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HomeMy WebLinkAboutSUBMITTED PAPERSFMC i w T'Y ,F L `O `A q D .A Permit Nr St. Lucie County I Cl rt _.7 Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1 RRR FL APPLII*AWAW WIR STORM SHUTTER PERMIT SCANNED St. i-ucic Count. SEE REVERSE SIDE FOR INSTRUCTIONS DATE: Idam Wfl-ff1. LOCATION/SITE ADDRESS- 'e f e" PARCEL ID NUMBER: 3. SECT TWP I 3q IRNG � MAP ZNG pop LU nvrr DESCRIPTION OF PROJECT OR WORK ACTIVITY: ("I rat - FL 4. - TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER O��(RM�A TIO Name: [1�-� LOyye-, Address: 29D &S I l5� • City: rMO-nk-lam State: � Tap: L02- Phone: �g% " ` ff D2 - 6. CONTRACTOR FL Reg/Cert #: - County Cert #: _ Business Name: Type of Surface attachment: Wood Frame Concrete Masonry X TION 5 qq 3ai- 73 Other -:,Gr—rrrCd - t/c- Product Type 1VIaAn um Opening Pressure per A.S.C-E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 0 mph 130 mph 140 mph 140 Exp. C FL N.O.A- Other Anchor Type Anchor Spacing Removable Panels Accordion off U olonials ther X , (p : ( T tm ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND*ORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK 0-rld scv'e� clip ru�rc Q J� ��� ��C � for . roper Nll'� 7. VALUE OF CONSTRUCTION: $ "T-n J V FEES DUE: wad- . oWNEws AFFIDAvrr: I certify that all of the compliance with a1A I RECEIPT: ion is correct and that all work will be done in and zoning. {' 1 `�,,,i;�l Y1::{1: PRINTQU IERS/0 RS NAME IGNAe ' RE fiFQUA -IFIER/OWNE \� J t` r��� • . STATE OF FLORIDA, OUNTY OF Y ACKNOWLEDGED B RE ME DAY OF 20M—BY, WHO PERSON7- kNOIkN OR WHO HAS PRODU D F� AS ID&,rMCATION. , / IGNATURE NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER_ YOUR FAQ.URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YL ,PRCSf�TG IF j�OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD GTori E T'rSusan E Reeves - My Commission DD5956Ex ires 09/17/2010 JOSEPH E. SMITH, CLERK OF T77, CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3432406 OR BOOK 3� PAGE 2269, Recorded 01/21/2010 at -y9 AM i PERMrT_NUM9Ea: ' L_. NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. ] /� 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAR FOLIO NUMBER: SU13DIVMON B T CT LOT UNIT g 5 D Lp;—l0 %K2M - 2. GENERAL DESCRIPTIO14 OF DER 3. OWNER INFO T�IPN [ a n M, . �Q+ b. Address 2 1�1 I J w! tw c. interest in pmp-y i$lAi:1R-lam d. Name and address of fee simple titleholder (if od= than owns) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: L-L - 5. SURETY'S NAME, ADDRESS AND PHO)ffE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: ►`t: 6 A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (lxa) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBERIs . S. In addition to himself or herself Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (M), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER• µ/A, 9. Expiration date of notice ofcommencement (the expiration date is I year from the date of recording unless a different'date is specified) - 20 . Signature of Owner or Print Name and Provide Signatory's Title/Office Ownees Authorized OfficerMiredarMartnerrWanager State of County of V�� 02 , (� -v r. The gtt�h__ostrumeat s aclmowledged be fare me this day of , 20 t� :"•r:., By�V�Q�i i� _as (Name of person) (Type of authority... e.g. Owner, officer, trustee, attonVq' ad d) -. j' For i ` : 't' • ' (Name of one behalf of whom instrument executed Personally Kaewu �( or f Pant ) Y X produced the following 4yp df III: r� , G C Opp u, Notary Public.4IateatFlorldp \, , � t,.)�e. ves ;P� h Susan E Reeves � (Printed Name of Notary Public) ignature of Notary Public neF MYExpires9/1/2010orrun 59r' i , •t 1, „ Under penalties of perjury, I declare that I have toad the foregoing and that the facts in it are true to the best of my lmwfedge and belief (section 92.525. Florida Statutes). M s) of s) or Owuet(s)' Authorized Offioer/DireetorA%rtoerl?4anager wbo above: By By n<V. aenmmr Rcmr&W STATE OF FLORIDA I I ST. LUCIE COUNTY THIS ISiO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINALnl ItH K_ DOSE H E SM� J`v Bits HIRUj INSTALLA Contract Date: Thursday, July 16, 2009 Purchaser: Rowe, Robert Site Address: 901Waters Edge Wav Fort Pierce, FL 34949-8532 Telephone: (Home:) 772-465-2966 (Work:) 305-945-4356 . State of Florida Certified General Contractor #CGC1515399 (Cellular:) 786-402-4373 (Other:) - Member:• Better Bumness Bureau Cocoa Beach CharnberofCounnerce Homeowners Association: Yes No Subdivision Development Name: Waters Edge SID Lot 10 (OR 2978-1226) Approval: Needed / Obtained B3 By: DETAILS: Install Roll Downs on openings: NONE Install Accordions on openings: NONE Install Bahamas on openings: NONE Install Colonials on openings: NONE Install Impact Window on Openings: NONE' Install Exterior Door on Openings: NONE histall .050 Aluminum Panels on Openings: NONE Install Clear Panels on Openings: NONE Install Garage Door on Opening: NONE Install Hurricane Netting on OpomnS. POOL AREA Permit Acquisition and Fees. $150.00 Product Color: Note 1: Terms Null and Void if contract not signed within 30 days of date contract was presented. Note 2: All Installments due, other than final payment, shall be paid PRIOR to the installment of any hurricane protection products. Note 3: All deed restrictions & homeowner association regulations are "solely the responsibility of the customer. Any cost incurred for corrections needed due to association requirements once product has been made / ordered, will be solely customer responsibility. InitialsYrH. Note 4: Authorization to per work is hereby given to proceed with the ' b as stated in this contract. Note 5: I consent for American Eagle to use photographs of my in their sales books or advertising materials. Of course, no mention of my address would be published. YES NO Note 6: I consent for American Eagle to use me as a customer reference if needed, I *0my personal information such as phone number and address will not be given out unless I have been made aware. NO GUARANTEE: All hurricane protection products to be installed within weeks of date agreement was signed and deposit received, or all deposits plus installments paid shall be reimbursed to the customer upon their request, plus 10%, with each party, thereafter released from any further obligations under subject contract. PROJECTEDINKALLA ONDATE.• 7,�fi;27 7or,_ Date Aimbase r#2 Date .�_ //_ a ^o Sales Representatii a Date Within .40 Days Of Permit Issue Date Total ContractAmount $ 47349.00 FenuitPees $ 190.00 SUBTOTAL $ 4,499.00 DEPOSIT 90%+Permit $ 2322.90 Installment Two % $ - Fro Tess Fa s DUE I / We have read both the front and back of this "Work Authorization: and accept the same on the terms and conditions printed.on the reverse side which are incorporated herein as part of this agreement and as stated above. ' BUYERSAND SELLERSRIGHTTO CANCEL: This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or postmarked before midnight of the third business day after you sign this agreement.. If you cancel this agreement, the seller may not keep all or any part of the cash downpayment. Seller shall have forty-five (45) days from the date of the proposal to review the terms and cancel if such review is not acceptable to its Engineering Review Department. In the event of cancellation by Seller, any deposit will be refunded. Showroom: 717 South Cocoa Boulevard — Cocoa, Florida 32922 Local Telephone: 321-433-0044 Toll Free Telephone: 1-866-437-0044 Helping Protect You and Your Family! — Customer Service Is ALWAYS Job #1 With Us Family Owned and Operated American Eagle General Contracting, LLC 717 South Cocoa Boulevard - Cocoa, FL 32922 MAILING ADDRESS PO B— 5G0487 -Rockledge. FL 3205G-0487 Telephonn.321-433-0044 Facsimile•. 321-433-2973 CertifiLd General ContractorLcense # CGC1515399 My Sale Florida Home Contractor' 10872 OWNER NAME: Rowe, Robert PROPERTY ADDRESS: 901 Waters Edge Way Fort Pierce, FL 34949-8532 IMPORTANT _ (URGENT!) The following information is a HOMEOWNER / CONDOMINIUM APPROVAL that is REQUIRED to be signed as approved by a member of your associations' board of directors or property management company. Obtaining this information is part of the procedure necessary to begin your job. If American Eagle General Contracting'LLC (Fax 321-433-2973) does not receive this approval, it WILL delay your installation. Your products will NOT be ordered until this form is returned to American Eagle General Contracting, LLC. PRODUCT TO BE INSTALLED: COLOR OF PRODUCT: Hurricane Netting Mfr. Finish 0 0 0 PLEASEINITIAL THE CORRECTSELEC7YONAND SIGNBELOW. Our association requires approval. Note: A building permit will be obtained if required by the specific municipality. The above -specified products meet the current building department codes / homeowners condominium covenants & restrictions. It is understood that American Eagle General Contracting LLC is licensed and insured. We DO NOT have an association that governs our property. American Eagle General Contracting, LLC is licensed and insured. Homeowner Signature . Authorized Signature For Association Printed Name Date Signed Date Signed Position / Title Once Form Is COMPLETED /APPROVED, Please Fax Form To 321-433-2983 AND Mail Original To Our Post Office Box 960487 Rockledge, FL 32956-0487. '! - - j u ; r�,MiTllllull-1 loop- Otcl--) BCIS Home Log In User Registration Hot Topics j Submit Surcharge stats & Facts i Publications i FBC Staff BCIS Site Map 'Links Search 8ft Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version - Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL9356-RI Revision 2007 Approved CAT-5 Protection, Inc. 160 SW 12th Ave. Suite 106 Deerfield Beach, FL 33442 (954) 571-9718 Ext0 info@hurricane-net.com Pomerantz Jorge ingconsultants@yahoo.com Shutters Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed i Pr fessional Engineer 9M �i I tion Report - Hardcopy Received Florida Etl ire 'n ect Na ho O orge A. Pomerantz, P.E. 9 developed the Evaluation Report Florida License PE-55326 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2011 Validated By Christian Langley, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL9356 R1 COI Cert Indeo.adf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted - 12/31/2008 Date Validated 12/31/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 ary of Products FL # IlModel, Number or Name Description 9356.1 CAT-5 Hurricane Net IlFabric Impact Resistant Hurricane Abatement System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9356 R1 II Dwg.pdf Approved for use outside HVHZ: Yes Verified.By: Jorge A. Pomerantz, PE PE #55326 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawing for additional limits of FL9356 R1 AE Eval Reoort.pdf use. I Created by Independent Third Party: Yes Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards. 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: � A�3P�YEhi'Eb..e ut�rfr� d IN ti Product Evaluation Report December 29, 2008 Application Number. Project Number. 0807-091-1 Product Manufacturer: CAT-5 Protection, Inc. Manufacturer Address: 160 SW 12t' Ave., #106, Deerfield Beach, FL 33442 Product Name & Description: CAT-5 Hurricane Net Impact Resistant Wind 'FiE Agm�"' PY nn t Sy Evaluating Engineer: Jorge A. -Pomerantz, P.E. Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission). Rule Chapter 98-72.070, F.A.C., for statewide acceptance per Method 1(d). The product listed above has been tested and/or evaluated as summarized herein to show compliance with the 2007 Florida Building Code and is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS Drawing #0807-091-1 titled "CAT-5 Hurricane Net, Impact Resistant Wind Abatement System, Florida State Approval', sheets 1-4, prepared by Jorge A. Pomerantz, P.E. of ING Consultants, Inc. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 & TAS 202 test standards per test -reports #06-027ASTM, #06-027-B ASTM, #06-027TAS #06-027-B TAS, #07-014-TAS, and #07-014-ASTM by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested In accordance with ASTM E1886-02, El996-02,'and TAS 201, 203 test standards per test report(s) #06-027ASTM, #06-027- B ASTM, #06-027TAS, #06-027-B TAS, #07-014-TAS, and #07-014-ASTM by Construction Testing Corporation (CTC). Plastic materials have been tested for smoke density, self ignition temperature, and rate of ASTM D2843, ASTM D1929, and ASTM D635 respectively In accordance with ETC-06-71E ETC Laboratories._ • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Span / Pressure Combinations 2. Minimum Separation from Glass 3. Anchor Spacing FL Lie. # 552 Engineers 428 N.W. 70th Avenue, #135, Plantation, FL 33317, Phone: (954) 394-8521 Fax: (954) 583.8385 Ingconsullants@yahoo.com No 33% increase in allowable stress has been used in -the design of this product. Minimum & maximum slopes of fabric have been considered in product design (including anchorage) and are specified in the installation instruction drawing. Maximum tensile & shear reactions at host structure. attachment points have been specified in the installation. instruction drawing, as determined considering parabolic loading inherent to the fabric product. All anchors have been designed using a, linear combination of these reactions. As specified in the installation instruction drawing, this product shall be installed such that it covers a horizontal distance in line with and beyond the opening greater than or equal to its maximum horizontal projection from the opening. Otherwise, it shall terminate at an adjacent building wall. Material Specifications: FABRIC Fiber Content Weight Construction Grab Tensile Strength Strip Tensile Strength Abrasion Impact Resistance: (ASTM D3776) (ASTM D3775) (ASTM D5034 (ASTM (ASTM D 70% PVC, 30% Polyester 16.81 oz/yd2 13E x 9P 8 + +1 lbs / bs imu f 500 cycles 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. end toad Resistance This product has been designed to resist wind loads. as indicated on its respective Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with Its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the materials specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This system has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). 428 N.W. 701h Avenue, #135, Plantation, FL 33317, Phone:.(954) 394-8521 Fax: (954) 583=8385 lngc:onsultants@yahoo.com FABRIC SHOWN TERMINATING AT ADJACENT WALL 7'-6' MIN•'" _ SEAM SPACING FABRIC GROMMETS 6" O.C. (TYPICAL EXISTING HOST TOP & BOTTOM) STRUCTURE BEYOND ;I NU MIN, 48' W U ' ,Sf3) W17H 6 I I ,f LEOMECOON. --'iaj ADD A+'0' TYp� WHEN ROPE 15 USED 1 I AT BOTH ENDS (SEE 'ROPE USE NOTES" BELOW RIGHT). I I 1/4'THRUBOLTS I I I AND WINGNUTS PER DETAIL 313) 1 TRADEMARK RED I I I I FABRIC LINES NHTIT ON �RCNOD WONPIUDET MOUNT ANGLI C(JNNECNON. S§E 242, 3/2, S/2, 6/a• I CAT-5 HURRICANE NET I IMPACT RESISTANT WIND ABATEMENT SYSTEM MAXIMUM REACTIONS AT TOP & WIDTH UNLIMITED BOTTOM ANCHOR S. 1/4" NYLON ROPE (TYP ALL): IC Lr • UP TO 8'-0' FABRIC LENGT 222 LB/FT HORIZONTAL • SIMPLE LACINri µP FOR. ANCHORS UP •DOUBLE LACING FO 474'LB/FT VERTICAL • UP TO 12'-9' FABRIC LENGTH: Z ANCHORS SPACED UP TO 12'O.G CHOR" PER ANCHOR SCHEDULE 1 SCHED . DETAI 171 LB/FT HORIZONTAL 902 LB/Fi VERTICAL N PROTECTED OPENING FOR FABRIC LENGTH FROM 8'-1'70 1Z'-4° WITH ROPE OPTION SEAM"' i I I LIMIT OFI PROTECTED OPENING FOR FABRIC LENGTH UP' TO 810" WITH ROPE OPTION I ALT: NYLON'6.6' CLAMPS (TYPICAL TOP AND/OR BOTTOM) MAY BE INTERCHANGED WITH GROMMETS DISTANCE BE 10 OPENING SHALL EQUAL 1.5 TIMES = MAX PROJEC' I ,WAY FROM GLAZING, w OR FABRIC SHALL TERMINATE WITHIN .� 1/4° OF ADJACENT m HOST57RUCIIIRE a (TYP BOTH SIDES) ORS SPACEDI �PEROANCHOR I `BOTTOM HOST S7ILUCfURE SCHEDULE i EXTERIOR ELEVATION ROPEUSENDTES: • SUM OF DIMENSIONS • A' AND °B' SHALL BE 48° OR LESS 1 N.T.S. " GROMMET SEAM AND ALTERNATE OVERLAP SEAM P1AY BE USED NOTE: FABRIC SHALL BE INSTALLED WITH W/GROMMET-ORCLAMP-ATTACHMENT AT TOP AND BOTTOM. EVEN TENSION ALONG ROPE LACING & WITHOUT EXCESSIVE SLACK •. THESE DIMENSIONS MAY BE LESS THAN THOSE SHOWN PROVIDED ALLOWABLE PRESSURES ARE ADJUSTED TO ACCOUNT FOR REDUCED POROSITY. ALLOWABLE DESIGN PRESSURE SCHEDULE �.-, "•,". . --11 c nu C.cc M. ...11. REOI ILRED ANCHOR SPACING MOUNTING CONDITION FABRIC CONNECTOR FABRIC LENGTH OVERALL LENGTH ALLOWABLE PRESSURE ROPE (REF DETAILS 112, 42,&7/2) CLAMPS OR CLAMPI GROMMET COMBINATION 8'-0' 12'-0' 72.5PSF 12'-4• IT-10• 49.7 PSF GROMMETS ONLY W-W 12'-0• 96.7 PSF 1Z-4' 12'-10" 49.7 PSF DIRECT MOUNT OR STUD ANGLE (REF DETAILS 22, 372,852) GROMMETS ONLY B'-0° 12'-0" 95.7 PSF 17-4" 12'-10° 49.7 PSF NOTE: USE MINIMUM ALLOWABLE PRESSURES FROM TOP AND BOTTOM CONDITIONS FOR ENTIRE ASSEMBLY DESIGN PRESSURES FROM FIELD CONDITIONS (AS DETERMINED BY OTHERS FOR SITE SPECIFIC CONDITIONS) SHALL BE LESS THAN OR EQUAL TO THOSE GIVEN ABOVE. OPTIONAL CONNECTION - DETAILS SHOWN ON SHEETS 2 & 3 GENERAL NOTES EXISTING HOST STRUCTURE (CONCRETE, HOLLOW BLOCK, OR WOOD) OPTIONAL CONNECTION DETAILS SHOWN ON SHEETS 2 & 3 MIN OVERLAP PER ELEV INTERIOR SEPARATION FROM GLAZING AT CLOSEST Z POINT: Z WITHIN HVHZ: u+ 36' MIN o OUTSIDE HVHZ: w 27" MIN ry G ED NOTE: WHEN ROPE CONNECTION 0° MIN, METHOD IS USED, 4:1 MAX a GLAZED OPENING SLOPE (14.4°) MUST BE 12' ABOVE BOTTOM EDGE OF FABRIC GLAZED OPENING MAY EXTEND TO FLOOR WITH DIRECT MOUNT OR STUD ANGLE CONNECTION OPTIONS (TOP &/OR BOTTOM TYPICAL) MAXIMUM PROJECTION FROM GLAZING. —DISTANCE MAY VARY, PROVIDED THAT GLASS (SUBSTRATE MAY VARY, SEE SEPARATION &SLOPE ARE MAINTAIN DETAILS AND ANCHOR SCHEDULE) VERTICAL SECTION T N.T.S. 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE FOR USE WITHIN & OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201, 202, & 203 TEST STANDARDS, AS WELL AS ASTM E330, E18B6, & E1996 TEST 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. &2 DOUGLAS FIR OR SYP MINIMUM REQUIRED. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MAY BE INSTALLED TO UNLIMITED WIDTH AS SHOWN. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES PR NOT OVIDE 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 OFTHE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS AND CALCULATED REACTIONS. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PRODUCT MAY BE INSTALLED VERTICALLY OR HORIZONTALLY AS APPLICABLE. S. FABRIC IS COMPOSED OF PLAIN WEAVE FABRIC CONSISTING OF 0.30" DIAMETER VINYL COATED DOUBLE DENIER STRAND POLYESTER CORE YARNS IN WARP AND FILL WITH PROPERTIES PER THE MATERIAL SPECIFICATIONS LISTED IN THE PRODUCT EVALUATION REPORT. 9. , ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. I�IVAUO NM1Y:I:IR eI6EL 37G4jcAa fJ m r. .° c i1 J Ln O LL DO K Zrn S O M o Q UI g H CL U 0807-091-1 1/4" CAST STEEL , ; ,'-i 1Gkin 1 2' B EYELET IN ANCHOR (LAG SCREW OR 'r aWT313 F HOSEGA�(1)JCJts7 dNLY CALK -IN) / STRUCTURE ¢vludave,� anu�naGnaenr� I - T (ALTERNATE -/rz EMBEDMENT_ ANCHORTYPES / /I f �c •a'� n1' Vl &HEADS EDGE DISTANCE - PERMISSIBLE, £ �=%.:uje"in ANCHOR PER SEE ANCHOR r ?, •'•:'" �.t!'1 H ph ANCHOR SCHEDULE) SCHEDULE 2"x2"Xl/8" LL p u/ EM D NT ANCHOR PER ( STUDDED = Z S �- �¢Y,C� _ _ _ ANCHOR SCHEDULE ANGLE O o O M o Ln co O z Zl■ l 0 Q 7d'a u SfRUCfURE o •� s STUDDED ANGLE MOUNT FABRIC CONNECTION PER DETAIL ZHOST STRUCTURE 2 _ -N.T.S. (HEAD OR SILL SIMILAR) 1/3 (GROMMET OR CLAMP) Z w i ROPE ATTACHMENT Z DIRECT MOUNT, "0 zoN �a 2 N.T.S. (HEAD OR SILL SIMILAR) Z N.T.S. (HEAD OR STLL SIMILAR) O It-. z w GROUND ANCHORS AT / L~-� t� m Z -12" D.C. SHALL BE SIJ• w = � V NEW DESIGNED TO RESIST < < z O THE FOLLOWING U W m `E " a /MINIMUM REACTIONS 2 ma� f" t 3 / (PERANQiOR): v Ale FABRIC CONNECTION O 9 z 8' HEIGHT. PER DETAIL 1/3' Li 3 3 In ¢ tile F Ln 2 ,TENSION: 222 LBS e� (GROMMET OR In e w Q 2'x2"x1/8" SHEAR: 474 LBS p CLAMP) SATNUGDOED LE TENSION: 171 LBS ANCHOR PERROPE SON TO '! ¢ O SHFAR� 402 IES MANUFACTURER'S SPECS LE 4, �� ���_� CONNECTION o Z�� -1 I I I I I I I —I I I I I I.I PER DETAIL 1/3 ANCHOR PER �F�6`�4� /t/ I —III —I —III I,- m = aE . O4Y (GROMMETCOR ANCHORSCHEDULE HOST Z�y —III—III —III—III- g a� EMBED t� 3 STRUCTURE (ALTERNATE II III —III —I m m QI IN ANCHOR STETEEL EYELET SCREW ANCHOR TYPES a o d !E IM OR CALK -IN) EDP � o PERMISSIBLE. :III —III —I I&HEADS l9 DISTANCE m SEE ANCHOR —III—III —III—IIII�8u ANCHOR PER HOST w SCHEDULE) _ h t�- ANCHOR STRUCTURE \X I -III —II III —III Hel SCHEDULE a ) / GHOST I I—III—'cl' t 1m^ D CE STRUCTURE 0807-091-1 ( STUDDED ANGLE GROUND ANCHOR SCALE 4 ROPE ATTACHMENT s ATTACHMENT s DIRECT MOUNT. /7"N ATTACHMENT PAGE DESCRIPTION: 2 N.T.S. (HEAD OR SILL SIMILAR) 2 N.T.S. (HEAD OR SILL SIMILAR) z N.T.S. (HEAD OR SILL SIMILAR) 2 N.T.S. (SILLONLY) NOTE: FABRIC SHALL BE INSTALLED, WITH EVEN TENSION ALONG ROPE LACING & WITHOUT EXCESSWE SLACK FOR ALL CONDITIONS (TYP) DOUBLE LACING SHOWN FOR 12" ANCHOR SPACING DOUBLE LACING SHOWN FOR 12° ANCHOR SPACING SIMPLE LACING SH( GROMMET OPTION SHOWN CLAMP OPTION SHOWN GROMMET OPTION: FABRIC LENGTH UP TO 8'-0" i1 ROPE LACING PATTERNS HEAD ANC �. ... . N.T.S. CONNECTION TYPES MAY VARY, SEE SHEET 2 FOR DETAILS PASS y" NYLON ROPE THROUGH EYELET IN CLAMP (LACING PER beams I [DETAIL 1/3) '��T1/4' DIAM. x 1° SIDEWALK BOLT WITH WINGNUT SECT. A -A SEAM BOLT SPACING: • 12" O.C. FOR FABRIC LENGTH UP TO B'-0'. • 6°.ON CENTER FOR FABRIC LENGTH FROM 8'-1° TO IV-4°. s SEAM GROMMETS 3 N.T.S. ow l��II1 ��ICC -' IIIC�IIIRICilRICI�'C�ICI��l1C1 G..II..IC..n C_1ef®®�1Of 1C��( 11Ca�� me XO//// (6" OR SPACING SIMPLE LACING SHOWN FOR 6°ANCHOR SPACING CLAMP OPTION SHOWN FkHRIC LENGTH UP TO 12'-4" a fir, 4 �uagnvlr(Pasn;,r�wlTx�n 7 1Ln rn O cszrn � O p O m o U C) x VZza �,m7. � 7.c.0 u . *NM U �� 'z' o o N F- d NYLON'6.6' CLAMPS Q# m rii w a E Zfa INSERT FABRIC INTO CLAMP AS SHOWN f... a' m U1 12 bZ (Li.�'Z m� ¢ `7czro z 3 �"'-ivm t j3a � 3tL 3 '^¢a a)TYP. CLAMP INSTALLATION Ln I U Go �,,7 N.T.S. . a in --X-0.125" rh - STUDS 0 0 O N AT D. AT 6° O.C. 0 TYP. N 0 N N s STUDDED ANGLE 6 2-PIECE CLAMP 3 N.T.B. 3 N.T.S. NYLON 6.6 0807-091-1 SCALE PAGE DE CRTPTTON• ANCHOR SCHEDULE NOTE: SPACINGS SHOWN BELOW ARE FOR ANCHORS TO HOST STRUCTURE ONLY (i.e. EYELET ANCHORS, DIRECT' MOUNT ANCHORS, FABRIC LENGTH UP TO 8'-0" FABRIC CONNECTOR: & STUDDED ANGLE ANCHORS). SEE DETAIL 1/3 FOR GROMMET OR CLAMP SPACING. CLAMPS OR CLAMP/GROMMET r1 COMBINATION PRESSURE MAXIMUM SPACING oDESIGN _ ANCHOR 1/4" TAPCON (ELCO OR ITW) WITH - - 1-3/4" EMBED (3320ps1 MIN CONC) & 12-1/2" 36.3 PSF 12.0" 54.4 PSF 10.6" MIN EDGE DIST F 72.5 PSF 8.7" 1/4" ELCO PANELMATE (MALE, FEMALE) -1d•3 rsr W/ 1-3/4" MIN EMBED (3350ps1 MIN 54.4 PSF W CONC) & 2-1/2" MIN EDGE DIST 72.5 PSF * Z 1/4-20 POWERS CALK -IN WITH 7/8" 36.3 PSF °u MIN EMBED (300Dpsl MIN CONC) & 54.4 PSF 2-1/2" MIN EDGE DIST 72.5 PSF * 5m 112-13 POWERS CALK -IN WITH 36.3 PSF 1-1/2" MIN EMBED (3000ps1 MIN 54.4 PSF CONC) & 6" MIN EDGE DIST 72.5 PSF TAPCON (ELCO ORITW) WITH 36.3 PSF 1-1/4" EMBEDMENT & 2-1/2" MIN 54.4 PSF EDGE DISTANCE 72.5 PSF Y ELCO PANELMATE (MALE or 36.3 PSF m1/4" FEMALE) W/ 1-1/4" MIN EMBED & 54.4 PSF 30 2-1/2" MIN EDGE DIST 72.5 PSF J * = 1/4-20 POWERS CALK -IN WITH 7/8" 36.3 PSF MINIMUM EMBEDMENT & 2-1/2" MIN 54.4 PSF EDGE 72.5 PSF pD,ISTANCE * E9m 3/8" LAG SCREW WITH 2-1/2" MIN 36.3 PSF THREAD PENETRATION & 1" MIN 54.4 PSF EDGE DIST 72.5 PSF 11/2- LAG SCREW WITH 2-1/2" min o THREAD PENETRATION & 1't MIN °o EDGE DIST 3 R---mmmmmm. 1/4' ELCO PANELMATE (FEMALE, MALE) W/ 1-7/8" MIN EMBED & 1" * ANCHOR NOTES: 1. SEE ALLOWABLE DESIGN PRESSURE SCHEDULE (SHEET 1) FOR ALLOWABLE SPANS, MOUNTING CONDITIONS, FABRIC CONNECTORS, AND PRESSURES. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4: EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDmoR9,2WWARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATZOUOD FRAMING MEMBERS, NOT INTO PLYWOOD. S. A SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,t IDES MAXIMUM ALLOWABLE ANCHOR SPACINGOWABLE SPANS AND PRESSURES INDICATED IN SPANLL APPLY. 6. MS SHALL HAVE MINIMUM OF 1/2" ENGAGEMDS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEA, OR WAFER HEAD ("SIDEWALK BOLT") U.N.D. 7.ESANCHOR CONDITIONS WHICH ARE NOT ACCEPTA 8. * ,SESIG TES REMOVABLE ANCHORS WHICH ARE APPLICABLEA.0 DIRE MOUNT INSTALLATIONS. ,7DR6E02�6- AFUMEuNR� E it - �S:�FAR`(^1).fdetsFeNM' " wromcvxMRusmarca�R - Cl Ln W-m r4 D =<LLM C aN C SZ 0, 8 0 o C)I��d^. lu rn ". ZZ. O Dog t It d u 7 0807-091-1 4