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MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1016.04 Expires:02 /01/2002 Approved:01 /07/1999 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Rafter Ties under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 14), Internet mail address: postmaster ©buildingcodeonline.com liomepage: http : / /www.buildingcodeonline.com • rancisco Quintana, R.A. Director 1 of 3 Miami-Dade County Building Code Compliance Office Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO: 93- 1016.04 APPROVED : JAN 0 7 1999 EXPIRES 02/01/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0818.13 that was issued on 02/01/96. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Semco Rafter Ties shall be fabricated and used in strict compliance with the following documents: Drawing No,95- 0818.13, titled "Rafter Ties ", prepared by Southeastern Metals Mfg. Co., Inc., dated 11/03/98 sheet 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings.as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. 2of3 Candido Font, PE, Sr. Product Control Examiner Product Control Division fa 1 ' 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine with a specific gravity of 0.55 and moisture content of 19% or p Tess. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for ti`) wood construction 1991 Edition. M.H Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO.: 98- 1016.04 JAN 0 7 1999 APPROVED EXPIRES 02/01/2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. ' 3. Renewals of Acceptance will not be considered in • a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ndido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 rI u a O 11 Length RAFTER TIES 1" Wide — 20 Gauge Equal Fasteners Equal Fasteners \ Eoch Side \ Each Side. 1 1 ' 1 Detail A Product For twisted strap, add 'T' to product code number For- Flat strap, add 'F' to product code number GENERAL NOTES 1) The opproved products shop be mode of steel conforming to ASTM A653 structural quolity Crode 33 (min. y ield 33ksi) and o minimum golvonized tooting or G60 per ASTM 525. 2) Fosterers ore common wire noils or bolls in single shear os shown and noted on eoch opprovol. 3) In some coses two (2) Rofter Ties ore required for o minimum design uplift of 7001 as required by the South Florida Building Code. 4) All 7n stoltotions shall be done in occordonce with the monufocturers instructions, this Notice of Acceptonce and the opplicoble sections of the South Florida Building Code. 5) Minimum noil penetrotion is 1 -7/8" for 10d and 2' for 16d nails. 6) Allowoble foods ore bosed on Notionol Design Specificotions for Wood Construction 1991 Edition & 1993 Erroto, for Southern Pine (SC =0.55) or better and test performed in occordonce with ASTM 0 -1761, 7) Allowobte foods for wind uplift hove ofreody been increosed by o durotion Iood of 33% and no other increase is allowed. 8) Use specified fostener on eoch side os listed in schedule to ochieve oltowoble uplift. See Detail A. Length RAFTER TIES 1" Wide — 18 Gauge Allowable Loads Product Gauge Length Fasteners Uplift 133% Code g IOd 16d RTP1888 18 8 4 630 630 RTP18810 18 10 5 630 630 RTP18812 18 12 6 630 630 RTP18814 18 14 6 630 630 RTP18816 18 16 6 630 630 RTPI8818 18 18 6 630 630 RTP18820 18 20 6 630 630 RTP18824 1B 24 6 630 630 RTP18828 18 28 6 630 630 RTPI8830 18 30 6 630 630 RTP18836 18 36 6 630 630 For twisted strap, add 'T' to product code number For Flat strap, add 'F' to product code number APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ifl`N.P. ii e� 194 PRODUCT CONTROL DiV:S 3UILDiNG CODE COMPL:AtNCE OFFICE . ACCEPTANCE NO 1 e 6 - 10 t(0 ri 4 9A. tkri k a,. 11/07/98 1..v Not to Scots 93 -Oat 0.13 Product Code Gauge Length Fasteners Allowable Loads Uplift 133'/. — TOd 16d RTPGA88 14 8 4 660 785 RTPGA810 14 10 5 825 980 RTPGA812 14 12 6 990 1175 RTPGA814 14 14 7 1155 1235 RTPGA816 14 16 8 1235 1235 RTPGA818 14 18 9 1235 1235 RTPGA820 14 20 10 1235 1235 RTPGA824 14 24 11 1235 1235 RTPGA82E 14 28 11 1235 1235 RTPGA830 14 30 11 1235 1235 RTPGA836 14 36 11 1235 1235 Product Code Gauge Length Fasteners Allowable Loads Uplift 133% 10d 16d RTP181216 18 16 8 1105 1105 RTP181218 18 18 9 1105 1105 RTP191220 18 20 10 1105 1105 n i i to 11 CA Ca Length RAFTER TIES 1" Wide — 14 Gauge Equal Fasteners Equal Fasteners C Each Side Each Sine For twisted strop, add 'T' to product code number For flat strop, add 'F' to product code number GENERAL NOTES 1) The opproved products shall be mode of steel conforming to ASTM A653 structurol quality Grode 33 (min. yield 33ksi) and o minimum golvonized coating or. G60 per ASTM 525. 2) Fosteners ore common wire nails or bolts in single sheor os shown and noted on each opprovol. 3) to some cosec two (2) Rofter Ties ore required for a minimum design uplift of 7001 os required by the South Florida Building Code. 4) All instoliotions shall be done in occordonce with the manufocturers instructions, this Notice of Acceptonce and the opplicoble sections of the South Florida Building Code. 5) Minimum nail penetrotion is 1 -7/8" for 10d and 2" for 16d nods. 6) Altowoble foods ore bosed on Notional Design Specificotions for Wood Construction 1991 Edition & 1993 Erroto, for Southern Pine (SG =0.55) or better and test performed in occordonce with ASTM D -1761. 7) Allowable foods for wind uplift hove already been increased by o durotion food of 33X and no other increase is allowed. 8) Use specified fostener on eoch.side os listed in schedule to achieve oltowoble uplift. See Detail A. Length RAFTER TIES 1 1/2" Wide — 18 Gauge For twisted strop, add 'T' to product code number For flat strap, add 'F' to product code number- APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT , � 19 BY CO' • i DIV :S.0N BUILDING CODE COMPLIANCE OFFICE ICCEPTANCE NO f ig' 1 d l6 •_ U Z O U co C� N 1i- N W W >- li Z 1- CC W W D _J W z Z O D co U 0 < x J /.—a. ♦+ B.L Bo+tc4 11/03/98 Not 10 sce4 ►w..y ti 93- 081413 N. 2of4 Length RAFTER TIES 1 1/2" Wide — 14 Gauge Product Allowable Loads Code Gauge Length Fasteners Uplift 133% 10d _ 16d RTPGAI28 14 8 4 660 785 RTPGAl210 14 10 5 825 980 RTPGAl212 14 12 6 990 1175 RTPGAl214 14 14 7 1155 1370 RTPGAI216 14 16 8 1325 1570 RTPGAl218 14 18 9 1490 1765 RTPGAI220 14 20 10 1655 1960 RTPGAl224 14 24 12 1985 1995 RTPGAl228 14 28 13 1995 1995 RTPGAl230 14 30 13 1995 1995 RTPGAl236 14 36 13 1995 1995 For twisted strap, odd 'T' to product code number For flat strop, add 'F' to product code number GENERAL NOTES 1) The approved products shod be mode of steel conforming to ASTM A653 structurol quality Grade 33 (min. yield 33ksi) and o minimum golvon■zed cooling or. C60 per ASTM 525. 2) Fosteners ore common wire nails or bolts in single sheor os shown and noted on eoch opprovol. 3) In some coses two (2) Porter Ties ore required for o minimum design uplift of 700/ os required by the South florid° Building Code. 4) M instollotions shall be done in occordance with the monufocturers instructions, this Notice of Acceptance and the opplicoble sections of the South Florida Building Code. 5) Minimum nail penetrotion is 1 -7/8' for 10d and 2" for 16d nails. 6) Allowoble foods ore bosed on Notional Design Specifications for Wood Construction 1991 Edition & 1993 Erroto, for Southern Pine (SG =0.55) or better and test performed in occordonce with ASTM D -1761, 7) Allowoble foods for wind uplift hove oireody been increosed by o durotion Iood of 337 and no other increose is allowed. 8) Use specified fostener on eoch side os listed in schedule to achieve ollowoble uplift. See Detoil A. Equal Fasteners Equal Fasteners \ Each Side Each Skde Detail, A Length RAFTER TIES 1 1/2" Wide — 12 Gauge Product Allowable Loads Code Gouge Length Fasteners Uplift 133% SRP12129 12 9 Od 121 6 1030 1215 SRP121212 12 12 8 1375 1620 SRP121216 12 16 10 1720 1735 SRP121218 12 18 12 1735 1735 SRP121220 12 20 14 1735 1735 SRP121222 12 22 16 1735 1735 SRP121224 12 24 18 1735 1735 SRP121228 12 28 18 1735 1735 SRP121230 12 30 18 1735 1735 SRP121232 12 32 18 1735 1735 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE S��ry h lg_ BY _ PRODUCT COr ROL DIY!S:ON BUILDING CODE COMPLIANCE OFFICE 4CCEPTANCE NO./%—to l(v • to Product Code Gauge Length Fasteners Allowable Loads Uplift 133/. 10d 16d RTPGAl28 14 8 4 660 „ 785 RTPGAl210 14 10 5 825 980 RTPGAl212 14 12 6 990 1175 RTPGAl214 14 14 7 1155 1370 RTPGAl216 14 16 8 1325 1570 RTPGAl218 14 18 9 1490 1765 RTPGAl220 14 20 10 1655 1960 RTPGAl224 14 24 12 1985 1995 RTPGAl228 14 28 13 1995 1995 RTPGAl230 14 30 13 1995 1995 RTPGAl236 14 36 13 1995 1995 Product Code Gauge Length Fasteners Allowable Loads Uplift 133% — T0d 16d SRP12129 12 9 6 1030 1215 SRP121212 12 12 8 1375 1620 SRP121216 12 16 10 1720 1735 SRPI21218 12 18 12 1735 1735 SRP121220 12 20 14 1735 1735 SRP121222 12 22 16 1735 1735 SRP121224 12 24 18 1735 1735 SRP121228 12 28 18 1735 1735 SRP121230 12 30 18 1735 1735 SRP121232 12 32 18 1735 1735 r / l 9 16 I3 I3 1 CI 13 1+1 1 (I 1:1 1 t! s !A LS gib Length RAFTER TIES 1 1/2" Wide - 14 Gauge For twisted strap, add 'T' to product code number For flat strap, add 'F' to product code number GENERAL NOTES 1) The opproved products shall be mode of steel conforming to ASTM A653 structurol quality Crode 33 (min. yield 33ksi) and o minimum golvonized tooting or. G60 per ASTM 525. 2) Fosteners ore common we moils or bolts in single sheor os shown and noted on eoch opprovol, 3) In some coses two (2) Rofter Ties ore required for o minimum design uplift of 700/ os required by the South Florida Building Code. 4) All instollotions sholl be done in occordonce with the monufocturers instructions, this Notice of Acceptonce and the opplicoble sections of the South Florida Building Code. 5) Minimum nail penetrotion is 1 -7/8" for 10d and 2" for 16d nails. 6) Altowoble foods are bosed on Notional Design Specificotions for Wood Construction 1991 Edition do 1993 Erroto, for Southern Pine (SC =0.55) or better and test performed in occordonce with ASTM D -1761. 7) Allowoble Ioods for wind uplift hove ofreody been increosed by o durotion lood of 33% and no other increose is oflowed. 8) Use specified fostener on each side os listed in schedule to ochieve ollowoble uplift. See Detail A. Equal Fasteners Equal Fasteners Each Side ` Each Side Detail, A Length RAFTER TIES 1 1/2" Wide - 12 Gauge APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF - S1CANAIf4 19_ BY PRODUCT CO• ROL DIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEPTANCE NO./ 10 t(v. tzt-P r 5 9S - 04111.13 0 .1 8.1- Boscck o.. 11/03/94 NoI to Scott M 3of4 1 ■ 1 rn r3 PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals 'Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION ` (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Hurricane Anchors .& Joist Supports under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant, along with drawings prepared by Senzco and test reports prepared by Alec Associates, Inc. and Product Testing, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incur by the manufacturer. Acceptance No.:98- 1016.01 Expires:01 /11/02 Approvcd:12 /15/98 Raul Rodiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. n� s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster ©buildingcodeonline.com (ct Ilomepage: ht 1p : / /www.huildingcodeonlinc.conf Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO: 98- 1016.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 1 5 1998 : 01/11/02 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1003.04 which was issu d on 01/11/96. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFI3C), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Semco Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No.95- 1003.04, titled "Hurricane Anchors & Joist Supports ", prepared by Southeastern Metals Mfg. Co., Inc., dated 1 1/03/98 sheet 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for wood construction 1991 Edition. 4. INSTALLATION 4.1 The wood connector shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDIING PERMIT 6.1 Application for Building Pen shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO.: 98- 1016.01 APPROVED : DEC 1 5 1958 EXPIRES : 01/11/02 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering docunlents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfacto - y performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Jf any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE Product Code Gauge Fasteners Allowable Loads Rafter Plate Stud Lateral Uplift 133'X HCPLR /L 20 4 4 4x Al A2 6d 8d 180 60 400 510 Gauge Fasteners Allowable Loads Allowable Loads Rafter Plate Stud Lateral Uplift 133X Rafter Plate Stud Lateral Uplift 133'/, Al A2 6d Bd Al A2 6d Bd 18 5 8 5 95 115 500 530 roduct Code Gauge Fasteners Allowable Loads Rafter Plate Stud Lateral Uplift 133X CPR /L 20 4 4 4x Al A2 6d Bd 95 145 400 510 1 Product Code RT10 H REGULAR HURRICANE ANCHOR (HCPR /L) (STUD APPLICATION) *Stud Application 0 1 1/2 \ DOUBLE LONG TIE HURRICANE ANCHOR (RT10) *Stud Application LONG TIE HURRICANE ANCHOR (HCPLL /R) A2 A2 (STUD APPLICATION) GENERAL NOTES 1) The opproved products shop be mode of steel conforming to ASTM A653 structural quality Grade 33 (min, yield 33ksi) and o minimum golvonized coating or C60 per ASTM 525. 2) Fosterers ore common wire roils or bolts in single sheor cs shown and noted on coch opprovol, 3) All hurricone onchor ties except HCPTA (Truss fle) shall require two (2) anchors to be instolled d;cgonolly ocross (tom eoch other or bock to bock in order to ochieve o mimimum cflowobie uplift of 700 lbs. See detail A. 4) All instoltotions shod be done in occordonce with the monufocturers instructions, this Notice of Acceptance and the cppllcobte sections of the South Florida Building Code, 5) Allowoble foods ore bused on Notionol Design Specifications for Wood Construction 1991 Edition do 1993 Erroto. for Southern Pine (SC:..SS ) or better and test performed in occordonce with ASTIR D -1761, 6) Allowoble loads for wind uplift hove olreody been increosed by o durotion food of 33X and nu >ther increose is ollowed, 1 1/2' 2 1/2' (min) (min) APPROVED AS CC.MiFLYltiG Y!!TH THE SOUTH FLORIDA f?WLDItG CODE OAT c_bck Top Plate L Top Plate BY Ties ins tolled Ties instolled Diogonolly Bock -to -Back Detail A Pk(DGC( CONTROL DIV'S Crt BUILDING CODE COMPL.AA E OFFRCE ACCEPTANCE NO .C.1 - .1016 z 1 r I ► v M B.L Bostcl 11/03/98 Not 4 SCOC o +. "'• 05- 1003.4 t 1 of 2 J Product Code Gouge Fosterers Dimensions • Rafter Fasteners Allowable Loads Lateral 4/ H 18 BS Header Joist Downward Upift 133% 10d 16d 10d 16d UHPGA24 18 1 9/16 3 1/8 2 7/8 4 2 485 580 UHPGA26 13 1 9/16 4 7/8 2 7/8 10 3 1210 1250 UHPGA28 18 1 9/16 6 5/9 2 7/8 . 12 4 1250 1250 UHPGA210 18 1 9/16 8 1/4 2 7/8 14 5 1250 1250 UHPGA36 18 2 9/16 4 7/8 2 7/8 10 3 1210 1250 UHPGA310 18 2 9/16 B 1/4 2 7/8 14 5 1250 1250 UHPGA26D 18 3 1/8 5 5/16 2 7/8 10 3 1210 1450 UHPGA210D 18 3 1/8 7 5/16 2 7/8 14 5 1695 2030 805 965 UHPGA46 18 3 9/16 4 7/8 2 7/8 10 3 1250 1450 UHPGA410 18 3 9/16 8 1/4 2 7/8 14 5 1695 2030 805 965 Product Code Gauge Fosterers Allowable Loads • Rafter Plate Stud Lateral Uplift 133% RT12 18 4 4 4w Al A2 63 8d 130 105 400 510 Product Fasteners Allowable Loads Code Gouge Rafter Stud Uplift 133X HCPTA 18 8 8 6d 8d 800 990 2 1/2" REVERSIBLE HURRICANE ANCHOR (RT12) *Stud Application TRUSS TIE HURRICANE ANCHOR (HCPTA) (STUD APPLICATION) Minimum Header Thickness is 3'. GENERAL NOTES 1) The approved products shall be mode of steel conforming to ASTM A653 structural quollty Grode 33 (min. y'eld 33ksi) and o minimum golvonized tooting or G60 per ASTM 525. 2) Fosterers ore common wire nods or bolts in single shear os shown and noted on each opprovol, .3) All hurricone onchor ties except HCPTA (Truss Tie) sholl require two (2) onchors to be instolled diogonolty ocross from eoch other or bock to bock in order to achieve o mirnimum ollowobte uplift of 700 lbs. See 4:etoil A. 4) All instolfotions sholI be done in occordonce with the monufocturers instructions. Acceptonce and the opplcoble sections of the South Florida Building Code. 5) Allowable foods ore bosed on Notionol Design Specif cotions for wood Construction 1991 Edition & 1993 Errata, for Southern Pine (SC =0.55) or better and test cerformed in occordonce with A5TA4 D -1761. 6) Allowobte foods for wind uplift hove oircody been increosed by o durot on food of 33% and no other increose i3 allowed. Ties instolled Ties instolled Diogonolly Bock —to —Bock Detoii A REGULAR JOIST SUPPORT (UHPGA) this Notice of A PF�OVED AS COh:PLYt ?tG WITH THE SOUTH FLORIDA EU:LD�NG CODE . lS 19_ B PROD CT CONTROL OIV:S ON 3UILD;NG CODE COMPLANCE OFFICE 4CCEPU -NCE N0. i9 •�L U Z O U DO O N LL N : f) W —J > W ▪ 0 0 >-LL Z OC 00 W W � w — Z � D 0 O `— Q 1 9"-... B.l. Bcec r 1 12 lA 0 .co U a c a Q to c •-• O N U O ' 3 °° \ / 1 , BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Girder, Beam & Joist Hangers & Supports under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of •a Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade r ,4 County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this ' g s 1 product or material at anytime from a jobsite or manufacturer's plant for quality control testing. 1 4 If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is - PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. MIAMI -DADE The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1016.05 Expires:02 /01/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved :02 /18/1999 Internet mail address: pos !master ©huildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com ACCEPTANCE NO: 98- 1016.05 6 -, • APPROVED : FEB 1 8 1999 (j 1 I EXPIRES : 02/01/2002_ 1; NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ''-' ' - I 1. SCOPE 1.1 This revises & renews the Notice of Acceptance No. 95- 0818.12 that was issued on 02/01/96. It approves wood - 1 1 connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida - Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as 3 3 1 determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 1 ] 11 Southeastern Metals Mfg. Co., Inc. 2. PRODUCT DESCRIPTION 2.1 The Seine() Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No.95- 0818.12, titled "Girder, Beam & Joist; Hangers & Supports ", prepared by Southeastern Metals Mfg. Co., Inc., dated 11/12/98, with no revisions, sheet 1 & 2 of 2. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for wood construction 1991 Edition. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 of 3 ]' 1 1' I 1 r � F 1 r � 1 1 tl 1 Q l 1 _4 t I (t 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ru ur r1 Southeastern Metals Mfg. Co , Inc ACCEPTANCE NO.: 98- 1016.05 APPROVED :FEB i 8 1999 EXPIRES : 02/01/2002 NOTICE OF' ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied \vith all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 Product Code Gauge Dimensions Fasteners Allowable Loads V 11 Header Joist Downward 10d 16d 1 BHPLS26 18 1 5/8 7 3/4 3 4 365 435 BHPLS28 18 1 5/8 9 3/4 5 4 605 725 BHPLS210 18 1 5/8 11 3/4 7 4 845 1015 BHPLS2I2 18 1 5/8 13 5/8 6 4 725 870 10 4 1210 1450 BHP218 16618 1 5/8 18 17 4 1990 1990 BHP224 166,18 1 5/8 24 17 4 1990 1990 BHP412 16618 3 9/16 13 15/16 17 4 1990 1990 BHP418 161.18 3 9/16 18 17 4 1990 1990 BHP420 16618 3 9/16 20 17 4 1990 1990 BHP424 16618 3 9/16 24 17 4 1990 1990 Product Code Gauge Dimens ons Fasteners Allowable Loads H W Joist H Header Joist Downward Uplift 133% 10d 16d lOd 16d 3MP28 16 1 9/16 7 7 18 • 4410 4 2195 2630 - -- - -- 3MP210 16 1 9/16 9 24 6 2822 2825 825 900 BMP212 16 1 9/16 11 30 8 2822. 2825 1035 1035 BMP26D 16 3 1/8 5 1/4 14 6 1710 2045 975 1035 BMP28D 16 3 1/8 7 18 8 2195 2630 1035 1035 BMP2100 16 3 1/8 9 24 . 10 2822 2825 1035 1035 BMP2120 16 3 1/B 11 30 • 12 2822 2825 1035 1035 Size Joist Product Code Gauge Dimensions Fasteners Allowable Loads H Header Joist Downward Uplift 133% (2) 2x6 ' GHP26D 14 5 1/4 20 -16d 8-16d 2940 1568 (2) 2x8 GHP281) 14 7 30 -16d 12-16d • 4410 2352 (2) 2x10 GHP2100 14 9 38 -16d 16 -16d 5585 2950 CO t'.l k,1 tl1 (,l 3 1/8",/ 3 /4" Girder Hanger (GHP) Minimum Header Thickness 3'. w/ �� 3 1/4" (BMPIF) BEAM SUPPORT (Doubles only) (BMP) Minimum header thickness 3'. Minimum header thickness 3'. } ■./4" LABOR SAVOR JOIST SUPPORT (BHP GENERAL NOTES 1) The opproved products shalt be mode of steel conforming to ASTM A653 structurol quality Grade 33 (min, yield 33ksi) and o minimum galvanized coating or C60 per ASTM 525. 2) Fosteners ore common wire moils or bolts In single shear os shown and noted on each opprovol, 3) All instollotions shall be done in occordonce with the monufocturers instructions, this Notice of Acceptonce and the oppticobte sections of the South Florida Building Code. 4) Altowoble tools ore bosed on Notionol Design Specificotions for Wood Construction 1991 Edition & 1993 Erroto, for Southern Pine (SC =0.55) or better and test performed in occordonce with ASTM D -1761. 5) Altowobte roods for wind uplift hove already been increosed by o duration food of 35X and no other increose is otlowed. A ?r"RO'VED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ t 09/ PROD'„ CT 0iTROL DIV ?S 0`I BUi10,NC CODE COMPLIANCE 0 r Ci ACCE PTANCE N0. 9f /ti4''64 (o) U Z \ L.. Text ,/z f 9B Not to Scots �1 V 51, -0811.12 8 1 oft Product Code Gauge Dinens ons Fasteners Allowable Loads `I H H BS Header Joist Downward UpliFt 133% 1Od 16d 10d 16d UHPKG24 18 1 9/16 3 1/8 1 9/16 4 2 485 580 - -- - -- UHPKG26 18 1 9/16 4 7/8 1 9/16 8- 3 970 1160 - -- - -- UHPKG28 18 1 9/16 6 5/8 1 9/16 12 5 1450 1740 - -- 745 UHPKG210 18 1 9/16 8 1/4 1 9/16 16 6 1935 2215 815 895 UHPKG26D 18 3 1/8 5 5/16 2 12 4 1450 1740 --- 775 UHPKG210D 18 3 1/8 7 5/16 2 14 5 1695 2030 805 965 Product Code Gauge Dinensons Fasteners Allowable Loads U H Header Joist Downward Uplift 133% lOd 16d lOd 16d BMP236 16 1 9/16 5 1/4 14 6 1710 2045 825 900 BMP336 16 2 9/16 5 1/4 14 6 1710 2045 975 1035 8MP436 16 3 9/16 5 1/4 14 6 1710 2045 975 1035 pia nu el LS au to u (BMPIF) (BMP436 only) T 1 w �� 3 1/4' H.D.BEAM SUPPORT (BMP) Mininun header thickness 3'. Mininun header thickness 3'. KWIK GRIP JOIST SUPPORT (UHPKG) GENERAL NOTES 1) The opproved products shall be mode of steel conforming to ASTM A653 structural quality Crode 33 (min. yield 33ksi) and a minimum galvanized cooting or G60 per ASTM 525. 2) Fasteners ore common wire nails or bolts in single sheor as shown and noted on each opprovot. 3) All instoltotions shall be done in occordonce with the monufocturers instructions, this Notice of Acceptonce and the opplicoble sections of the South Florida Building Code. 4) Allowoble loads ore bosed on Notional Design Specifications for Wood Construction 1391 Edition & 1993 Erroto, for Southern Pine (SC =0.55) or better and test performed in occordonce with ASTM D -1761. 5) Altowoble loads for wind uplift hove alreody been increosed by o duration loud of 33% and no other increose is ottowed. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE -a g 19V BY PROF ;UCT CONTROL DINS 31-lit,0 COE C0MPL :An: 'CCErTANCE N0. _�- /06I�• 0 1 w < > a w�0 Z � w w D _ J tJ —Z 0 O D c0 0 V) —� r 8 ss- 08 3 8_l: 5ostk4 Tort / / /iz j4 Not to Score .~ 2of2 I PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville Acceptance No.:98- 1016.02 Expires:01 /11/02 FL 32226 Your application for Product Approval of: Masonry cat: Concrete, hangers, Anchors and Straps (305) 375 -2902 FAX (305) 372 -6339 under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant, along with dra wings prepared by Semco and test reports prepared by Atec Associates, Inc. and Product Testing, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. Approved: 12 /15/98 Internet mail address: postmasterObuildin {tcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2903 PRODUCT CONTROL DIVISION This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendrnents to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod'iguez Product Control Supervisor TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepuge: help : / /www.buildingcodeonline.cnn, I ' Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO: 98- 1016.02 i. I APPROVED : DEC 1 5 1998 1 EXPIRES : _01/11102 �' f� NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 'r` j 1. SCOPE I' r. � 1.1 This renews the Notice of Acceptance No. 95- 0818.11 which was issued on 01/11/96. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida �` j Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as 1 determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. i, 1 2. PRODUCT DESCRIPTION 1 2.1 The Semco Wood Connectors shall be fabricated and used in strict compliance with the following documents: E, ;; Drawing No.95- 0818.11, titled "Masonry & Concrete Hangers, Anchors & Straps ", prepared by Southeastern � Metals Mfg. Co., Inc., dated 11/03/98 sheet 1 through 3 of 3, bearing the Miami-Dade County Product Control � In Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. � to 3. LIMITATIONS 1 3.1 Allowable loads are for Southern Yellow Pine with a specific gravity of 0.55 and moisture content of 19% or less. f N 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for , wood construction 1991 Edition. ' " 4. INSTALLATION ` 4.1 The wood connector shall be installed in strict compliance with the approved drawings. 1 e , r 1 5. LABELING 1 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the e ; following statement: "Miami-Dade County Product Control Approved". , J €, I I I 1 1 I p 1 1 t ' -2- 1 l ` I C 1 e 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division Southeastern Metals Mfg. Co., Inc. ACCEPTANCE NO.: 98- 1016.02 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. . DEC 1 5 1998 APPROVED EXPIRES : 01/11/02 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, • then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Candid() Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- Product Code Gauge 8 Dimensions Fasteners Allowable Loads Product Code Gauge Nails 10d Dimensions Fasteners Allowable Loads Uplift 133% Strap Plate 755 W 14 H 6 CL Strap p Plate ails Bolts Nails Bolts 10d 16d 1/2' SGP2 14 1/4' 1 5/8 18 1/4 1 1/2 10 TAP18 (1) 1/2' 1395 1510 1055 SGP3 14 1/4' 20 3 18 1/4 1 1/2 12 2 (1) 5/8' 1675 1815 825 14 3 1955 2115 1240 16 4 223'2405 1655 18 5 2405 2405 2065 Product Code Gauge 8 Dimensions Fasteners Allowable Loads Uplift 133% H Nails 10d 16d TAPE 14 8 5 700 755 TAPID 14 10 6 840 905 TAP12 14 12 8 1055 1055 TAP14 14 14 10 1055 1055 TAP16 14 16 11 1055 1055 TAP18 14 18 12 1055 1055 TAP20 14 20 13 1055 1055 TAP22 14 22 14 1055 1055 i t > 1 1 Embedment— i t Line 1 f- 15/16" H 4" 1" TRUSS ANCHOR (TAP) GIRDER TRUSS STRAP (SGP3) Hininun Header thickness s 2'. Minimum embedment is 4'. Anchor Bolt 1/2'x10' with 1/4' washer. Minimum Header thickness 2'. GENERAL NOTES 1) The opproved products shot! be mode of steel conforming to ASTM A653 structuroi quality Grade 33 (min. yield .i3ksi) and o minimum galvanized coating or C60 per ASTM 525. 2) Fosterers ore common wire nails or bolts in single sheor os shown and noted on eoch opprovol, 3) Ail instollotions shall be done in occordonce with the manufacturers instructions, this Notice of Acceptonce and the cppticoble sections of the South Florid° Building Code. 4) Allowoble foods ore bcsed on Nationol Design Specificotions for Wood Construction 1991 Edition et 1993 Erroto, for Southern Pine (50 =0.55) or better and test performed in occordonce with ASTIR 0 -1761, 5) Allowoble Ioods for wind uplift hove alreody been increosed by o duroton food of 33r and no other increase is allowed. GIRDER TRUSS STRAP (SGP2) . APPEND AS C0N'PLYING WITH THE SOUTHH FLO?IDA BUILDING CODE DATE 191G BY RODjCT CONTROL WS Jit BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. A.% `‘ � • 0 [c) U z U O Li. CO N N t \ X95 0010.11 C) 0 U 0 0 e.c Bo.r<► u. 11/03/I Not to Scct M 1of3 Product Code Gauge Dimensions Fasteners Allowable Loads UpliFt 133% H Nails 10d 16d TAPR28 14 8 5 700 755 TAPR210 14 10 6 840 905 TAPR212 14 12 8 1055 1055 TAPR214 14 14 10 1055 1055 TAPR216 14 16 11 1055 1055 TAPR2IB 14 18 12 1055 1055 TAPR220 14 20 13 1055 1055 TAPR222 14 22 14 1055 1055 Product Code Gauge Dimension L FTP28 12 16 FTP32 12 20 FTP42 12 30 Alternate Fastening Schedule Fasteners Uplift 133% Nails Nails 1Qd 16d 8 1375 1605 10 1720 2005 12 2065 2415 14 2410 2815 16 2750 3215 18 3095 3315 20 3315 3315 Product Code Gnu e g Dimensions H • Fasteners Lateral Loads Sent Plate Al A2 TAPL12 14 12 (6) -10dx1 1/2 1105 1105 TAPL14 14 14 (6) -10dx1 1/2 1105 1105 TAPL16 14 16 r6) -10dx1 1/2 1105 1105 Alternate Fastening Schedule Fastener Schedule UpliFt 133% Fasteners per Strap Size 5 7 9 . 11 13 10d 700 975 1255 1535 1700 16d 755 1060 1360 1665 1700 rf '1 r 7.1 tY l It K Mininun Header thickness is 2'. Minimum embedment is 4'. FOUNDATION TI (FTP) RIVETED TRUSS ANCHOR (TAPR) Minimum stud thickness is 3'. nfmur emb is 4'. " (MIN) LATERAL TRUSS ANCHOR (TAPL16) GENERAL NOTES 1) The approved products shop be mode of steel conforming to ASTM A653 structurol quality Grode 33 (mir. yield 33ksi) and o minimum golvonized coating or C60 per ASTlA 525. 2) Fosterers ore common wire nails or bolts in singte shear os shown and noted on coch opprovof. 3) All instollotions shall be done in occordonce with the monufocturcrs instructions, this Notice of Acceptance and the oppIcoble sections of the South Florida Building Code. 4) Allowoble foods ore bosed on Notionol Design Specificotions for Wood Construction 1991 Edition do 1993 Erroto. for Southern Pine (SG =0.55) or better and test performed in occprdonce with ASTM 0 -1761. 5) Allowoble foods for wind uplift hove olrcody been increosed by a durotion food of 33% and no other increose is ollowed. APPROVED AS COMPLYING W!TH THE SOUTH FLORIDA BUILDING CODE DATEtn t5 1 BY PRODUCT CONTROL DIV:$ ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO lCC —1 O .o • QZ Product Code Gauge Dimensions Fasteners Allowable Loads Stirrup Angle 1.4 V2 H Masonry Joist Downward Uplift 10d/16d 1332 10d 16d 10cl 16d 14PHD210 3/16 1/4 1 5/8 4 9 1/4 (2) 1/2'x6' 14 2965 2965 2160 2160 MPHD212 3/16 1/4 1 5/8 4 11 1/4 (2) 1/2'x6' 14 2965 2965 2160 2160 MPHD210 -2 3/16 1/4 3 1/8 4 3/8 9 1/4 (2) 1/2'x6' 14 5930 5930 2160 2160 MPHD212 -2 3/16 1/4 3 1/8 4 3/8 11 1/4 (2) 1/2'x6' 14 5930 5930 2160 2160 MPHD210 -3 3/16 1/4 4 5/8 5 3/4 9 1/4 (2) 1/2'x6' 14 6115 6115 2160 2160 1PHD212 -3 3/16 1/4 4 5/8 5 3/4 11 1/4 (2) 1/2'x6' 14 6115 6115 2160 2160 MPHD48 3/16 1/4 3 5/8 4 5/8 7 1/4 (2) 1/2'x6' 14 6115 6115 2160 2160 14PHD410 3/16 1/4 3 5/8 4 5/8 9 1/4 (2) 1/2'x6' 14 6115 6115 2160 2160 MPHD412 3/16 1/4 3 5/8 4 5/8 11 1/4 (2) 1 /2'x6' 14 6115 6115 2160 2160 Product Code Gau Dimensions L finches) F01 ?41 12 41 FOIP51 12 51 F0I ?61 12 61 FOP71 12 71 Alternate Fastening Schedule Fasteners Allowable Loads Nails _ Bolts 1'2' Header Uplift 2 1/2' Header Uplift Naas Bolts Nails Bolts 10d 16d 1/2' 10d 16d 1/2' 8 2 1165 1250 825 1375 1620 1175 10 3 1455 1565 1240 1720 2025 1760 12 4 1745 1875 1610 2065 2430 2345 14 5 2040 2190 2065 2410 2465 - -- 16 6 2330 2465 2480 2465 2465 - -- 18 -- 2465 2465 -- 2465 2465 -- .y; rrt ff r t • ••■••• e 10 II 13 . ?n O�n 17 1 r' t I 1 .:1 r :1 u. I. n 1` A GA L H.D. Masonry Beam Hanger (MPHD) GENERAL NOTES 1) The opproved products sholl be mode of steel conforming to ASTUA A653 structurol quality Crode 33 (min. yield 33k0 and o minimum golvonized cooling or C60 per AST1A 525. 2) Fosteners ore common wire nails or bolts in single sheor os shown and noted on eoch opprovol. .3) Ali instoltotions sholl be done in occordonce with the monufocturers instructions, this Notice of Acceptance and the oppricoble sections of the South f lorido Buirding Code. 4) Altowobfe foods ore bosed on Notional Design Specificotions for Wood Construction 1991 Edition & 1993 Errolo, for Southern Pine (SC =0.55) or better and test performed in occordonce with AS1U D - 1761. 5) Alrowobte foods for wind uplift have already been increosed by o durotion Iood of 337: and no other increase is ollowed. FOUNDATION STRAP (FOP) Minimum 6' embedment into concrete (FOPB) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D:1T' - FS 1 BY PROuU CONTROL DIV:S.ON BUILDING CODE COMPLIAN E OFFICE ACCEPTANCE NO. - b l .00 SII I � 17 18 i9 0 22 23 al 50. 00' 1. •• V A 50. 00' 56. 00' 111110 1111 11111111111111 111 T kp ;�'sr :a991 LOCATION MAP 7 Scale: 1' = 100 6 5 4 15' ALLEY 3 Property Address: 71 NE 97 STREET MIAMI SHORES, FL. 33133 Flood Zone: "X " Community Panel No. 120652 -0093 Base Flood Elevation: N /A' Map Revised: March 2, 1994 FOR THE BENEFIT OF: MYRON C. NOVAK THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. 2 1 The above ' BOUNDARY SURVEY ' represent the herein described property and it wc3 completed under my supervision and or drection, to the best of my knowledge and belief and it also meets the Minimun Tecnical Standard set forth by the Florida Board of Surveyors and Mappers, persuant to Section 61g17-9.003. Florida Statutes and implerranting Rule, Florida Administrative Code SURVEYOR'S NOTES; ) The above captioned Property was surveyed and described based on the above legal Description furnished by Client. 2) This Certification is only for the land as described. Its is not a certification of Title, Zoreg, Easements, or freedom of Encumbrances. ABSTRACT NOT REVIEW. 3) The may be oddtional Restrictions not shown on this survey that may be found in the Public Records of this County. Examination of ABSTRACT OF TITLE will have to be made to determine recorded nstrxnents. A any affecting this property. 4) Ownership subject to OPINION OF TITLE. 5) Type of Survey, BOUNDARY SURVEY. 6) location and identification of Utilities qnd a adjacent to the property were not sec-tied as such information was not requested. 7) Unless otherwise noted. this Frm has not olemptc.d to locate Footings and/or Foundations (underground). 8) This PLAN OF SURVEY, has been prepared for the exclusive use of the ontities named hereon. The Certificate does not extend to any unnamed party. 9) A Bearings shown they are based on: ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1) 0.0' Indcates existing Elevations 2) Elevations are referred to the National Geodetic Datum. 3) BENCH MARK (Use' 8.M. No, 11 - 444 Elevation: (0.7°) Feet. REVISIONS location: A(OMi AV6 • et la.W. AtNth 5t• J.N.: Date: J.N.: Date: J.N. Date: SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 - Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221-1239 30' 30' LEGAL DESCRIPTION Lots 20 & 21, Block 7, AMENDED PLAT OF MIAi'II SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page '70, of the Public Records of Dade County, Florida. 1 1111 MARIO PRATS JR. & ASSOCIATES, INC. Certificate of Authorization No.: 4249 ABBREVIATIONS PCP r orfa Pc. Ca+.a P'1 • PC8 •Pcir! O xjr•y PC • Pant J C.nr1.,. Pr • P::fd af'a•QorcY NC • °cN Y SI ...as C.7,c'.,a CBS • Com v'a Black St•-cI..t "arc. • Corcm'a 3..t •ide•..:k GL • CerTe Ss VA. •'.bveN Se - - .x`ooctr eN Cct. �Coh Ja•ed C.A.D. File: T: UiOrL - Kk Original Date: 07/ Field Date: 07/x /cri 1 Original J.N.: 12234 THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT M \ iOC skat som Found 5/8'•• Iron Pipe - No Cap • \ • . L 0 Found 5/8' q9 °� Iron Pipe e No Cap , 0 • '.. d 5' 5. 4' 0. 20' T CO PLAN OF SURVEY 3.2' (Lot 4, Block 7) -•- i5' Ailey _ -. 10.5' Asphalt .... Edge of Asphalt •• i00.00 Rec. IS I4eas. ) 15.80' 24. 00' C. B. S. 24. 00' c1 29. 70' / 12.0' X rrrrrrr ? 29. 70' C. B. Mal I Scale: 1' 2. LO N 21. 15' V I (Lot 20,'Block 7) wl I ' , 6. 55' `9.00' `o sit ---- c.. 2 t. 55' '.'.'.'.' .'.' ..... 12.6 21 N J C i- Si OAY -C. B. S. Res" Res. No. F.F. El. 13.26' Ft. No. 71 CO i3. 25' 50. 00' 4.0' NO. 00' (Rec. & Meas.) . • t. 21. 4' Parkway (Lot 3, Block 7) (Lot 21, - BI ock 7) .1 [.; 0 m c' 3.0' co 8.0' 29. 25' Found 5/8' m ,Iron Pipe ', No Cap s. r t ................... .............. 21' Pavement I L`7 20 4, N. -._ ...... 97th -' S . 4 Found 5/6' �:, Iron Pipe o No Cap 5' Swk. • 1 0'1 ' 11111 256. 07' ( Meas. 256. 12'(CaIc. MIARIO PRA'I'S JR. SURVEYORS - MAP 300 3,'6/. 10/ i h Avenue - Suite No Voice (305) 551 -6000 • I llll1 1IIIIIlIllllu & ASSOCIATES, INC. PERS - PLANNERS 214 - Miami, Florida 331 74 - Fax (305) 221 -1239 Sheet No 2 of 2 Original Date. 07/27/2001 Original J.N.: 122.- 4 Tom Marinos, P.E. 1839 SW 155Th Avenue Miramar, Florida 33027 Tei: (954.) 392•7540 Fax: (954) 392•7540 E-Mail: CIVILENGTM@mindspring.com PROJECT: j301)7Y Vlik A6i/t) Order Engineer—X.01_ Check Date: -0-2; Tom Marinos, P.E. 1839 SW 155TM Avenue Miramar, Florida 33027 Tel: (954) 392.7540 Fax: (954) 392 -7540 E -Mail: CIVILENGTM @mindspring.com PROJECT: EU :U moone � �- (3a`- � TO L ort,► Men.86k Order No: `v r1 b1 ` 4 - 2 Chtdc Date:_02: Toni Marinos, P.E. 1839 SW 155T'I Avenue Miramar, Florida 33027 Tel: (954) 392-7540 • Fax: (954) 392•7540 E-Mail: CIVILENGTM@mindspring.com PROJECT: 00Doy mokme pir)rrion4 Order No: *166-43 Engineer: Check: Date • ti l r lV 5 �S tf r1 ercso Erbt 1 bTCarr Des G/v AE4rA, LocArot cF Exot. PAWL 'A' PROP. ADDITION ;aa ea FT ( EXPAND FA IILYACITCt EN Z(1 MA,SGt;RY tJALL 4 FRGF£.RtY LINE ASPIAALT ALLEY 100.00 - PR P. LccATIO4 ct EtEc1Wt4. 5fAla hVER n9 AtP 09C4NEC.1 DO01. C.41 T4 .,. .) • 245' 1.O 3E- 1 Ve Mt. :;"' f■ tCAI 'Ei efaT) 1 STORY C86 , RE$ip i EX19T. 5' CONC. 310Ei K - 2 LI.PE;E PAW JAY NE 11t14 6T EET EXIST. iliCE CF ASPWALT PAYEE°'ENT 1 frX161. 4 ' 1 > ' A e t OEam - Ltg At'b T e(Of'g TO 1ff, SEI.00ATW t4 AIX Firr.ff at:PR q1 t Atv5ct4 1 a Y $ T, C L ?$ YF�rW.iln+►. 'CM Et r.i@ i t EkbT, LQCATKI'4 t 1 as OF aFTic tA1K aY 1 L► -13ED 0Ei'T1C TA1K 1 hM . TAX 9I FEL 1 •94 1 ??RIFY fAbt DFL4rFiFLD biZ1 t LO ATk$ 1.1.1 y RECLifiED 428 32 FT WI 43 62 FT OF RUMS J went -Xi9T. C,LF. - n 3'(..+ PLANTER AREA 90 410. a. 89'4140' 1 DE 1 1 1 9 3 0)h 4 SCALES +'•3434' 14 14 • 5 IWO MEM lIuI11 I. inn g mime OMNI LOCATION KETcW O� 1. 9911 CFi T3 1V mow iIIHI ��I�Ifll re, NMI jig ` 96t „h ` , NORTH IN 11 kat Zit nos ear CIA r (,E6AI, LOTS 2O ,2t ) td��K 1 , N4044(1,60 p'_ " ur' r'i1LFArAt e311ok S C ' � �cto v)IN�. - so -We '�t.nir - Tttr t t?c�v ) h `� �Bc�t�a�t� t� i���r (.)'K 10 kr -w\cc e. iQ, 0>F tr \IACtt t �t3 >G Loor,,co`et �.Ot tai Tom M Civil /Structural Engineer, Rea. No 61602 800 NIA 199th Street Suite D108 Miami, Florida : 33179 _7(30,6)- 661-2678 Fax (306) 661-2678 LONiNG: SNCILE FAM!LY F;EI��>1T ( TO RiCGE CF ROCF): NET LAND AREA: iILD LOT COVERAGE (ENCLOSED UNDER RCC'F): EXISTiNei RESIDENCE/GARAGE : 1;131 SOFT. FRCPCSED ADDITION (2oa SQFri s #1h % OF EXISTING RESIDENCE GREEN AREA : 10,051 7QFT.: 19.5 % crag FRONT I.l£3T SIDE BONING LEGEND 1 r ►D EICE GOP) :000' 24.41' 550' EAST 3!1:E 1a REAR 43.5' 5;50' t ( EXIST.) t2,050 SOFT t_ 1335 SOFT. s 15.8 °0 SITE TO eE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.GVD. CR AN ELEVATION NO LESS TP.AN T1,-;E 1-IIGI -EST AFFRO'ED CROWN ELE' /ATIC>N OF T14E ROAD ABUTTING TI-4E PROPERTY. AREA ADJACENT TO LAKE CR CANAL TO EE C(,2ADED W AS TO FREVENT DIRECT OVERLAND DISCNAR6E OF STCRMATER INTO LAKE CR CANAL LOT IIJILL EE GRACED SO AS TO FREVANT DIRECT OVERLAND DISCNAR6E <A' STCR1 'ATER (..;NTO ADJACENT FRCF'RT . AEF'LICAIVT IDLL PROVIDE CERTIFICAT'GN rRICR TO F;NJ %L INSFEC11CN. D!3TRICT EASE FLOOD CRI tERIA 1V /& DISTRICTS REOUI FED LOWEST F;NISI -ED FLOOR ELE' /At/C 4 (INCLUO NG eASE,t'ENT) ELEVATION CROWN OF ROAD.. !. h GARAGE RESIDENCE CAORt i/ EXIST /F'RCFOSED -1 13. 1 .,6rt► ,fit+ t LOIEST FLOOR A9 -BUILT ELEVATION 9J'� RY 18 REo.IIRED e£FCRE I1ACNG A►{( i t r 1riN Ae/OYE LOWEST FLOOR SI4AI.L F.3E :NCI -E3 -^-P.X�'/E F NI5 ED GRACE, ANY RE LIJTICN. . F � NO N ADDITION TO THE F<EQUIF�EMENT3 Q1' THIS PERMIT, TI-:EFi I'�1AY G-' A RE3TRICTION5 AFFLICAeLE co T;•113 E=ROFERTY THAT ; i, r p r(44-4, Iii i#�IM f' LV CF�D3 CF THIS COUNTY, 3ECTCN 553.9 (I0), - LCR'QA 'T4Tf,IT 3," I~ I~k` E;. 1 /I ''/ 'l A 6EP. TATE FERMIT WILL aE F E .IIRED FOR ALL DRIVEWAY Ar"'FIROArf�4E4 CNT(. Fr: lr.ir; FZ;Cz 4T OF WAY. CONTACT r-t 3Lic 1l:C�3 DEPT. Cs1' CXiit5, S.t44LL +`iOr F:Xc'l~z;(7 2' )..t'"E r 'N E4, -0" 111Tr4E ►T1{It�1 I.4 ' 1t -# FE F CF FENCES, WALL AND 1- .Er T1-4E EDrsE'CF ANY D IR('/EIJJ Vi PEA1 1'C ` A F :1i;F THE #-4EICHT CF FENCES 13 E,E ;NC HEA:SURE . FF''.:41 C:4AF>1 'ELE` /ArV; to E,ailA (, i CF OF ROAD. kEF F .i''0 C.t1 ESA rvm TAEUL ATfQN AREA: GARA (EXIST.) AC FLCCR (EXIST.) AG FLOOR ADDITION PORN ADDITION TOTAL RESiCI`.1`ILG 336 SOFT. 1,451 SOM. 20a APT. SOFT. 1,335 avT Sal l 48 �►QUR 61 Of?>; YOIJ .01© i n 4R►O�t i r s fl LM! 1.000; ; SUS �lNE .STATt O E' CAI! 4E= FtORIOA. VOA EXrEOR BLOCK U.4LL TO eE Q COliTVCTQR 1O EXPC6E0 EX191, Vas AREA FOR ENG+TEER TO VERIFY E) J8tWG BEARING C04041046 PRIOR TO ANY PEMOLITICN OF 11413 iJALL . fir. vocg to 8 -- 1, r3� oFZGUM 3 -RGNT PORCN DEMOLITION Wo PLAN EX)9t WisIDO31 TO De RE3'10YEO AREA TO B# BLOCKED W! 8' 11A3Gt r tNt6 RENFORCE BLOCK3 ID/ 1 3 At 4$' O:G t 9GA LADDER 'WE 1 KNOB E T{t %/ERY efaND BLOCK Caftf. TO HABGtr'RY NOTES I. CONTRACTOR TO EXPOSE ROOF FRAMING FOR ENGINEER TO VERIFY EXISTING CONDITIONS PRIOR TO ANY DEMOLITIO t" 2. ALL BLOCK WALL AREAS_ TO BE REMOVED SHALL BE SAWCUt '�ERT1CALLY. 3. EXISTING GROUND FLOOR AREAS TO BE EXPOSED: ALONG AJOINING ADDITION FOR ENGINEER TO VERIFY pRIOR TO ANY DEMOLITION. 4, NO HEAVY EQUIPMENT SHALL RE RE9tED ON EX19TING FLOOR JOIST AREA$. 5, ALL DEMOLITION WALL BE 'E ED` F•T A LICENSED CONTRACTOR.` 6CALE1 . 4 11' Or { 1 . vERT (c AL IN eLOCK CELL FILLEO Wfl CONC. (SEE 0ouNc•ATION PLAN) - (FOR DOOR5) • • 2 x 4 P.T. WOO MICK LUITI V4 x 3' TAPCON $CREUJ go 0,C, FROM THE ENDS AND ELSEWHERE (FOR 11.11N001.4) 1 4 P.T. WOOD WO< Wm 1/4' x 2 lir TAPCoN E1.1) a 4" OC. FROM 11• ENDS O.C. MAXIMUM EL6EWHERE - WALL CAaiNEt .1 NTER PARTirat 3. rETAL 5TUO$ AT 16' 0.C. 2 A 4 e4cKasi6 eorrai OF li!ALL CA.EINET' AND AT 'JAL!. Rities pLuie4sIG ctXTURE A 2 x 4 I-ICRIZONtAL LkX1 MEIVER $ECUR FMTENEO TO NOT LE$6 11-141 2 5 61108, E R49TALLEP FOR THE ATTACI-riENT OF EAC,4-I WALL quI4S PLUtIONG FIXTURE ANO (VALI CADNET LJJJrllmLaIJ [11=11111] iNTER1OR P'ARTIVCAs1 3- A 20 Cv. T'IETAL 6TUR6 AT 16' OC. 3-% 20 CIA6E reTAL TOP PLATE 2 x 4 PI. 0000 PLATE WITH CUT NAILS AT 14' OC. --CONcnTE SLAB (6€E 3TRUCT.PtliG6) TYPICAL. Nat LOAD,BEARING INTERIOFZ PARTITION DETAIL. C-ALE, hi * 1. 2.: SWINGING, EXTERIOR DOORS IF 11.0AD ALL BE SOLID CR E OF NOT LESS 11-1444 1 3/8` THICK. - 14. FRONT MAN ENTROICE tOC 4LL BE PROVIDED MTV( A, f:›OR ?cope ON-VISION PANELS. ,. . COORS AND 6JINDO.LIS BY.YAE C'ASON PRODUCTS: (CR EQUAL) 6Lio W11•000.1 NO $11V4: HORIZONTAL fROLLitsiG Na 5 . • CLOSETS AND'eAtHROC*S • SfaC, SECTION 313.2 (bb 4 cx) (bb) EVERY CLOSET DOOR LATCH $14ALL BE S&')C i4 TiAT cHILDREN CM OPEN TkE DOOR FROM ;WIPE OF TI-4E CLOT (CC) EVERY BATI 1,Q0k LOCK e4441.1. BE DESIGNED TO PEI fl OPENING OF Tke LOCKED FROM .THE OUTSIDE IN AN EtAERGECY • - 1 GLA ANC EXTERIOR DOORS MALL COMFLY I.1)11-1 ThE AMERICAN NATIONAL STANDARDS •N$TITUTES, SIMPARO 2•1.1 . • , V1VON PANELS IN EXTERIOR DOORS OTHER THAN GLAZING 1 1.11TI-IN 40' CF 114E IN'avE • LOCKING ACTIvAING DEvicE oF LOOSE AND SWINGING OCRO SMALL (XMPLI U)M-1 THE ANSI-STr,. 2911 - • , SLCING GLASS DOORS AND , .L00.6 StAL BE NSTALLED ANC CONSTRUCTED $0 MAT NO PANEL CAN BE LIFTED!. FROM THE TRACKS 1.44E4 THE LOCKED POStTION AND So,AS AS TO COmPLY WITH THE ARCHITECTURAL ALUMINUM VR1 A$$0$. SIDS. FCR FCRCED ^ ENTRY RE31#4C, AAMI, l3 3 - VENTS IN OVERHEAD GARAGE-TYPE POGRS ePALL NOT BE INSTALLED CLOSER THAN 40' TO THE •■1$1•E LOCX`ACTIVAING CEVICE, . • . $1%1.2 euiNG EXTERIOR AND SWING DOORS CONNECTING WING AREAS WITH GARAGE AREAS • WALL. et MINIMUM I 3/8 THICK SCUD CORE, ANO'SHALL BE SECURED tuin-I LATCH AND A' SIN6LE DEAD E!CU I.VITH MiNIMM TI4ROtU CR'A calf3NATIoN OF ,.DEAD BOLT ET J.)1114 LTCI-1 TI-IRCW OR A MiNIMal CF 1./2 ANO BOLTS HAyiWs A MiNtikT c% THROW. • JAMBS CIF ALL EXTERIOR OFF, T TiFE IN SkIJING DOORS BE RABBETED, CR OF SIMILAR FABRICATION TO PREMIT DEFEATIN6 THE ROSE OF THE STRIKE AND THE INTEGRITY GE LOCKS AND. LATCHES: . . NOTES: I- U NON-SLIP TILE 2 - USE INFERVIOL*MATERAL 3 BROOM FiN161-1 CONCRETE FLOOR 800 NE 199th Street Suite D108 Florida 33179 (305) 651-2578 Faxs (305).661-2678 • NG DX R NO. %51: ' • „ 1;: CPEN TO CUT61E • .• . . • ^ 2. 06- rc(.43 FiRe: R4rEp al/ tiETA...'rct... 4pt ..• . . TP10.,64.FETie; G1,*$ cATEOCR* CA'6$ , . LOWEREC• _ • • . . . OirERITiEACiPeQR APIPROYAL • • , . • •'-,1 • „ - , 3 - (CLOSET5 AN EiATI-RCOM) • ; NFP,A *14' C) . _, CtO6E1,042,C8 LATC14 MALL' 046,qC4TOAT::' C•ILDRpsi. CiN OPE TE pOOR F31 ;N3' .1 CLOT E3ATI-00c0 0:0CR iCe-K$41 eE - TO PERtlIt- THE: ()FENNO' GF.114E. t„Qcx50. pp,;1Fgoti THE. CUTSIDE PROP. APOITION f • Fr* 45 Peff NPs -46 PSF FP: DENOTES POSITIVE WINO PRE$WRE NP DENOTES NEGATIVE WIND PRES6URE , . I. ALL LOCKS GN. ECTERIOR DOORS, SHALL BE CAPAS OE RE. SISING. A FORCE OE 300 La AFFLIED IN ANY MOYABLE,OiRECTION N ACCORDANCE MTN RESISTANCE STANDARDS $ET FORT14 36 OE THE SF f3.C.. 4 . 2:- ALL aiNG14 EXTERIOR ' 6PALL AVE 14 A LOCK TO BE KEY OPERATED FRO;4 EXTERIOR WITH 4 MINIMUM GE 6000 POSSIBLE KErCHANGE5 CR LOCKING 'KEY COMBINATIONS. 111,*KEY 4-T1-I-MOB-LOCK IS USED' ?PERE e4 AN AUXILIARY $iNGLE SINGLE pEAp bolt up 14Aq)ENEO E3OLT IN$,ERTS. 3. THE ACTIVE LEAF Of PAIRS GF extERioR $lliNG opcs$ „5144LL HAvt SOME LOCKS A3 REOuLPEr) r SINGLE ExTERIGR "SuJIN6 DOORS. THE iNACTIVE LEAP OF THESE PAIRS OF DOORS SHALL t4AvE IIJLTPLE-POINT LOCKS u.3114 5/ BOLT STN IN$E81$. • 4. •LIONG GLA,” 60•S13 'SHALL eE PROVIDED WITI4 SLIQING POOR DEAD BOLTS CR A e.,ar CR PIN O EMOyABLE CR OFER.ABLE FROM F..XTERICR AT THE JA113,14EAD, 641, CR AT MEETING MLUONS TEE uocK5 SHALL RENrcficEfic ft4 NE STRIKE AND LoCK AREA TO MM eoLT STRENGTH AND EFFECTIVENgeO, NECE,SARY, '6UC1-i cocRe.' %mu. NAVE NO SCREWS REMOYABLE FRoti CUTCE 4141C14 11/0(.1LD FACILITATE READY ENTRY FRC1 acirME. 3. 0/EF4-HEAD qcVAa 4ALL e. pRoyicEr) kint4 Tk mut.TPLE 1=0.1■11' LoCi<5. CR BE 1.0cKE0 AT OGRE THAN ONE PONT WITH PARCENEO f30115 CR ELT $ WITH ENGA AT LEAST TuJO OPPOSITE po,NTS. A M•NittiM OF 5/V. OTHER LOCK.iNG DEICES SHA.L NOT e• REMIREP'1%'E SUCI4COoR3 ARE CcNTROLLED LOci<Eo BY ELECIR!C POWER • 6. 1-411■4GES ON EXTERIOF? OUT t1JINGING COORS $HALL WAVE NCR Fc,VOYABLE RN'S. DESCRIPTION Ccaig-Aci3) .) 2 ' jug ujii)-6ii(t' -6(1 ;9 „T6 c.66czi, -00144-6filoi:0: E,O FROQ:eEt) FOIAap`At SC A & t "1F'Tl 50I1:,, CAre : t'Y G1 �@ O P.F. (t bI 1' p 9, 1 t QC.iCt otigints E CAy4tk t c o 6 p ,Wtxat N OF Atrc 9 Cck TRACtvR, HALL T Y fi 8 E � FR!CR TO !ENCI4. FO '4P4TIC H C, ITI*k *t to VEt Y SE .Y+ 6014 4D B'ARit . '4Q1tY tt E4 ASNA�rG 1 pf, A G QTgU- �t1GALL EW UR 1 r y �► ICAfi1 o* t Ei t YINC 011::; A SWH. CEisri tedticti 4L 13E i83UgO TO C 1P'LY Wi T E8 C F * Qt 1,90 P l iB D A f��`dG!rl! :� r .. - i- Y�'^/. vF�o K!^:MdL•�S.i .. r oIf'1D0 v4! F+eEi:G1:4 PAPER tfpr, c!°AeMNEe, A3 FED ( NA 11 a� FA9TE.Ni R 5 - r>04.B, OVES'a', f 4 CK 7 t GRACrEO $ f - t.TWQCP F4. T 0 P,TO R.4FTE F�b ltad°' AA AT 6'OC: At iNT : gc?1AT 01J 4 ria 4` O.G` AT EA 6 ANt3 p,ANgt. EDGES y x PRO V C( e. F e' .�..A !PR . tr L OV R 3 6# ASPPA PAPER Ms 9TENE A;3 PE 1` PAbTEN t? 4 4E,' osief4 .ti k E? <t. 6RAORi . a t: Pt_ ' T P.etai NEB¢ TQ 2., 4 is DGKi1 0,d, 9? ? UJ/ 1 d tLA B q1' „Ca' O.G 41 TE;t? 1EotA?E .iPPQ 44:4E:,> 4' OA 41 EAYE9 .aNti P1+ L E'43. REFER 14 TEC if AL PLAN$ FC R FiMBN_Qk litba=91t7E ? ,cd t G D ctt E)EC,icit 0:. TO �E FA3T lU /t'•1IK 1 0d hNA'E. F R.3+JF -'PC TEE' $'CE e Luo RAFTERS N ANJICA(; F ASTNkk' e g P_ DUL (ko Y 4' • MMaChr roi fdatA:ru�r'a::a.6d'tT r (3 3 s 1 b a ` r . c . ". n. - �; 1 � ���'d i �;a mtnlm�.u� o�. .,+1 ,� 4 aY��ap �r� .1$ 4�, tai twt� et(tg'a,e r Qw�. Ire tf rt ff d xr11 pc tr,.s lirit t'( aria :s ,$1 i falte.rral 9 1,rr tap and 12 n,the fief . , ¢ r ' a 0. 0*. 7t?P f)o(?i' N' BO BF-410 20 FRT. FRT. 2x10 FT (IV JOISTS AT L F'b?0 'cry Marino ., Civil% engineer,, Reg. • No. 516 2 QE? N 189th Stree(.Suite- D108 Miami, Florida 33178 ': (3051' 861-2518: F . (345): 661 -278 ' I PROf). 4' COO. SL 8 P6 zf CN GRAPE GINS UV 6x6 0.4xtIA u u.111 OVER 6 MIL YAPO.A BARRIER I I i OVER SO►L CU'1PACTED TO A hilt i I OF 98% hot Peo FROCtOR 5011 T4TEMENT ExJ t. 24' WVDE x 10' DEEP ltrt. FOOT114 PROPOSED FOUNDATION I-AS BEEN BASED ON A PRESSU 1PTivE SOIL BEARING CAPACITY OP 2000 P.9F (l ISPS 3EO SAID t ROCK). • DURING ESCAYATION OF PROPOSED LOCATIONS O I ATtONS'CONTRACTOR WALL NOTIFY THIS ENGINEER PRIOR TO CcfliENCING ANY FOUNDATION CONSTRUCTION TO vERIFY I.INDER LYING soil. AND BEARING CAPACITY 1 ,1)911 THE COQRDKAWION car A GEOTEG `IICAL MINEER UPON VERIFICATION OF UNDERLYING SOIL, A SQL, CERTIFICATION SW.t-L ee ISSUED TO COMPLY UJiTN 11- DESIGN Ri:QU' IS OF THE PROPOSED FOUNDATION BY A I GISTERED PRO4 SSI NAL GEO : 'CAL ENGINEER ROOP l 'ROY1Cl= '32* F!E3 RGLASS PAPER 1-10T1'14PPEt1 O`ER 32" ASPHALT PAPER FASTENED A9 PER FASTENER SC14Ectke, OvER 9 a' TNiCK E)t1. 6PACEO $ -1 PLYlliQOD FASTENED TO 2x4 T4Cs C.ECKi ttlf I2d M4 t. AI' 6' O.C. AT iNTER1- ED(ATE St1F=PC'RTS AND 4' O.C. Af,EA'E3 AND PANELS ETDCS FIFER T4 ARCHITE:GTI,iRAL PLANS FCR FiNfe 4 ON UNDERSIDE OF 2x4.T t CI DECKING: DEC -KING 2•104 NAta PER St4FPORTED B)CE TO t110OFa RAF14 PROuiTrE P6ERGLA03 PAPER i- {OTMOFPE12 OVER 32' ASPHALT TAPER PAATENED AS PER 1'"ECN4N!CAL. FA6TEN1 R Pect/ e, OVER %' THIS E XT. GFZAGED $•1 Ft'T UOOf.P FASTENED TO WU04D RAFTERS UJ/ 12d NAILS AT 6' O.0 AT INTEWEDrATE 'SW PCRT3 AND 4' aG. AT EAYE3 AND PANELS EOGES �` F r g L. (ROOF) M �NANiCA�. F,45T N R SCNEUU Mpchan1ca1 fa3t'sr.,r3 and t�n 1o0 $paced in a minim pattern of 12" o.c. ort a 4' overlap and 18 ",o.c. To two Sta acl "rCURS kn the flefd area of tip roof Perineter dreg. shall bps faets - ncd 9' in thdr tap and 12 In the CeIci Ea, TO E'E FAST. 1 W1/ MIN. GENERAL NOTES: t AU. FPCPOSED MASONRY. ST E1 WALLS ee1.ORU GROW FLOOR AREA-361.011 BE FEWRCED U''3 YERT1CAl. BARS AT W O.C. 2. ALL PROPOSED MASONRY WALL 4,8Ov1£ GRAND FLOOR SMALL BE RENCOROED UY "3 1'ERTCAL BApi At 48' 0G tALE89 O11 RASE KOTEO DEVOTES 84 CONC. STARTER COUM4 REilfORCED Oil/ 2 -9 VERTICAL mg AT 3' REFER TO STARTER COL1114 WAIL FOR CaKOTTGN TO EMT. WALL AREA I ()EMOTE, 3x12 CONC. STARTER COI-U•N RERtf A ED t ( 4 - vERTICA1. $m3, r3 tE9 AT 8' O> FUER TO STARTER COLUMN DETAIL FOR OattOl TGN TO EXIST. U AC.L AREA size, ELEV. TOP a, "1*-3" 2.9 4' 4 ^� 2 -'5 T2' Qc 24' OA 24' OTC,. U• Ca "43 — MATCH EXIST. FASCIA AREA SEE DETAIL EXIST, 4xbi ECK - -- MOP: 601C0 J046T 14A1'6ER erne FAST. TO I AOER u 2440d NAILS I .. TO )0191 rtv 6.10d NAILS ITYP) 7x10 PT 11D F1.R J016t 6 AT 'b' O G 1x10 PT V.01 LAI?EI4 FAST, TO $ GF BLOCK: utALL uv 44'e J411,71 . NY20 ANCI4OR BOLT At 12' Oc UY iy DIA Id ()HER l TYP! • EXIT, CONC. E3LOCK UIJAL L. #4 BENT E3AR ' Ar �-- 24' O.C. DRILLED INTO E)<I$T. CONC. TIE CQ. L UMN5/U)AL L 4 EPDXY GROUTED 8CA1.E: V=P -0' BASE GF MA6 H r 1tta .19 FULLY 6 w EP nil MK BOLT It A .4dP R SOUS I SE Utq.1a° FJ 4' WO MILLI' G,RQI111_D GELL6. 114Y20 HI .TI ESP. ANGTIOR FOR W6I4OUTED MASONRY WALL SAW E1lEt 3 arino 1 ALL I4ORIZONTAL WINKRCEMENT WALT FMB. A MIN. OF 4` INTO ApJAfENt rig CQW w!> , IF APPLICABLE< 7. L4iN6 4 E6 CRC TENT awl BE A MIN. OF 16I (OE BLOCK LE'k TN) '1 No: 51662 : Tb 6E'VERiFiE0 114 EitLD BY GEOT ,ENpiNE t. . DOWELLING 'ADHESIV(� GOT SNAL1 BC A TVU-CCWGNENT VINYLLSiE4 BCEND RESIM, CQNTAIf O g TWO PLASTIC CARTRIAGES SEPIRATING TI RESIN FR[I)4. THE }IARDENER. ' EN$ENCI4Off EX, kEBAR DJVEl AS SKIVN _t ;THESE PLANS:' Tt2 ACHEIVI A SIR: QI,TI}4ATC $ON 1 SItENGTN OF ?2,000 4 X s . 41160 GONG. FQOQTPk - - -- PROF? -1C0 TAP'b STRAP 1— MTO CONG BEAM t FAILED TO RAFTER Di/ I.10d tiAL6 FROVIDE AbiMALt PAPER ALONG RAFTER WARM AREA TO BEAM (TIP. FOR 2x6 a 4x.6 RAFTERS -ON ()TRAP FOR EA(2H) - ----- MN. 4' CAP I.Y 2 -'4 SECT ION - CEILING JOI6T NAILED TO RAFTERS WWY 6 -''0d NAA.6 MR) 2rb kID I -FADER FASt t0 WALL W/ 4 1,' DV4 144.11 141 A14C4 9 At IV as GEIL(PG JOISTS NAILED TO PEADER I1V I11K, 4 -10d NAILS to2 PT 0, Ritigt4 IMPS AT 16' QC, COVEFED t1 K ORYLIAL.1. t TIP. FOR AEG {'t Y L"lTER10R WALLNPROYCE R6 it'1OULAT1G!4 PAOYCE MItt 4' CONC. CAP U1 2 -'4 CONT. 2x6 WO 0E104 JO4T6 AT G' O.C. PROVIDE 2xb t O BRAGPiG AT 24' Q.C` 6tA(. GERED NAILED TO 6IDE9 OF DFILING J016T9 FROVIDE ( 1) LAYEP CP 5/6' F>(1'. GRADE, PLYU)000 64 114 T Y P E 8 -1 GLUED a NAILED TO FLOOR JOISTS WI 10d NAL9 At 6' Q.G. PROM I5' A6PHALT PAPER SETT EEN LAYERS OF 6NEAtHRo - R -11 NEL4t1GN AI.cto mar? tID MOOR 1 .1 PILLED ARFA (GRAIN. bPAGE) -- EJ.o J016T TO SE FART. TO 11A50 stRY LV 40 NILTU wap ANCJ -40R AT 24' O:C. - uv ly}' DIA I11 rta$ctrr uj.l RtD - al/ 9 YERIIGAI. BAR At 48' O,C. e IIORILREIPORCOVIT At16'OC.. PROVIDE MR ex!2 CONC LINTEL kW 2.9 TOP180tt, 0 TIES At 2' 40'0 GRAD seAce cf43041 1-TTC16'HKso 6Ga tee, VENT OPENING FMK woe -- FROP.106 FQO9P4 - PROVIDE 501GO -- TAPL'b 81RQP ell INTO CONC. SEAM a NAIL) to RAFTER U,v 9 -10d NAILS a (6) testy' T 6F-At (TYP. FER RAFTER) A20 -p niFi igt PROP. KITCI-4EN PROP. FAMILY ROOM POPOE SCALE: 4 NEtJ) 1 • 4 l�.aREO) (Cu) IN C TO C.W.P. AND 2,' Y. x(0' ROE75 ` d' APART ANr, CONN T TO POUN©AT!ON RES NEW 3 • 4 TI -+1.1.44 t • ea (GRP) IN 11/4' C DIN! 'G 0 -RAM: taat►at OP EL ct. EER SERVICE TO OE RELOCATED TO E;TER QR WALL CP GARAGB REFER TO SITE PLAN VETC14 (MAW SE,RyIC UV 115 At1 O +5CAKECT) r3 A 4 LIGHT WTC 3 c 3 -WAY LIGHT 5tu1TCN 0 VAPCR FROCP L 1P 0 E�� LJ P EXHAU31 FAN ANCTK*4 SOX `�► 14000 FAN N JACK RECEPTACLE GET' LITE$ .TOTAL 4ARHGE AREA: 331 Wilt 10 / 60,FT: WATER HEATER CR'IETA r 1 'ER -- , RKsATIOkt 14.01 h1 - !ei`C 70 1 't1,-f t • CALCULATION FOR E)IBT, PANEL ` 3' (GARAGE !a4� v Civil /Structura.I:Engineer, Reg. No.` X1662 8 0Q NE, 19Oti1 Street ` $uite' 0108 Mi`aml, F 4 � t rcia 31 (306) :.651 =2678 F4x'.`.(306) 651.257$x U1ATER HEATER r DA CE 6E41.1156 . I�'ATI -t-CaFt RAtJCsE' F mGERATGg - - 0131 -{DER APPLIANGE3 TOTAL C INNECTEO LOAD = ' TOTAL CONNECTED LOAD (PANEL 'A') TOTAL CGNr'E TED LOAD (PANEL 't1') TOTALCatsIECTEC LOAD P RTI R DEti,�,�iO F:RST FOtd iClil s 1, r5r, AJC * 63 % 0031 tOT AL. cet& o LOAD = GA$4 D AC E iA' 3R uuRg-cc. CALCULATION,, FOR MAIM FM8I0eNCI~ (PANEL- Al) ' TOTJtL NTE.FOR ADDITION , AAA: !6 50Ft. Ft. PROVIDE SERVICE CAPAC TY'UF 175 AMPS,'di DISCONNECT' FOR FUTURE EXPANSIO4 OF RESIDENCE ' • CONTRI`4TCR b 4kLt. 04 A t.t MA ?ER EQ1 BR A G011FLEia ECOcTy 1A. k*TALLATiat, AC At .t,t144 a 4V4C DEt& : pur • pp S s S i ,. - = 22 > 2® 2 °» / « \ i : V. �� \2� \ « « 7, ; \ . 4. \ \\\ � � , y � .: - = ' / 1 �]�� . sT�r � � � � �efSf17 �t ; a y ., ; k FROP) Kl1`CHEN EXPANSION FROp t}' 1.f11. # Cut Lute • CGttJEGr 1Q );X191 twER FLocR Jowt6 ; AT Exi3t, LOGAr (F'RO'G It iOULAtl:H GN KUi. PITS / Uri EX) 1 WE it Atiat exa E e? E R MQ U AtI:R efRYICE LIt O 14AVE F3EET'1 QSTANED FRGt1 K-COIV KANO PROM!) OY OuNER TO n410 ENGNEER CG?NtRActoR td; v1 R F:r e)(41444 1,0cAttti GP ALL PeE6, ANTS AND a OM LEGEND �ulc. biC LAY 34 BO BT cul CO. RtF 63 N"S JZ vrR 3.0Y. RELEF LINE VENT SANITARY NOT MATER cap itATER '.DATER CLST SiNK LAVATORY VriOWER BCE!' ern PJB GIW'AN -1ER CLEL'N cur REFRIGERATCR itAR S K 14o$E eee JACUZZI VENT TO IWOF NUT Gtr YALvE Exlsr. pRAPFlao BEtALL e E� vERiFTO RILL i LOCATIct4 (MK CRASH +ELL? VIZ REGUtRED I • 42$ 6.2 Ft uY 428 Oa FT Fte f ) I _ NOTE: CONTRAGTQR TO VERIFY LOCATIONS CP PRQPOSEO POINT Oft Ca•INETfONO F. omtgR AND SANITARY SEWER INCLUDING EkISTiNG SIZES CO LiN B AND INVERTS FOR SANITARY SEWER FRIOR TO GONOtplUctioti oP ANY PROPOSED WGRK., 819c1;41. rFov181oN 1* UNiE(d',O.NO 1.04 Ti LINE$ ' Matti i 9ZE Oft Li E$ 2'i e' " /'FT. 6PAD 3' AND. A4GVE L;NE •''a',1 T GRAPE (MA atti $tL FOR 3'# LONE$ * .'0) 2- BATNtti6 AND Oiag12 - FROVICE ANT!'- 3CALON VALVES 3 • NOSE BI s ALL N YACtJM BREAKER vAL4'E$ OM Marinos CiviI /Structural Engineer, Reg. No. 5156 800 NE Streot Suite D108 Miami, Florida v 33179 , (306) 631 -2878 Fax' (305) 651-2678 COLD WATER' Ptetrnc a Fixturo Utate • CI Gfld. *Pleas" ` rwa- Pte tce . Standard g >irtnai t 144- 6dtc4p FaucAtt STrk 1.avatory 84%Nior 4.r,dr P. TRAP ALL u►c4 AN6t{1P At0 MATERIAi. 4 A LL' 1K ST IGT'M RpANGE `' U111}#. 1'4 . P.e.c. ,4&ME' do0'40 A 4 R?Ec 1RE1ipti A?vt3 ALL v AF'Pl.1CA81.l,OCALE g . L L Ft ffCfd' D eY A Ll(g4e.0 PI. NING fTR4GTQR ALL F'EF111TS FEES F'1NJGRESS P1.413NO $1$1E11 Gt'ERAtta4 L A') ACCEPtM4 6Y 40 1 ,= 6 . � 1 EF.R L. ,Q C4 4lk 1 T rti t RACTOR 614ALL yERiFY THE 1OCATIQNcf 114 EXIV 40A81E v N oiN6fk PEL(201 .4 COPPER Pft M ,IN E.MiN ut� ITS � TIRKLENCilit NO PIPES )0INT3 PE'LOUJ et 8 . .3 rR E8t. 14OT WDAtE P F St- ( ) k0U,AiEQ 4441 T ALL QATei4 iw $ uMti4A Mai M Gt? 1 1Pf F564 i4cfp,Pot4 r s c j r MTAINEP.PERICO Gibr'� _ ;x . ` . 0UT3 FE ° crtct 4;< • ToteraI G46 X111 bar'da"appciiJ,d ;n Ottk,r AN81 A1' , 19�f19 0) Qr'' A112) . 3,19.4 410 ap li ti?l 1 +' thha vahiia 8rv� a�'o k�aa�c# on a teat 4aaurs of 6 p er " 6rlowang) acc4rc car w1th , ,NBI✓A$1 4 2) Abbtavtat`rona: , a Irons pqr mtrivt p� g 9p�! � � gp!'. * gal gone pa'' 7 Ruatiit. i.0dlt�,ra cycta • C.A.D. File: T: Ct)or - K.V. Original Date: 01/27/2001 7 Field Date: V 07/26/ / .00 "5}► 0 M o N {p Original J.N.: 17 j22 'a4• _ - J 111 IIIlill III� IIII REVISIONS J.N.: Date: J.N.: Date: T Vockv,ernr5V: S-c'L+I'ko ;JSIt 4.991 III 7 J.N,: Date: LOCATION MAP Scale: 1' = 10c 6 N1 5 4 i5' ALLEY t I LEGAL DESCRIPTION 3 Flood Zone: "X " Community Panel No. 120652 -0093 Base Flood Elevation: N /A' Map Revised: March 2, 1994 FOR THE BENEFIT OF: MYRON C. NOVAK 2 C7 Lots 20 & 21, Block 7, AMENDED PLAT OF MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page '70, of the Public Records of Dade County, Florida. Property Address: 71 NE 97 STREET MIAMI SHORES, FL. 33138 III MARIO PRATS JR. & ASSOCIATES, INC. SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 - Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221-1239 The above ' BOUNDARY SURVEY represent the herein described property and it was completed under my supervision and or direction, to the best of my knowledge and belief and it also meets the Minimun Tecnicd Standard set forth by the Florida Board of Surveyors and Mappers, persuant to Section 61g17-9.003. Florida Statutes and implementing Rule, Florida Administrative Code SURVEYORS NOTES; ) The above captioned Property was surveyed and described based on the above Legal Description furnished by Client. 2) This Certification's only for the Land as described. its is not a certification of Title. Zoning. Easements, or freedom of Encumbrances. ABSTRACT NOT REVIEW. 3) The may be oddticnal Restrictions not shown on this survey that may be found in the PuUBc Records of this County. Examination of ABSTRACT OF TITLE wil have to be made to determine recorded instn;ments, If any affecting this property. 4) Ownership subject to OPINION OF TITLE. 5) Type of Survey: BOUNDARY SURVEY. 6) Location and identification of Utilities and a adjacent to the property were not secured as such information was not requested. 7) Unless otherwise noted. this Fvm has not attempted to locate Footings and /or Foundations (underground). 8) This PLAN OF SURVEY. has been prepared for the exdusrve use of the entities named hereon. The Certificate does not extend to any unnamed potty. 9) If Bearings shown they are based on: ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1) 0.0' Indcates existing Devotions 2) Elevations are referred to the National Geodetic Datum. 3) BENCH MARK (Used) B M No t4 - 444- 9evotion: 10.79 Feet. Location: l 1. M t 2 y 1 pV 6 • rb' U. uJ . A , th 5t • THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. M Professional Surve Sto 30 ' 30' Certificate of Authorization No.: 4249 ew •?j.Rd hdy k,x • l»ovce N. • `font, E. • °x N. • heal $ • Stih S^/ • Poo, A. • Ar A. .Deno - oyenl IC • ^M • %wvo B M. • 30. Va'. 0 'pats and Mop ABBREVIATIONS er No. 3332 7 • 7e eN b`e9.'c• OO\fl PCP r cr:e Conha Pc r-f • PCB •PCni Cf °e PC • Pocl of C.rwfje PT •P fof TO•Ve•y 7mC • "oral of i a as C.r.c`le CBS • Co'.. ' 3bck Y•.c'.n Co • Core e A,t - Sdewr4 C,l • Care fro y ,,. YbfveN Je • Erccoetrenl Coc. • Co t Jo.ed THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT "r\ pr] doc skar']oub spin 7` Found 5/6' ..... Iron Pipe No Cap • 1 Edge ti o( 24 . 00' „, ' 0 _20 C. B. S. Found 5/6' ofl °� Iron Pipe B� No Cap • ; D - (Lot 4, Block 7) 5. 4 24. 00' 5.0. N r 3.2' uI YI I E! J CI cl U I 4 0.20' CLI n ' ci CC o c. IL1 4.o rn PLAN OF SURVEY 29. 70' 10.5' Asphalt of Asphalt•• i00.00 S Meas. ;t1 t` NI ( L o t 20, Block 7) T6.55' \ 9.00' v � v ?' c of t2. 0' 29. 70' C.B. Nal Scale 1' • Conc. Area • 23.85' 2.7 6 2 C 15' Alley 21. 15' 11.85' '- 21. 55' Per Tile B OO i- STORY-C. B. S. Res.I Res. No. F. F. El. i3. 26' Ft. No. 7i 12.60 4.0' fr C, N 21. 4' Parkway (Lot 3, Block 7) . • 0 4 e. 13. 25' 16.60' 0I g 50. 00' 4.0' i00. 00'(Rec. & Meas.) . m (Lot 2i, Block 7) 0 29. 25' B. 0' rnr7� A '01 'miter o 29. 25' + '1 L,I mI { ......... ..... .... 21' Pavement ....... ... .. . ti� 2h N. E-7. E-7. _ 97th-P'• ST. Found 5/6' Iron Pipe No Cap J O. 75' x - Found 5/8' �: , Iron Pipe • No Cap t. . • , 5' Swk. 256. 07' ((Meas. 256.12'(Caic. ■IARIO PRATS JR. SURVEYORS • MAP 3C0 S N 107th Avenue - Suite No Voice (305) 551 -6000 I1IIIII IIIII "Itllullllllllll II �6. & ASSOCIATES, INC. PERS • PLANNERS . 214 - Miami, Florida 33 174 - Fax (305) 221-1239 Sheet No 2 of 2 Original Date 07/27/2001 Original J.N.. 12234' 7 ' V .00 "5}► 0 M o N {p .00 -5fl 17 18 19 0 22 50.00' I. , A 50, 00' 111 IIIlill III� IIII REVISIONS J.N.: Date: J.N.: Date: T Vockv,ernr5V: S-c'L+I'ko ;JSIt 4.991 III 7 J.N,: Date: LOCATION MAP Scale: 1' = 10c 6 N1 5 4 i5' ALLEY t I LEGAL DESCRIPTION 3 Flood Zone: "X " Community Panel No. 120652 -0093 Base Flood Elevation: N /A' Map Revised: March 2, 1994 FOR THE BENEFIT OF: MYRON C. NOVAK 2 C7 Lots 20 & 21, Block 7, AMENDED PLAT OF MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page '70, of the Public Records of Dade County, Florida. Property Address: 71 NE 97 STREET MIAMI SHORES, FL. 33138 III MARIO PRATS JR. & ASSOCIATES, INC. SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 - Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221-1239 The above ' BOUNDARY SURVEY represent the herein described property and it was completed under my supervision and or direction, to the best of my knowledge and belief and it also meets the Minimun Tecnicd Standard set forth by the Florida Board of Surveyors and Mappers, persuant to Section 61g17-9.003. Florida Statutes and implementing Rule, Florida Administrative Code SURVEYORS NOTES; ) The above captioned Property was surveyed and described based on the above Legal Description furnished by Client. 2) This Certification's only for the Land as described. its is not a certification of Title. Zoning. Easements, or freedom of Encumbrances. ABSTRACT NOT REVIEW. 3) The may be oddticnal Restrictions not shown on this survey that may be found in the PuUBc Records of this County. Examination of ABSTRACT OF TITLE wil have to be made to determine recorded instn;ments, If any affecting this property. 4) Ownership subject to OPINION OF TITLE. 5) Type of Survey: BOUNDARY SURVEY. 6) Location and identification of Utilities and a adjacent to the property were not secured as such information was not requested. 7) Unless otherwise noted. this Fvm has not attempted to locate Footings and /or Foundations (underground). 8) This PLAN OF SURVEY. has been prepared for the exdusrve use of the entities named hereon. The Certificate does not extend to any unnamed potty. 9) If Bearings shown they are based on: ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1) 0.0' Indcates existing Devotions 2) Elevations are referred to the National Geodetic Datum. 3) BENCH MARK (Used) B M No t4 - 444- 9evotion: 10.79 Feet. Location: l 1. M t 2 y 1 pV 6 • rb' U. uJ . A , th 5t • THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. M Professional Surve Sto 30 ' 30' Certificate of Authorization No.: 4249 ew •?j.Rd hdy k,x • l»ovce N. • `font, E. • °x N. • heal $ • Stih S^/ • Poo, A. • Ar A. .Deno - oyenl IC • ^M • %wvo B M. • 30. Va'. 0 'pats and Mop ABBREVIATIONS er No. 3332 7 • 7e eN b`e9.'c• OO\fl PCP r cr:e Conha Pc r-f • PCB •PCni Cf °e PC • Pocl of C.rwfje PT •P fof TO•Ve•y 7mC • "oral of i a as C.r.c`le CBS • Co'.. ' 3bck Y•.c'.n Co • Core e A,t - Sdewr4 C,l • Care fro y ,,. YbfveN Je • Erccoetrenl Coc. • Co t Jo.ed THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT "r\ pr] doc skar']oub spin 7` Found 5/6' ..... Iron Pipe No Cap • 1 Edge ti o( 24 . 00' „, ' 0 _20 C. B. S. Found 5/6' ofl °� Iron Pipe B� No Cap • ; D - (Lot 4, Block 7) 5. 4 24. 00' 5.0. N r 3.2' uI YI I E! J CI cl U I 4 0.20' CLI n ' ci CC o c. IL1 4.o rn PLAN OF SURVEY 29. 70' 10.5' Asphalt of Asphalt•• i00.00 S Meas. ;t1 t` NI ( L o t 20, Block 7) T6.55' \ 9.00' v � v ?' c of t2. 0' 29. 70' C.B. Nal Scale 1' • Conc. Area • 23.85' 2.7 6 2 C 15' Alley 21. 15' 11.85' '- 21. 55' Per Tile B OO i- STORY-C. B. S. Res.I Res. No. F. F. El. i3. 26' Ft. No. 7i 12.60 4.0' fr C, N 21. 4' Parkway (Lot 3, Block 7) . • 0 4 e. 13. 25' 16.60' 0I g 50. 00' 4.0' i00. 00'(Rec. & Meas.) . m (Lot 2i, Block 7) 0 29. 25' B. 0' rnr7� A '01 'miter o 29. 25' + '1 L,I mI { ......... ..... .... 21' Pavement ....... ... .. . ti� 2h N. E-7. E-7. _ 97th-P'• ST. Found 5/6' Iron Pipe No Cap J O. 75' x - Found 5/8' �: , Iron Pipe • No Cap t. . • , 5' Swk. 256. 07' ((Meas. 256.12'(Caic. ■IARIO PRATS JR. SURVEYORS • MAP 3C0 S N 107th Avenue - Suite No Voice (305) 551 -6000 I1IIIII IIIII "Itllullllllllll II �6. & ASSOCIATES, INC. PERS • PLANNERS . 214 - Miami, Florida 33 174 - Fax (305) 221-1239 Sheet No 2 of 2 Original Date 07/27/2001 Original J.N.. 12234' I r--) (.7) 1 ,)... n ( -.) -.0: t / \ s' , --- #-- • If ‘') af) t bk\l- ‘ c , t \••■3 (\\ / ■ 4>u / 4 IA It CC" i ‘ Czok ›co Q 9 0 V.t.."1" 1 1111- ;y) `‘, ‘ ,. _ _09(-:.,(V____c) 0 t)\ o'to q to t Z, t e,i( . " c(o c : p ! gy feiCS( • : A ,L d 1 l" r.r 1'r"4 a e T• '.e ; , . v. o 4 . . J / 1 /ANN x .d. i ., , 0 ti :1. rctr t s. + ce moo.) .. r a' c /g f G o J4 f r rs 6 /4 -f 61: ..... .:. .h- '...t..� _ !Q t . a ir S/y a ( ' 4 /(,,1 �� �.' � r 't t F�� yr w.►v 's ! � (4 t) cev clots I ow. t :1"; c C A'., rie; G 1. j µ ms} ��w+ vn; •w:ti. ar 4, - ef An. wr.w r�M:.. +�..v:rw•' - .ter a' • 4+e:!."w «w. t nI ? ratl, tt 1 .11 st;i�illtt;l:a'1 COz.r1 S c,�h.c.u.la�2. wt I)o) ■4 T 1 . : 1 _ . . t;_:. " i :_r... 1 - 1 - _ 1 " rr ss' y " 3 CA:X..1) 91? 7 1 q s Pf? . -' 4S-' -0 O ;S'_. ;. 4 ;.t 3 * ' d t 4 - a " ' t 12. . . 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