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WS-15-2659 Wmit Nil "sc��� Miami Shores Village '` PBrli#?'ge a 10050 N.E.2nd Avenue NE 'I � Miami Shores,FL 33138-0000 ` Phone: (305)795-2204 y' :Perm �lEt� Expiration: 0 /17/2016 Project Address Parcel Number Applicant ! 853 NE 96 Street 1132060142820 LUIS&IRENE HERNANDEZ ,Mki o "-'johoreS, FL 33138- Block: Lot: c7s�nc atio;, AddressPhone _ Cell IRENE HERNARIDEZ �853 NE 93 Street (305)754-4811 i.. v. MIAMI SHORES FL 33138-2521 Contrantor(s) Phone Cell Phone Valuation:. mm $ 1,317.00 THF HCllull: DEPOT AT HOME SERVIC 954-979-2137 Total Sq Feet: 79 Tyr)(- - ',In„ r'HUTTER INSTALLATION 2 HURRICANE FA Available Inspections: No of Jpeninys:2 Inspection Type: Additi:,.. I Shutter Final Classification: Residential Shutter Attachment Scann,n, Review Building Review Building 1 Fpr'; Due _ Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-10-15-57477 DB^R Fee $2.00 10/20/2015 Check#:11413 $ 136.20 $0.00 DCA Fee $2.00 Educ-i ,u `,erge $0.40 Permit F— $120.00 �r $9.00 Tec! $1.60 T $136.20 WillIn tr,a iss,anre to me of this nerrr t, I agree to perform the work covered hereunder in compliance with all ordinances and regulations perta,- c in strict conformity witn the pians,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In aceE.- ~ Et,, permit I assume responsibility for all 1 fork done by either myself, my agent, servants, or employes I understand that separate permits are require;;, r Ei_E CTRICAL,PLUMBING,MECHANICA_,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER; AFFIDAVIT: I certify that all the foregoinc inform is Vntra to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the:bove r to do the work stated. Octo ger 20, 2015 !—r;_ed Signature:Owner / �Aapplica,,t / Contra o / Agent Date Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246040 Permit Number: WS-10-15-2659 Scheduled Inspection Date: November 06, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Shutter Final Owner: HERNANDEZ, LUIS & IRENE Work Classification: Shutters Job Address:853 NE 96 Street Miami Shores, FL 33138- Phone Number (305)754-4811 Parcel Number 1132060142820 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137 Building Department Comments SHUTTER INSTALLATION 2 HURRICANE FABRIC Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 05, 2015 For Inspections please call: (305)762-4949 Page 11 of 26 Miami Shores Village ' _ T' � Building Department OCT 2 ° 215 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 BUILDING FBC 201q Permit No. PERMIT APPLICATION Master Permit No. WS - Permit Type: �DIN ROOFING JOB ADDRESS: T6 3 wE g (p City: Miami Shores County: Miami Dade Folio/Parcel#:Il- 320(c- 014 ���,O Zip: Is the Building Historically Designated:Yes NO I,--- Flood Zone: OWNER:Name(Fee Simple Titleholder):_I$ +i4L'VAV0E Phone#: it>S- )146- 37-12, Address: TF53 s-lace' City:__M I" 1 State: Zip: Tenant/Lessee Name: Phone#: Email: — CONTRACTOR:Company Name: I ft l'QMC &M fll M•ME 504.6 phone#: �11 33 �' 0V9" Address:. 7-1-!10 CAAnft r_-U*A "J .30C, City:_ FffL07A Q State: Zip: 3,43-1 Qualifier Name: 1,7ri1$IM AY IAL Phone#: �� 33L C gJ-) State Certification or Registration#: CRC046T Certificate of Competency#: Contact Phone#: LL Email Address: DESIGNER:Architect/Engineer: l Phone#: Value of Work for this Permit:$ 1 13 Square/Linear Footage of Work:.. 1 Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: SP'ti r—i Cl , IL,\SJ-PK4 A--"�B4j Z H 9&4 45 y G Color thru tile: �e=k:�8acxk Yx�c:;;�agxkagx.�xae k k�vcxx�c.kk�Fxka;,xx':EFxFeesksk%-k k�:k kk��C3�k 3gtxge vc 3,akk k<a#k%kx.k�k ae-;<vcx�x3x:'e:k:&ae Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 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." 4 Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv tZd a reinspection fee will be charged. t l n Signature Signature .. velaL —� Own or'Agent Contractor The foregoing instrument was ac4owledg d before me this a�` The foregoing instrument was acknowledged before.me this day of t`Z l 20�,by 1 <r 1 c y S t�l 10,J day of �! g���I— 20 B_j b /4 who is personally known to me or who has produced wholis p'o all—y�n to me or who has produced As identification and who did take an oath. as ientification and who did take an oath. NOTARY PUBLIC: I1 NOTARY P" IC: 1 Sign: Sign: Print: J �: °moo Notary Public-State of FloridaPrint: ='• •- Commisslon#FF 220108 r�<P �e�-,, ARIUSKA MORALES My Commission Expi §;; o:' My Comm.Expires Apr 13,2019 My Commission Ex es s° b" Notary Public-State of Florida OF; » Commission #FF Bonded through National Notary Assn.'" 220108 FF ' My Comm. Expires Apr 13,2019 "HM Bon" dt ro x x x xxx u ux >hMmxxx xx°xxxxxuxxxu �xx x,a,� xxx m Assn. APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) f - � 2019-2016 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT OCC.CODE EXPIRES SEPTEMBER 30,2416 _ 182Sti9'— 090.022000 Cm*aaor t Em&yew SREN bVn HeOR Fee 18.06 Hazardous waste Surcharge 40.66 Law LRsrary Fee 0.00 BUSINESS RAMDIAL BOYSIE GANGA 207 KELSEY LN K TAMPA,FL 33619 1' ,s <1. ' NAME RAMDIAL BOYSIE GANGA MAILING DBAITHE HOME DEPOT AT-HOME SERVICES ADDRESS 2690 CUMBERLAND PKWY STE 340 Paid 14-0-223224 ATLANTA GA 30338 071072015 58.00 BUSINESS TAX RECEIPT DOUG BELDEN,TAX COLLECTOR kA$XWt"PM0AP$b-%MeTAA TO 04.11 873.87&6200 rcRJevesn' °Ala+'Cot ocl-ftTt�u � "�"�'' TWS BECOMES A TAX REMPT VMM VALIDATED. Axaa rw f y 7 m a. m W C'3 Q 2016-2D1S HILLSBOROUGH COUNTY SUS#NESS TAX RECEIPT EXPIRES SEPTEMBER 30,2016 475732_ OCC.Ct?D& 090.01{y W Contractor 1 Employees REtE1dJAJ!. RmWt-Foe 18.00 Hazardous Wage Swcd wua 46.0o Lew Library Fee 040 BUSINESS GUILLORY EOWARDLYNN 207 KELSEY LN K Aft TAMPA,FL 33649 nNa 9%201 %j envit) NAME GUILI,ORY EDWARD LYNN MAILING ABA1THE HOME DEPOT AT-HOME SERVICES ADDRESS 2690 CUMSMLAN0 P(WY STE 300 PaW 14-0=223229 ATi.,4[tIT,A,GA 30339 07/0712015 55.00 BUSINESS TAX RECEIPT OOurartLIDEN,TAX. COLLECT6111 w s w�a®r4A�as�6vLEFE vx w S8arw 813-""2011 Mte4iW�8S.E3�iE6Pd�iPi.tlR OG6VActTiGFI SVECt'�F1CftfON THIS ASOMES A TAX RECEIPTS VA4.WATED, N CD LO Ol M M r` lr') Q1 l0 m ri Lr) (9 N LO t9 I9 a--I L m N m W 0 2015 -2.016 HII LSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30,20'18 175733 OCC.CODE fttk—riI- OW-000004 Contractor I Employees RBoeIpt Fee 18.00 Hazardous Wast®Sinchorgo 40.00 LawiJbreryFee 4f.00 BUSINESS ROBERTS QUINN MITCHEU 287 VXLSEY LN K TAMPA,FL 33BIS20151MAIVIKI NAME ROBERTS QUINN MITCHELL NWUNG DBArFHE HOME DEPOT AT440ME SERV[cES ADDRESS 2890 CUMBERLAND PKL11Y STE 300 Paid 14-0.22=4 AT LAMA,CoA 30339 07107tZ048 58.00 BUSINESS TAC RECEIPT WUG BELDEN,TAX COLLECTOR HA9 t�REeY FAtOAAR: 'rNi YOB $1a-9 . iw ,ana�c+sa�arca:onc�cuvar saet�reriwertecn THIS BECaMESA-TAX RECEIPT N WHEN VALIME13, 00 Lo En M m r- v e7 m LO m m N LD 0 m , 4 m M m Ld (D Q IL ACCdL42f?A7. MS -2010 HILL890ROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30,2046 23 OCC.CQOEJf Etnp�e$ iRENEMAL 34 O .i?dQ04� Contractor Receipt Fee .up Hezo.Wous WwAe Surcharge 40.00 Lave Libra Fee Library 0.40 BUSINESS ESCUZA EDUARDO 207 KELSEY LN K TAMPA,FL 35619 ACm NAME ESCUZA E©UARDO MALUNG THE HOME DEPOT AT HOME SERVICES ADDRESS 26Sp CUMBERLAND PARKWAY STE 300 . Aoki 94-0-223238 ATTLANTA,CSA 30330 07(0h1 15 68.00 BUSINESS -ST/"iX RECEIPT DOUGBELDEN,TAX COLLECTOR k'-5 MMOV PA1A PRMLOM W W U&AM OU364200 eeeues p ,dcaccuvuron c ox TNS 6EGONM ATAX RECEIPT WFIEN VALMATM. N 00 LD Oi i M M N V LE) (l Lo m r-I Lr) q a4 CD N L0 m m r*1v r"TTr; n�, .,Y'loo CFM 2015RO66?461 N, OR BK 29820 F9 896 (Ifts) RECORDED 10119/2015�* '!:5 a.1"3- HARVEY RUVINs CLERk OF COUr� MIAMI-DADE COUNTY i FLORIN LIMIJED EOW IR Of AnORN at IT KNOWN, that Lu ts HWwomz— ("Principal") has made and appointed, and by these presents does make and appoint THD At- Homq_ Services, Inc. d/b/a, The Home Depot At Home Services and/or its agent KwArrpi S 1Yvl true and law6l Attorney-in-Fact for himther and in his/her name, place and stead, for the fgllo cific and 11mfttd_gMM= To execute any and all documents reasonably necessary, Including without limitation any permit applications, for the sole,specific and limited purpose o(obt2ininit a permit for home Improvements an behalf of the homeowners) K LttL and for the pro ted at: AR(a jrh la: M I jto.e 2i giving and granting said Attorney-in-Fact, full power and authority to do and perform all and every act and thing whatsoever necessaryto 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 and seal this day of .2011' Signed,seal and delivered in the presence of.. Wit, Print al STATE OF-_r-_L0-MDA—,eeUNTY_0F DADE cou CO Witness 'Z:17 I HEREBY CEWIPY Mat tN(s is a true cooY of OR cicax C, -131'of crijinal file'd i")this rjh"h;'�� A_ STATE OF 3nd and"N6"S W1 �'Af �'t'and counly Courts H EY RU N,CLERK, "o COUNTY OF !�jmt4-10-5 a Notary Public in and f F reby certifythatLMS H24WM�'62- who is either()personally known to me,or O who provided -0#-- as identification, appeared before me this day in person and acknowledged that hdJshe signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this this tR day of 120,°-f , GO: ..0 GO: GO: 0. * GO Notary Public My commission expires: % MARIUSKA MORALES %�`o Not• • • ary Public.State OGG a t Florida Commission#FF 220108 GO: :0 .• 0 0.0 .• 0 dy Comm.Expires Apr 13,2019 980 d - Bonded through National Nota Authorization ""ll NotaryY AAssn,P` 5-20-09 0:0 0:0 t IS t Hurric an2'jalFabric -r; �' M 1505 Poinsettia Dr Suite H-3 Delray Beach, FI 33444 Date I IS To: MI AyA 1 S MVfW5 44 Hurricane Fabric,LLC is the Florida Building Code HVHZ Product Approval Holder for: Product Approval No. Astroguard 17661 This letter authorizes c D&S ", "6 to use the above named product at the following job site: 8S 3 Buz q b r Thank You •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • Scott Purcell Hurricane Fabric, LLC ••• • • Y • ••• • • 000 0 0 • ••• • 0 THE-HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET JOB# 8588429 Name: hernadez Build Height 15' Type Of Anchor Specified 1/4 TAPCON Type Of Construction Poured Concrete Shutter Opening Design Shutter Shutter Length Vertical Opening Size load Glass Shutter Anchor Spacing Shutter Anchor Spacing No. Type Product or Width Height Edge Distance Mounting Mounting Open. P/A/W Approval No Spam Horizontal IN IN Zone Distance N (-) Separation Detail TOP TRACK Detail BOTTOM TRACK 1 hurricane FL 17661.1 85 Vertical 39 79 4 3" 1 40.1 43.4 14.88 wall 10 wall 10 2 1hurricane I FL 17661.1 47 Vertical 47 41 4 3" 40.1 43.4 6.63 wall 10 wall 10 NOTES: 061b _ a I LII' Ri*1 � I f _ • • •• • • • • • fI � 1' • •• • • • • • • •• C ... ..•1 6F1* era° Q�7 r a a 2 garage .. ... . . . . . .. . . .. . .. . . . . ... . .. ... .. . . . .. front dpor••• ••• ••• . .. . . . . . . . . . . .. . . . . . . .. ... . 51,4" ... . . . . ... . . . . . . . . . . . . .. .. ... .. . . . .. .. . . ... . . FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph r Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.6 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 4B.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 j 75.7 51-60 46.3 50.2 61.6 1 50.6 54.9 67.8 51-60 53.4 1 57.6 71.2 58.4 63.3 1 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE I COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62A 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70A 57.6 62.5. 7761 41-50 47.2 51.2 163.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 e 60:® 65.0 80.2 0000 6 6 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 -61.9- 67.1 ee9 6 6 LOCATION LOCATION 9999•• 9999 969686 EXAMPLE EMMPLE MIAMI-DADE COUNTY MIAMI-DADEDt�D1�TY 6 6 6 •6666• 6y7� r ■r 09600 GENERAL NOTES: .666.9 66.• 66:66• 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FORAMPONENTS AND CLADD;;;(f 10JLCANE•6•••6 ••6 6•• SHUTTERS.IMNDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN • PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUT -11JA ltC. 6 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE • 0000 0 6 AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCD 7-10 FUBLICATI�K'•0 6 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED :see.: BY THE CITY OFFICIALS. 00 000 : 6 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having#i@ Size* of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBG-HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30%open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4°%of the least horizontal dimension or 3 ft Roar Slope Z E N G C O,Inc. zsl z4 I * Engineering Services.CA 8116 z4 I Z5 z51 I SEP 2 3 2015 p MENEI RD01 e 5595 Orange Dnve 2('1 &A Q v_ ,00� DAVIE-FLORIDA 33314 yd Yp g�. *+ as Tel:(954)5,55-0304 a <=BW x 0.1 or a<=h x 0.4 e-gad:Engco@AOL.co,- PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 6/2--/2015 Florida Building Code Online fal hi a :'ski 7� X �/ "tl',6i 'l............kw_ �' � �� � :. ��.� - ,,,�. „� ���, � � /rz`�.///iii ..»6.:.,""....�.W +�•'! "` tBCIS Home Stats BCIS � H Lig In User Registration Surchargeamsstaff Publications Site Links Search map Product Approval aLaUSER: Public User f Product Approval Menu > Product or Application Search > Application List > Application Detail q 7 . It FL # FL17661 Application Type New Code Version 2014 Application Status Approved i r PP PP s o\ . g Comments Archived 0 N Product Manufacturer Hurricane Fabric, LLC F Address/Phone/Email 1505 Poinsettia dr STE H-3 n Delray Beach, FL 33444 . ;••••• •••••• (941) 893-7900 •..• •••• •• scoff@hurricanefabric.cogl.... •••••• •se•,• 1`2" 9� 0000.. Authorized Signature Frank Bennardo .""0 •. • frank@engexp.com "" •• ••;••. 00000. 0000 0000. Technical Representative Scott Purcell 000000 Address/Phone/Email 1500 SW 30th Ave ;• s;• •••••• Unit 4 :0000: i, Boynton Beach, FL 33426•• • •• ;•; • (941) 893-7900 •• • scoff@hurricanefabric.com Quality Assurance Representative Yehuda Bar-David Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 Is �� (561) 742-3756 yehuda@hurricanefabric.com 3.. . U, ft Category Impact Protective Systems f Subcategory Removable a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received file:///Cl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm[7/15/2015 6:18:39 PM] `Florida Building Code Online Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 \M, . ` Quality Assurance Entity National Accreditation & Management Institute 0 a ,f« Quality Assurance Contract Expiration Date 12/31/2018 l „ Validated By John Henry Kampmann Jr. F1 Validation Checklist - Hardcopy Received ' Certificate of Independence FL17661 RO COI Indep.pdf Mk Referenced Standard and Yearof Standard)) Standard Year TAS 201 1994 TAS 202 1994 �uti TAS 203 1994 Equivalence of Product Standards a Certified By , � \ Sections from the Code t 1 °` ( Product Approval Method Method 1 Option D • 1 ...... Date Submitted 04/22/2015 •• •••••• •• Date Validated •••••• •••• •••••• \\F, 05/01/2015 •••�•• • \ " Date Pending FBC Approval 05/10/2015 .. ;••••; \ Date Approved 06/23/2015SlU •••••• •••• ••••• m7E■411# P7M rod SIR �. ._.._ •••i+r a _ •• FL # Model, Number or Name Description ;••••• • .....__....__..: :. 17661.1 AstroGuard Fabric Hurricane Prot2ctidn SyEtLI-nJO; • y z \a\ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17661 R1 II Dwa.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, Impact Resistant: Yes P.E. PE0046549 wil Design Pressure: +60/-60 Created by Independent Third Party: Yes I 0 I Other: Evaluation Reports \ FL17661 RO AE Eval.ndf Created by Independent Third Party: Yes Back a a f .1Neg �f \ 4 GContact 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 xj Under Florida law, email addresses are public records. If you do not want your e-mail address tile:///Cl/Jsers/Road%2ORunner/Desktop/Florida%2OBuilding°/a2OCode%2OOnline_aspx.htm[7/15/2015 6:18:39 PM] Florida Building Code Online r: t released in response to a public-records request, do not send electronic mail to this entity. *11111, Instead, contact the office by phone or by traditional mail. 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 emails provided may be used for official communication with the � f 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 . ,z Product Approval Accepts: 9 . set-ct#ttvss> • •••• • •• ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• 00 0 6.6 • tile:///Cl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%2OOnline_aspx.htm[7/15/2015 6:18:39 PM] r ASTRO GUARD WIND ABATEMENT SYSTEM 'S GENERAL NOTES �': C OF 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED •',�O ' �L IN ACCORDANCE WITH THE 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!o INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 2� V id THE DESIGN Of THIS SYSTEM. WINO LOAD DURATION FACTOR Cd-1.6 HAS SCREEN w S"• BEEN USED FOR WOOD ANCHOR DESIGN. -- - h� V W 3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE (3�+• C m w$ WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN _ z +' ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS .N-4 9 I W DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE -y w„� U FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE STITCHING OI 0: OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY p W ASSEMBLY AS SHOWN. '4 p 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 1 SPLICE DETAIL PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.PANELS HAVE BEEN DESIGN N.T.S. WITH A TOTAL 2°PRE-LOAD SLACK. 5, 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 _J "'> USE IN CONJUNCTION WITH THIS DOCUMENT, 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE MAX D.C. H EXISTING STRUCTURE. 2"MAX SPACING 2°MAX 2°MAX G u 7. THIS SYSTEM IS INTENDED FOR USE ONLY DURING WIND STORM FROM - --_-PER ANCHOR FROM EDGES FROM EDGES 7 EVENTS.WHEN NOT IN USE,PRODUCT SHALL BE PROPERLY STORED AWAY EDGE i I SCHEDULES OF OVERLAP OF OVERLAP PQ C FROM PROLONGED EXPOSURE TO DIRECT SUNLIGHT OR OTHER WEATHERING Q' CONDITIONS. LL Q B. UNLESS OTHERWISE NOTED HEREIN,ALL SCREWS SHALL BE 304 OR W N 316 STAINLESS STEEL OR CORROSION RESISTANT COATED SAE GR.5 y CARBON STEEL. _1,2OPTIONAL OVERLAPPING SECTION 9. MAXIMUM PANEL SPAN:18'•2° 2 SHALL HAVE A MINIMUMOF(2)CLIPS ' Y $ 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:§60 PSF AT EACH END,LOCATED 2°MAX FROM m O O 11. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE EDGES OF OVERLAP,CUP AND inn w LABEL PER PANEL CONTAINING THE FOLLOWING: ANCHOR SPACING AT OVERLAPPED aI" HURRICANE FABRIC.COM LLC SECTION SHALL NOT EXCEED THOSE PO BOX 50153 NOTED IN ANCHOR SCHEDULES. CLAYTON,MD 63105 _ TAS 201,202,203 FLORIDA BUILDING CODE APPROVED iv 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. t 13. DISSIMILAR MATERIALS SHALL BE INSULATED FROM TO PREVENT 13°MIN. 9 Z7 CORROSION AND ELECTROLYSIS AS NECESSARY. ..... 14, EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TC l k' 2 ' RETENTION CLIP END CONNECTOR. 1 It � RHODIA ENGINEERING PLASTICS SIM, POLYAMIDE 66 •• ••• • • • FABRIC SPECIFTCATTON: • • • ''" � j • s •• • s • • •• • • • {►-�-•-•---•-...___..--MAY 8E INSTALLED TO UNLIMITED WIDTH.--___...-------.........._._ TYPE OF YARN:TEXTILE CONSTRUCTION:2 25 FABRIC A 5 VE •s• ••• •s• ••• NOTES PAYElS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR.SIDES.FOR FOUR THICKNESS:100D MICRONS t 5% SIDE ATTACHMENT,THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS, FINISH: RESIN COATED SrJ'Z4J'Z WEIGHT(ASTM D 3776):10.83 OZ(YD- TENSILE STRENGTH(GRAB METHOD,ASTM D 4632):WARP:879 LSS,WEFT:879 LBS ••s ••• • TYPICAL PANEL INSTALLTION - BURST STRENGTH(ASTM 0 3786):1500 PSI • • • • • • • • P - B ABRASION RESISTANCE(ASTM D 4886):95%STRENGTH RETAINED • • • • • • • Iy N.T.S. EXTERIOR ELEV SEWING: • •• • • • • e • •• 11 ••• • • • • • SEWING ONLY AT SPLICE(SEE SPLICE DETAIL).NO SEWING AT EDGES. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r s •`j��i MINIMUM GLAZING SEPARATION FROM GLASS INCLUDING INSTALLATION SLACX , ••� II4"MAX TO EXISTING DOSITtVE DESIGN LOAD r SCREEN EDGE HOST SPAN ( - �� PSF +60 PSF F t40 PSF +30 PSF STRUCTURE - ' ANCHOR pER 4'-0" 6 e$ 663 6 13 5 75 -- - iiiiief �11.11 tj EMBED, f ANCHOR w .. 11 13 988 a 900 SCHEDULE EDGE DISTANCE ..8 20 88 34 i8 38" 16.8m., Ty '!1 _ 12-0 26,38" 24.W' .__2313" 21-13" \ ANCHOR PER `. "' Ty 14-0 32 13' 30 3B' 28 25 25 7S' W A ANCHOR 34 8... 34 13 32 38' -32 38" 32 38" "q^ SCHEDULE L 1J4"MAX TO 16.0 38.25" 36.88" 36 88" MAT, W i I SCREEN EDGE .. 36,88' w X w -(8)88x112°PH SMS 17 D 41 38 39 00' 36 88" Lu TxI' ! 18'-2" 45 13" 42.50" : 39 50" ; 36.88" UI d`�"U`i TX NOTES: -......__._ y m m w$Q 1, SEPARATION FROM GLAZING IS REQUIRED FOR Z .moi O $ ALL INSTALLATIONS WITHIN THE HIGH W L� /w (8)#8x1(2"PH SMS VELOCITY HURRICANE ZONE,WIND ZONE 4 AND ' N a EXISTING �cs ESSENTIAL FACILITIES. c W u3 HOST /W 2. SEPARATION IS NOT REQUIRED FROM ANYr b w STRUCTURE FENESTRATION PRODUCT THAT DOES NOT w+G g 'SCREEN CONTAIN GLAZING. r 3. SEPARATION FROM GLAZING IS NOT REQUIRED (- SCREEN FOR INSTALIAT[ONS OUTSIDE OF WIND ZONE 4 AND ESSENTIAL FACILITIES. 4, INTERPOLATION OF THIS TABLE IS NOT _ PERMITTED.UTILIZE NEXT HIGHEST V ._ SEPARATION FROM GLAZING VALUE IF NEEDED. p r WALL MOUNT CONDITION 2 INTERIOR MOUNT CONDITION LOAD ONEXISnNGSTRUCTURE FROM SCREEN SYSTEM 8 N.T.S. ---SECTION VIEW Z N.T.S. SECTION VIEW Tx-PARALLEL LOADS(PLF) E A Q SPAN .. .DESIGN PRESSURE+ PS.).................... I Q od 04 fi0 50 40 30 ,^t 4 0 235 4 1 208 5 179 B '148.3 w a 6 0 -739T-1-27i2 235 4 .3943 Z N Y 8 0 373 7 330,.9 285 2 23S 4 z 4 00.125" 4.450"� }.......1.478 0.188" 10-G-_ 433 6 384 0 _ 330 9 273 2_.. a y 0.281"7 00.406"4- 489.7 433.6 373.7 308.5 p 0.486" --- q q r 00.406 14 D 542 7 480 b 414 1 341.9_ N �0, 14 8 559 8 495/ 427.2 352_6 16 0 S93 2-«-525 3 452 7 373 7 17 0... 617 7 547.0 471.4 0T _18'-2" 645 6 � 571.7 492.7 406 7 - 0.803• - ® 4.486" -- q q ..... LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM IZ i Ty PERPENDICULAR LOADS(PLF) GI •`r, 4.250....._...-_'. ...... ._ .... .. .. k90 442°�.._..4 rr 0.160" DESIGN PRESSURE j+( PSFL.. g .i...-..� 0.050" 1 SPAN 60 SO 41. 0 30 ... t 0.100°-J-- 1.0.100' 4 9 1d0 0 100 0 80.0 60.0 I TYP, 6 .. 180 0 1S0 0 120 D 90.0 I TYp. $0 _ 240 D � 200 0 160:G_,170-D I �• 10 0" 300.0 250 0 200.0 150.0 0.350" •• •• • • • • • ® E2 0" 3fi0.D 3004 240 0 180 0 --' • • • • • • • • i4-D 420.0 350 0 -2-8-0.0- 210:0 00.706" • •• • • • • 14'-S' 440.0 1366 7 ...293 3 220.0 • • • • • • ••• ® 16:-0- 480,9 400,0 32O.R240.q'.'", _ 7 •• •• •• • • • f• 17 0'... 510 D._,_, 425 0 _._ 340 0. ..255 D .� R• 0.063"TYP. 18'-2' 545.0 i 454.2 _363.3 272.5 I g L5-2452 • D.0•;T P' • ••• • ••• P.ASiR_4kgsJ±+Pn . • • • • • • • • BOTTOM MOUNTING CLIP ••• - •TONMOUWN(; CLIP N.T.S. POIYAM(OE 66 N.T.S. POLYAMIDE 66 • • • • • • • • • • ••• • 0 • 000 • • MAX D.C. [[ 2`MAX SPACING Y MAX �t Q�"• FROM}- }-}PER ANCHORSCHEDULES }-} FROM IvCl• ""'.,. EDGE II It 5CHEWlES I I EDGE P. TOP OF PANEL -DENOTES TYPICAL ANCHORAGE POINT ALONG F �\ TOP AND BOTTOM OF PANEL ...._ z[� 5vIw€a Q� 2 W 0$${wa BOTTOM OF PANEL W ~ - BOTTOM OF PANEL;7 y tt 3 e W•• z ANGLED PANEL INSTALLTION 3 N.T.S. PIAN VIEW J �J m V= PANEL DEFLECTION � o SHALL BE MEASURED !—FROM THE MID-SPAN LL$ v ..... SECTION OF EACH PANEL WHEN STORM Z BARS ARE USED,TYR ZO �+u zE MAY BE INSTALLED TO UNLIMITED WIDTH- -- WALL BEYOND- m � ~ ANGLED PANEL INSTALLTION _ N.T.S. EXTERIOR ELEV 3 ..... � DEFLECTION AND GLAZING N SEPARATION MEASURED FROM PANEL MID SPAN NOTE:NON-SPAN OVERLAP SHALL BE A MINIMUM OF 1.5 X THE PANEL 2 PROJECTION FROM OPENING f DEFLECTION AND GLAZING SEPARATION MEASURED -----FROM PANEL MID SPAN y2• , - �,7 1_j 15-2452 —/ SCAL& - • ••N1 • •• WJ STORM BAR / /• PA41E Df3,CRIPTIQds • • ( •- • INSTALLATION 4 •• • • • 3 N.T.S. VERTICAL SECTION / y�4N lEbe •II�S�Q LT�ON 3 N.T.S. VERTICAL SECTILi ON • •• •• • • • •• •• ............ 10,1 g.mg 4,---- I•NO*� FENK: �,sqgg ---#y Olown W.t,4 wu%F.?.+,N' -law 0 9�. 1/4'MAX TO ,.• 8••. 9., SCREEN EDGE - r SCREEN EDGE CEIVSF':�O EXTRUSION 2 .� E --- 1 EXTRUSION 2 5 -EMBED. .548" 548" MBEO. (ITA OF EMBED, 1 114"MAX TO _ �0 J2„ SCREEN EDGE ANCHOR ANCHOR / + ` ANCHOR PER PER ANCHOR {IjZj ANCHOR PER ----- SCHEDULE- Ty SCHEDULE Ty V SCHEDANCULE — .. �..............--- ._- CoWry d C7 Ty 1{4-20 STUD W/ 3 1!4-20 STUD W{ t:J 46 ug 2 _ WASHERED WINGNUT 1210.C.MAX WASHERED ZX Nm w Tx AT 10"O.C. p Tx WINGNUT AT ..9 jp EXIST[/cwa 1D"O.C. W W LL -1/4.20 STUD WJ w p _ WASHERED WINGNUT �EX75TING /t9 /p N K p HOST /w 2"X2" Tx AT 10"O.C. HO`-'T /woul /EXISTING / STRUCTURE/ STRU��/ BUILDOUT r w W HOST_ /w / (e)*Sxi{2°PH SMS TUBE (8)t$xi12°PH SMS •+D� -(e)A8x112•PH SMS _ SCREEN SCREEN- e SCREEN U:k 8 ALTERNATE ATTACHMENT13 h ALTERNATE ATTACHMENT m z EXTRUSION 2 MOUNT 3 BUILD OUT TUBE MOUNT ALTERNATE ATTACHMENT g " N.T.s. SECTION view 5 N.T.S. SECTION VIEW W o o i EXTRUSION 1 MOUNT 2, z N.T.S. SECTION VIEW _......1.556° s z z w ce 1 H _ � I I f-a.IBs" N 016s" 0.374" }-1.315"-...t._-1.558" -1.315"••-}T S � 4 F TRACK 1" T-CLIP .�1 . ,. 'T"---�Y_ 2 N.T.S. 6063-T6 ALUM 4 --- p N.T.S. 6063-T6 ALUM 1 • • • • • • • in -0.185" ' '���� ry � .----2.18$" 'i 15-2 _,_L0.38S° 452 L_....._-.. SCN.Gt - ... �. - • • • • • • • • - PA88 OFSCRiPT.O({3 BUIL® OUT F TRACK . _.. . ' . . . . �-1.315 . —2.55$ 1.315 � 6063•T6 ALUM• •• • • : • • • • •• ,."� . 2"X2"*B+JILlD0UT TUBE 2u T-CLIP N.T.S. _... 6063-T6 ALUM N.T.S. 6063-T6 ALUM ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y ANCHOR NOTES: i/4-TTWBAMMY SSCANCHOR SCHEDULE INtERtOR MOIhNT CONDITIONjIN_O CZ ,,,,,_ _ --- 8205 PSt M9N CONCRETE HOLLOW CONCRETE BLCCK GROUT•FILLED CONCRETE BLOCK 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 5 2. PRESSURES LISTED IN ANCHOR SPACING SCHEDULES REPRESENT BOTH POSITIVE AND so PSF BD PSF 40 PSF 34 PBF__3 s0 PSF 5o PSF 40 PSF 30 PSS 80 PSF So PSF 40 PSF -._30 PSP �•a NEGATIVE PRESSURES. _. 3. ANCHORS SHALL BEINSTALLED INACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 4•-0" t00 I oa too t0a- 900 too -too too Ino too toa 1oa 6.43" 70o too too Sao• ,!I az ea 10.o toa tog 100 900 109 TA Q3' 4. UNLESS OTHERWISE NOTED HEREIN,WHERE ANCHORS FASTENTO NARROW FACE OF STUD _ �'- 'I ? ps - 9.0 t90 a as 700 100 t0a ��, e+: FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE .8"6' - _ t00 ,.,._100 t90 T 900 B b -�_.. ..,.._...._.._.- -,--__ <(, 10'-W 100 WA 9a0 90A 8.4 1 83 7.S 9.4 72�.. 88 100 100 ty �� DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 980 4 8 ; 6A ; 6.5 i 8 2 e t 7.2 $S t0 0 �_._. 5. WOOD HOST STRUCTURE SHALL BE*SOUTHERN PINE"G=0.55 OR GREATER DENSITY. 12-6". 790 700 900 �,.... 144' ta0 4 100 Inc 790 47 47 5.7 72 53 83 78 08 _ ae V 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT fJ AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND O€HER WALL FINISHES. 7a 8" 96 _t90 t00 to 0 /%/ 4 s 55 80- 5.1 -_ 80 73 85 189 89 100 10.0 400 �/ 42 51 85 47 __ SB _e_8 88 xa 7, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES ... ,r - - L UI 1T-0" 84 99 10.9 700 / 4048 82 44 b3 8.4 83 MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED ........ ..... .. ._._.---..--.- -- ----- ----- 18'-P 7.9 83 10.0 10.0 4.8 S,8 4.2 48 8.1 7.8 IN SPAN SCHEDULE SHALL APPLY. �01 W$ B. ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL Z rd EXISTING BLOCK SHALL BE ASTM C-90 MIN. W 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD 114 ttWSAMMY SSC,ANCHOR SCHEDULE WAIL MOUNT CONOmON(8v OC.) __... w VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 31fl5 PSI MIN CONCRETE -HOLLOW CONCRETE BLOCK GROUT-FILLED CONCRETE BLOCK 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN BASE ANCHOR r AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT")U.N.O, '. DESIGN PRFSSUt2E _ DESIGN PRE8SURE DESIGN PRE88URE - ,p 11. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 8o PSF,. PSF 40 PSF 30 PSF 80 PSO PSF 3 A0 PSF 30 PSF,,, BO PSf SO P ....A9 PSF 138 PSF "' a 4-0- 100 MIT 10.0 100 87 100 1010 90.0 9010 40A 900 100_ 12.EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: -- 4 _ _ 12.1.1,4-_ITWSAMMYSSC sn 100 700 00_ Go 7a 6a 97 tog 83 as 00 400 8'4 900 100 100 700, i 68 a7 78 § 97 g8 ( 77 90 10o 12.1,1. 2-1/4'EMBEDMENT AND 2-1/2"EDGE DISTANCE TO CONCRETE 10'•0" , 700 .,100to.G 740 49 68 87 82 58 �---86 ?7 94 _ 12.1.2. - - EDGE DIS BLOCK 43 de 5d 72 51 58 88 83 . . . 2-112°EMBEDMENT AND 2.112°EDGE DISTANCE TO GR UT-FI CONCR 1x-0" f, la 109 100 100 --- {,� 144E 80 100 100 100 44 _62 y 8.4 ,,, 48 S2 81 ( 74. J a 12.2.1/4" ELCO PANELMATE(MALE OR FEMALE) - J 14-8° 87 WO t90 10044 .,.., „59 72 12,2.1, 1-314'EMBEDMENT AND 2-112"EDGE DISTANCE TO CONCRETE -........ t _ •�' 4.7 I S.a a t t 4 7 6.6 6 s a 15.0" 82 64 166 100 12.2.2. x-1/4'EMBEDMENT AND 3°EDGE DISTANCE TO HOLLOW AND GROUT-FILLED -- """ 4.6 g.g a 6 s 3 6 b ~= 1: v 170' 78 _e R.._;_104 100....... ..._ T... U tiYE;n'1 TE BLOCK 18'-T 7.4 8.S i t0.0 90.0 4.3 ! S.3 4,3 i 5.7 8.2 I-/W 12.2.3. 1-718"E G v 12.3.1/4"POWERS HOLLOW-SET DROPIN g)'�M p 12.3.1. 7/8"EMBEDMENT AND 3-1/2"EDGE DISTANCE TO CONCRETE AND HOLLOW AND <a to� a GROUT-FILLED CONCRETE BLOCK 12.4.1/4"ELCO PANELMATE INSERT 414 ELCO PANELMATE pAg OR fEA1ALE)ANCFtdt SCHEDULE_7NTERIORMOUNTCONDmOMSIN,,Q:c,)....... .. o o 12.4.1. 1-518"EMBEDMENT AND 4-EDGE DISTANCE TO CONCRETE - HOLLOW AND GROUT-FtLLED CONCRETE lT U.) m a 8323 PSI MIN CONCRETE G-1156 MIN WOOD z 12.4.2. 1-114"EMBEDMENT AND 3.112°EDGE DISTANCE TD HOLLOW CONCRETE BLOCK BLopt _ G a• 2 12.4.3. 1.112"EMBEDMENT AND 3-112°EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK SPAN �GN PRFS3t1RE -............: tY2SKIN PRESSURE _.. DESIGN PRESSURE- �____„ ((e9j'q q= z O 12.5.l-4"ALL POINTS SOLID-SET 60 PSF 5o PSF 40 PSF 30 PSF 60 PSF SO PSF 4OPSF 30 PSF 1 s0 PSF _SO PSF 40 P8F 30 PSF 6 a 12.5.1. 718"EMBEDMENT AND 3-EDGE DISTANCE TO CONCRETE AND HOLLOW AND .....q'-0" 409 _ 100 .j 10:0 100 80 _.100 30.0 t0a 700 100 109 ta0 _ w GROUT-fILLED CONCRETE BLOCK g•0" 7O9 900 'Ip0 900 85 75 88 100 100 790 100 100 .y F 12.8.1/4"POWERS STEEL DROPIN 843 100 790 n Tao , s2 eo iz 80 ; e6 100 70o Goo ce �+ 12.6.1. i"EMBEDMENT AND 3-112"EDGE DISTANCE TO CONCRETE 10 0' 400 700 740 900 y 44r 51 BD 75 71 83 100 700 12.7.3/8"POWERS STEEL DROPIN 92 Or 66 109 1ao 700 a4 S2 B.S 80 71 89 00 12.7.1. 1-9/36-EMBEDMENT AND 5-1/4'EDGE DISTANCE TO CONCRETE ..... 14 9' 77 80 109 9010 ice/ 4,6 58 53 82 7S 98 128.1/4"POWERS POWER STUD(STAINLESS STEELI 148 74 87 t0a 900., r` ,f 4_5 56 50 59 72 82,.,,,, 12.8.1• 2"EMBEDMENT AND 3 EDGE DISTANCE TD CONRETE 8.8 8 7 9.7 90.0 _ �,• 4.2 5 2 4 7 S 5 8 7 e 8 12 8 2. 2 EMBEDMENT ANDS 1(4'EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK • 5.0 44 5a 7T.0• 88 __77 __92 t0A ...... ..�__..- .�......6.0 �IrB Is 129.11 ELCOPANELMATETVAS te•r.� sz 72 8.7 10.a a.T 42 4s s.9 7.7 A!• ' 12.9A, 2"EMBEDMENT AND 2-112"EDGE DISTANCE TO CONCRETE f 8 12.9.2. 1-1/4"EMBEDMENT AND 3°EDGE DISTANCE TO HOLLOW AND GROUT-FILLED 1 CONCRETE BLOCK '.+ 12.9.3. 1-718°EMBEDMENT AND 314°EDGE DISTANCE TO WOOD _,_114°EICA PANELMATE jMALE OR_FEMALEI ANCHOR SCHEDULE WALL MOUNT CONDITION(IN.D.C.) 12.10. 1/4"ELCO PANELMATE_FEMALE ID HGLLDWAND caour FlLt FDcaNCRETE r G-0.65 MIN tA'OOD 12.10.1. 1-314"EMBEDMENT AND 2-1/2"EDGE DISTANCE TO CONCRETE 3323 P31 MIM CONCRETE BLOCK SPAN - .. .. .... 12.10.2. 1-1/4°EMBEDMENT AND 3"EDGE DISTANCE TO HOLLOW AND GROUT-FRIED DESIGN PRESSURE .DESIGN PRESSURE _ -DESIGN PRESSURE - --_.__... __._..._ CONCRETE BLOCK . .%PSF •40 P •10 PSF•. 89 PSf 5a PSF 40 PSF 30 PSF 80 PSF a0 PSF 39 PSF •� . 12.10.3. 1-718"EMBEDMENT AND 314'EDGE DISTANCE TO WOOD 4'dl" D- *00• Rt. *190 8 7 W a 9 100 180 f 100 100 900 40,0 y0 •10 C• •1G• 64 73 8J 100 89 100 704 4a;0 a •10 •00• 41006••100• St S8 70 87 72 83 87 t0.0jig � q i100i _�g_ 43 -7-50 39 T9 81 TO 83 10.0 . X2'43"_.i�2 �.�4 • tU_0� 84 53 81 72 7.3 83 _ 8.8 1001__ 48 67 48 5S 84 80 148° 70_ et 95 .. 44 85 d8 59 62 77 1�j-13.52 18-9' es ...75 8.0 109.... /, 4.9 69..... 43 40 ..._... 58 7i..., SCALE, - _.._ _... ..mm • 174D7 83 •..72 •••8,5 4.9 41 .... 47 X98..._ 89__... p¢1{BnesGRxPIrtON4 • •18'- { 8.0 �8 i8t -i70. 1 � 4:7 I' 4.5 59 86 • we • • • • • • • • • o 01 ••• • • • /- ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 114"POWERS HOLLOWSET DROPIN ANCHOR SCHEDULE tm'ELCO PA_NELMATE INSERT ANCHOR SCHEDUL£ INTERIOR MOUNT CbNp1T10N QN.O.C�_ ,,. +Y/i/ IMER113R A10UM CONORtON IN.O C. _ 2700 PSI MIN CONCRETE HOU-OW CONCRETE BLOCK GRO7t FILLED CONCRETE BLOCK HOLLOIYAND GROUT-FILt.ED CONCRETE DESIGN PRESSURE DESI(3NPRESSURE -��i l DESIGN PRESSURE r • �^' 4000 PSI MIN CONCRETE BLOCK 8D PSF 617 PSf 40 PSF 3D PSF 80 P3F 60 PSF 40 PSF 30 PSF 60 PSf 150 PSF 40 PSF 30 PSF SPAN DESIGN PRESSURE... ._�__ DESIGN PRESSURE d•0" 100 100�1 900 ������100 100 100 900-- t00 _100 � 100 900 100 _................ __ 60 PSF t bO PSF 140 PSP # 30 PSF 60 PSF..,'..50 PSF � 40 PSF�30 PSF _8-0" t00 900 9a0 90.D _9.7 100 100 I 100 100 10.0 10.0 100 - (�7 OF 100 10.0 10.0 -i 52 S.9 88 I 8.3 B-0" 100 t00 106 100 78 80 1tl0 100 78 92 900 100 + 8'-6" 98 900 100 ta0 y ........4.5 B.z..._. ..83.... ......?0-0 ._.86 900 700 ....100... 66 75 BO �.. to0 e6 77 92 100 Q a� Bb" 77 89 100 i 700 - 4.2- 6.2 17-0 7S 80 900 : 100 S8 85 78 87 &7 85 78 100 .. ... .._..... 1 70'•0' _6S 75 89 100 f 4.8 t4-D" 64 75 92 100 50 67 89 sa X89 59 70 88 12'0" 57 85 7T 96 148 6.1 72 88 100 4.8 5.5 66 -03 49 88 88 8b U id0 31 58 09 85 � / 18'-0' 67 67 81 100 4.4 S2 82 ,... 78 45 63 83 79 Wa 48 36 8.7 'a 83 { f1T-D" 6.3 T7 r700 r 42 49 59 74 4S 50 80 7g W Z .. .. .. .... ..... ._ .._.. ..... -...... t 4.7_.. b.7..... 7.2 ... r '+• Q q 4: .. ._....._..._ _ ..p.. W 16'A" 48 fi3 82 7.7 1B-? 8.9 8.0 7.3 114 i 4.8 6.8 ! 70 4.1 u ... .. ..... ..... L m l z il 1B-2" 4.1 48 5.7 7.0 174,E1C0 PANELMATE INSERT APICHOR 8CHEO1ILE YJAIL MOUNT CONDITION QN OC) ._ W �W • __........ i 2700 PSI PAIN CONCRETE HOLLOW CONCRETE BLOCK OUT-FILLED CONCRETE$LOCK N U IW POWERS HOLLOW-SET DROPIN ANCHOR SCHEDULE SPAN "DESIGN PRESSURE DESIGN PRESSUREDESIGN PRESSURE �l 60 ,.WAIL MOUNT G(1NOtt10NO.0)_,_.___.... .___ ,....._._ - p8F ( 30 PSF 40 PSF 30 PSF 80 PSF SO PSF 49 PSF 30 PSF_ 60 PSF 3 50 PSF 40 PSF 30 PSF m .............. .................... __' O ' �HtOLLOW AND GROUT-FILLED CONCRETE - .. ._..." 4000 PSI MIN CONCRETE BLOCK _,,,,,44P 10:0 ,(,,, 10.0 100 ta0 : 100 100 100 100 ta0100100 ... ..... _. gppW -......_......_....._........._._...._.....:.._______�._ .__._ B-0' 10.0 70.0 100 - -t00 9.2 100 10.0 100 9.3100 100 ...i00 _ DESIGN PRESSURE DESIGN PRESSURE "�'" -- - ---_ 9.4 100 100 74 8.5 100 10,0 7.5 88 10010.0 00 PSF SO PSF 40 PSF 30 PSF 60 PSF 80 PSF 40 P$F PSF_ B-0" 8 3 7 .__ .. ..._.. ..............._._......(�T_._.... t0A" 71 @.1 94 _100 82 7,2 88 900 83 T2 e6 10.0 4.0' 900 100 IGO 100 83 H.7 100 100 .... ... ... . _.._._ iT•0" 82 71 B3 WO 54 BZ I 7A 92 SS 8.3 76 93 6 0" 100 900 100 - 900 b.7 8.8 �_. 83 i 100 -- ¢ _. ...... ...... ... ....}......_._ .._.... ..... 14-0" 58 t @3 74 81 4.0 5.5 88 82 4.8 6.6 a e6 83 B-0' 8.4,_,..,........97.... 100 10.0 4.4 b2 0.4 83 14.8" 54 et T2 8H 4.8 53 63 79 47 F S-0 84 + 80a 78.0' T.D 8.7 .....87 10.0 4.S 02 8.8 18-0 6A 58 .. .80 ..03 43 60_,..� .58 y. 7,4,-, _ 4.4 £ St.._) 90 >... 7.5...... J 12'-0' : HA 7.0 r Ba 40,0 4.4 6.7 9+1 14.0" 53 8.2 74 B.3 •'rT.__3.0 17.0" 48. 85._ BS.�-7,8 4.1 48_....� 64.7 7.1 x.:42. �4.8 _ F 1B7 4.8 5.3 62 i 7.8 4,S 6.d 8.7 4.8 54 8.8 p 110_,.,.ffilf. 4,8 i1 65 BB B-0 b4_ iT 0' 45 5ca 3... 83 BO..._ .. 4.2 7@ r a 3 5,0 µg1 ti 114'POWERS STEEL DROPIN ANCHOR SCHEDULE 3+6'POWERS STEEL DROPiN ANCHOR SCHEDULE LU tr4 ALL POINTS SOLID-SEIANC INTERIOR MOUNT CONDITION QN,0.0) INTERIOR MOUNT CONDITION(IN.O,C.) O - HOR SCHEDUL£ INTERIbR.pAOUNT CONDiTlOM..N O C. - . pgi tdlN CONCRETE 3CC0PSI MIN CONCRETE HOLLOW AND GROUT-FRIED CONCRETE 9�0 PSI MIN CONORETE _ BLOCK SPAN DESIGN PRESSURE SPAN DESIGN PRESSURE h ..SPAN - -_ ...... --""- 80 PSP 50 PSF 40 PSP 30 P3F p DESIGN PRESSURE DESIGN PRESSURE 80 PSF Sg PSF 40 PSF 30 PSF <.00 PSF 5D PSF 4g PSF 30 PSF 60 PSF 50 PSF 40 PSF30PSF 4.0" AO.D 100.111,1111.1.1 -_.....704 f00 447 100 t0A 900 1 100 " 44Y 100 100 100 100 ta0 19.0 100 900 @'-0" 100 100 100 10.0 WIG, 100 I00 100 10.0 -' ._ 8-p 700 90.0 f0.0 100 B41' 900 10.0 100 900 900 10.0 - 100 10.0 8-6' 100 100 100 Wp _ - BO" '. 100 10.0 100 100 : 8.0 9.3 10.0 10.0 10.T 10.0 10.0 10.0 i 10.0 tO'-0' 100 -900 100 10:0 700 70.0 10A : 100 - ...-. i 10.0 68 7B 9.3 900 12'•6' 84 100 W O 100 t2 0' - 700 10.0 ta0 _ 10.0 9T 0' 90.0 10.0 1ff0 900 : 69 88 8:0 100 id-0" 8.3 96- 10.0 t0A 74 A" 100 10.0 900 tO,D -149" 90 10.0- 100 tog 52 a0 71 89 148' 80 82 1 900 900 94.0" 100 900 100 10D 14,ir 87 1G0- IOG - 100 - SO 5.8 89 88 98 0 95 86 ( 100 1D 0...... 100 900 90A _ y LBT€€@11 96'•0' 89 94 10.0 100 47 5.4 64 80 iT G" 71 82 >.. 98 1C.0 ITA 100 10.0 10.0 700 ... 1T•6" I 7.7 Si* 1a0 10.0 44 8,1 8.1 7.7 18 2" 6.8 7.8 9.3 10.0 18-2 10.0 90.0 10.0 tB-T 7.3 8.6 10.0 10.0 42 1 4.9 '. 5.8 7.3 i 3W POWERS STEEL DRDPIN ANCHOR SCHEDULE ` 114"POWERS STEEL DROPIN ANCHOR SCHEDULE 9, 714"ALL POINTS SOLp6SET ANCHOR.SCHEDULE-YYALLMOUM CONDtfION(IN.00.) WALL MOUNT CONDITION BN OC) HOLLOWANDGROUT+l LEDCO4CRETE WALL MOUNT CONDITION{IN O,C) 3000 PSI MIN CONCRETE - - -- _-- d000 PSI MIN CANCRETE BLOCK -0000 PSI MIN CONCR TE .....SPAN - -•_.- • • • SPAN DESIGN PRESSURE j 80 PSF t SO PSF 40 PSF 34 PSF 80 PSf SOA �O.OE 10.0 _ a DESIGN PRESSURE DE 860'SF 59 PSP T .. .... • • • • • 4006E 30 PSF PSF 40 PSF 90 PSF BO PSF• 50 PSFN�PS �3PP ...• • • • 0" i90 100 � 'g�F' i 3 40" 100 1 100 i 100 ., 900 100 t ,..... 0 100 •100 ..�i00•�,..•t,9, _• ••• • -10.0 900 10.000 Ir I 4 -1. 900 60 100 „_,..,90.0„ > 100 v 100 .....tOO ..,.,400 100___., 100...,... __.60 00 00 •00• •144 • • • - ._ _ - _ BIP 100 10.0 100 700 yy 0-0' 100 10.0 1g0 10.0 8.7 8.3 100,,.,,. 10.0 _8'-0' 50.0 x•900 64 46.6 •900 • • •• ,_,.__ __.._"._-6.0 ........ -- 8•'• _ .._. IOD .....10.0° 190 900 IGO 100 0.8 -T.B ....93 tOA 9g-g" 10.0 100, 100 900_..__ 10 9" 100 100 10 1T-0' 100 10.0 100 : 70.0 5.9 6.8 .81 10.0 ,eT O" 9.5 90.0 10.0 900 trr tao tao 99D 70.0 15-2952 "-' -- 14-0" "- tU0 109 -tGa 10.0 14.0" 89 700 100 900 52 SD 71 88 14-0 B4 48 100 Log -- - -- 100 100 100 too 14.8" 88 100 100 100 50 58 89 - 68 14.8" 89• • 100 �_90a] • • 16-tY 82 as i 100 100 47 54 64 w 89 180" 7B • 88) 100• •700 • • • 100 10.0 104 100 _._..D6ST4• 9T-0 7.8 90 109 i 100 44 bt. 8. 77 1T 1T _ 8# . 100• 0100 • • 0 100 _900 160 .... SPAON pr NS 18-2" l.4 83 10.0 16.0 4.2 4,8 5.8 7.3 1B7 6.8•� 7. �.5•:�•10.1'r����• • � : b'-T' 990 90.0 90A 10.0 NOTE:SEE SHEET 6 FOR ANCHOR NOTES u • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• • • M FRANK L.SENNARDO.P.E. t a pOwtRs POWER STUD ANCHORSCHEDULE-INTERIOR MOUNT COND TION ON O C.J..._..__ 6 4000 PSI MtN CONOREYE GROUT.FILLEO CONCRETE BLOCK tW ELCO PANELMATE FEMALE IDANCHOR SCHEDULE-84fERIDR PAOUNT CONDYf10 N O C._).. g !, °r SPAN DESIGN PRESSURE ! DESIGN PRESSURE 3366 PSI MIN CONCRETE HOLLOW AND GRBfiLLE G 0 b5 MIN.WOW t e 80 PSF 50 PSF 40 PSF E 30 PSfCK 60 PSF i 50 P5F : 4a PSf 3o PSF ---- 4-0° 100 100 70A I t00 100 100 1 100 100 DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE - 10A tQ0 ..ILO0 f00 ¢ 88 - 100 itO.Q ! 100 -�� _ BO PSF i SO P3F 40 PSf 3fl P80 PSF 50 PSF 40 PSF 30 PSF BOPSF BO PSF 40 PSF 80 PSF V-(r t0A 100 10.0 104 1 716 88 10.0 10.04'-0" 100 100 10.0 10.0 89....,.,__.,100 100 10:0.,_ 1 100 900 100 10'•0" 10.0 90.0 10A 10.0 i 6.3 � 7.3 8,8 �!, 10.0 B'•0' 100 100 10.0 i 100 65 78 &9 10-0 1 100 1_ 100 900 900_ t2'0' 88 .100 100 900 64 6375 9.S 8'4' 50.0 90.0 99.0 I iflQ 5.2 6.0 72 8.9 e6 10.0 10_-0 10.6 +�•.oBM� 144 75 89 itl0 100 4Y 5ff 67 8.4 1tl4" ! 100 iQ0 100 9D� 0 . 4.4 51 80 75 71 74.8" 73 85 t00 100 48- 83 8.4 8.1 92'•0' 88 100 100 100 i 44 52 85, 80 71 SB 140 t8'9" 68 _78 95 10a 42 49 5.0 TS 544" 77 9Q 100 700 ;YrjJ -00 58 53 62 78 96 _ B� 7T4- 85 75 e.t 10.0 4047 57 72- 14'-8' 74 - &7 160 100 96 68 50 5972 82 _ f7 18 2" ! bJ 7.1 j 8.8 10.Q / 4.4 5.4 8.0 98'-0" 69 81 _87 1a4_ VNI&42 62 47 88 BY 8@ Qm W ba 1T-0" 88 T.7 92 100 5.0 .......44 L N9 - 18'-7 C7 10.0 4.7 42 I 49 5.0 71 W W J 114"POWERS PON�RSTUD ANCHOR SCHEDULE WALL MOUNT CONDIT70P1,(IN OC.) N�rn 4900 PSI MIN CONCRETE GRUt7F filLEO CONCFiETE @LOCK 174"ELCO_PANELMATE FEMALE ID.ANCHOR BCHF9ULE-WALL M.OUNT.C�IUIitON j1N O C�................... SPAN DEMN PRESSURE DESIGN PRESSURE ...... .............. -------__ HOLLOW AND GROUT-FILLED CONCRETE "4 p 60 PSF 60 PSF 40 PSf 30 PSF 8D PSF 50 PSF -0Q PSF 30 PSF 33b0 PSI MIN CONCRETE BLOCK G=058 MIN tN00D a: 4'4" 10.0 100 100 100 10.0 T..700 100�...,ta0_ SPAN ...._ DESIGN PRESSURE �....__ .............. ..DESIGN PRESSURE.................. ..... DESIGN PRESSURE ........_ e'4P 70.0 100 ; 10,0 100 B4 98 900 100 ___ _ „,„,_ -L- ,--!a .. ,,,,,,, f 80 PSf 50 PSF 46 PSF 30 PSf 80 PSF60 PSF 40 PSF 30 PSf BDPSF WPSf 40 PSF 30 PSF 8'4 100 700 ",,.,10.0 10.0 68 77 9.1 900 _ -^ _,_ r..,_._,. 4-0" 100 100 100 10.0 87 89 104­121aa ta0 100 100 10.0 10'4" 8.3 100 100 ta0 S7 68 77 ! 98 _ , ,... __ _.,_ __...� .. @'4" t00 100 70.0 100 84 73 87 1D0 H9 100 1 100 100 1z4 ._.. et i es t 10,o too so s7 6.e r...a4 - ........ ....__.. ...... ... ...... _.�_.....,_.....W_. 8'4• 100 700 10.0 too s9 &9 7a : 87 _,r2 .. 63 I 87 too..... t4'•0' I 712 8.3 9.8 10.0 4.6 8.1 60 i 7.5 - ._ _.. 900" 94 10.0 t0.0 900 43 SB 69 73 H1 70 1 63 100 94'4S" 7.0 80 Bb 100 4.3 49 SR 72 ig a' ) &2 94 10.0 100f 43 b9 84 S3 B1 72 x &9 J i6:0' Bb 7,5 6.9 I t00 40 48 5.S 1 88 - 4. 87 48 65 1 &4 8;0 _.._.__.>...... �. ... 14-0" 73 '..„83 .....,99 100...._. l ....._ �._____.... ..... t _ ... U S �f 94.8" 7 7.0 BA 9.8 10.0 49 SS 46 5.3 62 7,7 77 0" 82 7.2 8.5„ 1 10,0„ ..D 44 -- 5.2 6.5 _ .....-88 8A 100 ._...4.2 5.0 ! 62 ttT-0'...68 7,S ,,,,,,,,,,,,,8.9 SDO 41 _b.9-X43-_... ........�_ _ _ in 9T4" 83 7.2 e.b 900 4.9 4.1 47 58 X89___., (�N ........._ r 4.7 4E 5.S 8.8 18'-2" 3 8.0 6.8 BA 700 181 s� .08 Lu 114 ITW SAMMY SSC AWCHUR SCHEDULE EXTRUSION t MOUNT(IN.O C) .,..,,,,, Z _-4"ELWANCHOR SCHEDULE MOUNT ........ 325PSINPCORETE GROUTFLLED CONCREESLOCK ......................._....._ CDPTVAS ONf _ONp S p 6 �+ HOLLOW AND GROUT-FILLED CONCRETE $PAN , .DESIGN P_RESSU{' DESIGN PRESSURE p �.L-+ 3360 PSI MIN CONCRETE G Obs MIN WOOD S p .......................__... BLOCK 1 80 PSF 5o P5F- 40 PSF 90 PSF PA PSF 60 PSF 30 P3F... 3 SPAN DESIGN pRESSURE DESIGN PRESSURE DESIGN PRESSURE 4'4T 81 68 80 98 r 44 - 61 82 ,+ ... 60 PSF 50 PSF 30 PSF 80 PSF 50 PSF PSF 90 PSF SO .. 60 PSF 50 PSF 40 PSF 30 PSF PSF 40 fY-M 4.8 b 2 1 74 8 rI 4.P 4 0" 100 1 100 100 100 8.6 100 10p t00 706 100 90.0 100 8'4° 42 100 100 t00 t0.6 E 70 &0 95 700 10.0 100 100 10.0 / " 42 5.2 ME,_ { !J .. ..... t2_p+ � r J 48 30' ;.....10.0 „_700 10.0 90,0 ? 57 ..,_63 100_,.e 10.0 10,0 �1 -t- 104- 100 ._.,66 .. 8b. 60.......1 7.f 6.3 90.0 10.tl 12-0" 100 � 100 100 100 $.2 -48 BY 7.0 80 71 8.6 100 t44" 97 700 tOQ 100 ✓/rl� a3 SO @.3 63 82 7.5 96 14.8' 94 100 100 100Mel 41 4.9 et .50 59 72 82 914 ELCO PANEIMATE(MALE OR FEMALE) 70R SCHEDULE EXTRUSION '' y ANCi NT ftN. 184' 87 i 100 160 100J/J 48, 57 47 55 87 BB _.......... .... OC) 17483 88 100... 100 / 94 64 44 52 8.3 ._61- 3323 PSI MIN CONCRETE G055 MIN WOOD 18'•2 78 i 91 loft 10.0 / : 4A 5,2 492 4.9 8.0 77 SPAN DESkON PRESSURE DES3ON PRESSURE 80 PSF.... 80 P5F, 40 PSF 30 PSF 60 PSF b0 PSF 40 PSF 30 PSf IN. __._ d-0" 43 49 57 7A 45 1 53 8.4 't 51 Si 914"ELCO PANELMATE TVAS ANCHOR SCHEDULE-WALL MOUNT CONDITION IN.O.C,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .... / J' a.9 ......... .. _.,_.,.-_.., NOLLOWANO GRbUT-FILLED CONCRETE /,� .350 P81 MIN CONCRETE BLOCK G-0+56 MIN WOOD _ SPAN - - - - •• •• • • • • • DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 60 PRF 50 PSF 46 PSF 30 PSF 1,80 PSf,._SO P5F 40 PSF 36 PSF 60 PSF „_60 PSF 40 PSF X30 PSf., • ••• • • • • • cE 44 100 100 700 70.0 10.0 100 10.0 top 10.0 100 10.0 0.6 •• • • • • • •....-9/A1,'ElCO PANELMATE INSERT ANCHOt?SCiiEQULE EXTRUSIONiPAOUNT jiN OCy i - _ 2700 PSI MIN CONCRETE GROUT FILLED CONCRETE BLOCK 8'4` 100 30a 900 10.0 ! ,__77 _,._8.9 wo 100 88 'so ,90.0 i 1t)�t • • • • • • • • """`_"'"'"" - ......................�____. ..�_. _ ... SP DESIGN PRESSURE bESiGN PRESSURE 1 6'4Y 100 900 100 ta0 et 71 &4 t00 72 B3 97 4600 •• •• • • - .. ..... ...,1 .. .. SFT 30 PSF 9d4° 160 too 700 100 51 58 71 89 &1 Itl &3 100 �P3FSO PSF 40 PSF 30 PSF P" SDP 4 720" 100 -IGO 96o 100_ 4461 5{ 77 53 8.t Y2 69 dfi - -2452 944" 89 f00 t0.0 100V00, 4b 54 88 48 56 84 80 - 4 S�j _..4..92 100 00 1o052 86 96 33 6 86 89 700 700„_ 40 4.H Bt,,,,,,,, .43 -49, ,,, S.% .• 72.9...'�:� j 46 5.8 4,M1 4Y b! 8.8•- • • • • • • 44 F 98'•2° ; 7.8 ! 9.0 10.0 90.0 i 44 6.5 / 45 S.3 6.5 • • • • • • •• n �� NOTE:SEE SHEET 6 FOR ANCHOR NCYES ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NA ALL POINTS SOLID-SET ANCHOR SCHEDULE- 114"IT W SAMMY 89C ANCHOR SCH_EWLE•EXTRUSION 2 MOUNT NIS.O.G " •• �,)A 4j®® EXTRUSION 1 MOUNT{Oi O C) 318"POWERS STEEL DROPIN ANCHOR SCHEDULE W3205 PSI MIN CONCRETE _ H_OLLOW CONCRETE BLOCK GROUT FILLbD CONCRETE BLOCK '• oD'''i ........................................... ... ........ ...... 3000 PSI ON CONCRETE EXTRUSION t MOUNT ON 0.01) SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE If SPAN... ------.. 4000 PSI N4N COI�RETE........ 80 PSF 7 $0 PSF.:. 40 PSF 30 PSF 86 PSF 50 PSF 40 PSF 30 P8F BO PSF PSf i 4p PSf DEAIGNPRE3SURE .- .... __._._ ......... ....... ._.._t .- - BOPSF SO PSF 1 40 PSF 30 PSF SPAN € DESIGN PRESSURE .4-0' .�. 120 I 120 t?0 920 88_ 80 Bg _ t2.0 82 10g 120 120 ___ `7 "•^^^^^ 80 PSF 60 PSF 40 PSF 30 PSF 8'-0" 42.0 t20 120 120 6.0 S8 89 &8 Be -t- TB 82 i94 4'47' 44 60 S8 7.1 - , -i--- 7 45 66 89 8.4 82 7x82 ' -. " '/ J>•' ••••••••• 4-0" } 8.8 8.8 192 120 9'-0" 8.7 113 120 a 12.0 OF ..{. _. ._. .._ _. ._ r 920 l/ 4.5 ... 58 4.b 52 62 .7s 10 6 a.4 ad t13 _..... _ J>l .............. 8'dY 8 4 7.3 8 5 10 4 -- ,• 8'-0• 4.4 _.. "" 17.0' 88 87 97 72.0 45 5e 88X� 82 B9 6.8 86 ...- ___.. ..`. 48.. 80 �� �•� 10 0 ... /' S:1 .. 73 _ 14'•0° y 81_ 79„ .. 88 90.9 4D 17-0" fib_ OB _ H9 906 E .... 48 8.8 s Itd"POWERS STEEL DROPIN ANCHOR SCHEDULE 14-0• / 4.7 57 16'-0' 64 6a 77 e.1 49 52 -tT•D' S2 80 X73 8.3 !/ (q� BJV, 7q5 EXTRUSION 9 MOUNT(M O C.) 14'4r 4.5 5 8 •..... .,..... .......-. j' �•- 4 l -4.9 z Y. } m i++ .. ..................__.... _ / i 7rj 52 9g.2' i 4.B i 5.7 € 88 8.8d 40W PSI ON CONCRETE - .0" SPAN DE310N PRESSURE "..ITV s m qqq�Z g .._.. 80 PSf 150 PSF 40 PSF 30 PSF 4 6° d 0 V4 ELCO,PANELMATE 6W9 FOR F'EMWLE2 ANCHOR$CN£DULE EXTRUSION 2 MOUNT(IN O C) ,,, _, .i W -..-.. HOLLOW AND GROUT-FILLED CONCRETE - W 0'•9"__'T �.'/ .''/ Oso Sfi MIN YtY)OD 4 l.0 ..x.......4.8 3323 PSI MIN CONCRETE BQCK P $PAN E DSIGN RESBURE .... DESK4N PRESSURE ...... I .. DE8KGN F'RE$SURE... .. Ul w 80 PSF. 80 PSF 40 PSF t 30 PSF 80 PSF 50 PSf-r 40 PSF 30 PSF 80 PSF 50 PGF 40 PSF 30 PSF.... W 114'POWERS POWERSTUD ANCHOR SCHEDULE-EXTRUSION1 MOUNT lN,O;C; 4'-0" 120 120 ••.,,_120 12,0 _ S7 -_66 80 _ 101 X81 104 :_120 120 4000 P51 ON CONCRETE GROUT FILLED CONCRETE BLOCK _ 0'•0' _ 9-0 tt 0 42A 12p 0.0 4.7 67 7 2 6 B 7.8 9 9 $PAN DESIGN PRESSURE -DESIGN PRESSURE 8-0" 74 86 ....tOk 720 db g7 b2 8t 72 81 ... ..._ _. "� 47 ..44 80 PSF, BO PSF 40 PSF 30 PSf80 PSF 50 PSF 40 PSF 30 PSF r r 47.0' 62 81 749.4404A 52 6.6 4.0' 4.1 47 5.587 ✓r - f 4.3 14.6" ABI 54 86 14'•8' 4.5 82 B.0 42 ...Z...... _ O 96'-0° 4.1 I 48- 68i 7,4 114"ELCO PAN£LMATE TVA$ANCHOR SCHEDULE EXTRUSION 1 MOUNT N.0 C ...., !• 4.7 U= E .._ .P - ......____ ... t8•-r 4.3 � 5,2 B.8 }u 3350 PSI ON CONCRETE FAIN WOOD m SPAN ESIGN PRESSURE _ DESIGN PRESSURE _ 0f .. �__ ._.,..,,.... 114°POWERS HOLLOW-SET DROPIN ANCHOR SCHEDULE ,A 01q n 80 PSF 50 PSF d0 PSF 30 PSF 80 PSF 56 PSF 40 P$f 30 PSf EXTR €ON NT QN.O.C.y 4 4'-W 49 5.8 ae 00 4.5 &3 86 "' __ OLLOWAND -FILLED CONCRETE a US 2MOU .. ... /. ......... e'-0• JW4 4.B 80 4.9 4000 P9i MiNCONCR£TE BLOCK _ o 8'-(" A.9 4B SPAN DESIGN PRESSURE DESIGN PRESSURE _ H��. 42O 80 PSF 50 PSF 3_40 PSF 30 PSF a0 PSF Be5'D PSF 40 PSF 30 PSF p} V 4.0" 88 9,8 12.114 20 320 43 i b2 8.6 6 _ " 6'•0' _ 584.8 f_ 8.41tO.B / '✓ 9i O$ W 5 4 8 8 54 .6.® .. W.T fi_t Z 114_ELCO PANELMATEFEMALE IDANCHORSCHEOULE-EXTRUSION IPINT_QNO;C) t4-S' J 4.9 J HOLLOW ANO GROUT-FILLED CONCRETE 3350 PSI MIN CONCRETE , G-056 MIN.WOOD i6A` f / 48 ! _ _.... . BLOCK 77.0' 4.3 SPAN DESIGN PRESSURE R-63H PRESSURE DESIGN PRESSURE 'J ... ... PON ..... .. .... ...... 48.7 60 PSF 50 PSF 40 PGF I PSF 80 PS_F 50 PSF a0 PSF ( 30 PSF PSF SO PSF 40 PSF 90 PSF 4'-W 49 S7 f 7.6 �%r -171-m, } 45 63 8.4 •,r f� �/f / - 4,9 114"E PANELMATE INSERTANCHOH SCHEDULE EXTRU310N 2 MOUNT QN O C) j""' 2700 P31 ON CONCRETE .HOLLOW CONCRETE BLOCK GROUT FILLED CONCRETE BLOCK SPAN DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE £ 6 60 PSF 50 PSF 4D PSF 30 PSF 80 PSF 1 50 PSF 4p PSF 130 PSF y BO PSF 50 P8F 40 PSi 30 PSF £gg 66jj q'4T 191 120 i10 920 84 88 118 120 8B 100 __. 420 92.0 b .8'•8' 89 03 .._ilt 120 80_.__,70 ,.. 84 f 907 _87 71 88 109 647 84 74 y 89 171 46 5.4 6p H4 4.8 66 87 86 ` •• •• ,g. �j ig29 •• 54 �. _70 f / 48 i g6 ....71 .. • 47♦- •6 48 i 80 48 .81..... T- • • � • 41 •�e•. ..� 72 r _/ a9r _52 / t „_53 .... �.� € •• •• 18'•"•.if//�� •4�R._•.! 8.4r ._4 gY�f �i -48..._ 45_... 1s-r f/. /.....as 6.8 15-2452 t NOTE:SEE SHEET 6 FOR ANCHOR NOTES • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ... 1/4'ALL POINTS SOLID-SET ANCHOR SCHEDULE-EXTRUSION 2 MOUNT(N.O.C) 6E0� qq �y•E• T " 114"ELCO PANELMATE TVASANCHOR SCHEDULE EXTRUSION 2 MOUNT IN O.C. HOLIOW AND GROUT-FILLEp CONCRETE � ..._...- _.... ____ .SZ_...... su00 Fal MN t,vNCRETE BLOCK HOLLOW AND GROUTFILLED CONCRETE z, SPAN I _ DESIGN PRESSURE - DESIGN PRESSURE-- ,_,.,,, 3 SI MIN CONCRETE .,. BLOCK .. Gm0.55 MIN W00p 950 P TE >e ..... ..... .. ..._ _ ..... . ... ........ SPAN DE6IGNPRESSURE DESIGN PRESSURE 0E$IGN PRE8SURE '•� / H E +?Q P3f 50 PSF 40 PSF i 90 PSF Bd PSF 50 PSF d0 PSF 30 PSF - - -. -- "- 60 PSF .A P5F 46 PSF 30 PSF 80 PSF 50 PSF AD PSF 30 PSF 89 PSF 50 PSf 46 PSF. 90 PSF- 4fY' 72.0 r 120126 720 87 1 10.2 720 12.0....... .... ...... .. ........... ...... ...._... ........._..._._ L ___ - _. .... .. 'N®. .. 8'4)" 70z 120 I 12A . 120 63 72 8T fi.t 40° 120 120 126 120 82 7.3 88 113 9.1 10.4 12.0 120 -{---.-. -._ ..__. 120 12.0 720 49 J 82-' 80 6.6 76 91 11.3 118 120 48 58 e�8 87 ..... --- 8'4) 9.7 90.8 12.0 Iii J ' 4.6..._ ...62 -5z. .61 72 91 16.0' 8.8 80 97 120 -0.g 56 72 .-. __ -Ti "- """" 1674 87 106 120 61 44 . 67 75 sy / X V tY-0" 58 8.8 83 _907 48 8.1 -• r _12'-W 1 83 7-0 91 - 118 43 4,4 82 88 14 0' S0 59 72 9.3 4.2 b.4 ............. / r r .... _...... .qp• *t 14.6 5.b 86 79 - 102......, y/ 4.6 6.8 148' I 4.6 57... 88 110 - S2 - 11-ii-1-1 53 76 98 y I60" 45 53 ..AS_.... 56 ._ '•q/ st .17'0 4.2 50.... 61 79 •. f .._ 46 .._ ....98'8 4.9 58 70 _ 9.1 'r 4.2 6.2 7 2 .- ..y 6.7W F5 4.7....... 57 7.4 . _....4.3 ..... ....18'-T I 4.A 5.1 88 ,; rX -�� 47 ... dq Zai Z MID0 �9 W IM'POWERS STEEL DROPIN ANCHOR SCHEDULE _ ,,,114^,.ELCO PANEU4ATE FEMALE Ip ANCHOR SCHEpUIE EXTRUSION ZMOUNT(IN OCJ _ ( Njy" J EXTRUSION 2 MOUNT(IN.O.C.) HOLLOW ANO GROUT-FILLED CONCRETE 3350 PSI MIN CONCRETE BLOCK G-0.55 MIN WOOD W........ 4000 PSI MIN CONCRETE -SPAN ------„ ._ ....._.. .._.. ..... N .., -..........._.. DESIGN PRE8SURE DESIGN PRESSURE DESIGN PRESSURE *1 SPAN DESIGN PRESSURE ""'- - -_.._ ...... ,- ...... : 60 PSF ...50 PSF a0 PSF :....30 PSF 66 P8 SO PSF 40 PSF 30 PSF 60 PSF 60 PSF 40 PSF 30 PSF `L 86 PSF 50 PSF i 40 PSF 3tl VSF �.._.- ._._..- _ _.. .. a 0' : 12.0 920 92.0 12C _S7 .....66 80 101 81 10.4 720 120 4'9' 0 126 12,0 720... -_ .. .;. .. 8-0" H.4 17.0 12.0 929 4.0 4.7 5.7 8.8 7.8 9.1 91.3 7.2 2 120 ....__120 8'-0" 7A BB .W.... I. 4.4 " 6.7 b.2 9A .72... 9.1 704 120 h 8'A" 76 88 109 t20 100" 61 71 86 710 - r 47 44 8.1 81 76 19'-0" 62 73 89 713,,,, �12`-6" 52 -}(- 51 74 94 r 4A �� �4.4 5.2 88 tY-0" 83 62 76 t 98 14.0- 46 i 54, 46 8g 14.0' 48 54 58 86 - Y -................t... ... 14-8" 44 51 62 60 74-8" 1 4q 52 BR 82 -11 9S'A- 41 48 58 Td 42 62 y ..41._ 48 ... 8.9 .76_._ .....1T.-0°_, .4.5..... '..`'....._. -7-0­ 5.6 _ .. O 1T-6" ae....) 7.2 7i ! 5.2 6.8 ca M�a UL 3t8-POWERS STEEL DROPIN ANCHOR SCHEDULE W q p3 EXTRUSION 2 MOUNT(IN QC) gl a N 40PSI MIN CONCRETE- 00 '�z SPAN DESIGN PRESSURE `w` Z 80 PSF V 6 50 PSF 40 PSF 30 PSF hs•,+ 120 20 12.0 120 12,0 $ 8'-0 120 120 t20 120 12.0 12.0..._ 10'-0 12.0 12.0 i 120 I 920 17-0- 11.2 120 -2,0_ )_.120 14'-0' 9.8 11.5 12.0 120 94 7t0 920 129 ... ......... ........ :n� t 68 102�� 120 /T-0 62 9.7 198 120 lar 7.7 91 111 12.0 _,,,,.,_... 1t4 PO4VER8 POWER-STUD ANCH�R,SCHEDUIE,,,EXTRUSION2 MOUNT(W OO)... 4_000 PSI MW CONCRETE GROUT FILLED CONCRETE BLOCK I i SPAN pESIGN PRESSURE DESIGN PRE8SURE o v LI 60 PSF50 PSF 40 PSF 30 PSF 60 PSF 59 PSF I 40PSF 30PSF � 40" 12tl 120 120 - 920 8.9 84- 112 120 I i 8'-0' 8.2 108 120 _ 120 58 67 81 10.2_ • • • • • • •• i � 84Y 72 i 84 162 929 46 53__.4 64 89 •• •• • • ••• • • • _H_ 10'0 80 70 84 708 44 53 87 •• •• •• • • • • • • • • • • 9Y 8" b1- 80 T.2 ,92 45 5.9 • •••• •••• ••• • • • I 1d'-0' 4fi 52 I_ 69 i 8.t �� � /� � S.i •• • • •• ��g� 94'•8" 43 50 8.3 78 _ 4_9 16'-0' ra-i 46 .. 5.6 I i.a ___a.s�.. 15-2452 _4.4 i 5.4 i 6.9 : J 4.3 18'•2" 4.2 5.1 8.5HOM4.1 • ••• • ••• • ••• PA..4..E_O.E..S._4AIPTIM •• • • • • • • • • • NOTE:SEE SHEET 6 FOR ANCHOR NOTES ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IW ALL POINTS SOLIDSET ANCHOR,SCHEME_BUILO,OUT TUBE MOUN7..LIN_O:C;j....._...._ flRANK ENNARDO,P.E. iid ITW SAMMY 93C ANCHOR SCHEDULE•BUILD OUT TUBE MOUNT IN.O C "'" -.. ,}_-.. ) HOLL6WANp GROIJi•FIIt.Eb CONCRETE 4295 PSI MIN CONrRETE �HtN.lOW CDNGRETE BLGCK GP11UT BILLED CONCRETE BLOI'K BLOCK SPAN DES93N PRESSURE -_ -- DESIGN PRESSURE DESIGN PRESSURE SPAN }" DESIGN PRES"SU"RE A,� ...__.__. ..__-_.._.............. 3¢00 PSI MIN CONCRETE s ..__.. ......... ................ DESIGN PRESSURE 60 PSF 50 PSF. ..40 PSF 30 PSF W PSF 50 PSF 40 PSF 30 PSF 60 PSF SO PSF 40 PSF 30 PSF y BO PSF 50 PSF 40 PSF 30 PSF 80 PSF 50 PSF $0 PSF 30 PSF 4 0 - -9,�_ 720 12.0 4.8 82 8.1 i 7.5 7.0 7.9 92 .. a_ ..... 4-0' 93 10.8 12.0 120 &d 8.1 7.2 88 y , 101 178 120 - 48 88 62 58 70 85 Y " &-0 ---72 82 88 !i8 4.8 4.3 4.9 b7 70 8 0' 89 - 79 93 i t1 A ' 4.0 48 6,4_ 66 + 'Y W.G. 58 g4 78 85 4.4 S4 $1 70 82 ...101 T / 4.1 48 _.. 59 64..... T8 48 9r0 64 81 72 BB :�J 43 b212-0" 42 47 46 t 58 88_ 4.0 74'0" A8 b-S 8478 f� ff 94.0" 4.3 50 82 TA ,4'•8" 4.6 83 82 7,7 i 4.6 -18'0" a3 60 ! 68 72 4.3 1&a, 48 SS F UN 170" 42 48 58 ._,,,,_88 4.t 1T-0" 44 :4:­ _ _ 18".._.r...-y✓ l A.8 53 e6 i •,i�, _ ........... ... f f` j cu . ...... - - 4.2 - ,,,,___ 114 ELCO PANEtNATE QWALE OR FEMALE)ANCHOR SCHEDULE-BUILD OUT TUBE MOUNT N D.C.) Z 9 Q HOLLOW AND OROUT•fILLEO CONCRETE .1 S W 3323 PSI MI W S N CONCRETE G 0 55 MIN WOOD ®LOCK 974`POWER$STEEL OROPINAAIC#lOR SCHEDULE 3f8"POWERS STEEL OROPIN ANCHOR SCHEDULE SPAN ----- - -- ---- - --- --- BUILD OUT TUBE MOUNT(TAL O.C.) BUILD OUT TUBE MOUNT(IN O C> wL J DESIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE NC tc .. W.. g0 PSF 60 PSF d0 PSF 30 PSF 80 P8F 60 PSF 40 PSF -30 PSF 80 PSF 50 PSF 40 PSF 30 PSF_- A000 PSI MIN CONCRETE 4000 PSI MIN CONCRETE iy.. d'A &7 99 - 11•g d 120 4.0 4.7 i68 87 78 88 108 SPAN DESIGN PRESSURE SPAN DESIGN PRESSURE mE)� 8'A" 8 b T 4 8 7 107 •' ------------- 4A 1ig 5.1 5 8 8 7 8.2 g0 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF a l r 20 � n 1 8'•0' SS" 80 79 8.7 �4.1 4756 6.7 4-0• 86 87 114 120 4.0 120 ,70 12 a 2 ,0a 4.6 51 &0 7Aj/ 4.0 47 &6 86 83 72 88 %5e0 129 120 128 920 1r-0` 46 SS 85 f / f 41 Si 8'•0° 81 .b.8 8.9 85 8'-9" 109 120 120 120� .'tOn 14'•0" i a0 47 b8 - lf� 45 90.8' A9 5.0 58T2 10'-0" 82 SOS 120 12:0 .. t ..... ........ ,7 q8 58 44 iT 0"_ / 4,4 S1 63� 7r-0" 81 82109 4363 41 14-0' 46 5.7 1A'-0 72 83 97 120 J _.. iT•0" d9 51 14.5 44_ SS 14'48" 70 &0 3 84 178 A2 1s Ob 75 88 108_____ x O . .... 9T•(" ...__ . 7t _._84 104 907 4.T &B ': 80 8.9 114ELCO PANELMATE INSERT ANCHOR SCHEDULE BUILD OUT TUBE MOUNT IN OC y p 2700 PSI MIN CONCRETE HOLLOW CONCRETE BLOCK GROUT FILLED CONCRETE BLOCK SPAN r ---- DESIGN PRESSURE DESIGN PRE33L8tE OESK3N PRESSURE Pfi1NEC&,PtdYYERSTUD AtdCNOR SC U1i000T TUBE MOUidT D C 174" OPIN LL A. _. _-174 - REDUCE•SLI _ (W ..jPOWERS HOLLOW-SET DR L7 a 80 PSF 50 PSF 40 PSF 30 PSF 80 PSF Be PSF 40 PSF 136 PSF SOP SO PSF... 46 PSF'..30 PSF RETEANCHOR .. 4.0 &2 93 .. 109 ,.._12.0 S� 8i 71 87 I. .5_5 ..a 63. 7.3 _....90 SPAN a��pES1GN PRESSURE DESIGN BLOCK BUILD OUT TUBE MOUNTN,0C.) rp Q PSI X41N LL _ 81 TO 82 10.0 45 i 53 88 4A i 47 S5 8.7 ouff>• ¢2 .. _................. / .. y. yy... ............... PSF....50 PSF 40 PSF_ 30 PSF BO Y'SF t 50 PSF a0 PSF 30 PSF 4W0 Pat MIN CONCRETE cc`� 67 _82_,,,, •� 43 63 f� +�f� 46 b.b 4 0 84 B.S 17.3 120 S4 1- &9 71 38 SPAN .l" ....._ .. ._...... '--------- 10 0 43 48 5.7 7.0 4.5 A.7 g 0• 63 72 84 104 4.0 40 54 86 DESIGN PRESSURE ...74''0" 45 55 /� i• / ! 10.0' ---44 &0 S8... �� 4/.. 48.... 4'-(V -86. 605 SF 4 6.7 3 8.7 4 ..: ..�4A I -� a0 80 i 43 82 18'A' 80 f / 140" r � 48 38 eA' _ 1T-0" 48 - t4 5.... '•' 4A.... 55 / r 10'dr" .�, // 4.3 - t8'-r JF,/:, 4.8 180,,,,✓ , .. k2 6, ............. W'ELCO PANELMATE FEMALE K1 ANCHOR SCHEDULE_BUILD OUT TUBE MOUNT HOLLOW AND GROUT-FILLED CONCRETE 3360 PSI MIN CONCRETE BLOCK G 0.58 MIN WOOD o SPAN " ' "PRESSItE_____ _„_ _ „ _ DESIGN PRE5SUtiE ._,_.,_ ,bE31GN.PRESSURE ____, 114"ELCO PANELMATE TVA$ANCHOR SCHEDULE-BUILD OUT TUBE MOUNT tN.O.O l 1....... ..... 80 PSF 150 PSF 40 30 PSF 80 PSF s0 PSF 40 PSF 30 PSF 80 PSF 56 PSF,_ 40 PSF 30 PSF .. ........ _..... ......... ... ..... OLEOW AND -PI 0 CONCRETE;...___.S_.__....)... ................... .... ...... ._.._. 9350 PSI MIN CONCRETE G 11.E... 0=0 65 MIN.WOOD 4'•0 87 89 118 t20 60 a7 58 87 TB ea 10.9 H Rg�K 85 -- 74 87 10.7 - / �r// 44 6.1 58 67 -82 SPAN - OEBIGN PRESSURE DESIGN PRESSURE DESIGN PRESSURE. - 8'4T - 53 86 71 87 4.! 47 55 87 -- -- _ ...__ _ 80 PSF 60 PSF 149 PSF- 30 PSF 60 PSF W PSF 1 40 PSF 30 PSF 60 PSF 60 PSF 40 PSF 30 PSF 90-0' - 45 51 60 7.4 ' •.� 40 47 68 4 0 103 N8 920 120 .f 42 d9 87 87 7.9 89 T 12-0 46 53 6.8 �% /. 47 51 ..7•! 88 X03 •120 I 4.5 57 b.8 87 82 l fJfy�' r dfi•... 8' • •..... 1__i(..- _� 103.... j. l/ _ 41 4.7 ..66 40 47 ...58E%/' f.� _ 14-8• •' 46 5.8 •�+ ,, if -4d� f • 1 .t 8.8 S` - i'/ 4.0 -07... .58.. }g S.C. f.`_._ 43 8.3 f %j a.1 ... 190 . • 1r6 i �z7� . e.� { 4. 4:8 .... j �� '" f ••64r....;._•4H •4,7 • �u8_�..� 89 ...%'�. ff. _ �... � ... ,,. !,%j'. 45 .. IV-r 144r 4.0 4.6 ba 87 _ l� 4.4 16m ,:,� <3 ' s, g2_ / .'.,' , .. ,� ,f 4, .:: 15-2452 • •• 1s r PAW o8ST2lImom ••• • • • • • • • • •• • • • • • • • 9� •• •• • • • • •• • • • • i NOTE:SEE SHEET 6 i FOR ANCHOR NOTES ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' ENGINEERING EXPREss b ey;, slf ® ® PRODUCT EVALUATION REPORT EXPRESSOENGINEERING 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 hage tested and/or evaluated as summarized herein to show compliance with the Floridaw $uililinq Cod Fifth Edition 20141 and is, for the purpose intended, at least equivalent to that required F the Codes a-e evaluation of this product shall be required following pertinent Florida Building Cone*r�nodificatioAs�'or revisions. 0000 .. 0000 . .. 0000. Substantiating Data: .••.•• .••' 0 0 00• 0000.4 0000.. PRODUCT EVALUATION DOCUMENTS • . . EX drawing#15-2452 titled"Astro Guard-•Wind Abatement System", sheets 1-11,by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluatl6;Aeport. �. o e e :6000: • 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 pro i(Lt,b� • IS,epmparative and/or rational analysis to qualify the following design criteria: -.••-•••.,'Q� '`®'> 1. Maximum Allowable Spans 2. Minimum Glass Separation E ginee Seal ali�for 3. Anchor Spacing ;' Peres 1 gh 2 4. Anchor Capacity on 01 •.' No 33%increase in allowable stress has been used in the design •' of this product. Fra4jdt#nerAataio #PEy ®®'8�5A A PRODUCT OF ENGINEERING EXPRESS@ A FRANK L, BENNARDO, P.E. INC INNOVATION 160 SW 12"" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM WENGINEERING �"'x 4/1712015 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUE:D) 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 Documept (i.% engineering drawing). Goo. . ••••• • Limitations & Conditions of Use: .•.... . Use of this product shall be in strict accordance with the Product Evalue4i::6 Docainogsts' .•... (the engineering drawing)as noted herein. ...... .... • • All supporting host structures shall be designed to resist all superimposed loads and s�jll%of a maYeMll see`:* listed in this products respective anchor schedule. Host structure conditions which ape nViccounted Tor in this product's respective anchor schedule shall be designed for on a site-specific bO sis by a reg:stai& "'••• professional engineer. . . . • All components which are permanently installed shall be protected against corrosion, contaminations eAd • 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 EXPRESSO A FRANK L. BENNARDO, R.E. INC INNOVATION 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 964-354-0443 WWW.ENGEXP.COM