 40 PSF . 30 PSP 80 PSF DEMON PRESSURE W PSF 4D PSF 90 PSP 4'41' 90.0 � 10.0 10.0 1a0 � '10.0 10A 10.0 10.0 10.0 t0A 104 � 10.0 0-0` 0.8 7.8 10A __ 8A 10.0 1 ta0 8b 10.0 10.0 10A 8.8 10.0 t0A _ 1Q0 "ai ae Mo " 10 e• 74 0.1 1a0 9l4" POWERS STEEL DROPIN ANCHOR SCHEDULE WALL MOUNT CONDITION N. O.C. 8PAN 4�0 PSI MIN CONCRETE DESIGN PRESSURE .".80 PSF 80 PSF 40 PSF 30 P� 4'•0 10.0 10.0 10.0 1Q0 0-0' _ 10.0 10.0 10.0 1Q0 " e' -o• 10.0 10.0 10.0 1ao tm4r 10.0 tao 10.0 10.0 -1T4r 14'-0' ax ai 104 10.0 0.4 10,0 1aa 10.0 � 14'aP 74 8.1 10.0 10.0 s'.0 � •s "1aa 10.0 70 "ai ae Mo " 10 e• 74 0.1 1a0 ••• • • • • • • • • • 114" POWERS POWER -STUD ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN. O.C.) SPAN 00 FSF 4000 PSI MIN CONCRETE DESIGN PRESSURE 60 PW 1 40 PSF 1 30 PSF GROUT -FILLED CONCRETE BLOCK DEMON PRESSURE 00 PSF 80 PSF 40 P 30 PSF 41-W ea- 10.0 too 10.0 mo 10.0 10.010.0too 10.0 _- . 100ez ---- . 10.0 td0 104 AS 10.0 t0A W -W 10.0 10.0 10.0 10.0 7.3 8.4 10.0 _ 10.0 10'4P q. 10.0 10.0 10.0 8.1 7.1 &4 104 12'-0' 8.4 9.7 10.0 10.0 62 0.1 73 82 14'40' 7.4 &8 10.0 10.0 4A 0.4 6.4 &1 14'-8- 7.1 82 0.0 10.0 4A 82 62 7.8 10'-0' IFF 8.8 83 7.7 Z3- 0.2 0.8 10A 10.040 4.1 4A BA 6A 73 6.9 18'•2' 0.8 8A &3 10.0 10.0 43 6.2 8.8 10.0 10.0 4,86.4 8.7 6A 6.9 83 1&0 IVIV 9.4 114" POWERS POWER -STUD ANCHOR SCHEDULE - WALL MOUNT CONDITION ON. O.C.) 10.0 10.0 .....__ 4000 PSI MIN CONCRETE 0.0 GRDU749RLED CONCRETE BLOCK .. SPAN I'M DESGNPRESSURE 10A 10.0 DESIGN PRESSURE 4.7 SA ._.... SO PSF 60 PSF 40 PSF 30 PSF 80 PSF 8111 PSF 40 PSP . 90 -- 4W 10.0 10.0 10.0 140 10.0 10.0 104 t0A y 10.0 m0 t06 to.0 So 9.1 1104 10.0 841` � 10.0 10.0 10.0 10.0 8A 7.4 8.7 1 1047 8.0 104 1Q0 10A 8.6 83 7A 1P4T 7A 6.8 10.0 10.0 4.8 &6 &61&9 7.8 &4 t0.0 43 4.0 6.8 14=8' &77.7 9.1 110.0 4.1 4.7 BAIWO J71 &2 T.2 83 50.0 4.4 0.21T-0" 8.0 8.8 8A 10.0 42 8.018'-T &7 &8 7.7 0.8 4A 4.7 I 114 E PA ELMATE TVAS ANCHOR SCHEDULE -WALL MOUNT CONDITION ON. O.C,) HOLLOWAND T FILLED CONCRETE SPAN _ ' .3360 PS MIN CONCRETEGROU ...... _._..BLOCK G"0.88MM. NODD 114" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION ON. O.C.) XOLLOWAND OXOUT•IlU EO CONCREt'E 3380 PSI MBR CONCRETE BLOCK O"0.66 MIN. WOOD SPAN 11V ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - WALL MOUNT CONDITION (IN. 0.1 HOLLOW AND OROUT•Ft l ED CONCRETE 3380 PSI MIN CONCRETE BLOCK G"0.88 MIN. W000 - • • • • . • - NW* SEE SHEET 6 • • • • • • • FQR ANCHOR NOTES 114" ELCO PANELMATE TVA$ ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION ON. O.C.) • ••• • • • • ••• 3380 PS WN CONCRETE • HOLT OWAND GR BLOCKLLED CONCRETE 0 0=0.55 UK W000 SPANDESIGN PRESSURE -- - - DESIGN PRESSURE DESIGN PRESSURE 80 PSF 60 PSF 40 PSF 30 PSF 80 PSF 80 PSF 40 PSF 30 PSF 60 PSF 80 PSF 40 PSF 30 PSF _4'-D' _ __10.0 _ _ 10.0 _ 10.0 10.0 _ 8A 10.0 10A 10.0 10.0 10.0 10.0 10.0 6'4P 10.0 10A 10.0 10.0 8.7 7.7 8.0 10.0 tao 10.0 10.0 110.0 8`47 10A _ 10.0 10A 10A 8.4 82 7.3 9.0 9.3 8.8 10.0 10.0 101-W 10.0 10.0 10.0 10.0 4.8 62 82 7.7 BA &1 9.0 - 10.0 17-0' t0A 10.0 10.0 10.0 4,86.4 8.7 6A 6.9 83 1&0 IVIV 9.4 10.0 10.0 10.0 4.1 4A 8.0 8.1 0.0 7.9 9A I'M 9.0 10A 10.0 10.0 4.7 SA 4.9 6A 7A 9.0 18'-0- 8.4 &8 lam 10.0 4.4 14 4.6 8.4 8A 8.3 RTA' 8.0 83 10.0 10.0 42 62 43 &1 62 7.8 18'-2` 7.8 BA 10.0 10A 4A 4.1 4.8 6.6 7.6 114 E PA ELMATE TVAS ANCHOR SCHEDULE -WALL MOUNT CONDITION ON. O.C,) HOLLOWAND T FILLED CONCRETE SPAN _ ' .3360 PS MIN CONCRETEGROU ...... _._..BLOCK G"0.88MM. NODD 114" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION ON. O.C.) XOLLOWAND OXOUT•IlU EO CONCREt'E 3380 PSI MBR CONCRETE BLOCK O"0.66 MIN. WOOD SPAN 11V ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - WALL MOUNT CONDITION (IN. 0.1 HOLLOW AND OROUT•Ft l ED CONCRETE 3380 PSI MIN CONCRETE BLOCK G"0.88 MIN. W000 - • • • • . • - NW* SEE SHEET 6 • • • • • • • FQR ANCHOR NOTES 4 No. 46 MTE PORI. m�s 0Op1� �8h8ho� 12 -HFC -04 V ••• • ••• • • • • ••• • • 000 0 4 No. 46 MTE PORI. m�s 0Op1� �8h8ho� 12 -HFC -04 V • • • ••• • • 000 0 on 0 4 No. 46 MTE PORI. m�s 0Op1� �8h8ho� 12 -HFC -04 V .rte 4 No. 46 MTE PORI. m�s 0Op1� �8h8ho� 12 -HFC -04 V 1k1" ALL POINTS SOLIDSETANCHOR SCHEDULE-EXTRUSION1 MOUNT(IN.O.C4 5000 P81 MIN CONCRETE F,. - DESIGN PRESSURE _00 PSF 60 PSF 40 PSF 30 PSP 4.2q •'r 4.2 S.1 84)IZ11A 42 19" POWERS STEEL DROPIN ANCHOR SCHEDULE _EXTRUSI.ON 1 MOUNT (IN. O.C.) 4000 PSI MIN CONCRETE _ SPAN DESNRI PRESSURE BO PSF 80 PSF 40 PSP _ 30 P6F 4'4Y' 4.3 40 8.1 4.$ 114" POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE EXTRUSION 2 MOUNT ON. O.C. 4000 PSI MIN CONCRETE HOLLOWAND GROUTFILLEDCl PR0DtICTRBVIS,D as 10mplyin3 aglh filo w0g4 dulldiOS Cod, Aw*tm,oN 12-/ao ,eZ 8 H xp1 ,n pato(�j•,o za JS ��KM�tYlrfil Mf m U, uM on(Tpi • • ••• • • �� OWN f • • • COj aWlm • • • • FO1� AASS":OTE: Vo MGM ���mi////rii//////r///////lir//a�� 114" POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE EXTRUSION 2 MOUNT ON. O.C. 4000 PSI MIN CONCRETE HOLLOWAND GROUTFILLEDCl PR0DtICTRBVIS,D as 10mplyin3 aglh filo w0g4 dulldiOS Cod, Aw*tm,oN 12-/ao ,eZ 8 H xp1 ,n pato(�j•,o za JS ��KM�tYlrfil Mf m U, uM on(Tpi • • ••• • • �� OWN f • • • COj • • • • • • • • • FO1� AASS":OTE: Vo MGM ���mi////rii//////r///////lir//a�� • OEMOEM f • 00• 0 0 0��/////moi%////r//iIN�Elm NMIIIII gg KUMiiiiio���miiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�/ 114" POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE EXTRUSION 2 MOUNT ON. O.C. 4000 PSI MIN CONCRETE HOLLOWAND GROUTFILLEDCl PR0DtICTRBVIS,D as 10mplyin3 aglh filo w0g4 dulldiOS Cod, Aw*tm,oN 12-/ao ,eZ 8 H xp1 ,n pato(�j•,o za JS ��KM�tYlrfil Mf m U, uM on(Tpi • • ••• • • �� OWN f • • • COj • • • • • • • • • FO1� AASS":OTE: Vo MGM ���mi////rii//////r///////lir//a�� • OEMOEM f • 00• 0 0 NMIIIII gg KUMiiiiio���miiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�/ 114" POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE EXTRUSION 2 MOUNT ON. O.C. 4000 PSI MIN CONCRETE HOLLOWAND GROUTFILLEDCl PR0DtICTRBVIS,D as 10mplyin3 aglh filo w0g4 dulldiOS Cod, Aw*tm,oN 12-/ao ,eZ 8 H xp1 ,n pato(�j•,o za JS ��KM�tYlrfil Mf m U, uM on(Tpi zr� a N„FFFg 9 • • ••• • • �� ••; • f • • • COj • • • • • • • • • FO1� AASS":OTE: Vo • f • 00• 0 0 gg zr� a N„FFFg 9 • • ••• • • �� ••; • f • • • COj • • • • • • • • • FO1� AASS":OTE: Vo zr� a N„FFFg 9 Vo • f • 00• 0 0 zr� a N„FFFg 9 MIN L S U M, P.E. 549 �---� N0.4 \ 654 OF MEMO off AL E M E ''"tnnuvur� Di O w Tip 114" POWERS STEEL DROPIN ANCHOR 1/4" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - EXTRUSION 2 MOUNT (IN. O.C.) SCHEDULE -...__ _... _._-_..__. __.._....... _ $ HOLLOWAND OROU -FILL-MCONCRETE p W EXTRUSION 2 MOUNT (IN. O.C.) SM MIN CONCRETE BLOCK G�.661e N raoD � 4000 P• 6d8d CONCRETE _..,. SPAN DESIGN PRESSURE DESIGN PR699URE.. _.._ - - .. .�...._- DESIGN SPAN DESIGN PRESSURE 80 P8F 80 P6F 40 PSF 30 P6F 80 PSF PSP 40 P 30 PSF 80 PSF 84 PSF 40 F'tff 30 P8F 80 PSR 80 PSF 18F PSF 4'-0' 1210 1210 12.0 120 8.8 fl4 7.7 8.8 a7 10.0 11.8 12.0 .._.._.,.-,__... __.._ 4A" 120 12.0 0 8'•0• 0.1 70.6 12.0 12.0 4.8 10.6 7.0 8.3 7.3 a7 _ 10.0 8'-0" 910 112_ __ 8'4' 72 8.4 10.1 1 120 4.3 8,8 8.1 610 710 9.7 8'-0" 710 8.7 10'4' 810 ae a4 10.6 410 4.2 4.8 BB 7.3 10'-0' 8.1 7.2 12'-0" 6.1 8.0 7.2 0.1 42 e t 6.3 1Z4Y' 820.1 14'•0" 410 82 8.3 8.0 410 $A 1P-0' 410 8.9 14'4' 410 a0"r-s" 4.3 6.1 t8'-0° 4.7 6.8 7.2 4.0 6.198'4W4.7 1T-0' 4.4 ab 88 4.8 1P4I' 410x6 7.1 16T 42 at 86 4.8 C 18'w' 4.2 8.2 0.7 318" POWERS STEEL DROPIN u1 � ANCHOR SCHEDULE W $ EXTRUSION 2 MOUNT (IN. O.C.) 4000 PSI MIN CONCRETE SPAN DESIGN PRESSURE N p 00 PSF 80 PSF 40 PSF 30 PSF 4'4' 120 120 12.0 1210 8'4' 120 1" 12.0 12.0 8'-0' 120 120 12.0 120 W -T 120 120 12.0 12.0 12'-0' 11.0 12.0 120 _ 120 14'4' SB 11.3 120 12.0 ta'$' 02 t" 120 _ 120 1104' a6 1010 12.0 1" 17'4N a0 8.8 11.8 11-0, 20 �S 18'x• 7.s a6 to.e � 1zo 114"POWERS POWER -STUD ANCHOR SCHEDULE - EXTRUSION 2 MOUNT(IN. O.C.)_ 4000 PSI MIN CONCRETE GROUT -FILLED CONCRETE BLOCK . . SPAN DESIGN PRESSURE DESIGN PRESSURE 80 PSF 80 PSF 40 PSF 30 P F 80 PSF 80 PSF 40 PSF 30 PSF 4'4• 120 12.0 120 120 7.8 8.1 10.8 120 8'-0' a0 $1 120 120 8.0 eB 7.8 0.0 PRODUCTRRVISBD 84P 7A 82 a9 120 4.4 8.1 0.a 710 0s corn 08 , 10'4" 610 BB 8.2 10A 4.3 8.1 8.8 NY1 with LW l -" BBitd(ng Codo 12'-0' 610 6.8 7.0 0.0 Acccpinne4 H082- j00 a2• 14'•T' 410 st az 710 as ELVI ItonDato 12 -NFC -04 14'-8".-- 42 4.0 610 ....7.10 4.7 15 m o>� 18'•6' 410 810 7.6 d.4 IIY i g _ 02 4.3 62 a7ffffffifflM 42 • • •• Mf UWO CI CoOfrol PAO6 D880RIPTiONt 18'-2' 4.1 4.0 0.3 • • •• •• ••• ••• • 9I • • • • s • • • • • • FOR ANCHOR NOTES O �����,,,,,/,�/,�,/iiia r J. ••• • •• • • • • •• ••• �0 �0 viii®��� iii✓iiiii%iiiii% ••• • •• • • • • •• •••