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EL-13-2478 �G (-3 Z� � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-254995 PermitNumber: EL-11-13-2478 Scheduled Inspection Date: March 22,2016 Permit Type: Electrical- Residential Inspector: Devaney,Michael Inspection Type: Final Owner. CAMILLE HARRIS,ABDUL S MUKHTAR Work Classification: Alteration Job Address:15 NE 104 Street Miami Shores,FL 33138-2026 Phone Number Parcel Number 1121360120090 Project: <NONE> Contractor: RAYS ELECTRICAL SUPPLY INC Phone: (786)236-2777 Building Department Comments REWIRING Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-254836. Smoke detectors toO El be 3 feet from an A/C vent. Dryer on 4 wire cord Remove 2 wire cord from garage lights and add receptacle for door opener. Failed ❑ Kitchen counter receptacles G. F. I. protected. Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 21,2016 For Inspections please call: (305)762-4949 Page 21 of 36 Miami Shores Village i ;v ; Building Department �' OCT 3 12013 11j" 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BYoomm�m mmmoad INSPECTION'S PHONE NUMBER:(3057 762.4949 FBC 201 BUILDING Permit No. EU C- U 3 2-,-n PERMIT APPLICATION Master Permit No. VC-A b Permit Type: Electrical JOB ADDRESS: I g mc lo Ll 5� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone:-0 b ,l OWNER:Name(Fee Simple Titleholder): Phone#: v ��V T VV Address: City: State: Z--6--Y'161Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G1— % Phone#: Address:24 / < dpA d:x 4��'16 City:— a L'2Ct�,B State: ' Zip: S"CG Qualifier Name: Z5'a P"d 6 /0 / Z• Phone#: Z 3 li 2 State Certification or Registration#: A-'Gf 3e2f' ZS* Certificate of Competency#: Contact Phone#: 7E6 22,r Z 7;Z.F Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work:r.UAddress., C].P Uemion.._ ONew e4air/Replace ODemolition Descriptioi of R drkz`°ftD j&J', / Submittal Fee$ 1 J�?P� Permit Fee$���®d CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ („(i TOTAL FEE NOW DUE�_ � • } Y 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City s` .,_ . 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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _.s Signature �' ---N Owner or Agent e Contractor The foregoing instrument was acknowledged before me this� The foregoing instrument was acknowl ed bef eme thi%� day of& ,bee ,20 ,by 1 /44K6, day of r9 c,=, -920 who is personally known to me or who has produced who is personally known to me or who has produced .4r`Ger+5P As i 'on and who did take an oath. as identification and who did take an oath. NOTARY PUB C: NOTARY PUB Sign: Sign: Print: Notary Public waft of FbrkM Print' Suzelie Louis •:-�. �,TY AAYMORE MY Co ion Expires: ` «�, MY Commission EE 191923 My 1 Ex �'►o;po Expires 04/23/2016 i M COMMISSION#FF020273 AMA., EXPIRES June 19,2017 407)381!0153 F Serv�e.com qtr&siroh4e&9F4r&aSr4e9r4r3r4r4rir�Ydr4r4r8rArdnt4e4r4a4e4rFrBe4r9e4r4nY9nt�ir9roY4r9eae�lr4rir&4a4r8r8r4r4r4r4r8r4rdi4r9r8rFrdt dr droY&,tig,ic,yytr9n4�tdr9F�inirotnkaYsnYwsk9ntr9esY8rak APPROVED BY .3 Plans Examiner Zoning , - Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07XRevised 06/10/2009)(Revised 3/15/09) STATE OF FLOP' 1,D � • � �F` c 941,140* .s . DEPARTMENT 4k ^SS M ELECTRICAL CONTRACTORS LIiGINr3 "BOARD , ' ' ' (8 5 0) 487-1395 1940 NORTH MONROE STREET •`�'�M • TALLAHASSEE FL 32399-0783 lA. ' RENZI, EDWARD JR RAY'S ELECTRICAL SUPPLIES INC 2761 LAKE PARR CIRCLE WEST FORT LAUDERDALE FL 33328-7001 xa. Vi ' 4 s�gre OF F4o�pA AC# 6 6 5 0 Congratulations! With this license you become one of the nearly one million 11 "OF bUSINBSS ANb Floridians licensed by the Department of Business and Professional Regulation. PEt�FES B;EGU;,�Xolil .. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they,keep.,l=lorida's economy strong.,a; J., { EC130028120068851 Every day we work to improve the way we do business in order to serve you bette s ' For information about our services,please log onto www.myflorldalicense.com. CS tTI�' $7 ONTRACT0 There you can find more information about our divisions and the regulations that . RENZI Impact you,subscribe to department newsletters and learn more about the RAS'S ;ETOL �I$S INS Department's initiatives. P} Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. _ GSRTIF� D uadex the pxov eiqns oS a3.9s9 �s Thank you for doing business in Florida,and congratulations on your new licensesa�=aei� aaeB. r►vc 31, Zif 7 4 yia$a a:oz4.9s DETACH HERE • •111013 e •• • •••• � • 68 C STATE �F FLOFtIDAF _ DNARTMENT. OT+' BUSINESS ';FAD PRpF� SSTONA L REGULATION 8 ;CRICAL CONTRACTORS LT �ISINQARD t x. SEQ#L12081402493 .. LICENSE NE913_koi 1. 0 1 0 ;2006 8 3008`� V Btta3necs'';` `ualification The:;: RLEC'J .I, CONTRAC'T'OR ed.-below IS CFRTI `IL .. �` tinder the pic is ono 3xpiratiAn date: AUG S1, 4 RENZ I. RAY'S.: :ELECTRICAL SLTPP41 S 2761 LAKE PARK CIRCLE 'WEST FORT .L&UDERDA,L$.; FL 33328 RZCt SCOT REN LAWSON GOWRNOR ;.. SECRETARY DISPLAY AS REQUIRED BY LAW • s Local Business Tax Receipt 1111111`111111k MEMEMPM Miami—Dade County, State of Flo6da -THIS IS NOT A BILL-DO NOT PAY 6636303 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES RAYS ELECTRICAL SUPPLIES INC RENEWAL SEPTEMBER 30, 2014 2015 OPA LOCKA BLVD 6230031 .OPA LOCKA,FL 33054 Must be displayed at place of business Pursuant to County Code Chapter SA—Art.9&10 OWNER SEC.TYPE OF BUSINESS RAYS ELECTRICAL SUPPLIES INC, PAYMENT RECEIVED 214 RETAIL SALES y BY TAX COLLECTOR _ Y 09/10/2013 Employee(s), �e r�rpa ' ,,T e t�l +gt" !r "a., p I 114133 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license. permit or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed an all commercial vehicles—N iargi—Dade Code Sec So--276. MIAMFWIDE For more Information.visit w a-miamidade.govoxcollector MM � • t} r I• — I • i 1 O r SIM200802 r Used for Florida State Wide Product Approval # FL11473 Products on this Report which are approved: Product FL# Product FL# DETAL20 11473.1 LGUM210-2-SDS 11473.12 FGTR 11473.2 LGUM210-3-SDS 11473.13 FGTRE 11473.2 LGUM210-4-SDS 11473.14 FGTRHL 11473.2 LGUM26-2-SDS 11473.12 FGTRHR 11473.2 LGUM26-3-SDS 11473.13 HETA12 11473.3 LGUM26-4-SDS 11473.14 HETA16 11473.3 LGUM28-2-SDS 11473.12 HETA20 11473.3 LGUM28-3-SDS 11473.13 HETA24 11473.4 LGUM28-4-SDS 11473.14 HETA40 11473.4 LGUM410-SDS 11473.15 HETAL12 11473.5 LGUM46-SDS 11473.15 HETAL16 11473.5 LGUM48-SDS 11473.15 HETAL20 11473.5 LTA1 11473.16 HGAM10 11473.6 META12 11473.17 HGUM5.25 11473.7 META14 11473.17 HGUM5.50 11473.7 META16 11473.17 HGUM7.00 11473.8 META18 11473.17 HGUM7.25 11473.8 META20 11473.18 HGUM9.00 11473.8 META22 11473.18 HHETA12 11473.9 META24 11473.18 HHETA16 11473.9 META40 11473.18 HHETA20 11473.9 MSTAM24 11473.19 HHETA24 11473.10 MSTAM36 11473.19 HHETA40 11473.10 MSTCM40 11473.19 11473. MSTCM60 11473.19 HTSM16 11473.11 MTSM16 11473.2 HTSM20 11473.11 MTSM20 11473.2 Q � SIMPSON STRONG-TIE COMPANY, INC `�Y Jax Apex Technology, Inc. FBPE CA NO.7547 4745 Sutton Park Court,Suite 402 Jacksonville, FL 322241904/821-5200 vj 1 Evaluation reports are the opinion of the engineer who prepared the report,based on the findings,and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code,SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P.Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report.Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P.Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P.Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P.Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of,the Florida Building Code.All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG-TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 913-72.110. 2. PRODUCT NAME Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Page 1 of 13 Simpson Strong-Tic Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR Wood to Masonry Hangers LGUM26-2, LGUM28-2, LGUM210-2, LGUM26-3, LGUM28-3, LGUM210-3, LGUM26-4, LGUM28-4, LGUM210-4, LGUM46, LGUM48, LGUM410, HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common nails, and fastens to the wall with either%4x2'/4"Titen Masonry Screws for a masonry wall, or%xI "Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either%x2%4"Titen Masonry Screws for a masonry wall, or%x1%"Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson %X 1'/2"SDS screws (provided with the part), and fastens to the wall with either%x2%a" Titen Masonry Screws for a masonry wall, or%4x1$/4"Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle.The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson %X 1'/"SDS screws(provided with the part), and fastens to the wall with %x2%4„Titen Masonry Screws. Allowable loads are shown in Table 2. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle Page 2 of 13 Simpson Strong-Tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member(usually a truss)to a masonry or concrete wall. Embedded truss anchors fasten to a single-ply wood truss with 10dx1'/z nails or to a multiple-ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor(4"for META, HETA, and HETAL, and 51/16"for HETAL). The strap portion of the anchor is 1'/S"wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 9. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. 4.6 LTA1 Lateral Truss Anchor.The LTA1 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA1 fastens to the wood member with 10dx1W common nails and has legs which are embedded into the wall system. Allowable loads are shown in Table 2. The LTA1 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA1. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity connector used to anchor single-ply wood trusses or rafters to masonry or concrete walls. The DETAL fastens to the wood members with 10dxIY2" nails. They are embedded in the masonry or concrete wall to a depth of 4'/ inches. The strap portion of the anchor is 1'/s"wide. The strap anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seat is 18 ga. steel. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1%4"wide for use on 1'/z"and larger members. They are installed with 10d common nails to the wood and either '/4x2'/4"Titen Masonry Screws to masonry, or%xl%"Titen Masonry Screws to concrete. The MSTCM Strap is 3"wide for use on doubled 2-by or single 4-by and larger members. They are installed with 16d sinker nails to the wood and either'/4x2'/4" Titen Masonry Screws to masonry, or%xl%"Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as specified in Table 4. The galvanized coating complies with the G90 requirements of ASTM A653. Masonry strap fastener schedule, dimensions and allowable loads are shown in Table 4. See Figure 7 for additional details of wood to masonry straps. 4.9 FGTR, FGTRE, FGTRHL, FGTRHR Face Mount Girder Tie Down. The FGTR is a non-pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The Page 3 of 13 Simpson Strong-Tie FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong-Tie SDS%"wood screws, and fastens to the masonry or concrete wall with Simpson Strong-Tie%" diameter Titen HD fasteners, which are supplied with the connector. The FGTRE uses a strap that is oriented with its flat dimension parallel to the truss for placement at the end of walls when the truss is parallel to the wall. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A- 1011 Grade 33 steel having Fy=33ksi and F„=52ksi and the plates are made from 3 gauge ASTM A-1011 Grade 33 steel having Fy=33ksi and Fu=52ksi. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGUM, HGUM Masonry Girder Hangers. LGUM and HGUM girder hangers are high capacity joist hangers that are used to connect wood girders and beams to masonry or concrete walls. The LGUM and HGUM use Simpson Strong-Tie Titen HD anchors to attach to the masonry or concrete wall, and Strong-Drive Screws (which are provided)to attach the beam to the hanger. To install the Titen HD anchors, drill holes of the same diameter as the anchor into the masonry or concrete. Holes should be 1/2" deeper than the specified Titen HD length. The SDS screws are installed best with a low-speed 1/2"drill and a 3/" hex head driver. Predrilling holes for SDS screws is not required. The LGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 40 with minimum yield and tensile strengths of 40 and 55 ksi (275 and 379 MPa), respectively. The HGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 33 with minimum yield and tensile strengths of 33 and 45 ksi (228 and 310 MPa), respectively. The galvanized coating complies with the G90 requirements of ASTM A 653. The steel thicknesses are 0.099" (2.51 mm) for the LGUM, and 0.173" (4.39 mm)for the HGUM. Girder hanger fastener schedule, dimensions and allowable loads are shown in Table 6. See Figure 9 for additional details of masonry girder hangers. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued-laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 6. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir-Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce- Pine-Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strengths Fyb: Common Nail Nail Shank Diameter Fyb (psi) Pennyweight inch 10d 0.148 90,000 16d sinker 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure-preservative treated wood shall be hot-dipped zinc coated galvanized steel with coating weights in accordance with ASTM A153. Fasteners for stainless steel connectors shall be stainless steel. Page 4 of 13 Simpson Strong-Tie 5,4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, f c - 2500 psi Masonry, fm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi or by proportions" Grout ASTM C476 2000 psi or by proportions) 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong-Tie Wood Construction Connectors catalog. The Information in this report supercedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap, P.E., and Samuel Hensen, P.E., performed in accordance with the 2007 Florida and Residential Building Codes. Product Test Number Date Tested MTSM 8845, H756 2/27/90, 12/6/00 HTSM 02-3667 1/30/02 HM9 Uplift 02-3793 5/15/02 HM9 F1 Direction 02-3793 5/15/02 HM9 F2 Direction 02-3793 5/15/02 HGAM10 Uplift 02-3884 7/29/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02-3674, 02-3802, 6/4/02,6/8/02, 7/24/02,2/8/04 02-3861, 04-4675 META F1 02-3674, 02-3802 6/4/02, 6/8/02 META F2 02-3674, 02-3802, 6/4/02, 6/8/02, 7/24/02 02-3861 HETA Uplift 02-3803, 02-3862, 6/10/02, 7/26/02, 2/8/04 04-4676 HETA F1 02-3803 6/10/02 HETA F2 02-3803, 02-3862 6/10/02, 7/26/02, HHETA Uplift 02-3676, 02-3863, 6/4/02,7/29/02,2/7/04 04-4674 HHETA F1 02-3676 6/4/02 HHETA F2 02-3676, 02-3863 6/4/02, 7/29/02 HETAL Uplift 02-3803, 02-3862, 6/10/02, 7/26/02,2/8/04 04-4676 HETAL F1 D793 3/17/94 Page 5 of 13 Simpson Strong-Tie Product Test Number Date Tested • HETAL F2 D844 3/28/94 DETAL Uplift 0797 3/28/08 DETAL F1 0795, 0799 5/12/08, 3/27/08 DETAL F2 0796, 0798 6/05/08, 3/28/08 LTA1 Uplift 02-3616 2/13/02 LTA1 F1 02-3616 2/13/02 LTA1 F2 02-3616 2/13/02 MSTAM24 Uplift 02-3795 5/17/02, 5/17/02 MSTAM36 Uplift 02-3795 5/17/02, 5/17/02 MSTCM40 Uplift 02-3796 5/31/02 MSTCM60 Uplift N471 1/26/07 FGTR Uplift 04-5004, 04-5005 10/6/04, 10/6/04 FGTRE Uplift 04-5010 10/29/04 FGTRHL/R Uplift 04-4915 10/13/04 LGUM Down M202,M 203, M204, 7/13/06, 7/13/06,7/13/06, 7/14/06, M222, M224 8/03/06 LGUM Uplift M211, M212, M213 8/18/06,8/18/06, 8/21/06 HGUM Down M207, M209,M216, 9/11/06, 9/11/06, 10/20/06, 10/20/06 M217 HGUM Uplift M729, M731 8/3/06, 8/04/06 8. FINDINGS Upon review of the data submitted by Simpson Strong-Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2007 Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift+ Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+ Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate< 1.0 10. CODE REFERENCES Florida Building Code, Building 2007 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 6 of 13 Simpson Strong-Tie Florida Building Code, Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11.ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Fasteners Allowable Uplift Loads 160. Model Ga Length CMU Concrete Southern Truss/Rafter (Titan) (Titan) Pine/Dougfas Fir- Spruce-Pine-Fir Larch MTSM16 161 16 7-10d 4-1/4x21/4 4-%4x13/4 875 755 20 16 20 - 1 1 4-%xl3/ 755 HTSM16 14 16 8-10d 4-1/4x21/4 4- 4x13/4 1175 1 HTSM20 14 20 10-10d 4-1/4x21/4 4-1/4x13/4 1175 1010 18 - 1 1 1 x 1 -5.14444. 806 BOB HGAM10 ' V I 4-SDSY4X11/2 4-1/4x21/4 4-1/4x2%4 850 850 Notes: 1. Loads include a 60%load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 635 lbs(DFUSYP)&545 lbs(SFP),and allowable F2 load shall be 200 lbs(DFUSYP)& 170 lbs(SPF). 3. HGAM10 allowable F1 load shall be 1005 lbs(DFUSYP)&870 lbs(SFP),and allowable F2 load shall be 1105 lbs (DFUSYP)&950 lbs(SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 M. must be used when framing anchors are installed on each side of the joist or truss. y f HGAM10r HAS Moisture barrier not shown Figure 1 Figure 2 Figure 3 Typical MTSMM/HTSM Application Typical HM9 Installation Typical HGAM10 Installation Page 7 of 13 Simpson Strong-Tie TABLE 2 ALLOWABLE LOADS AND FASTENERS Uplift Lateral Loads Model No. Ga H 1 Ply So.Pine Truss 2 or 3'Ply F, F2 So.Pine Truss (Pamuei to (Ww.to Fasteners Load Fasteners Load waP "'a°) META12 8 7-10dx1'/2 1450 6-16d 1450 340 725 META14 10 7-10dx1'/2 1450 6-16d 1450 340 725 META16 12 7-10dx1'/2 1450 6-16d 1450 340 725 META18 14 7-10dx1'/z 1450 6-16d 1450 340 725 18 6-10dx1'/z 1270 5-16d 1245 340 725 META20 16 7-10dx1'/: 1450 6-16d 1450 340 725 META22 18 7-10dx1'/z 1450 6-16d 1450 340 725 META24 20 7-10dx1'/z 1450 6-16d 1450 340 725 META40 36 7-10dx1'/a 1450 6-16d 1450 340 725 HETA12 8 7-10dx1Y2 1520 7-16d 1780 340 725 HETA16 12 9-10dx1Y2 1810 8-16d 1810 340 725 8-10dx1'/z 1735 7-16d 1780 340 725 HETA20 16 16 9-10dx1'/a 1810 8-16d 1810 340 725 HETA24 20 9-10dx1Y2 1810 8-16d 1810 340 725 HETA40 36 9-10dx1Y2 1810 8-16d 1810 340 725 HHETA12 8 7-10dx1Y2 1565 7-16d 1820 3406 815 HHETA16 12 10-10dx1Y2 2235 9-16d 2235 3406 815 HHETA20 14 16 9-10dx1Y2 2010 8-16d 2080 3406 815 10-10dx1'/2 2235 9-16d 2235 3406 815 HHETA24 20 10-10dx1Y2 2235 9-16d 2235 3406 815 HHETA40 36 10-10dx1Y2 2235 9-16d 2235 3406 815 HETAL12 710-10dx1Y2 1085 10-16d 1270 415 1100 HETAL16 16 11 14-10dx1Y2 1810 13-16d 1810 415 1100 HETAL20 r 15 14-10dx1Y2 1810 13-16d 1810 415 1100 LTA1 18 1 31/6 12-10dx1Y2 1420 12-10dx1Y2 1420 485 1425 Notes: 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Five nails must be installed into the truss seat of the HETAL 3. Parallel-to-plate load towards face of HETAL is 1975 lbs. 4. Minimum fc is 2,OOOpsi 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6- 16d or 7-10dx1Y2'fasteners are used with the META anchor. 6. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. WmrebsrOr M shmm t9 Typical META Installed with TSS Figure 4 Figure 5 META/HETA/HHETA Tvpical Installation LTA1 Typical Installation Paa- - -- -- Simpson Strong-Tie J tos Aoolss WINDOW/DOOR SCHEDULE WINDOWS I DOORS MULLION BARS SPACING EDGE&O.C. SHUTTER WINDOWS&DOORS APPROVED REOUIRED PRESSURE PRESSURES APPROVAL OO PRODUCT GLASS FASTENER YES/ # size P-/-g Po$Ineg type I size TYPEPSIZE HEADER SIDES SILL YIN NO NOA# BAR SIZE-B FASTENERS CLIPIBAR 3 t 1I it a ' /3`, 9 i f 2 o jJ .r9�' ti 3 zoo zu® � 7 t4 er ti ,t Jr jt it t LO If tl r tr /r 14A 2.75 •3 I' 7 r r t t t. `' rt �. . r ,t & THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. . "'A MINIMUM OF TWO INSPECTIONS MAYBE REQUIRED (1st) FRAMING-DURING THE INSTALLATION QF CONCEALED FASTENERS (2nd)FINAL - AFTER ALL WORK IS COMPLETE. r 2/ f W NDLOADCALC.Com 'F Windtoadcalc.com e, w Your Window to Success ASCE 7-10 r Version 7.2 � E 2004-20120 1y Building Permit Edition Wind Load Program A -0101A HON r � _ II IMIKIRS, „ �#1 t yv e+ M ;i nM r N/A M A+ N/A tt 77777 N/A ' �_�r . 3' x, �t� .�>� .;••�;.�� "t :,+^ ,...,-',-r;'�a4 .�"�'�. .�,.,..--�4?3'xa rY.", .$ �-.. `w ;fir ,.w '�?g.��`�♦. �'^„'�4'`-;e, ,�,"�� t '.a,�:r..ye+r -�p?u �, N/A ry w .o N/A DOOR 1 4 7 6,0 7.0 42' 59.7 -65.2 WIND 3 5 7 2.0 5.0 10 65.8 -88.1 N" www.wlndlo a Qcom nAi GIMM14 Paget r WINDLOADMC.com ` ~ u s Wndtoadcatc.come ' Your Window to Success Version 7.2 Q40i,�,UIRMM - 2004-2012® + " .� 7s�r l"#a. -�"� 4 ��•_ .a 'x : 3 Building Permit Edition h x Wind Load Program ., :5 K WIND LOAD DL'SIGN INFORMATION � k�,,.h;� �.�,�x_r a�" - � a�" �,,,x�-� �,.,-�,.� `r" �,,r �'a-�•``-' —`�• "- � _ - ��._...�. 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WIND 13 4 7 3.2 32 10 65.7 -71.3 i "Iy+T' •.�".. t '�'" °nz' ;s, "05` - NV '.!i:' :h`I", d �s.'. +s'x` �� t'..r}.._ "= v' r.-,- c.rs'A K4�" s N M - m x� �"'�." :,1 r 1y �. ,t v. s:: s - r•u„ 'h a ".:a .,Miam ��_ rt»: ..��., sd�t .._ s• ,'k'7 _ ,fin, ,R _ -�. ,��- ..� .,u-� .r�i`; _ ti �5.. 77-77 d , IMMIMIZI - - www.wbxUOadca1c,cOM 01MM14 Paget WIWDLOADCALC.com � Windtoadcatc.com Your Window to Success � � s 2152 - v ASCE 7-10r� ' Version 7.2 2004-2012© <, t ^5r > Building Permit Edition P. _.: Wind Load Program ±w ,F 4,w P e, — o wwwwindbadoak.com 011=014 Pa983 PERMIT APPLICATION #:AP 1133916 STATE OF I-%ORIDA a DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT i'.,ISPOSAL SYSTEM, FEE PAID: " CONSTRUCTION PERMIT RECEIPT #: DOCUMENT #:PR929590 CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: (Calvin Harris&Abdul Mukhtar) PROPERTY ADDRESS: 15 NE 104 St Miami, FL 33138 LOT: 8,9 BLOCK: SUBDrVISION: Beverly Glen PROPERTY ID #: 11-2136-01,22,-0090 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 642-6, F.A.C. DEPARTMENT APPItIVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT! DOES NOT EXEMPT THE APPLICANT F'RO14 COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 3 GALLONS / Gb-!:) Septic CAPACITY A [ 0 ] GALLONS / GFD CAPACITY N ( 0 ] GALLONS GREASE; INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSIN3, TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 300 ] SQUARE FEET Trench Conflpuration drain SYSTEM R ( 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: IX] STANDARD� ( ] FILLED , ] M--UNG ( 3 I CONFIGURATION: [x] TRENCH [ ] BED [ ; N F LOCATION OF BENCHMARK: FFE 12.77'NGVD - I LLEVATION OF PROPOSED SYSTF,M SITE [ 21.20 111 INCHES i FT ] [ABOVV BELOW B' RK/REFr'EREJCE POINT E BOTTOM OF DRAINFIELD TO BE [ 60.24 ] [ Sh-GREs F'T ] [ABOVE BELOW /REFERENCE POINT L D FILL REQUIRED: [ 0.001 INCHES EXCAVATION REQUIRED: [ ] CH 9.-Install a 1050 gal min.septic tank with an approved filter. 0 2.-The licensed contractor installing the system is responsible for installing the minimu go nk i anc T with s.64E-6.013(3)(f),FAC. 3.-Install 300 sf of drainfieid in%rench configuration. H 4.-Invert elevation of drainfieid to be no less than 8.25'NGVD. E 5.-Bottom of drainfieid elevation to be no less than 7.75'NGVD. (Comments Continued on Page 2.) R . . SPECIFICATIONS BY: Terenat J Solomon TITLE: Master Septic Tank _,00 actor - APPROVED BY: RQ� ` TITLE: Engineering Specialist II Dade G Betsy :angs-01mino /`t DATE ISSUED: 01/31/2014 DH 4016, 08/09 (Obsoletes till previous editions which may not Incorporated: 64E-6.003, FAC hr.r ,ntr To �n� ,is I rwire c l so; of 3 v 1 1.4 Ak::i33a�r: 6°• at tile 141112 of fillel " ��y*tPri�tlr!X�:3V?iian. V... 'E".., t� Ei '.,C)a t:%;rt'.i, .0 f. n".,.. .hr,rr•`.'1:5 r0: 'irihil'd� DOCUMENT #: PR928590 5.-This permit includes the abandonment of the existing septic tank. The system is sized for 4 bedrooms with a maximum occupancy of 8 persons(2 per bedroom),for a total estimated flow of 400 gpd. .THIS PERMIT IS NOT FOR ANY ADDITIONS. -- r—:a - — --- --- - 4 -- ------- ' ATE -- ,' DEPARTMENT OF HEALTH = : APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTP'JCTION PERMIT \Toa,�c�`r�• • Permit Applicaton Number. _ —__.—_— _._...—._....--- PART it -SITE PLAN-- r Scale: Each block represents 5 feet and i inch= 50 feet. 77;,. .. . _ :,�� - .ff »i....,;. •'j .«. - .. '.•_""_ _. �.e'.�ri ��: it.� _ tom'- •- -•r- - - .�...:1�..: .T r" ry �_ ._. _._ �S,-•:-••--. (' .__. .._... - r ""✓° :, »-. ..- }_ �j:_Y�i j f f__t-� 4 .I .:: ss�-~ _ «.. —~�(t. jc V... `.+. _...T_ _..». ..;._{.F •. ... f_...«- L 1.•"4.. t_1_.I. } _.`>..... _�...........f- i i--r--i• /•.•t i•- j•- 't_;{••"'" . ' .r t' Ems»_ •�^�__, r �f.. _ J.Z. •---x-1"-4 _ _i Y3_ ^" �t ` 17 S+:ICwt• - _. . :.»._j—• 1+- f--+:Y'��1 ...._. .1......i_..• �' r:yF p .'.... - :- ._ _ .r_: _...� .s. _. s _ .r.=.._-_: _9..=_.;_.:}..... ..Y• t_.....f. -r�;4�,E.-..._..__ ., ...�_. .- •_ G�..S V--j},T s.i..}}.. :m.•y'-,� ._» ..._. _2M• � «.. .___.s.»F_.�....; ....f _`� __� .. .) .. ... ... • :i.�.�..�.S i .N;"4at.tl.•"�.,•y.�j�f�a ,.. _ - - -+._. ; 4 a e«f o_s.�.:_ T_i j_;��_. _,»..._. _ Trf't''G f ,?s�C.jr"1 .... g�••-t.. . .«.Yt.� _3. __t _.f. {...:....f. 4._,_•t i ....� .:....I....f..y..F _.._.2 .-.. Not;s: .. i l ` �`�" '�Y -- ry c7 + ''3rr S"•,} s.. n P.i eo( c t'..r, w l,f ��'.•. 0 t`�•" ��. Site Plan submitted by: ' Qxi -• "� Si ature Tide Plan Approved Not Approved Date BY.-.. » . . . ._ _... _ .. ,�, ..._.... .County Health Departm . �I ALL CHANGES MUST DE APPROVED BY T14E COUNT ALT ��"MENT ON 40.5.1"[Replarm HRS•1 rWM 41015 wh"rm'/bo uzWl � �� (Studc lurrbw:5144.0rP-4015-M P-1--, '1 n TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS Uplift Loads Lateral Loadss Model No. Qty. Application 1 Ply Southern 2 or 3 Ply Southern F1 F2 Pine Truss Pine Truss (parallel (perpen. Fasteners Load Fasteners Load to wall) to wall) DETAL20 1 CMU 18-10dx1'/z 2480 - - 20006 1370 Concrete 18-10dx11/ 2480 - - 2000 1505 META 2 CMU 10-10dx1'/z 1985 14-16d 1900 1210 1160 Concrete 10-10dx1'/z 1985 14-16d 2565 1210 1160 HETA 2 CMU 10-10dx1'/ 2035 12-16d 2500 1225 1520 Concrete 10-10dx1'/z 2035 12-16d 1 2700 1225 1520 HHETA 2 CMU 10-10dx1'/ 2035 12-16d 2500 1225 1520 Concrete 10-10dx1% 2035 14-16d 3350 1225 1 1520 Notes: 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Minimum f,is 2,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8"wider than the truss width. 4. Install half of the required number of fasteners in each strap,except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA,and HHETA anchors apply only to 2-or 3-ply applications with anchors spaced a minimum of 3°apart. For single ply applications use lateral loads in Table 2. DETAL lateral load apply to single-ply application. 6. DETAL20 Lateral Loading in the F,direction anchored in CMU greater than 1,790 Ib.may result in deflection up to 5/32"in the F,direction. - Typical Installation YMIi y with two METAS q!ni f5 ROW i46 cu Figure 6 DETAIL and Double META/HETA/HHETA Application Page 9 of 13 Simpson Strong-Tie TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong-Tie OPISP SPF Model No. Ga. (in s) Titen Screws 160 160 W L CMU. Concrete Nails Load Nails Load MSTAM24 18 1% 24 5-'/4x2'/4 5-%xl% 8-10d 1500 9-10d 1500 MSTAM36 16 1% 36 8-%x2% 8-%x1$/4 10-10d 1870 11-10d 1870 MSTCM40 16 3 40% 14-%x2% 14-%x1% 22-16d Sinker 4220 26-16d Sinker 4220 MSTCM60 16 3 59Y2 14-%x2% 14-%x1'/ 26-16d Sinker , 4220 26-16d Sinker 4220 Notes: 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is I%"for Titen Masonry Screws. 3. Minimum fm= 1500 psi and minimum fe=2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture, ase• a��'. n 11� 9•`. t �i _ P � '66.. ��ti. 1/4 ♦ `t � Q" L o O 401/4' 7 e \7\� 7 Typ . Q a a 1,,4• I�s Typical MSTAM36 MSTAM36 MSTCM40 Installation. Typical MSTCM60 Installation Figure 7 MSTAM/MSTCM Typical Dimensions and Installation Page 10 of 13 Simpson Strong-Tie TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Fasteners Allowable Model No. Qty- To Block and Uplift Load Concrete Wall To Truss (160) FGTR 1 2-Titen HD%x5" 18-SDS1/4x3 50006 2 4-Titen HD%x5" 36-SDS1/4x3 9400 FGTRHUR 1 2-Titen HD%x5" 18-SDS1/4x3 3850 FGTRE 1 2-Titen HD%x5" 18-SDS1/4x3 46856 FGTRE+FGTR 1 Each 4-Titen HD%x5" 36-SDS1/4x3 50006 Notes 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" 4. THD's should be spaced in every other hole on the part 5. Attached members must be designed to resist the applied loads 6. Products used for corner applications shall be limited to 4685 lbs allowable 7. Loads are governed by the grouted wall capacity based on testing of the products attached to the comer of a block wall at an average ultimate load of 14,800 lbs. The connector has been tested attached to a steel column to an allowable load of 11,400 lbs which can be used for design provided the wall is designed by the engineer of record to transfer the uplift forces. ast �1 n� jJL'� r4•��. A` 1" Two FGTRs FGTRHL FGTR RMIRUSS a SHOULD RE SET � BACK'a FGTRE FGTRHLTOPVIEW Figure 8 FGTR/FGTRE/FGTRHUFGRHR Typical Installation Page I I of 13 Simpson Strong-Tie TABLE 6—LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions(in.) Fasteners Allowable Loads(lbs.) CMU/Concrete Joist uplift Download(DF/SPILVUPSULSL) Model No. Ga H B CMU Concrete Titen HD SDS Screws (1160) (100/115/125) DOUBLE 2x SIZES LGUM 26-2 12 3 /16 5 4 4-3/8"x4" 4-%a"x2%" 1430 5595 LGUM 28-2 12 3 /16 1 7 4 6-/"x 4" 6-%<"x2%" 2435 8250 LGUM 210-2 12 1 3 /ts 1 9 4 8-3/s"x 4" 1 8-1/4"x2%" 3575 9575 TRIPLE 2x SIZES LGUM 26-3 12 5'/s 5%s 44-'/e"x4"--T 4-%N21/2- 1430 5610 LGUM 28-3 12 5% 7% 4 6-'/e"x 4" 1 6-%a"x2%" 2435 8290 LGUM 210-3 1 12 5% 9% 4 8-3/6"x 4" 1 8-%<"x2%" 3575 9715 QUADRUPLE 2x SIZES LGUM 26-4 12 6 /16 5 /16 4 4-/a"x 4" 4-%a'x2%' 1 1430 1 5625 LGUM 28-4 12 6 /tG 7 /16 4 6-3/a'x 4" 6-%"x2%" 2435 8335 LGUM 210-4 12 1 6 ''/it; 1 9'/16 1 4 1 _8-3/s"x 4" 8-%N21/z" 3575 9860 4x SIZES LGUM 46 12 3% 4% 1 4 1 4-%"x 4" 4-%<"x21/" 1430 5600 LGUM 48 12 3% 6% 4 6-s/2"x 4" 6-%N21/2" 2435 8260 LGUM 410 12 3% 8% 4 8-3/s"x 4" 1 8-144N21/2" 3575 9620 ENGINEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES HEAVY DUTY HGUM5.25 7 5% 5% 8-5W x 5" 24-%a"x2%" 10085 14965 16015 HGUM5.50 7 5% 11 5% 8-s/s"x 5" 24-%N2%" 10125 14940 16015 HGUM7.00 7 7 to 5% 8-%"x 5" 24-%a"x2%" 10375 14770 16015 HGUM7.25 7 7'/a 30 5%a 8-Y.'x 5" 24-%a"x2%" 10415 14740 16015 HGUM9.00 7 9 5% 8-%"x 5" 24-'/a"x21/s" 10705 14545 16015 Notes: 1. Uplift loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum fm= 1500 psi and fc=2500 psi. 4 et 4 -01 it P H t i 'af y 1Vi(KPdP Cl11IB[ i' k f 'P "4N OfHHl" LGUM NGUM Tyyioal LGUM Installation TypiW HGUIH Installation Figure 9 LGUM/HGUM Typical Installation Page 12 of 13 Simpson Strong-Tie