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BP-04-1390I . 94 B ILDING Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 A Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FIRC 20 LO Permit No. 4 — 090 PERMIT APPLICATION Master Permit No. Permit Type: BUELDING ROOFING JOB ADDRESS: ®� �� e, /0 d S f— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ?-I Is the Building Historically Designated: Yes NO V000, Flood Zone: OWNER: Name (Fee Simple Titleholder): I e Phone#: ?O 79.-n Address:- ® 7 Al ] S City: . State: ��,. Zip: f� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 4 A6 Al e, 0-W A2C k Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair place ❑Demolition Description of Work: 41 UTt(5 0pfn 2 e 0 r Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ T L FE NOW DUE $ 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip Zip ,a - 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. Sn Sign �° `d=am l`"� Signature g Owner or Agent The foregoing instrument was acknowledged before me this day of --� , 20 V, by' J t/i1 Sl V ICXhiw , , who is personally known to me or who has produced rk-�S As NOTARY PUBLIC: Sign: Print: and who did take an oath. Contractor The foregoing instrument was acknowledged before me this day of .20 _, by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: - a: - _ My Commission Expires: 5 ............ //lllllllllll APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a BUILDING Permit No�_O bq i!Ao_ z PERMIT APPLICATIo � � Master Permit,No: � O - FBC 2001 OCT 2 0 zoui Permit Type (circle): Building WAV f ----- Ing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �! Phone # Owner's Address ewoz City % _5_eW State ��- Zip .3 3 AZe Tenant/Lessee Name Phone # Job Address (where the work is being done) zy411 Ak City Miami Shores Village County Miami -Dade Zip 3311.39 Is Building Historically Designated YES N0__2!C Contractor's Company Name ��.� ��. � .5� Phone 462a, ::29�Q. �'6yj_ Contractor's Address rV�"�''.' City State Zip Qualifier co /e�,,a�r/ f State Certificate or Registration No. rcc ayore -1 Certificate of Competency N Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit I Square Footage Of Woirk: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 05rc s /., ?P7At0 * q-�{ Submittal Fee $ Permit Fee $ r �' , CCF $ CO/CC Notary $ ^�" Training/Education Fee $ jQw A Q Technology Fee $ Scanning $ Radon $ """" Zoning 1— Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) .Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. 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. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i S gnature e4oi�� Contractor The foregoing instrument was acknowledged before me this day of � 200, bydg� who is personally known to me or who has produced NOTARY Print: My Commission Expires: My APPLICATION APPROVED BY: Che 05/13/03 did take an oath. OCT 2 6 20% Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 offillirWi*1111111 Applicant: ROBERT Owner: VICKERS JOB ADDRESS: 1401 NE 101 Building Permit Permit Number: BP2004-1390 VICKERS ROBERT ST Contractor FLORIDA PROFESIONAL SERV LTD CO Contractor's Address: 100 NE 89 ST Local Phone: 305-759-3460 Parcel # 1132050230140 Page 1 of 1 Legal Description: M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 3 LOT SIZE 99.500 X Fees: Description Amount FEE2004-10890 Building Fee $145.00 FEE2004-10891 CCF $0.60 FEE2004-10892 Training and Education Fee $0.20 FEE2004-10893 Technology Fee $3.63 FEE2004-10894 Scanning Fee $15.00 Total Fees: $164.43 Permit Status: APPROVED Permit Expiration: 4/19/2005 Construction Value: $1,000.00 Work: SHUTTERS FOR ADDITION Signed: (INSPECTOR) Total Fees: $164.43 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: r&)� va,', igol iic to, 4st- x F EB Y. ---_-------- ro p y4t— :� til fa IW, 1r, z t Z (3, ®01013 38398 C� l Me Edward A. ���� ANDERS,P. (305)823-3938 C' � CONSULTING ENGINEERS s �� 0, 004f -s 0'. averu- 0. t q V, 0% WE 4 i 6 0 -7 -OW- Y . t,C4-�v: 1,? K /, Z-1::- 2,6; YcIrc VK f�+6��� 6 60, t Z. et 00 - .O J_ ZOWA CcA O,' z KYS IL lam.O s Icr`• fid ---Iota X `4jj-:- /4 t z 20.62 t-?- 6 CO 4 ��A "� O aV 73 -- ..t s lot kl . UA _ 'A.5= c -7-( T_-O�f z C3�)' C �Ladc- Om Z.,eA-V e-,-, 10(-r - LIO --sy x ,u - ► SZ src je `-d A/ /(-01s r - 72P "7o �p Cls4- t)`*'f"cd 3.35 x fc3,T-= 5, t� �-- 5 • t � 1 �j z" It C', d �c 6 Z�Y/► O (v T AL e T 4 O Ze IZ �z91__3'� za GZN Pcal ®• 003 g S 010 Qo o cG� A AUoAJ c (oo A.hr-v#o— Y s o I fitS O ,?Jf (I, � xto --)?) A - • �3 .levet 1 10 r--- f, &ZAsT be -5;-a �, i L 9 tea, L@3 L AV rA 3 t 0 Z Zts- N � j F � ? a F i cG� A AUoAJ c (oo A.hr-v#o— Y s o I fitS O ,?Jf (I, � xto --)?) A - • �3 .levet 1 10 r--- f, &ZAsT be -5;-a �, i L 9 tea, L@3 L AV rA 3 t 0 Z Zts- C =10 % l 36r5'RA 11 1 wts,�Gr Zt� 00,u�- �j v a cf- C;� hod o�k _Q9 7s) CZA X(O') Z,'S) a t�F�=3 �C— -- W r?- X.-� 7-4 a` --04t ? lMi A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA ,tMadden Manufacturing Co. 1889 N. W. 22"" Street Pompano Beach, FL 33069 SCOPE: :MIANIt-DADE cowry, i:mi )A M RO -DADE FLAGLEIZ 131111-DIN(i 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2001 FAX ( 305) 375-29OS This NOA is being issued under the applicable rules arid regulations governing the use ofconstruction materials. Tile dOetllllelltati011 submitted has been reviewed by Miami -Dade Comity Product Control Division aridaccepted by Elle Board of Rules arid Appeals (BORA) to be used in lN11anil Dade County and other areas where allowed by the Authority Having Jurisdiction (Al -IJ). This NOA shall not be: valid atter the expiration date stated below. The Nlianil-Dade C'011nt)' Product Control Division (in. Miami Dade County) and/or the AHJ (ill areas other than Miami Dade COCl11t•) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detenilined by Mlanu-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code'. This product is approved as described herein, and has been designed to comply with the 1-ligh Velocity Hurricane "Lone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter/ APPROVAL DOCUMENT: Drawing No. 00-380, titled "0.050" Aluminum Storni Panels", sheets I through 10 of 10, prepared by Knezevich R: Associates, Inc., dated March 6, 2001, last revision ""_7 dated February 19, 2002, bearing the Mianli-Dade Countv Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Count- Product Control Division. INJISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cit h, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicable building code negatively afti:cting the performance of this product. TERIMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of znv product, for sales, advertising or.any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianli-Dade Count•, Florida, arid followed by the expiration date may be displayed in advertising literature. If am• portion of the NOA is displayed, then it shall be done in its cntiret•. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the,rc tlest ol'the Building Official. This NOA revises and renews NU:1 # 98-1110.03 l wrs^ e'7 li l a,c l as well as approval document mentioned above. The submitted documentation was reviewed by 11011 d l 1l kn 1'.F NOA No 01-0313.20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Pa;;c 1 a a ` MIAWD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (30S)375-2901 FAX(305)375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sales "C-700" Outswing Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 330, titled "Aluminum Casement Windows", sheets 1 through 9, dated 2/12/97, with revision G dated 7/26/02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami- e o ty ` duct Control Division. MISSILE IMPACT TING: None LABELING: Each unit s 11 bear ent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA and shall be available for inspection at the j This NOA revises and replaces NOA # 021 mentioned above. The submitted documentation was reviewed user by the manufacturer or its distributors the Building Official. f this page 1 as well as approval document NOA No 02-0806.05 Expiration Date: April 16, 2006 Approval Date: July 24, 2003 Page I M IA M FDAt>E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DM910N NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SHITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIS. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Mimi Dade County) and/or the AHJ (m areas other than Miami Dace County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fans to perform m the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Humme Zone of the Florida Building Code. DESCRIPTION: Series TD-ior Oattwing Alaminam French Door � APPROVAL DOCUMENT: Drawing No. 944, titled "Alin French Door", shy 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7131/02, signed and sealed by Robert L. Clark, PE., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product . l Rivision. MISSHX IMPACT RA G: None LABELING: Each unit shall a label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change m the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration dam or if there has been a revision or change m the materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically termi a this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. AD : iu NOA number prod by the words N i -Dade county, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayer!, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shah -deet to the um by the manuflicturw or its distnbutors and shall be available for inspecti n tot request of the Building Official. This NOA revises and renews ,� OS consists of this page 1 as well as approval document mentioned above. '4r The submitted documentation b erex, PX NOA No 01-0625.01 nate. July 22, 2007 EMS Approval IDS August 22, 2002 Page 1 MIAMI- MAE)E- BUILDINGCODECONIPLIANCEOFFICKOW") PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT IndusWes 1070 Technology Drive Nokomis, FL 34275 bUAAR-DARE COUNTY, FLORIDA hEMO-DARE K AGIM BUILDING 148 WEST FLAGLER SPREEf, St[i1TE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Econ: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mum -Da& County ftduot Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otic ares where allowed by the Authority Having Jurisdiction (AHb. This NOA shall not be valid after the expiration date stag below. The hGami Dade County Product Control Division (In Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the anted manner, the manufacturer will incur the expense of such testing and the AH7 may immediately revoke, modify, or suspend the use of such product or matcrial within their Jurisdic hon. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet The requirements of the applicable building cue. This product is approved as described herein, and has been designed to comply with the Flarida Building Cate, including the High. Velocity Hurricane Zone. DESCRIPTION: Series -71)-101' AI=Wnum SidMe P APPROVAL DOCUMENT: Drawing No 992, titled -Ahm inuun smeme", slits 1 through 5 of 5, dated 11/17103, prepared by manuftrer, signed and sealed by Lues A. Turner, P.E., bearing the Miami -Dade. County Product Control Approval s9mnp with the Notice of Acceptance numb and approval date by the Miand Dade County Product Control Divisi MISSILE IMPACT RA G: None LABELING: Each unit ent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or press. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminew this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mian Dade County, Florida, and followed by the expiration date may be displayed in adveadsvug literature. R any portion of tate NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and H-2, as well as approval document mentioned above. J- s ti The submitted documentation was reviewed bx TheiElAo ea P.E. lxt� NOA No 03-1W 01 Expiry Date: Murch 04, 2009 Approval Date: Manch 04,2W4 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 992, titled -Aluminum Sidelite", sheets. 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Nater Resistance Test, per PA 202-94 along with marked -up drawings and installation diagram of an "Aluminum Sidelite", prepared by Fenestration Testing Laboratory, Inc., Test Report No. bfL-39224 dated 09/16/03, signed and sealed by Joseph C. Chan., P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test; Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with marked -up drawings and installation diagramm of an 0 configuration 74" wide by 37" high series PW -701 aluminum fixed window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-3923, dated 03/16/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Comparative Analysis, ASTM -E1300-98, and Anchor Calculations, prepared by PGT Engineering, dated 12/18/03, signed and sealed by Lucas A. Turner, P. E. D. QUALITY ASSURANCE Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STA +NTS L Laboratory compliance letter for Test Report no. FTL-03137, issued by Fenestration Testing Laboratory, Inc., dated 10/01/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL-03138, issued by Fenestration Testing Laboratory, Inc., dated 10/01/03, signed and sealed by Joseph Chan, P.E. A". Theodore Bermaa, P.E. Deputy Director, Product Control DivWon NOA No 03.1223.01 Ezphvfl=Date. March 04, 2009 Approval Date: March 04, 2004 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTM G. OTHER 1. Letter from the consultant staling that the product is in compliance with Florida Building Code "Q Th�dere Berman, P.E. Deputy Director, Product Control Division NOA No 03-1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 E-2 i � i z110 1 Vh I EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - SEE TABLE 2 GLASS OR DOD } 1 t in r is GLASS GLASS - x OR DOOR +�1 f'`a% ~ �. OR DOOR ' �1a z --NON-STRUCTURAL _^ z�l �I! FINISH 6" MAXI ,� MATERIAL BRICK OR WOOD 6 `-% a'I 1 1 Iwl I s. I i Z i 1 I! I r--ELCO (T.V.A.S.) PANELMATE i Ln axi '^ a / FASTENER. SEE ANCHOR SEE TABLE 2 71 1/4-20 S.S MACHINE %�1 SEE TABLE 2 p�! } ' ALUM ** x .093->j 0 3 •Q IIIII� I SCHEDULE BASED ON I NNECTION'TYPE 2" n BOLT AND NUT +0 w! r ANGLE f f�--6022'�12••(G7 12" O.C. -E+'A •MAX 1/8•' TILE � 1/4" MAX.j; FINISH MATERIAL 3/4' PLYWOOD 2•' x 4 ' x 1/8'• CONT P z N / n'�� 1 } ALUM. TUBE (6063-T6) 1/4'•0 POWERS CALK -IN 6•• O.C. MB -1/4" m POWERS CALK -IN @ 4" O.C. W/ 7/8" MIN. EMBWITH 7/8" MIN. EMB. IN CONC. OR E. ;; �, 0R HOLLOW BLOCK INTO CONCHOLLOW BLOCK QR 1/41/4-0 LAG SCREW .. . ! d < Ii + ,� @ 12" O.C. W/ 1 -1/2 -MIN. EMB. a 4)7" x 5•• x 1/8'• CONT. r I / IN WOOD. a ANGLE 6061-T6 ALUM. / • �� 1/2-0 THRU BOLT (ASTM A 325) @ 12'• O.C. 999 E'EhlS 1/ f4•'0 POWERS CALK -IN c(1, 12•• O.C. m+ /' WITH 7/8" MIN. EMB. IN CONC. OR E NOTES: THIS DETAIL MAY BE USED AT -„ \ TOP OR BOTTOM OF PANEL. HOLLOW BLOCK OR 1/4"o LAG SCREW � —� � �• (cl 24" O.C. W/ 1-1/2" MIN. EMB. IN W000 (MAX. DESIGN LOAD s 72 P.S.F.) `-2'• x 2•' x 1/8" CONT. ALUM. ANGLE 6063-T6 (MAX. DESIGN LOAD = 61 P.S.F,) EDGE MOUNT DETAIL (MAX. DESIGN LOAD s 72 P.S:F.) ® WALL MOUNT O SCALE : 3" =•1•-0•' "PASS THRU" DETAIL SCALE : 3" = 1•-0'• U SCALE : 3" = V-0" N1L4- 1/2" 6" 6" 1/2" rr .5't - i X3/8"m HOLE FOR FASTENING PANEL I ►A 1 `STUD ANGLE 1/4"-20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1-.1/2'• = V• 0.•• 1�'1a 1/4-20 S.S. BOLTS W/ WINGNUTS P 24" O.C. MAX. (TYP.) •--, / ANGLE MAY VARY --AK U -t�1 1a "\22" x-2" x 0.125" CONT. TO 4"x4"x0.125" 6063-T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" ) GRADE 40• GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" = V-0•' 02/12/02 09:54 FOUR 1/4'•0 POWERS CALK -IN ANCHORS W/. 7/8" MIN. EMBED. IN CONC. @ 4" O.C. D la 8•' x 3" x 1/4•• ALUM. ANGLE -1/4"-20 STUD W/ NUT @ 6•' O.C. r2" x 3" x 1/8" r ALUMINUM ANGLE 1-1/2",---, ;L_r1-1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. UNCH HOLES IN ADJACENT ANELS TO RECEIVE THIS BOLT LACE PANEL OVER EACH ADJACENT PANEL AND FASTEN JINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = l' -0 - EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING f / + b GLASS OR DOOR 1 ?1- SEE TABLE 2 —/ P d 1" x2** -12 : 2 x 4 • 2' x 5' OR2"x4"OR2"x6" P.T. WOOD BLOCKING FASTENER SEE ANCHOR SCHEDULE REFERENCIt CONNECTION "TYPE 2- 1/4- MAX. /2•• MAX.- -� Approved as complying with the Florida Baidia Code _'• CONT.w Date I 2 Q Miami Dade Product Control ( ►- Dis n i N I 8Y I E� I J NOTE: . WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE :3" = V-0•' u Uz � � ¢ z110 Vh L4� Wo ~ 0 Wg� C 0 Q O IVd O . t7 q i IIVV N ,n = IjIOL cn N R oo _t Q W [=' 1i u I° N z = x W U0 0 YI �� r 3 I n WZ z { ]Gv F�# I v v��• v v G ui �a Z 0 Q c w G 3 7C � 3 r 0� A� O 443 V.J. KNEZEy1C Pr:OFESS101VNr�NG: til F=L 1.1 .f//n M0: _...: 9£3 3 Wll 2002 3/06/01 calm �� dr -Mb eiyn by cMcl•ed bbl _ V 1-4 —V 1K 1 dra..inq no 00--380 -steeF 5 of 10 1 02/12 _ WIDTH UNLIMITED j (PERP TO PANEL SPAN)( TYP. SECTIONSp- l TOP MOUNT ww I! Qm ! w ! � 11PLAN VIEW 1 tn0TH w= W U 1Jr ( L OPTIONAL STEEL tntn I BAR ON OUTSIDE x z 1, I) OF PANELS - Ea I !i ' �i i rt NOTE 7NERAL I �i I 1•i BOTTOM MOUNT TYPICAL VERTICAL MOUNT ELEVATION N.T.S. 11 OPTIONAL SEE GENERAL _ NOTE 7 1/4" MAX. 10t�1 EXISTING STRUCTURE O WALL MOUNT OPTIONAL r SEE GENERAL 1/4" MAX. _ — NOTE 7 �j EXISTING ` 1Ota STRUCTURE U9: 53 © TRAP MOUNT 110PTIONAI FASTENER (ln 12" 0 C . SEE L ANCHOR SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7-7 1O(gSJ OVERLIAP-�I r ALUM ANGLE CLOSURE PIECE: / I- x 2" x .125" MIN T� 2- x 5- x .125" MAX. �•f-E M B /1 TRAP MOUNT EXISTING STRUCTURE Tit OPTIONAL — — — — L SEE GENERAL 1/4" MAX r{ C_ _ _ _ _ NOTE 7 EXISTING `010 STRUCTURE FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1-1/2- = 1'-0" Lr%ax SEE STORM PANEL SPAS! SCHEDULE TABLE 1 ! OPTIONAL STEEL BAR ION OUTSIDE OF PANELS c r:C r. c, A1CM AI Kt^/ C HORIZONTAL MOUNT ELEVATION NTS. I11 OPTIONAL SEE GENERAL NOTE 7-7 t•`-�,,'�: xI1L- MAX. --ALUM ANGLE CLOSURE PIECE 1" x 2'• x .125" MIN. TO 2". i— 1 r 2" x 5" x .125" MAX. MIN EEr�� f///i'•. �jti EXISTING FASTENER (a) 12" O.C.. SEE f STRUCTURE ANCHOR SCHEDULE FOR ANY" ACCEPTABLE ANCHOR- - Appravcd as complying with 1110 61 BUILD -OUT �t ds B Zig f� NOA� - 1�1�11OPTI0NAL Miami Dids PTodact Control DAY'I SEE GENERAL B NOTE 7-1 OUTSIDE ! t'�14 INSIDE I 12" O.C. TYP• TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Uzi Z r t4 Z w r J t� ♦* l z 1L U 1... � i I '��• d O Ud U e o C m F- I U J S C 311 U > W , w ! zlw W Z us (v C3 Q Z ? Sic• ,• 1I c 7 N a D 1.00" ; Otr- i w .500"{ i ~fix w 300" 0' Lz w� .625'. 0 - % a V� (TYPICAL TOP & BOTTOM) 110PTIONAI FASTENER (ln 12" 0 C . SEE L ANCHOR SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7-7 1O(gSJ OVERLIAP-�I r ALUM ANGLE CLOSURE PIECE: / I- x 2" x .125" MIN T� 2- x 5- x .125" MAX. �•f-E M B /1 TRAP MOUNT EXISTING STRUCTURE Tit OPTIONAL — — — — L SEE GENERAL 1/4" MAX r{ C_ _ _ _ _ NOTE 7 EXISTING `010 STRUCTURE FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1-1/2- = 1'-0" Lr%ax SEE STORM PANEL SPAS! SCHEDULE TABLE 1 ! OPTIONAL STEEL BAR ION OUTSIDE OF PANELS c r:C r. c, A1CM AI Kt^/ C HORIZONTAL MOUNT ELEVATION NTS. I11 OPTIONAL SEE GENERAL NOTE 7-7 t•`-�,,'�: xI1L- MAX. --ALUM ANGLE CLOSURE PIECE 1" x 2'• x .125" MIN. TO 2". i— 1 r 2" x 5" x .125" MAX. MIN EEr�� f///i'•. �jti EXISTING FASTENER (a) 12" O.C.. SEE f STRUCTURE ANCHOR SCHEDULE FOR ANY" ACCEPTABLE ANCHOR- - Appravcd as complying with 1110 61 BUILD -OUT �t ds B Zig f� NOA� - 1�1�11OPTI0NAL Miami Dids PTodact Control DAY'I SEE GENERAL B NOTE 7-1 OUTSIDE ! t'�14 INSIDE I 12" O.C. TYP• TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Uzi Z r t4 Z w r J t� ♦* W 1L U 1... � tu p W U Q 7 4-!0. Ud U e o C m In , cc .J U En Q W S C 311 U > W W Z us (v C3 Y U � — ? Sic• ,• 1I c 7 N >_ N jw 5 t wZ i w V.J. KN FvhfA ria: F=I§ 1.U9B3 _200z rdare� 43/06/0.1, �sule-. Cravn by I Ai NO TEJJ�-,_ AVl adt •i.�n b) l�thecw�d b� y�K I _VJN 00-380 i -.neer 2 Or 10...I O z o v zW � ?a 0 G �H U o C m h L V.J. KN FvhfA ria: F=I§ 1.U9B3 _200z rdare� 43/06/0.1, �sule-. Cravn by I Ai NO TEJJ�-,_ AVl adt •i.�n b) l�thecw�d b� y�K I _VJN 00-380 i -.neer 2 Or 10...I I I I 02/12/02 09: SEE TABLE 2 GLASS OR DOOF FASTENER, SEE AN( SCHEDULE. REFERE CONNECTION"TYPE 1' EMBED (TYP.) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR -+ SCHEDULE BASED ON TYPE OF .STRUCTURE) TYP. TOP & BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" �2 CONT. !o—_'r 1/4" MAX. :1 �I J q rG 3 E J i { s 6, CONT. 8 CONT. �-- 1/4-20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND () 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE : 3" = V -0 - EMBED. (TYP.)- EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM GLASS OR DOD FASTENER, SEE ANCHOR SCHEDULE. REFERENCE X CONNECTION"TYPE 4" a 1314 TEK SCREWS OR 1/4 30 E BOLT AND NUT O 12" O.C. STAGGERED (TYP. TOP AND BOTTOM) O SEE TABLE 2 ONT 1/4-20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND Coil 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 CONNECTION~TYPE 4"J x SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1'-0" Y 3OCONT. GLASS OR DOOR - 1/4 -20 MACHINE BOLT & WINGNUT @) 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND Coll 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3~ GL ;SS OR D0D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3- 1/L" MAX. SEE TABLE 2 _i � wl f wi w, tAI Xi CONT. El E. D { J _ � I EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM CEILING/INSIDE © MOUNT SECTION SCALE : 3" = V-0" -EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. -FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2- 1/2" TABLE 1/4" MAY,r7 w J m a I 5{ OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" Approoed is complying with the Florida Bu'ding Code D9te4 1 Minta) Dade Product Control Dirb' By 0 i Z� d _ H W tlt yr < F-� Qo 0 O LL 0 ! . R (nm � � = u U YI i 2 aid N °1 W z it 2 z W 00 a N G W 0 % 2 � N w u �3 Y SEE TABLE 2 GLASS OR DOOR T 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING x roE ONT GLASS I OR DOOR— SEE TABLE 2 FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY Cal 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) i GLASS ' OR DOOR SEE MIN. SEPARATIONI i%/ w FROM GLASS SCHED. col / T A 8 L E 2 L W J m f a, ° . 2 z Z ._ FOR W000 BLOCKING.USE 1/4"0 S.S.. I J LAG SCREW W/ 1-1/2" PENETRATION u�F 4+ INTO WOOD BLOCKING Cal 12" O.C. o'`n a FOR ALUM. TUBES USE 1/4"0 S.S. LAG Approved ascomplylnZwith tht u SCREW W/ 1-1/2" PENETRATION INTO ? -�� — " Florida Bn)ding Code CENTER OF STUDS LOCATED (a) 24" O:C.MAX.ONE Lo (MAX. DESIGN LOAD = 56 P.S.F.) 1/4"0 THRU BOLT W/ ACCESS HOLE O SOFFIT CONNECTION DETAIL N O MIDWAY B.ETWEEN STUDS.TWO-1/4-0 THLOW SCALE : 3" = 1'-0" S.S. LAG SCREW Cnl 24" O.C. MAX. W/ 1-3/4" PENETRATION SCALE : 3" = V-0" TING CONCRETE. BLOCK, OR WOOD IN CENTER OF STUDS EM8ED.I FRAMING (TYP. TOP Dy J z & BOTTOM) (TY P.) tJ0 x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = V -0 - THREE 1/4"0 WOOD LAG SCREWS W/ 2-1/4" MIN. EMBED. Cal 24" O.C. MAX- CONT. 4" x .250" ALUM. PLATE OV WOOD MEMBERS - GLASS OR DOOR SEE TABLE 2 09: -1/2'1-1/2" WOOD ROOF TRUSS OR FRAMING MEMBER Cad 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. LfTR14 SMS BETWEEN } USSES Cal 24" O.C. CONT. w Q F - O WALL MOUNT SECTION (DIRECT MOUNT) SCALE :3" = V-0" THREE 1/4"0 WOOD LAG SCREWS W/ 2-1/4" MIN. EMBED. Cal 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER I I t WI I 1/2" OR Ej wof A-- ) i 3/4" MAX.J� I i I `-1/2" TO 3/4" ALUM. SPACERS 0" O.D. 7/16" I.O.) —EXISTING CONCRETE, EMBED. HOLLOW BLOCK, OR WOOD (TYP.) FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY Cal 6" OR 12" D.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1'-0" Co 0 o eJ� SPLICE DETAIL FOR BAY WINDOW APPLICATIONS _ SCALE : 1-1/2" = 1-0" 7 -WOOD ROOF TRUSS _\ 2" / OR FRAMING MEMBER Ca124" O.C. MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE RE ERENCE CONNECTION -TYPE 5- - 7 OR 7a CONT. 1/4-20 MACHINE BOLT & WINGNUT Cal 12•' O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" U.C. FOR PANEL LMTHS GREATER THAN 104". SEE TABLE 2 SI 1 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL SCALE :3'* _- V-0- 2** x 5" x 1/8" ALUM. PLATE (6063-T6) INSIDE EACH SIDE. FASTEN W/ 8 it 12 SMS OR 3/16-0 POP RIVETS EACH SIDE AS SHOWN (al 1" O.C. 1..x4" ALUM. TUBE t laSTUCCO FINISH OR I :{ w PLYWOOD SOFFIT 1/4" MAX. 1" x 4" OR 1" x 6" ' 062" CONT. ALUM.` - TUBE (6063-T6) t I LACCESS s #14 SMS Cal 12" Q.C. HOLE BETWEEN TRUSSES tb-r (TYP) co SEE TABI GLASS OR DOOR f-- w! —�'�1a CA a, ° . 2 z Z ._ ! n 3 3a CONT47 P BUILD OUT SECTION (TYP. TOP & BOTTOt•t) O hEj X c 4+ a) —� a X Approved ascomplylnZwith tht u SEE TABU ? -�� — " Florida Bn)ding Code 0. Lo (MAX. DESIGN LOAD = 56 P.S.F.) DntcO.S/z 172CC�Z. O SOFFIT CONNECTION DETAIL N O z i�..#61-n�t�,�,� Miaml Dade Prodact Control SCALE : 3" = 1'-0" 111 SCALE : 3" = V-0" w J 1 � Dy J z o tJ0 a r W -, Nn w y T N N C7 W zo Z in r 7 b) -FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" w! —�'�1a CA (al 24 0 C OR ODOR ° MAX. DESIGN LOAD= ±61.0 P.S.F. z Z ._ ! n 3 3a CONT47 P BUILD OUT SECTION (TYP. TOP & BOTTOt•t) O hEj X c 4+ SCALE: 3" = 1' - 0" —� a X Approved ascomplylnZwith tht Q � Ir Ua SEE TABU ? -�� — " Florida Bn)ding Code 0. 4 W (MAX. DESIGN LOAD = 56 P.S.F.) DntcO.S/z 172CC�Z. O SOFFIT CONNECTION DETAIL N O ALT. SOFFIT CONNECTION DETAIL i�..#61-n�t�,�,� Miaml Dade Prodact Control SCALE : 3" = 1'-0" L (] SCALE : 3" = V-0" Dins .,-, Cj Y Dy 1 cs cj z i z Z ._ cfjr X c to I-= a v 0 Q � Ir Ua Q y 0. 4 W d Z �w p Q ZI L (] L .,-, Cj Y X z w o tJ0 a r W -, Nn w y T N N C7 W zo Z in r XU j, r— Z ARE; ]Q� 4 Q� E � h rr7 U 7 O� V.J. KN t"L LI on NO: PE O3,0983 dere 3/06/011 .u« Idra.+n ey NS HOTrO AV d. ��qn bby I(cnectied b VJK d'.-2 n. DO -380__ sheet 4 of 10� EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE)-� --NON-STRUCTURAL FINISH " MAXI ,' MATERIAL BRICK OR WOOD SEE TABLE 2 GLASS OR 000 E-LCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION"TYPE 2" 2 _Y1/2" -%x l/4" MAX. O ' F U. 4 Z 1 W Ii J ; J 1 Wz al al x a F x A E J� (MAX. DESIGN LOAD ± 61 P.S.F.) ® WALL MOUNT SCALE : 3" = V-0- a1a 1/4-20 S.S. BOLTS W/ WINGNUTS @ 24" O.C. MAX. (TYP.) -, a MAY VARY � MAY VARY �J 1/2" 6" 6" 1/Z" rr r - IX3/8"0 HOLE FOR j I FASTENING PANEL — T — - — ' �- 2" x 2" 1/4"-20 STUD ALUM. ►A ' STUD ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1-1/2" = V-0" a 2" x 2" x 0.125" CONT. TO 4"x4"x0.125" 6063-T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" ) GRADE 40, GALV. STEEL ANGLE ALT. CORNER DETAIL l�J SCALE : 3" = 1'-0" 02/12/02 09:54 1-1/2 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. a UNCH HOLES IN ADJACENT ANELS TO RECEIVE THIS BOLT LACE PANEL OVER EACH ,DJACENT PANEL AND FASTEN 1INGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = V -0 - EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING vF_ %2 GLASS OR DOOR— SEE OOR SEE TABLE 2 —� b d 1- x 2" 2' x 2' x 0.055" 6063-T6 ALUM. TUBE 2' x 4' 2' x 5' OR2"x4"OR 2"x6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. /2" MAX. 1. Approved as complying with the Florida 8Win Code �) CONT. W" Dotc I &2 m ROAN O - Miami Dade Product Control to Dirn j w By !� W J E1 NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE :3" = V-0" tJ i d Z 8" x 3" x 1/4" ALUM. r ANGLE I � h j GLASS �..,� OR DOOR itl) J J. � Zo4' 56f GLASS� OR DOOR F ' r- .,I `1.a.• ZI 4 r2" x 3" x 1/8" ! y / ALUMINUM ANGLE 7/8" MIN. EMBED. N Z IN CONC. @ 4" O.C.�75:xzVi ` T a SEE TABLE 2 7 �~ i 1/4-20 S.S MACHINE %Z SEE TABLE 2 ! �• t u •/� 6 ALUM .57.193 a BOLT AND NUT Ew! T! it ANGLE E (al 12" O.C. JJi Q W MAX 1/8" TILE Lm W E; FINISH MATERIAL fu Y J` //* S QQ 0 N S7 0 > In f;•niy` 2.. x 4" x 1/8" CONT TUBE C4 1 ' ,. +�/rs-- } ALUM. (6063-T6) / EMB 0 POWERS CALK -IN + I /�- I'/ ( ( `1/4"0 POWERS CALK -IN (al 6" O.C. i WITH 7/8" MIN. EMB. IN CONC. OR @ 4" O.C. W/ 7/8" MIN. EMB. / ( � INTO CONC. OR HOLLOW BLOCK. In, I HOLLOW BLOCK OR 1/4'•0 LAG SCREW @ 12" O.C. W/ 1-1/2" MIN. EMB. 4021. x " x T/// 5 1/8" CON IN WOOD. I ANGLE 6061-T6 ALUM. 1/2"0 THRU BOLT (ASTM A 325) 12" / /i / ' %M3 @ O.0 �-- 1/4"0 POWERS CALK -IN @ 12" O.C. NOTES: THIS DETAIL MAY BE USED AT i // `� WITH 7/8" MIN. EMB. IN CONC. OR TOP OR BOTTOM OF PANEL. } HOLLOW BLOCK OR 1/4"0 LAG SCREW @r. 24" O.C. W/ 1-1/2" MIN. EMB. IN WOOD L 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063-T6 (MAX. DESIGN LOAD ± 72 P.S.F.) OEDGE MOUNT DETAIL (MAX. DESIGN LOAD ± 72 P.S.F.) SCALE : 3" =-1'-0' OSCALE "PASS THRU" DETAIL : 3" = 1'-0" 1-1/2 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. a UNCH HOLES IN ADJACENT ANELS TO RECEIVE THIS BOLT LACE PANEL OVER EACH ,DJACENT PANEL AND FASTEN 1INGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = V -0 - EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING vF_ %2 GLASS OR DOOR— SEE OOR SEE TABLE 2 —� b d 1- x 2" 2' x 2' x 0.055" 6063-T6 ALUM. TUBE 2' x 4' 2' x 5' OR2"x4"OR 2"x6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. /2" MAX. 1. Approved as complying with the Florida 8Win Code �) CONT. W" Dotc I &2 m ROAN O - Miami Dade Product Control to Dirn j w By !� W J E1 NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE :3" = V-0" tJ i d Z 8" x 3" x 1/4" ALUM. = ANGLE W (n 1/4"-20 STUD ' W/ NUT @ 6" O.C. FOUR 1/4"0 POWERS r2" x 3" x 1/8" CALK -IN ANCHORS W/ ; y / ALUMINUM ANGLE 7/8" MIN. EMBED. N U�). (� ! IN CONC. @ 4" O.C.�75:xzVi ` 1-1/2 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. a UNCH HOLES IN ADJACENT ANELS TO RECEIVE THIS BOLT LACE PANEL OVER EACH ,DJACENT PANEL AND FASTEN 1INGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = V -0 - EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING vF_ %2 GLASS OR DOOR— SEE OOR SEE TABLE 2 —� b d 1- x 2" 2' x 2' x 0.055" 6063-T6 ALUM. TUBE 2' x 4' 2' x 5' OR2"x4"OR 2"x6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. /2" MAX. 1. Approved as complying with the Florida 8Win Code �) CONT. W" Dotc I &2 m ROAN O - Miami Dade Product Control to Dirn j w By !� W J E1 NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE :3" = V-0" tJ i d Z W (n nnG't � 7 W Wu $ u o QO U�). (� ! rn If1I v a O. 3 Y O 3 _ K (nN T! it U Q W lu V W z fu Y =W V S QQ 0 N S7 0 > Nn °' r V.J. FL {0/783 Pic � 3/06/01)1 sial. - drawn -DY I AS NOTED AV designby V(Ch�[Fed br� 1K�, Vllf ^- drawing no 00-3801 sheet 5 of 10- { t r r 02 2" MIN. 7X1/4"0 RAWL CALK -IN (@ 4" O.C. % W/ 7/8" MIN. EMBED. IN CONE. GLASS OR HOLLOW BLOCK OR DOOR D. - �A//Xlz/ 1/4"-20 STUD & WINGNUT, PANEL 41a TO ANGLE CONNECTION 12" O.C. / I /FOR PANEL s 8'-8" AND 6' O.C. FOR PANEL LENGTHS GREATER THAN 8'-8" -1/2" MINI \i w Z t Q N j 1 � � r GL ~OR DOOR 4a. CONT. LA E SEE TABLE 2-\ -' I O ALT. TRAP MOUNT DETAIL SCALE - 3" = 1'-0" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" J] b d SEE MIN. SEPARATION I. x 2" FROM GLASS SCHED. ,12 x 2 x 0.055" 6063-76 ALUM. TUBE TABLE 2— 2" x 2" x, S" GLASS O 2 x 6 � P.T .T WOOD W000 BLOCKING OR DOOR — /—SEE 1 --SEE TABLE 2 i r_. — a j 2 x 3" t 6.CONT. } w 4 ; (2" x 4' x 1/8•• -� 2 "' x 5 "' II I Q 6063-T6 ANGLE b w } FASTENER, SEE ANCHOR to SCHEDULE REFERENCEul \ MB CONNECTION"TYPE 3" \ CI �� dl--�} j EMBED. _ a I � 6 6 i �1/4­0 MACH BOLT (la b" O.C. �-1/4"0 RAWL CALK-IN6" O.C. L1/4-20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN PONCRETE & WINGNUT p 12" O.C.; OR BLOCK OR ((�� 6" O.C. FOR PANEL LENEiTHS GREATER THAN 104". NOTE: 1. THIS DETAIL MAY BE USED AT (TYP. TOP & BOTTOM) TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1'-0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT f 1 a i -.N _. � IY18. 11 r=i3 -7/4-20 MACHINE BOLT & WINGNUT 12" O.C. OR @ 6" O.0 OR PANEL �- LENGTHS GREATER THAN 104" NON-STRUCTURAL �� 1 (TTYP. TOP & BOTTOM) I 2-1/2" T EXISTING CONCRETE. �`� -- --= HOLLOW BLOCK. OR WOOD FRAMING NOTE: THIS DETAIL MAY 13E USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT SCALE : 3" = 1'-0" USE@2 R(9.1 'WITH>1 � 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD-- / 1/2" O.D. x 4" I D. x 3/16" NYLON BUSHING '\ OR 1/4-20 S.S. NUT (TYP.)--. i MACHINE SCREW WITH .675" x .675" � 11IJY' x .125': -SQUARE HEAD 14� —5/16" I.D. AND Appro%ed as complying with the j / I 1/2" O.D. x 3/16" Florid itBald'I f 2 &Code z "'. \•%� L �l /' MINIMUM NYLON DateALFIN -20 tjOAN 0.3/Z,LOCATION BUSHING OR 1/4 /„ 1/16" NUT (GALVANIZED) OF STUD MIN. Miami Dide Prodact Control Dly!Ao C -TRACK ASSEMBLY - (BLOW UP) By C -TRACK ASSEMBLY (ISOMETRIC VIEW) SCALE: HALF SIZE ® N.T.S. Uig i z;: _y ; 8 cn t ¢ o GG_ll N S�t N CC J Ud b Nvt W U U, w > ¢W df N Z h U w otS L z Z 0�� o fA >z ¢ 4 w� Iv; Z Lu j zz z Yv r.:_.ora•..n0 no 00-38_0 i :t,aat'6 of 10 -� GLASS OR DOOR— •�1 •i 1 a ...I w, JI ca SEE TABLE 2 ta-� wl v�l -DETAIL AE � x!! m EI 0 _ Ow J{ 07 u' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE. CONNECTION"TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" J] b d SEE MIN. SEPARATION I. x 2" FROM GLASS SCHED. ,12 x 2 x 0.055" 6063-76 ALUM. TUBE TABLE 2— 2" x 2" x, S" GLASS O 2 x 6 � P.T .T WOOD W000 BLOCKING OR DOOR — /—SEE 1 --SEE TABLE 2 i r_. — a j 2 x 3" t 6.CONT. } w 4 ; (2" x 4' x 1/8•• -� 2 "' x 5 "' II I Q 6063-T6 ANGLE b w } FASTENER, SEE ANCHOR to SCHEDULE REFERENCEul \ MB CONNECTION"TYPE 3" \ CI �� dl--�} j EMBED. _ a I � 6 6 i �1/4­0 MACH BOLT (la b" O.C. �-1/4"0 RAWL CALK-IN6" O.C. L1/4-20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN PONCRETE & WINGNUT p 12" O.C.; OR BLOCK OR ((�� 6" O.C. FOR PANEL LENEiTHS GREATER THAN 104". NOTE: 1. THIS DETAIL MAY BE USED AT (TYP. TOP & BOTTOM) TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1'-0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT f 1 a i -.N _. � IY18. 11 r=i3 -7/4-20 MACHINE BOLT & WINGNUT 12" O.C. OR @ 6" O.0 OR PANEL �- LENGTHS GREATER THAN 104" NON-STRUCTURAL �� 1 (TTYP. TOP & BOTTOM) I 2-1/2" T EXISTING CONCRETE. �`� -- --= HOLLOW BLOCK. OR WOOD FRAMING NOTE: THIS DETAIL MAY 13E USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT SCALE : 3" = 1'-0" USE@2 R(9.1 'WITH>1 � 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD-- / 1/2" O.D. x 4" I D. x 3/16" NYLON BUSHING '\ OR 1/4-20 S.S. NUT (TYP.)--. i MACHINE SCREW WITH .675" x .675" � 11IJY' x .125': -SQUARE HEAD 14� —5/16" I.D. AND Appro%ed as complying with the j / I 1/2" O.D. x 3/16" Florid itBald'I f 2 &Code z "'. \•%� L �l /' MINIMUM NYLON DateALFIN -20 tjOAN 0.3/Z,LOCATION BUSHING OR 1/4 /„ 1/16" NUT (GALVANIZED) OF STUD MIN. Miami Dide Prodact Control Dly!Ao C -TRACK ASSEMBLY - (BLOW UP) By C -TRACK ASSEMBLY (ISOMETRIC VIEW) SCALE: HALF SIZE ® N.T.S. Uig i z;: _y ; 8 cn t ¢ o GG_ll N S�t N CC J Ud b Nvt W U U, w > ¢W df N Z h U w otS L z Z 0�� o fA >z ¢ 4 w� Iv; Z Lu j zz z Yv r.:_.ora•..n0 no 00-38_0 i :t,aat'6 of 10 -� O ti..m•a¢Y YTho4Wdf V... ..+.� ..._ .r/ P..r�eW. 4..wa•eP•I 4M+w sem• .M-ar.J .r ..r .J. .�e. � • w ..N ,.� v s .r .... •. .. ..�..r � ._..> r, -..ten .w -w.Y& M -• � V -r••. I • v lJJ ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE W C7cr Z=PSF ANCHOR TYPE LOAD (W) MAX. SPANS UP TO 5'-6" (SEE NOTE 1) SPANS UP TO 7'-6" (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE j W(SEE NOTE (!1 1) 1 2 1 3 4 5 1 23 4 5 1 2 3 4 5 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 171 Wm_ 67 12 12 12 12 11 12 9 10 12 8 12 6 8 12 6 1/4"0 ITW TAPCON OR 1/4"0 ELCO TAPCON W/ 1-3/4" MIN. EMBEDMENT 72 12 12 12 12 10 12 8 9 12 7 12 6 8L12 6 92 12 9 10 12 8 12 6 8 12 6 _ 12 6 8 6 (MIN. 3.000 P.S.I. CONCRETE) 112 12 6 8 12 6 12 6 8 — 12 — 6 12 — 6 — 8 6 200 12 .6 8 12 6 8 12 6 8 12 6 12 6 6 48 12 12 11 12 7 12 11 "5 8 . 12 5 12 -94 4 6 12 4 62 *bIlttlUalllllllllll'�11-- nllllluulllL-- 12 12 12 10 9 12 6 12 12 4 6y 6- 12 12 4 r. 9 7 3 3 67 8 12 5 4 7 72 12 8 7 12 S 1/4"111, ELCO MALE/ FEMALE"PANELMATE" WJ 1-3/4 MIN. EMBEDMENT JI. 1/4-20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 11 4 5 11 3 9 4 7 3 92 12 4 6 12 4 9 4 7 3 9 4 7 3 112 10 3 5 9 3 9 4 7 3 9 _ 4 7 3 200 9 47 3 9 4 7 3 9 4 7 3 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 * n1n1111 R1 11i I�-� 62 12 121 121 12 12 12 11 9 1 12 9 12 6 7 12 6 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 fli�I 1/4"a POWERS CALK -IN W/ 7/8" EMBEOMENT L 1/4-20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 72 12 12 12 9 11 9 12 — 12 11 12 8 8 12 8 12 6 7 12 6 92 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 W f— w62 48 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 67 12 11 9 12 5 12 4 7 12 4 10 3 S 8 3 V Z P0 v 1/4"0 POWERS RAWL ZAMAC NAIL IN W/ MIN EM EOMENT" (MIN. 3.000 P.S.I. CONCRETE) 72 92 12 8 9 12 5 12 4 6 12 3 10 3 5 S 8 8 3 3 12 4 7 12 4 10 3 5 8 3 10 3 112 10 3 S 9 3 10 3 5 8 3 10 3 S 8 3 200 10 3 5 8 3 10 3 S 8 3 10 3 S 8 3 48 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 _62 12 12 11 12 9 12 9 8 12 7 12 4 6 12 5 67 12 12 10 12 9 12 7 7 12 6 12 4 6 12 5 ��� _ ~mmn►-• �J 72 12 12 10 — 12 — 8 6 12 4 6 12 5 1/4"0 ITW REO HEAD DYNABOLT SLEEVE ANCHOR 8" MIN. EMBED.MBED. 12 6 7 12 92 12 7 7 12 6 12 _ 4 6 12 5 — 12 4 6 12 S 112 12 S 6 12 S 12 _ 4 6 12 5 12 4 _ 6 _ 12 S (MIN. 3.000 P.S.I. CONCRETE) 12 4 6 12 5 12 4 6 12 S 12 4 6 12 5 200 48 12 12 12 12 7 12 11 10 12 5 12 4 7 12 4 �lllllll�j11U11I11L' 62 12 12 10 12 6 12 5 7 12 4 9 S 7 3 67 12 10 9 12 W S 12 4 7 12 4 9 S 7 3 72 1/4"0 ASHLEY QUICK -SET SCREW WITH 1-1/4" MIN. EMBEDMENT 12 8 — 9 12 — S 11 — 9 4 6 — 5 11 __ 3 9 ~- 5 7 3 92 12 4 7 12 4 7 3 9 S 7 — 3 .(MIN. 3.000 P.S.I. CONCRETE) 112 10 3 5 9 3 9 9\ N 5 5 7 7 3 3 9\ 9\ S S 7 7 3 3 200 9 �� 5 7 3 48 12 12 12 j12 12 12 12 12 12 12 12 12 12 9 12 11 62 12 12 12 12 12 12 10 12 11 12 7 -7 7 -7 12 8 "8 � 67 12 12 12 12 12 12 12 10 12 it * 12- 12 1/4"0 POWERS RAWL DROP-IN 3, 1/4-20 SIDEWALK BOLT (3/t "O HEAD) W/ 1-1/t" MIN. EMBEDMENT 72 12 12 12 — 12 12 12 11 9 12 10 12 7 12 8 92 12 12 9 12 _ 10 12 7 7 12 8 — 12 _7 7 7 - 12 8 12 7 7 8 12 7 7 12 8 (MIN. 3.000 P.S.I. CONCRETE) 112 12 8 8 12 9 200 12 7 7 12. 8 12 7 7 �12 B 12 7 7 12 8 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. �I �1 rev is i o,n s I 0.050" ALUMINUM ,H �� •_!Ip - •-or �$<� — KNEZEVICH &ASSOCIATES, INC. 17 Q GI �I�= II ' -mL no dateer. Ol.enOuon STORM PANELS (CONSULTING ENGINEERS • PRODUCT TESTING (q i� � V(� I • O Iul0. 07JO{/OWJK ►Al V. OAA1diNn Ne fMHO II O . e1n1Jo1rAsAoo Ttstrw a eccn taa[KT 1200 N. UNIVERSIT'r DRIVE. SUITE 160 • FORT LAUDERDALE. FL 32S21 y i I ' iMA� P�aK'z - FLORIDA COA12206 iJ+ j p 7 i/10JOIMA EOYNIY ca""EN1L �n �•• t I O 7 W f 1 l ..�.W-lL (�) �1•i00n • FAX 1) �6i•i c • l \ �' �* WEBSITE: WWW.KNEZEVICH.COY • E4&AIL K114PIp�ViCNA= I o I ! o '` m@ I I lilaL (9:4) 915 -:Ci Il a pl".. Ma►nutaatu�Ina fot(954)96dG3o1 o a e\ I (p� I COPYRIGHT O 2001 KNEZEVICH t ASSOCIATES, INQ CI !pK 6T m Immu • www mom= lio �:•.QA ca�z�1�1� Z O p �c , 1 c 4 � 7 � � a • $ N � 90=- n ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS C7 j HvPSF O X 0: W f' N ANCHOR TYPE LOAD (W) MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5'-6" (SEE NOTE 1) SPANS UP TO 7'-6" (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 4 5 1 Z 3 4 5 1 2 3 1 4 1 5 48 12 12 9 12 5 12 8 7 12 3 8 3 5 8 1/4"0 ITW TAPCON OR 1/4"0 ELCO TAPCON W/ 1-1/4" MIN. EMBEDMENT 62 67 12 10 12 4 9 3 5 9 3 6 3 .3 3 5 5 5 5 _ \� 7 11 11 8 7 5 3 6 6 5 11 11 8 3 3 8 6 6 3 5 4 3 8"\1 8 5 \ 6\_N 63 6 \N, 72 92 112 7\ 4 6 6 N 3 5 6 -3 5 200 6 3 S 6 3 S\ 6\ 3 5 48 12 12 12 12 8 12 12 10 12 6 12 S 7 12 4 12 12 10 12 6 12 6 7 12 4 10 3 5 8 3 � �0.iLlllllZllllL� 62 67 12 11 9 12 S 12 5 7 12 4 10 3 S 8 3 72 92 112 9 9 12 5 — 12 4 - 6 12 - 4 - 10 3 S 8 3 1/4"m ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/4 MIN. EMBEDMENT b 1/4-20 MACHINE SCREW WITH NUT 12 — 12 4 7 12 4 10 3 S 8 3 10 3 S 8 _ 3 10 3 5 10 3 10 3 5 8 3 10 — 3 S 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 Y 48 12 12 10 12 6 12 10 7 12 S 11 4 5 11 3 0 m *jjj��a�o 62 12 12 8 12 5 12 5 5 12 3 8 4 6 67 12 9 7 12 4 it 4 S 11 3 8 4 6 72 12 7 6 12 4 10 3 S 10 3 8 4 6 W Lu Uj Lr ,L 1/4"m POWERS CALK -IN W/ 7/8" EMBEDMENT b 1/4-20 STAINLESS STEEL MACHINE SCREW 92 11 4 S 11 3 8 \ 4 6 8 4 6 112 9 8 4 4 8 6 8' 8 4 4 6 6 8 8 4 4 6 6 200 2 O 48 12 12 10 12 5 11 7 7 11 3 8 3 5 8 62 12 9 7 12 49 3 S 9 6 4 5 ORAWLZAMAC _f 0 1/4"0 POWERS NAIL -IN W/ 1-1/8" MIN. EMBEDMENT 67 11 10 8 6 7 5 3 \\ 7 610 11 8 6 5 3 3 �\ -' 8 7 6 6\, 6\ 3 \\ �\ 5 4 4 4 4 8 7\ 5 5 5 N 6 6 6 6 6 M, 4 4 4 4 4 5 5 5 _ 5 5 \\ 72 92 200 5 4 4 48 12 12 8 12 6 12 10 6 12 4 10 4 4 10 3 62 12 12 6 12 5 11 4 4 11 3 8 3 6 �\ ��'� llllll1111-• � I 67 12 9 6 — 12 — 4 — 10 — 4 4 10 --- 3 — 8\ 3 6 �. 5 4 3 3 12 10 7 6 4 3 \ 9 —�-• 8 8 8 3 \ \� '•,\ 4 3 3 3 9 6 6 6\ 3 \ 8 8 8 8\ .� `\ 3 3 3 3 6 6 6 \ 1/4"0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1-1/8" MIN. EMBED. 72 92 12 --_ 10 8 8 7 3 _\. \ 112 200 1IZ111tI1111111�C:'-- _48 _152 -.67 12 12 12 12 7 12 11 10 12 S 12 9_ 4 7 S 12 7 4 3 7� 12 •.12 10 10 9 12-_6. 12-_S_ 12 12 .5 4 7•-12 7 4 1/4"m ASHLEY OUICK-SET SCREW WITH 1-1/4" MIN. EMBEDMENT 7;_ 92_ 12- 12 8_ -4 9 7_ 12 1; � 4 11 9_ 4 6 _ 5_ .: 11 7 _112 200 10 9" 3 \` 5 S 9 7 3 3 95 9 �\ 5 7 7 3 3 9 9' �� S S� 7 7 3 3 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. �r Tc• ri1.- mL f N z Z T O O = < C7 z = " W a i revisions -- J 0.050"ALUMINUM I I STORM PANELS , r-- JKNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING J ' r ^�j �•t• Or 4•fer,Otlnn I l 0 '0)/00/O11W,q PREV CIAA 1 01/11/02 W ASADO USI WG L OCC* CDPWd { , i OL {I/1f/O2WA9 COUNTY COMMLNTS 1 I '-'� "�' _•• PxtaO - I���� 1"F/'' � rr•Bwq J LXG frt3-J "• .:✓ I I 1 Manufacturing ��� � qE�x�+ I I I i S OPV P.V S • AA2ecw PMICTS wrr11! t!G GI: a1 1260 N. UNIVERSrr( DRIVE. SUITE 180 • FORf tAUDEROALE, FL 33= TEL (B54) ]62.2800 - FAX �) X62-2989 • FLORIDA CoA #7205 ' 1 i WEBSRE: IVNM/.KNE<'EYICH.coIA . E#IAIL WI(310NEZEtAGt.COM I ICOPYRIGM D 2001 KNEZEVICH 8 ASSOCIATE&ING f—�--1— 1�—` I { J 9 I C3 ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS W LOAD MIN. 3/4" EDGE DISTANCE Vr Z= �? WF- ANCHOR TYPE (W) PSF MAX. (SEE NOTETYPE SPANS UP TO SPANS UP TO SPANS UP TO S -6' 7'-6" 10'-6" (SEE NOTE 1) (SEE NOTE i) (SEE NOTE 1) CONNECTION CONNECTION TYPE CONNECTION TYPE 1) 1 2 3( 4 S 1 2 I 3 4 S 1 12 3 4 5 4 B 12 12 12 12 12 121121 10 12 11 12 9 7 12 1 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 LI---ir-?il 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 1/4"0 x MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9* 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 48 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 O 67 12 1218 ' 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 - 6 O 7/16"0 WOOD BUSHING W/ 5/8" MIN. EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREW 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 1 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 72 12 12 12 12 12 12 1i 12 10 12 6 8 12 7 ,t , , 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 1/4-0 ELCO MALE/ FEMALE "PANELMATE" W/ 1-7/8" MIN EMBEDMENT 8 1/4_20 MACHINE SCREW WITH NUT 92 12 10 -- 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 — 7 200 12 6 8. 12 7 12 6 8 112 7 12 6 8 12 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ON", Y. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO 1 Ht,aE SHOWN IN TABLE 1. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. E. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. -r9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (� 6- O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.4-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4-20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. Approt'ed as eomplylogwith the Florida Btdding� e pate 2 ( Z OA Miami' Miami Dade Product Control piybio BY Uz Z;: H In .w ul WR � u r YYJJ 1—o�79 o ¢0 0a y _O Y N coy w v W � Q W W N = y U ul =Z fNNu x U,y O W 0 w� J Z II t N> zZ 'gym sc H, _—rdrs..n by ASM ITCO l AV doaign by 11 Chock* b� _ V_IM Ar •..,ny no 00-380 , sheat 9 at 10 1 T A B L E 1 u ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9-8 50.0. 9-5 55.0 9 - 2 60.0 8 - 9 62.0 8 - 7 65.0 8 - 5 67.0 8 - 2 70.0 7 - 10 72.0. 7 - 7. 75.0 7-3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 L. - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 T A B ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE L E 2 POSITIVE DESIGN LOAD(W) (PSFJ ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR NO BAR MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NO BAR 30.0 3- 0 2 3 1-1/8 4- 0 2 3 5- 0 2 3 7- 0 2 3 1-1/2 8- 8 2-1/8 3 2-1/8 10 - 6 3-3/4 3-3/4 3-3/8 0 • 40.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 7- 0 2 3 1-5/8 8- 8 2-1/2 3 2-1/2 10 - 0 3-3/4 3-3/4 3-1/2 50.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 7- 0 2 3 1-3/4 8- 8 2-3/4 3 2-3/4 9- 5 3-3/4 3-3/4 3-5/8 60.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 7- 0 2 3 1-7/8 8-8 3 3 3 9- 0 3-3/4 3-3/4 3-1/4 70.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 6- 0 2 3 1-7/8 7-0 3 3 3 8- 8 3-3/4 3-3/4 3 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD. TO DETERMINE STORM PANEL SPAN. (1 -max.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR ,LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4 ABOVE SCHEDULES t & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY Approved as complying srdtb ttte Florida DoW ng ode Date ZOO 2. NOAN 6 1- O Nldaml Dade Product CoatrW Did day (U z d z� w� v s 0 • '; W z VD N Cj � U fnlu QW W Sr �{ > 4 N z otl�� H W z = W U,, 1yV • (U $ Y o n >� Wr N Lu z0 s 'ROFES FL L P� a 76" MAX. (64" MAX. FOR 114„ TEMP. GLAZING) RAN 0-0, X 74.5" SQL 76" MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) W XOX 74.5" MAX. Robert L Clore, P.E. PE #3971~ structural XX 74.5" NON -IMPACT WINDOWS ( X AND XX CONFIGURATIONS ) 1.) GLAZING: DSB, 3/16" ANNEALED, 3/16" HEAT— STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: XXX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 5 & 6. 4.) ANCHORAGE. MAX. 6" FROM EACH CORNER XX CONFIG. 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS. F77--1518 & FTL-1519 NON --IMPACT WINDOWS ( XOX CONFIGUR477ON ) 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT—STRENGTHENED OR TEMPERED, 114m TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE. MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS. FTL-1520 & F71-1535 IfOYOV Dy: F.K. VVft: 6 9 03 ItV�/iIWIi: H—NO CHG T HIS S (nVoV C'■ 1�y VISED p co®pwg w Kh tbg nwwa R F Raved 8y L. T. 7 26/02 e: 4118102, Be CHG THIS SHT Ravlalona: F -=COMP. ANALYSIS O°� Coe OS one e sd F'. K. 9,P7101 E C MP. ANALYSIS P ar -%IMMNo-R.S. 2112197 INDUSTRIES DesorlDtian: FRONT VIEWS, ELEVATION, NON -IMPACT naa: '°NOKTECHNOLOGY 275 ALUMINUM CASEMENT WINDOWS P.O. BOX 1529 Serles/Model: Scale. Sheet Drawing No. Rev: NOKOMIS. FL 34274 C-700 1 NTS 1 1 of 9 1 330 H . f ' I120.000 MAX. _ I REFERENCE TEST REPORTS: F7L-1518, FTL-1519, FTL-1520 & FTL-1535 36.125" (28.875" MAX. FOR 1/4"" TEMPEREO) 74.50" MAX. (60" MAX. FOR 1/4" TEMPERED) SECTION Q -D 31.153" DAYLIGHT OPENING MAX. (23.9" MAX. FOR 1/4" TEMPERED) j I 35.653" (28.4" MAX. FOR 1/4" TEMPERED) 37.250" MAX. (30" MAX. FOR 1/4" TEMPERED) //- /J� 61' UID:UISTTRI-0- 14, e-11-1110 Robert L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY 011 NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 :K. 619103 H -REMOVE 3116 SG 45; 7,26/02 VrCHG THIS SHT d Or. Data: Reviekm T. 4118102 F -COMP. ANALYSIS :K. 9%7/01 E COMP. ANALYSIS R.S. 12/12/97 Deaariptlon: HORIZONTAL SECTIONS iw. ALUMINUM CASEMENT %ries/Modal: Scale: h"t: C— 700 1 NTS 1 2 of 9 WINDOWS No. Rev. Drowhtp 330 H 76.00 MAX. (64" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) .250 MAX. SHIM SPACE I 70.00 DAYLIGHT OPENING MAX. (58" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) —`f .250 MAX. SHIM SPACE REFERENCE TEST REPORTS: FTL-1518, FTL-1519, FTL-1520 & FTL-1535 64 250 MAX. SHIM SPACE GLAZING OPTION: 3f 16" Robert L. Clark. P.E. PE #39712 Structural GLAZING OPTION: 1 IN US R.S. 2112197, Deserlptian: VERTICAL SECTIONS Vve: '°NO OMS. L .54275ALUMINUM CASEMENT WINDOWS P.D. BOX 1529 Series/Model: Scale: I Sheet I Drawing No.Rev. NOKOMIS, FL 34274 C-700 NTS 3 of 9 330 H o F. K. &1'9103 W -REMOVE SG 457 PRODUCT REWWD compbft x" We Fin ift Ataptaft No 02-00% P-5 � Pnda lcaBnd —a 26/02 ?-VrCHG THIS SHT Ft-z"r Rewd Br. L. T. Date: 4118102 Revielanr. F -COMP. ANALYSIS Rmd Sy. F. K. Date. 917101 sv e: E—COMP. ANALYSIS Drawn Do* IN US R.S. 2112197, Deserlptian: VERTICAL SECTIONS Vve: '°NO OMS. L .54275ALUMINUM CASEMENT WINDOWS P.D. BOX 1529 Series/Model: Scale: I Sheet I Drawing No.Rev. NOKOMIS, FL 34274 C-700 NTS 3 of 9 330 H POME6MTHE ANALYSIS EOR., DSB GLASS 3116" ANNEALED GLASS CONFIGURATION: X CONFIGURATION: X WINDOW WIDTH FTL-1518 FTL-1519 WINDOW WIDTH POS 26.000(2) NEG POS 38.375 3 NEG POS WINDOW HEIGHT 50.625(4) NEG POS 63.000(5) NEG POS 76.000(6) NEG I POS 19.125 2 -75.0 75.0 -69.0 69.0 -56.7 56.7 -52.1 52.1 -49.2 49.2 20.000 2 -75.0 75.0 -64.2 64.2 -50.8 50.8 46.8 46.8 -43.2 43.2 24.000 3 -75.0 75.0 -54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 28.500 3 -75.0 75.0 -51.6 51.8 -38.1 36.1 -26.7 26.7 -22.8 22.8 30.000 4 -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 32.000 4 -56.2 66.2 -46.7 46.7 -33.8 33.8 -25.4 25.4 -18.6 18.6 34.000 4 -50.8 50.8 -44.7 44.7 -33.4 33.4 -25.4 25.4 -18.5 18.5 36.000 4 -46.4 46.4 -42.8 42.8 -32.7 32.7 1 -25.0 25.0 -18.8 18.8 . 37.260 (4 -44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 -18.9 1 18.9 OMP ANA YSI O : 3116" ANNEALED GLASS CONFIGURATION: X FTL-1518 WINDOW WIDTH FTL-1518 WINDOW WIDTH 26.000(2) NEG POS 38.375 NEG 3 POS WINDOW HEIGHT 50.626(4) NEG POS 63.000(5) NEG POS 76.000(6) NEG POS 19.125 2 -120.0 104.0 -120.0 104.0 -120.0 104.0 -104.6 104.0 -84.1 84.1 20.000 2 -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 24.000 3 -120.0 104.0 -108.4 104.0 -83.4 83.4 -71.6 71.6 -66.6 66.6 26.500 3 -98.8 98.8 -92.7 92.7 -69.8 1 69.6 -57.9 57.9 -52.6 52.6 30.000 4 -78.5 78.6 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 32.000 4 -70.2 70.2 -67.8 67.8 -55.7 55.7 -43.1 43.1 -36.1 36.1 34.000 4 -83.5 63.5 -60.0 60.0 -53.2 63.2 -40.1 40.1 -33.2 33.2 36.000 4 -58.0 68.0 -53.5 1 53.5 -50.8 60.8 -39.1 39.1 -31.6 31.6 37.250 4 -55.0 55.0 -60.0 1 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMP TIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED GLASS CONFIGURATION: X FTL-1518 WINDOW WIDTH WINDOW WIDTH 26-000(2) NEG POS 38.375 NEO 3 POS WINDOW HEIGHT 60.625(4) NEG POS 63.000(5) NEG POS 76.000(6) NEG POS 19.125 2 -135.0 104.0 -135.0 104.0 -135.0 104.0 -104.6 104.0 -84.1 84.1 20.000 2 -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100.8 -81.0 81.0 24.000 3 -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 26.500 3 -98.8 98.8 -98.8 98.8 -98.8 98.8 -81.1 81.1 -64.3 64.3 30.000 4 -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 58.4 32.000 4 -70.2 70.2 -67.8 67.8 -67.8 67.8 -67.8 67.8 -55.7 55.7 34.000 4 -63.5 63.5 -60.0 60.0 -80.0 60.0 -60.0 60.0-53.3 53.3 36.000 4 -58.0 1 58.0 -53.5 53.5 -53.5 53.5 1 -53.5 53.5 -51.2 51.2 37.250 (4 -55.0 55.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 1 50.0 COmP6MT1VE ANALYSIS FOR: 1/4" TEMPERED GLASS CONFIGURATION: X FTL-1520 WINDOW WIDTH WINDOW HEIGHT 26.000(2) 38.375 2 50.625(3) 63.000(4) 64.000(4) NEO POS NEG 'POS NEG POS NEG POS NEG POS 19.126 2 -135.0 75.3 -136.0 75.3 -132.3 75.3 -97.5 75.3 -95.5 75.3 20.000 2 -135.0 75.3 -135.0 76.3 1 -129.2 75.3 -94.7 75.3 1 -92.7 75.3 24.000 3 -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 26.5003 -96.2 75.3 -96.1 75.3 -96.1 1 75.3 -80.9 75.3 -79.0 1 75.3 30.000 3 -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 1evad By ReWabrts: MD= RMSED / \ F.K. 619103 H -NO CHG THIS SHT wwmpbftwftdk8FbWx W2:6102 - BaCHG THIS SHT N orad tt: ReWslana: L.T. 4118102 F -COMP. ANALYSIS le Id F.K. .9 at tM Rewdt7 01 E -COMP. ANALYSIS i °� prmodudc DI Oa s: IN USTRIAES R.S. 211 2 97 Deaortption: X OR X COMP. ANALYSIS - NON -IMPACT X TWO. 'OiOK iISN01� �"� ALUMINUM CASEMENT WINDOWS Robert L park, P.E. P.O. BOX 1529 Sees/Moder: Seale: Sheet: Drawing No. Raw PE J39712 NOKOMIS, FL J4274 C-700 TS 4 of 9 330 H Structural O RA 1N&Y§I§ EOR: EP_R_: DSB GLASS CONFIGURATION: XX WINDOW WIDTH FTL-1519 WINDOW WIDTH POS 26.000(2) NEG POS 38.375 NEG 2 POS WINDOW HEIGHT 60.625(3) NEG POS 63.000(4) NEG POS 76.000(6) NEG POS 37.000 6 -75.0 75.0 -72.9 72.9 -81.7 61.7 -56.8 56.8 -56.0 56.0 40.000 6 -75.0 75.0 -64.2 64.2 -50.8 50.8 -46.8 46.8 43.2 43.2 42.000 6 -75.0 75.0 -59.9 59.9 -46.8 46.8 -41.3 41.3 -37.5 37.5 48.000 8 -75.0 75.0 -54.1 54,1 -38.3 38.3 -30.1 30.1 -27.5 27.5 50.000 8 -75.0 76.0 -52.9 52.9 -37,4 37.4 -28.2 28.2 -25.3 25.3 53.125 8 -75.0 75.0 -51.6 51.6 •36.1 36.1 -26.6 26.6 -22.7 22.7 60.000 8 -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 72.000 10 -46.4 48.4 -42.8 1 42.8 -32.7 1 32.7 -25.0 25.0 -18.8 18.8 74.500 10) -44.0 44.0 -40.0 1 40.0 -31.8 1 31.8 -24.7 1 24.7 -18.8 18,8 CQMPARATIVE ANALYSIJ EOR: 3/16" ANNEALED GLASS CONFIGURATION: XX FTL-1518 WINDOW WIDTH 26.000(2) NEG POS 38.375 NEG 2 I POS WINDOW HEIGHT 50.625(3) NEO POS 03.000(4) NEG POS 76.000(5) NEG POS 37.000 6 -120.0 104.0 -120.0 104,0 -120.0 104.0 -107.5 104.0 -86.5 86.5 40,000 6 -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 42.000 _@2_ 8 -120.0 104.0 -120.0 104.0 -108.6 104.0 -96.9 98.9 -77.7 77.7 48.000 8 -120.0 104.0 -108.4 104.0 -83.4 83.4 1 -71.6 71.6 -66.6 66.6 50,000 8 -111.0 104.0 -101.6 101,6 -77.9 77.9 -65.4 65.4 -60.0 60.0 63.125 8 -98.4 98.4 -92.4 92.4 -69.3 69.3 -57.6 1 57.6 -52.3 52.3 60.000 8 78.5 78.6 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 72.000 10 -58.0 58.0 -53.5 63.5 -50.8 50.8 -39.1 39.1 -31.6 31.8 74.500 (10) -55.0 55.0 -50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 XX N ffiERS INQ PARENTHESES TIT F ANCHORS PER WE. CO PARATIVE ANALYSIS F R: 3/16" HEAT STRENGTHENED 1/4" TEMPERED GLASS CONFIGURATION: XX FTL-1518 WINDOW WIDTH 26.000(2) NEG POS 38.375 NEG 2 POS WINDOW HEIGHT 50.625(3) NEG POS 63.000(4) NEG POS 76.000(5) NEG POS 37,000 8 -135.0 104,0 -135.0 104.0 -135.0 104.0 -107.5 104.0 -86.5 86.5 40,000(6)_-135.0 6 -135.0 104.0 -135.0 104.0 1 -131.6 104.0 -100.8 100.8 1 -81.0 81.0 42.000 6 -135.0 104.0 -135.0 104.0 1 -126.8 104.0 -96.9 96.9 1 -77.7 77.7 48,000 6 -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 50,000 6 -111.0 104.0 -111.0 -104.0 -111.0 104.0 -84.6 84.6 -67.3 67.3 53.125 8 -98.4 98.4 -98.3 98.3 -98.3 98.3 -80.9 80.9 -84.1 64.1 60.000 8 -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 5$.4 72.000 10 -58.0 58.0 -53.5 53.5 -53.5 1 53.5 1 -53.5 53.5 -51.2 51.2 74.500 10 -55.0 65.0 -50.0 50.0 -50.0 1 50.0 1 -50.0 50.0 -50.0 50.0 COM ARATI ANALYSIS O . 1/4" TEMPERED GLASS CONFIGURATION: XX FTL-1520 WINDOW WIDTH 26.000(2) NEG POS 38.375 NEG 2 POS WINDOW HEIGHT .50.625 3 NEO POS 63.000(4) NEG POS 64.000(4) NEG POS 37.000(6)_-135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.6 75.3 40.000 6 -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 42.000 B -135.0 75.3 -135.0 75.3 -126.1 75.3 -91.8 75.3 -89.9 75.3. 48.000 6 -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 50.000 8 -108,0 75,3 -108.0 75.3 -108.0 75.3 -83.2 75.3 -81.3 75.3 53.125 6 -95.7 75.3 -95.775.3 -96.7 75.3 -80.8 75.3 -78.9 75.3 54.000 8 -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 76.3 1 -78.3 75.3 60.000 6) -76.4 75.3 -75.0 75.0 -76.0 76.0 -75.0 75.0 -75.0 75.0 Robert L Clark, P.E. PE #39712 Structural wadDot • s: PRODUCTREVIISED F. K.- 6 9 03 H -NO CHG THIS SHT�wN6theF%rWa 26/02 -V•CHG THIS SPIT ver!'.4118102 Daft.: we -yaws-.. L. T 4 18 02 F -COMP. ANALYSIS mm"VF.K. 9 7 O1 E-vb COMP. ANALYSIS cafiftel Date: PIDUS l� R.S 2112197 Deeenlptlon: COMP. ANALYSIS - NON -IMPACT XX nut: 10 0EC OLO3 DR"*E ALUMINUM CASEMENT WINDOWS NOM275 P.O. BOX 1,529 sed"/mo".Scale: Sheet: wing No. R Draev: NOKOWS, FL 34274 c-700 NTS 5 of 9 330 H COM ARA I -;-ANALYSIS FOR: 3/16" ANNEALED GLASS CONFIGURATION: XOX FTL-1535 FTL-1535 WINDOW WIDTH 26.000(2) NEG 26.000(2) NEG POS 38.375 NEG 2 POS WINDOW HEIGHT 50.626(3) NEG POS 63.000(4) NEG POS 64.000 NEG 4 I POS 60.000 10 -120.0 104.0 -81.4 81.4 -58.9 58.9 -47.0 47.0 -46.3 46.3 72.000(101.-104.5 -111.1 104.0 104.0 -89.2 69.2 1 -50.8 60.8 -39.1 39.1 -38.3 38.3 74.000 10 -101.0 101.0 -68.0 68.0 1 -50.1 50.1 -38.6 38.8 -37.7 37.7 84.000 11 -81.6 81.6 -60.3 60.3 1 -46.5 46.5 -36.9 36.9 1 -36.3 36.3 96.000 11 -62.5 62.5 -51.7 51.7 1 -43.0 43.0 -34.6 34.6 -34.0 34.0 106.375 12 -50.9 50.9 -46.2 46.2 1 -39.8 39.8 -32.4 32.4 -31.9 31.9 108.000 (1 2) -49.5 49.5 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 111.000 12 -46.9 46.9 -43.8 43.8 -38.0 38.0 -31.5 31.5 -31.0 31.0 120.000(13).-40.7 -40.7 1 40.7 40.7 -40.0 40.0 -35.2 35.2 -29.8 29.8 -29.3 29.3 COMEAWIVE ANALYSIS FO ' 3/16" HEAT STRENGTHENED GLASS CONFIGURATION: XOX FTL-1535 WINDOW WIDTH :CHG THIS SHT 26.000(2) NEG POS 38.375 NEG 2 POS WINDOW HEIGHT 60.625(3) NEG POS 63.000 NEG 4 POS 64.000(4) NEG - POS 60.000 10 -135.0 104.0 -120.6 104.0 -81.8 81.8 -61.8 61.8 -60.6 60.6 72.000 10 -111.1 104.0 -111.1 104.0 -73.0 73.0 -54.2 64.2 -53.1 53.1 74.000(10),-105.2 -99.5 75.3 104.0 -105.2 104.0 -71.9 71.9 -53.2 53.2 -52.1 52.1 84.000 11 -81.6 81.6 -81.6 81.6 -67.3 67.3 -49.0 49.0 -47.9 47.9 96.000(11)1---62.5 -89.9 .75.3 62.5 -62.5 62.5 -62.5 82.5 -45.3 45.3 -44.3 44.3 106.375 12 -50.9 50.9 -50.9 50.9 -50.9 50.9 -43.1 43.1 -42.1 42.1 108.000 12 -49.5 49.5 -49.4 49.4 -49.4 49.4 -42.8 42.8 -41.8 41.8 111.000 12 -46.9 46.9 -46.7 1 46.7 -46.7 1 46.7 -42.3 42.3 -41.3 1 41.3 120.000 13 -40.7 1 40.7 .40.0 40.0 -40.0 1 40.0 -40.0 40.0 -40.0 1 40.0 NOTE: NERS IN PARENTHESES ABOVE ARE MNIMUM QUANTITY OF ANCHORS PER IDE. QOMP6RAT Dow 619103 Revtalom H -NO CHG THIS SH S F R: 1/4" TEMPERED GLASS CONFIGURATION: XOX :CHG THIS SHT FTL-1520 WINDOW WIDTH 26.000 NEG 2 POS 38.375 NEG 2 POS WINDOW HEIGHT 50.625(3) NEG POS 63.000(4) NEG POS 64.000(4) NEG POS 60.000 10 -135.0 75.3 -135.0 75.3 -135.0 7.5.3 -115.8 75.3 -113.6 75.3 72.000 10 -135.0 75.3 -135.0 75.3 -135.0 75.3 -101.6 75.3 -99.5 75.3 74.000 10 -135.0 75.3 -135.0 75.3 1 -134.7 75.3 -99.7 75.3 -97.6 75.3 84.000 11 -135.0 75.3 -135.0 75.3 1 -126.1 75.3 -91.8 75.3 -89.9 .75.3 96.000' 11 -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 106.375 12 -95.5 75.3 -95.4 75.3 -95.4 75.3 -80.8 75.3 -78.9 75.3 108.000 12 -92.7 75.3 -92.6 75.3 -92.6 75.3-80.2 75.3 -78.3 75.3 111.000 12 -88.0 75.3 -87.7 75.3 -87.7 75.3-79.3 75.3 -77.4 1 75.3 120.000 13 -76.4 76.3 -75.0 75.0 -75.0 76.0j-75.0 75.0 -76.0 76.0 Of Robert L Clark, P.E. PE #39712 Struoturol sd By r� K. Dow 619103 Revtalom H -NO CHG THIS SH PRODUCT REVISED "0 mPbft whh ttie Fke4a codeop5 ter '7126102 :CHG THIS SHT L.1. 4118102 F -COMP. ANALYSIS1"0 Roved W. 00w ffewkm. wr F.K. 9 7 01 E - COMP. ANALYSIS prmc Dives INDF--R.S. 2112197 vm OMWA COMP. ANALYSIS - NON -IMPACT XOX nt1a. 10NO OMs, FL 3 275 ALUMINUM CASEMENT WINDOWS P.O. BOX 1529 Serles/mOdek Scoter Sheet: Drowing No. Rev: NOKOMIS, a 34274 C- 700 NTS 6 0► 9 330 H 1.751 .031 1� F N 1.250 .859 1 ALUM. 6063-T5 .03 1.094 !'a 2 , ALUM. 6063-T5 REFERENCE TEST REPORTS: FTL-1518, FTL--1519, FTL-1520 & FTL-1535 0.984 1.148 - 1.383 3 ALUM. 6063-T5 Robert L Clark, P.E. PE #39712 Structural .VJV 2 ALUM. 6063-T5 1.250 Ztvotm — K. 619101 H -ND CHG THIS S pRODDcr REVISED ea wmpbft wj& the Florida Nllkku"ca Ksptrd� Uste Rand tty L. T. ,26/02 Cote: 4118102 ��CHG THIS SHT Reviefonc F -COMP. ANALYSIS Roved F,K. 917101 E -COMP. ANALYSIS R.S. 12 97 1N DncdpNoe: EXTRUSIONS >Tde: 1070 ALUMINUM CASEMENT WINDOWS 275 serfQ°/m*-:16I' 1 scot° Sheet: 1 1 Orowtng No. 330 Rev: P.O. BOX 1.529 NOKOMIS, FL 34274 C-700 NTS 7 of 9 H SPACING 6" FROM CORNER, 16" MAX. SPACING ON CENTER TO ATTACH ITEM 21 TO MAIN FRAME AND FlXED MTG RAILS. REFERENCE TEST REPORTS: FTL-1516, FTL-1519, F77--1520 & FTL-1535 I TEMI VT # I DESCRIPTION j VENDOR I VENDOR 16 0 16 0 13 15 Robert L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOM IS. FL 34275 P.O. BOX 1529 NOKOM IS, FL 34274 F�Kg� 6 9 03 H- REMOVE SG 457 726/02 �1CHG THIS SHT msd By. doReviabna: L. .ts: 4 18 02 F -COMP. ANALYSIS a esv a zona: F.K. 9/7/01 E -COMP. ANALYSIS R.S. 12/12/97 I 0esarouan: FRONT V1 EWS mw. ALUMINUM C ELEVATION ASEMENT WINDOWS C-700 NTS 1 8 of 9 330 H 3/16" TAF NO C'SI NK 1.250 MIN. A a e 4 1 x WOOD BUCK MAX. TYP. HEAD, SILL JAMB J10 PA d r2=r% 2 x WOOD BUCK OR FRAMING MAX. TYP. HEAD, SILL JAMB Robert L Clark, P.E. PE #39712 Structural 10 PAi 1 x 4 WOOD BUCK TYP. HEAD, SILL JAMB ftsm-Z .MY INDUSTRIES 1070 XCHNOtOGY OR" NOKOMM FL 34273 P.O. BOX 1529 NOKOMIS, FL 34274 2 x 6 WOOD FRAMING MIN. 1-01By Pit. : g65/0 Revlon —NO CHG THIS SH Pkuuvt � nc a cs: +� ss eaeptyia� with the FLuidw A pt.noe No Dobe )rndaot .va . K.. 7%26/02 — b'CHG THIS SHT teQ By L. T. Date: 4118102 Re4sione: F -COMP. ANALYSIS F, K. 917101 ne: E -COMP. ANALYSIS YroR.S. 2112197 Dwa fptla4 XOX CONFIGURATION AND B.O.M. IWO. ALUMINUM CASEMENT WINDOWS Sertesluo". Scale: Sheet: browing No. Rev C-700 NTS 9 of 9 330 H 4 37 1/2" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING MAX. 6" X 13" MAX. O.C. - TYP. HEAD & SILL TYP. ' BOTH JAMBS 84 5/8" MAX. DAYLIGHT OPENING 13 1/4" HINGE CENTERLINE TYP. BOTH JAMBS ,L 6" MAX. NON -IMPACT D00RS 13" MAX. o.C. TYP. HEAD &SILL .) GLAZING: 3/16" TEMPERED .> CONFIGURATIONS: X, XX .) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. .) ANCHORS: HEAQ . & S►LL: MAX. 6" FROM CORNERS. (XIX ONLY) SPMAX ACI.G" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) .) MIAMI-DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS, DEAD BOLT & LEVER HANDLE. REFERENCE TEST REPORT: FTL-2333 1 SFF RWFFT 7 FOR SECTION DFTAILS_ 71 3/4" MAX. WIDTH 25`11/16" ANCHORAGE DETAIL SEE NOTE 4 84 5/8" MAX. DAYLIGHT OPENING COMPARATIVE ANALYSIS FOR: XX CONF HEICGM WIDTHS 80.000 (7) 84,000 (7) 95,500 1.102.6 46,000 (6) NEG -96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 71.750 (6) INEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 3/16" TEMPERED GLASS 16" GLASS SITE GLAZING DETAIL EXTERIOR ELEVATIONS ALUMINUM FRENCH 95 N HE VERTICAL SECTION K. .EXTERIOR 71 3/4" MAX. WIDTH - ACTIVE PANEL LTJ V 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) 68.264" OVERALL PANEL WIDTH HORIZONTAL SECTION -- XX CONFIG, uml uvn l ,.. 37 1/2" MAX. WIDTH LC.1 HORIZONTAL SECTION -- X CONFIG. A�2 e� �Xllez Robert L. Clark, P.E. PE #39712 i F.K. 7131102 1 C—ADD MAX. DIM.S Approved tevsd e: Revlelonw F Q 1128ZQTHISby: u0m D.B. 11/1 Z 00 ADD 2P LOCK kaim IV D.B. 9 5 97 Description: SECTIONS Wrier 1QNOKOMIµS, FLC342°75� ALUMINUM FRENCH DOOR P.O. BOX 1529 Selves/Model: I scale Sheet: Drawing No. NOKOMIS. FL_ 34274 — of w" the Rev: 1.750 4.000 n DOOR PANEL HEAD & SILL 6063-T5 ALUM. .050 1.620 .250 j L QWEATHER STRIP CHANNEL 6063-T5 ALUM. 2. n DOOR PANEL JAMB V 6063-T5 ALUM. .125 1.500 .750 �? TRUSS CLAMP 6063-T5 ALUM. .375 1, D. 25 l8 HINGE EXTRUSION 6063-T5 ALUM. 4.100 IR 4.100 4.675 Q3 DOOR PANEL ASTRAGAL 6063-T5 ALUM. 3.000 1.272 1.479 FRAME HEAD 6063-T5 ALUM. Robert L. Clark, A.E. PE #39712 1]r T INDAW 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 WWOMIS. A :14274 1.750 3.000 1.489 .489 [N U 3.000 9 OUTSWING THRESHOLD 6063-T5 ALUM. 6 FRAME JAMB 6063-T5 ALUM. F.K. 1 7/31/02 1 E -NO CHO THIS SHT I Z=A �, PlYMe wM tine F.K. fi 112001 D"ortptlon: EXTRUSION PROFILES ALUMINUM FRENCH DOOR cn_ 1n1 1 FITC l -9 r ti 0AA I el * lie � e, e Robert G Clark, P.E. PE #39712 21 I-� 1 i I 1 1 I C 4 � 1 I 1 I ( 1 1 � 1 L2 _POINT LOCK OPTION) F.K. 7131102 E—NO CHG THIS SHT ApPr "44 a" `"i°pWMS °A* 60 Rend W. t)ats: Awvftforw. bate aidlsa Com 0 F 2 G N0 D.B. 11 1 17 0 ADD 2P LOCK i Pvft �vat Ba01a D.B. 9 5 97 Oeacrtptlon: GLAZING DETAIL & EXPLODED VIEWS nue: 1070 TECHNOLOGY ALUMINUM FRENCH DOORNOKO P.O. BOX 1529 SedwlHodek Seale: Sheet: &vwing No. Rev. NOKOMIS. FL 34274 Fn— If) I NTS .3 of 5 1 F 1x WOOD BUCK •.a...tH , P �• '• t e 1 1/4" MIN. • 4 1/4" 1 1/2- MIN. MAX. 3/16" OR #10 WOOD SCREW 1/4- W/ #12 HD TAPCONS (SEE NOTE 2) TYP. HEAD #10 MIN. 2x & ITEM WOOD BUCK 1 TYP. H EAD ANCHOR FASTENERS ARE STAGGERED IN JAMBS 1 1/2" MIN. DESCRIPTION PGT# I QTY. LOCATION IEE a-JEEI a iii>it)<1t&1: 11•.iYII Iilw►_'Ml'1E!•1/H1 e1+1- siW-[=L7•[•I•I AIE Ma •)I-1 J'1 4,40m. F-' Wvw.=.VAa;7 3/16" OR 1/4" W/ #12 HD TAPCONS (SEE NOTE 2) GROUT MUST TRANSFER SHEAR LOAD TO SLAB. �..1 1/4- MAX. 1 1/4" MIN. • ..A: d, TVP. SILL N 1. I.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION 2. USE MIAMI—DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 F. K. 1 7/31 ea-wlp eD. B. 11 e.17 ADD 2P 1 OCfC D B. W. 9 5 97 ltl�� 4 ; G L ANCHORAGE & B.O.M. Title: '°'NOKOMIs FL 34275 ALUMINUM FRENCH DOOR Robert L. Clark, P.E.Sanas/Mode. Scale: Shoot: per, n►n PE #39712 P.O. BOX 182 knuM 91 aa97a rIn e.,• I AITC I A .,• r, as VENDOR AF— 103; sF_ s n �- with the Rew. nAA L" :I - i . MIN. 2x WOOD BUCK_ v -j ----,'A e ': 3 , 34 aw d • 4:� '• I, • dr O � V 36 .. •�'••f _rte-T v, 3/16" OR 1/4 1/4- W/ #12 HD MAX,- TAPCONS (SEE NOTE 2) 1/4 ....... 1x WOOD BUCK MAX. TYP. JAMB TYP. JAMB 3/16" OR 1/4" W/ #12 HD TAPCONS (SEE NOTE 2) GROUT MUST TRANSFER SHEAR LOAD TO SLAB. �..1 1/4- MAX. 1 1/4" MIN. • ..A: d, TVP. SILL N 1. I.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION 2. USE MIAMI—DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 F. K. 1 7/31 ea-wlp eD. B. 11 e.17 ADD 2P 1 OCfC D B. W. 9 5 97 ltl�� 4 ; G L ANCHORAGE & B.O.M. Title: '°'NOKOMIs FL 34275 ALUMINUM FRENCH DOOR Robert L. Clark, P.E.Sanas/Mode. Scale: Shoot: per, n►n PE #39712 P.O. BOX 182 knuM 91 aa97a rIn e.,• I AITC I A .,• r, as VENDOR AF— 103; sF_ s n �- with the Rew. nAA L" :I Item Dwg # Description Qty. PGT# 1 920 Sldellte Header 1 6920B 2 921 Sideltte Sill 1 60415 3 916 Sidelite Jamb 2 6038 4 1155 #8 x 1.000 Quad Pn. SMS 6 / Jamb 781 PQA 5 934 Sidelite Jamb Adapter 2 61641M 6 3/16" Tempered Glass 1 7 5/8" I.G. Glass - Comprised of 3/16" Tempered Glass, 114" Air Space and 3/16" Tempered Glass 1 8 986 SL Interior Bead 2 6986 13 4046 3/16" & 1/4' Grill Kit Bead 2 644842 14 989 3/16" Bead 2 6989 15 4057 5/8' IG Bead 2 64057 16 1224 Bulb, Thick Used in all Extruded Bead 2 6TP247 17 124 Applied Colonial Muntin, High (used on interior of door) As Req'd 66631 18 1240 Flat Bar used on interior of door As Req'd 68926T52 19 1262 Applied Muntin, High, Endplece used on interior of door As Req'd 41730 20 523 Applied Muntin, High, Intersect used on interior of door As Req'd 41726 21 1239 Applied Muntin, Low used on exterlor of door As Req'd 68421 22 547 Applied Muntin, Low, Endpiece used on exterior of door As Req'd 41652 23 522 Applied Muntin, Low, Intersect (used on exterior of door) As Req'd 41630 24 Setfing Block, 3/32" x 1/4' x 1" w a 6 712653K 25SetUng Block, 1/16" x 1/2" x 1" w/psa 4 71267K 26 Glazing Compound - Dow 899 or 995 As Req'd 27 Narrow Joint Sealant - Schnee -Morehead SM5504 or Equal As Req'd i .688 .055 1--.542 -� .805 .050 4�.678 -►�1.087 q 14 /16" BEAQ 6063-T5 11/17/03 .346 --1 j .050--6�7-8 1.057 -� • •-li 13 3216" & 1 !4" GRILL KIT BEAR 6063-T5 .363 , 1 .050 678 -� 1.096 15 x5/8" I.G. BEAD 6063-T5 3.100 1.479 5.459 6.085 .075 ( 1 J SIDELITE HEADER -/ 6063-T5 5.212 4.586 750 I 3.100 —►) OSIDEUTE SILL 6063-T5 .688 .890 830 .050 2.980 3.000 .050 Mol-� OS AM O5 SL JAMB ADAPTER 6063—T5 6063—T5 1070 TECFWOLOGYDRINE PARTS LIST AND EXTRUSION PROFILES NOKONiS, FL 34275 Tft P.O. BOX 15M -- ALUMINUM SIDELITE NOKOn11S, FL 34274 Visibly Better s' D-101 1 -- q 5 D"kvI'L992 l2/9'/ 3 Lucas A Turner; P.E. PE NS0201 Mechanical /4" �MAX. SHIM J 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) (WOOD) #10 SCREW OPTIONAL 1 x WOOD BUCK 1 (SEE NOTE 2).:. ' :. ` •: ; �: A; 1 1/4" MIN. 1/4 - MAX. /4"MAX. SHIM 0 TYPICAL HEADS (CONCRETE) 3/16" TAPCON (SEE NOTE 1) 1/4- MAX. SHIM -- • �-- 1 /2" MIN. 2x WOOD BUCK (SEE NOTE 2) DOD) 1 1/4 - Ix /4"1x WOOD BUCK MIN. (OPTIONAL WITH SOLID CONCRETE SUBSTRATE) (SEE NOTE 2) a' 3/16" TAPCON s. (SEE NOTEwf i ) . i (CONCRETE i? 'OR HOLLOW CONCRETE 1 BLOCK) 1/4" MAX. SHIM —►� I�-- TYPICAL JAMBS NOTES: 1. USE ONLY MIAMI—DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. A — IN MIAMI—DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B — OUTSIDE MIAMI—DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. F.K. 1/40J MAX. SHIM #10 SCREW (WOOD) 1 1 /2" 7fm MIN. 2x WOOD BUCK (SEE NOTE 2) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) SHIM 1/4 •...•. ; J `. MIN. 3/16" TAPCON (SEE NOTE 1) (CONCRETE) j I- o ==] �j MAX. �. • .. - - - - -; =::.- -_ - SHIM . • . • , MIN. % . . OPTIONAL 1 X WOOD BUCK (SEE NOTE 2) TYPICAL SILLS 1070 TWHNOLOGYDPJVF ANCHORAGE NOKOMIS. FL 34273 r M: P.O.BOX1my ALUMINUM SIDELITE NOKOM&, FL 34274 Visibly Bette ""' 311-" S'' '8"0. F&101 NTS 5 1_T7 992 Lucas A. Tumar, P.E. PE 1159201 Mechanical 95 3/4" MAX. HEIGHT 84 1/ DAY OPI 36 3/4" MAX. WIDTH 2Z A lelo ►IAV I iGy}t 13 1/2- MAX. O.C.-�-�--� OUTSIDE 11/17/03 I 6" MAX. b`^ NOTES: NON -IMPACT SIDELITES 1. GLAZING OPTIONS: A. 3/16 TEMPERED GLASS. B. 5/8" I,G. GLASS COMPRISED OF (2) UTES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (SEE TABLE BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). 3. ANCHORAGE (UNDERLINED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD. SILL & JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. 4. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 5, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCH DOOR - MIAMI-DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BETWEEN SIDELITE AND DOOR. 7. REFERENCE TEST REPORTS: FTL-3922 AND FTL-3923. j�- COMPARATIVE ANALYSIS (DESIGN PRESSURES PSF) GLASS FTL-3923, 3/16" TEMPERED TYPES: FTL-3922, 5/8" I.G. (3/16"T, 1/4"SPACE, 3/167) SIDELITE WIDTH 79 3/4" SIDELITE HEIGHT 83 3/4" 87 3/4" 9531411 103/411 100.0 -210.0 100.0 -202.5 100.0 -192.7 100.0 -175.6 117/8" 100.0 -194.6 100.0 -184.6 100.0 -175.6 100.0 -160.0 12 3/4" 100.0 -182.4 100.0 -172.9 100.0 -164.4 100.0 -149.7 19" 100.0 -127.8 100.0 -120.9 100.0 -114.8 100.0 -104.1 213/411 100.0 -113.9 100.0 -107.6 100.0 -102.0 92.4 -92.4 27 3/4" 93.3 -93.3 88.0 -88.0 83.2 -83.2 75.1 -75.1 36 3/4" 60.0 -60.0 60.0 1 -60.0 1 60.0 1 -60.0 60.0 -60.0 1070 TECtWOLOGYDRIVE NOKOMIB, FL 94275 P.O. BOX 1528 NOKOAfid, FL 34274 ELEVATION, NOTES AND DESIGN PRESSURES ALUMINUM SIDELITE Visibly Bette s 3°"t FD -101 NTS 1 m 5 992 Lucas A. Tumer. P.E. PE 4W201 a.13_neid_31 I a 3/ N. rE Ir 3/16" TEMPERED GLASS NL TE 5/8" I.G GLAZING DETAIL 3/16" GLAZING DETAIL RevadBy. Dale: RgvftW9: DA "1P y, B„a,,, ., 1070 TECHNOLOGYOR/VE GLAZING DETAILS NOKOMIS. FL 34273 -to: movkww THVa P.O. BOX 1528 ALUMINUM SIDELITE Dram BX oal�: c d r��: NOKOMIS,FL34274 Visibly Bette FD -101 1x 2 a 5 F.K. 1(/17/03 , Z- �- Z- 1 �L/f$'/o Lucas A. Tumer, P.E. PE #58281 Mechanical MAX. HEIGHT 3.100" --1 VERTICAL SECTION WIDTH - I HORIZONTAL SECTION a R o CORNER CONSTRUCTION (JAMB ADAPTER REMOVED) 1070 TEC14NOLOGYDRIVESECTIONS AND CORNER CONSTRUCTION NOKOR4lS, FL 34273' P.O. BOX 1529 ALUMINUM S/DELITE NOKOMJS,FL34274 Visibly Bett® sem: s.�roroder am-"ft 1I2x 1 3 ., 5 992 3.100" ,.,JI•Z'CaL' •�zsr�c�•� I�i�rB'fo � Lucas. A. Tumer, P.E. PE AT)8201 Mechanfcal Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: `!�®/�d`�� MG 1"5 DAT / I � 1 s� l ADDRESS: � O � � � /®% 1 /GL�L�. T° g 3, 3i? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as y own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Y - Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice;7bers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building If the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or subst tally improved it for sale or lease, which violates the exemption. 4 Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial ��/"/ 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employe d� while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acq'�ig as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. �� Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. / Initial V/ 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Infial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta:/ANww.myfloddalicense.comidbor/aro/cilbfiindex.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible fgthe proposed construction activity at Ilowing address: i� t 641h S �, '3313? Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this _day of , 20 By1L--QrcrU-11% CK � who was personally known tome or who has Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. - r 2'06 13 ( U d Owner's Name (Fee Simple Tale Holder):�� k ' G &'g J Owner's Address: D l g City: I WW,4 State : �G Job Address (Of where work is being done):_ City: Miami Shores Contractor's Company Name: Address: City: Qualifier's Name: f i State:—Florida State: Phone #: 3o�-7 c>& s-7 9 I Phone #: Lic. Number: Zip Code: 3 3 Zip Code: Zip Code: Architect/ Engineer of Record Name: Q(4) 2-V,- Phone #: Address: City: State: 46 -rr S Desdribe Work: gam'$" X• Zip Code: 6–Tz I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shore harmless for all legal involvement. n k—, Signature 2e) Signature owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this \1 day ofd Dam ,201'bk i-'-) this day of . 20 by Who is personally known to me or who has produced umm who is personally known to me or who has produced Notary Public: Sign: Seal: as Indentification. ROBERT B VICKERS 1401 NE 101ST STREET MIAMI SHORES, FL. 33138 305-790-5899 January 3, 2013 To: Florida Professional Services, LTD CO. 100 NE 891' Street, El Portal, FL. 33138 To whom it may concern; This letter is to inform FLORIDA PROFESSIONAL SERVICES, LTD CO that you're company is no longer contractor of record and your services have ceased and desisted on the following property: Property Address: 1401 NE 101St Street Miami Shores, Fl. 33138 Parcel #: 1132050230140 Legal Description: Miami Shores Bay PK ESTS PB 55- 83 LOT 3 Property Owner: Robert B. Vickers Sincerely, ;? L -j' r'�— )/� - Robert B. Vickers — Property Owner 305-790-5899 W4CK I IFIED (D ticMa�nn For dellvery' nfixmatl 0 a Q a ti O r - . TO I _ Total: $5.75 Paid by: Cash $10.00 Change Due: -$4.25 Order stamps at usps.com/shop or call 1-800-Stamp24. Go to usps.com/clicknship. to print shipping labels'wfth po'stage. For other information call 1 -800 -ASK -USPS. Get your mail when and where you want it with a secure Post Office Box. Sign up for a box online at usps.com/poboxes. **************************************** Bill#: 1000100378834 Clerk: 10 All sales final on stamps and postage Refunds for guaranteed'services only Thank you for your business ******** * ****************************** * HELP US SERVE YOU BETTER Go to: https://postalexperience.com/Pos TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE YOUR OPINION COUNTS Customer Copy � N m m I 00 C') m ` ID ggZ' m €L m 2 271 a Q a I m a N O CL S a � 3 3 C3 ru p O K m C3 3 O A W 0 c3 0 ❑ ❑ ❑ � _ M 3 W 1113❑ Er, W to ru - 0 o v 7D N ❑ m CL °D8-omo O S L O 3 3 CL SW C =rA 0 O _ agg3 3 .. =« _ Q % W CD3 ID '0 C11 gOr In, QP so CL 3 o m @ o VL3 7 io m � m m m I ID m €L (- a Q a I m a CL S � 3 1311ak p O K FORK! 600A 2001 �►± �s �® FLORIDA ENERGY EFFICIENCY CODE REC EIVEW " Fiords Depaltrrent of Cornmundy Affaffs. APR ®� 2004 Residential Whole Building Performance lett Project Name: VICKERS RESIDENCE Builder. o Address: 1401 N.E.101 TH STREET Permitting Mice: NIIAINI City, State: Y! M11 SHORES, FL Permit Munber. Owner. Jurisdiction Numb. 231M Climate Zane: South 1. New construction or existing Addition _ 12. Cooling systems 2. Single family ormulti-f nfly Stogie family — a. Central Unit Cap: 42.0 kBUvk 3. Number ofuai%if=1 -ff m y 1 — SEER 12.00 — 4. Number of 1 — b. N/A S. Is this a worst ? No — — 6. Canditioned fie" ea 1454 W° — 7. Blass area & type Siegle Pace Double Paw —— a. Clear glass, default U -factor 336.0 ft2 0.0 it — b. Delimit tint 0.0 iii dl� ff — I Cap: 34.1 kBtn/br — c. Labeled U or SHGC OA ft2 0.0 ft2 aff COP: 1.00 S. Floor types — — a. Slab4k-C� Edge hualation R -0 -0r,109 -0(p) ft b. NIA c. N/A 9. Wall types _ 14. ` Nat water system — a. Concrete, Int bwd, Exterior R-3 -7, 1196 0 W — a. Electric Resisbume Cap: 40.0 gallons — b. N/A — EF: 0.88 _ c. N/A — b. N/A — d N/A — — e. N/A c. Comservation — 10. Ceiling types (HR Heat recovery, Solar a. Under Attic R=19.0,1454.0 IF _ I)I11=1)efficated heatpump) b. N/A _ 15. HVAC credits PT, — c. NIA (CF -Ceiling. fait, CV4Cmssvenh7ati=6 11. Butts — HF -Whole house fes, a. Sup: Unc. Ret: Unc. Ali. h9miar Sap R=&% 25.0 ft b. N/A h47C-h411lJd2MWcoa1in& MM-H-AIulfizoae heating) Gkms/Fl= 023 +tat d.d:;.e o m & 20568 that the plans and specftations covered on are in compliance with the Fbrlda BY: _, I h y certify that this building, as designed, is in plianc>e with the Florida Energy Code. OWNER/AGENT: DATE: Energ Gau, go& t /srshm. FLRCPH v3.301 PDF cued with FinePrint factory Pao trW version www.odffagin.com om FORM 6001# 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Detaill ADDRESS:1401 N.E.101 TH STREET, MIANII SHORES, FL, 00000-00 PERMIT#: EneMyGatrget6 DCA Form 60092001 Erre /FW1ES2DD1 RJICPB V3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X 6SPM = Points Overhang Floor Area Type/SC Ornt Leri Hgt Area X SPM X SOF = Points .18 14 .0 32-50 85 .9 Single. Clow N 4.0 &0 132.0 36.46 0.79 37822 simkk am E 4.0 6.0 90A 78.71 0.65 45842 ShKJw Clew S 4.0 6.0 2440 as,- 0.60 959.5 Single:, Clear W 4.0 6.0, 9ti'.0 700.53, 0.67 4221.1 As-Su8t'ratid: 338,0 13547.0 WALT. TYPES Area X BSPIVI = Points Type RWalle Area X SPM = Points Adjacent 0.0 0:00 a,a CancreK loll toned, 32 11913.0 7-63 3145.5 Exterior 1196.0 Z70 3229.2 Base Fatal: 1198.0 32892 As- 3ufft Tatai: 11989 3145.5 DOOR TYPES Area X BSPM = Points Type Area X SRM = Points Adjacent 0LO falai tto Extertor 0:0 (1w 0-0 Base Tatal: 0,0 &0 As-Buillt TaW: 0-0 0.0 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic U".0 z8o 4W12 WiterAttic 19:0 1454.0 3.723€1-00 5408.9 Base Total: 1454.0 40712 As -Built Tatai: 145CO 5408.9 FLOOR TYPES Area X BSPM = "Points Type R Value Area X SPM = Points Slab 109:0(p) 20.0 2180.0 Edge Insdatiom 0.0 tagm(p 20.00 2180.0 Raised 0.0 0.00 0 0 Base Tatal: 2180:0 As43uilt Total: 109:0 -2180.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1454.0 18.79 2732&7 1454.0 111-79 27320.7 EneMyGatrget6 DCA Form 60092001 Erre /FW1ES2DD1 RJICPB V3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:1401 N.E.101 TH STREET, MIAMI SHORES, FL, 00000 PERMIT* 71 BASE AS -BUILT Summer Base Pokft: 40947.0 Summer As -Built Points: 47242.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Muftwer Polrft Component Ratio Multiplier Multiplier Mu Wojer Points x o x AHU) 47242.0 1.0 (1.013 x 1.165-x.f? 9 4 CUM (x.90 14348.1 40947.0 0.42SO 17468.0 472420 1.00 1..125 0.284 0.950 14348.1 ErteMyGauge- DCA Fann 8 2001 EmmWyGauga&FWRES2001 FUMPS v3.30 FORM 6GOA 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A _ Detaill ADDRESS- 1401 N.E.101 TH STREET, MIAMI SHORES, FL, 00000-90 PERMIT # EnerggDaugeQ DCA Fonn 6O 2009 geVFiaRES22001 Ft RWB v3:30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Poin . .18 1484.0 2w 617.7 ale, Clear N 4.0 6.0 132.0 6.03 0.97 776.0 Stile, Clear E 4.0 6.0 90'.0 4.77 1.07 458.5 ShKile, Clear S 4.0 6.0' 24.0 4-49 1.22 131.2 Single;. Clear W 4.0, 6.0 900 5:491 1.02 5021 As-'8ulit Total: 336.0 1867.7 WALL TYPES Area X BWPM = Pawft Type R' -Value Area X WPM = Points Adjacent Oto 0.00 0.0 :Concrete; Int Insul, Exterior 3:2 11964 1.17 1399.3 Exterior 11sed1 M60 717:6 Base Total: 1196.0 717.6 As-Bul t Thai: 119.0 1399.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0:0 0100 0,0 Exterior 0.0 4104 &0 Base Total- 0.0 O.0 . As-Rudit Tbtai: +IRO 0.0 CEILING TYPES Area X BWPM = Points Type l- Valu Area X WPM X WCM= Points Under Attic 94.54.0 MID 145:4 ,RtralerA c 19:0, 14544 GA4 X I.OG 203.6 Bass Total: 1454.0 145.4 As -Built Total: 1484.0 203.6 FLOOR TYPES Area X BWPM = Points Type R Value Ara X WPM = Points Slab 109.0(p) 2.9 2299 On Girade Edi ftwiladan 0.0 109.0(( 2-10 228.9 Raised MG 0100! a.0 Base Total: -228.9 As-Butit ToW: 109.0 -228.9 INFILTRATION Area X BWPM = Pointy Area X WPM = Points 14MA -0.08 -7.2 1454.0 -OAS -87.2 EnerggDaugeQ DCA Fonn 6O 2009 geVFiaRES22001 Ft RWB v3:30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole wilding Performance Method A - Details ADDRESS: 1401 N.E. 101 TH STREET, MIAMI SHORES, FL, 40000.00 PERMIT It BASE AS -BUILT (Minter Base Points: 11164.5 Winter As-BWitt Points: 3154.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiples Multiplier Points (QM x QW x AHU) 3154.5 1.000 €1di9 x.1.11 x1j 1.804 Qsw 3407.6 1164.5 0.5274 730.6 3154.5 1.00 1.137 1.000 0;950 3407.6 EneMyGauge- WA Fw m 600A-2001 EnwWyGwjq9&V1dWS2W1 FLRCPS v3.30 PDF created with FinePrint pdfFackxy Pro fiat version www.24ffggiM.com om FORM 60OA 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential d • Performance Method ADDRESS.1401 N.E.101 TH STREET, MIAMI SHORES, FL, 00000-00 PERMIT # SASE BASE AS -BUILT AS -BUILT WATER HEATING 17468 731 2369 20568 1 14348 3408 2369 20125 Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 236908 230.0 401.0, 0:8 1, 1.W 2369.00 100 2369.0 AMUK Total: 230.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heaft + Hot Water = Totat Points Points Points Points Cooling;. + Heating + Hot Wa=d = Total Points Points Points Points 17468 731 2369 20568 1 14348 3408 2369 20125 PASS EneWGaugeTAH DCA Foran A-2001 Eaa WGaugeWFW;tE52001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.%Lffacto[y.co FORM 60OA► 2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:1401 N.E. 101 TH STREET, MIAMI SHORES, FL, 00000-00 PERMIT* 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST exterior Windows & Coors GW.1ABC.1.1 Maxinarrn_z dnftJL window mew 5 Onftk urea. Exterior & Adjacent Wags 6WAABC 1.21 Cauk gasket, dip, or seat beth whvIrmsildom & liames, stmaunding v * foundation & well sole or sill ,plate; Jants'between exterior wall ,panals at corners; uffft perae"tratJorJs;'between yell pare & top1bottorn motes; between walls and fes. EXCEPTION: Frame we where a cordinuous W111hation banrlw Is hadall8di #W eodertds Floors 606.1ABC.1.22 EXCEPTION. Frame floors where"a candmicus klilhatim tracer Is &d [a seated to the perimeter, penstrallons and seems. Callings 606.IJ=.1.2.3 Batmen walls & callings; pereftVans of ceiling ,plane of top floor around shafts, tom, sAts, chimneys, r abiraets sealed tocontinuousalrbarrim gspslngypb=d&toppJaW aft ate. EXCEPTIOX Frame ceilings vhsre a corOnwas inliralion barrier Is IC or non -IG rated, Installed Inside Rein LighlFrng Fixhnn I 6f 1ABC_124 I seated ype IG tux with 1W clearance & S' fiom un rated with no penetratibris, seakKL- or n or TypelC rated v r 7-dm 0fcmtna MuIR-slory Houses 6W.IABC.1.2.5 lAtrbwdwonpa*mterafftwcavftbetuemlwis. Addtitonal Infiltrallo n rets IMMASC.11.3 I ExImust fauns vented to oul doors. combustion space heaters comply with NFPA, I Water Heaters 1612.9 1 cw*y w&dv efliciency reuluanrementa in Table 6-12. Switch or deary maricetd circuit I Swimming Pools & Spas 1612.1 I Spas & fuesoed Pools must have Oman; (except solar haat xld pools of Z'&% - Sham heads 6121 Water flaw must be restricted to no more than 2.5 gallons per mimic at 80 PSIG. Air DMrft on Systems 610.9 All ducts, fillings, mechanical a nt and ,planum chambers small be mechanically attecirsd, sealed, dtmulataC and dnstailsd in accordance with the oriterla of Sin 616. Controls 16117.1 ion I 664.1, ff}2.1 EnergyGaugeTu OCA Foran 60DA-2001 Corrnnong� &.i7ousrs R 11.. S'2WI FLRCPB v3.30 PDF created with FinePrint pdFactory Pro kW mien www.cdffagLory.com ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE' = 84.2 The h%her the score, the more efficient the hme. ,1401 N.E.101 TH STREET, MIAMI SHORES, F@, 0000"0 1. New construction or adsting Addition — 12. Cam systema 2. Single family ormalti-busily Sin& family — a. Centra unit Cap: 42.0 kBuilbr ._ 3. Number of units, ifmuffi-fay, 1 — SEER: 12.00 — 4. Number of Hedroms 1 — b. N/A _ 5. Is this aroao case? No — — 6. Conditioned floor am (W) 1454 W c. N/A — 7. Glass area & type Single Pane Double Pane — — a. Cis -single paw 3XO fat 0.0 ftp _ 13. Heating systeema, b. Clear - double pane 0.0 W 0.0 W — a. Electric Strip Cap: 34.1 kBtu/hr — c. TaVother SHGC - simgle pane 0.0 ftp 0.0 W — COP: 1.00 — d. Tintlother SHGC -,double pane b. N/A — S. Floor types — — a. Slab -On -Grade Edge bmulation R=0-0, 109- 0(p) A — c_ N/A — b. N/A c. N/A 14. Hoc water system 9. Walt types — a. Electric Resistance Cap: 40.0 gallons — a. Concrete, Int lasul, Exterior R=33,1196.01t2 — EF: 0.88 b. N/A _ gib. N/A — e. N/A d. N/A — c. Conservation credits— e. N/A (H1141eat recov-:g Solas 10. Ceiling types — DBP heatpump) a. Under Attic R=19.0,1454.0 ft= — 15. HVAC credits PT, — b. NIA — (CF-Cmlwg fan, CV -Cross veatilauon, c. NIA HF -Whale house fan, 11. Ducts — PT-Progmmmable T stB4 a. Sup: Unc. Ret: Ute. AH: Interior Sup. Rei% 25.0 ft — 101 - coop b. N/A W H Multimmb ) I certify that this home has complied with the Ronda Energy Efficiency Code For Building Construction duough the above energy saving; features which will be installed (or exceeded) in this home before final inspection. Odierwise, a now EPL Display Card w di be completed based on installed Codc cep Builder Signature: Date:. Address of New Hoarse. City/ Zip: *NOTE: The home's estimated energy performance scare is only avacdable through the FARES eomputerprogram. This a not a Budding Energy RahW 4 your score is 80 or greater (or 86 for a US EPAIDOE Energy,Siarludengnation), your home may qualify, ° mew efflekney mortgage (EF.M, � i�yor� obtain a F � tsauge Rating. Contact the Energy barge Boldine at 3211638-14412 or see the Energy Gauge web site at www,�sgeucJ edu for information and a list of eertiyW Raters. For information about Florida's Energy Eficiency Code For Buiddmg Construction, contact the Dqwhxod ofCorrmmumly affairs at 8301187-1824. EnezWQauge0 (Version: FLRICPB v3.30) PDF created with FmePfint pdWactary Pro tW version wwwr.pcffactory.com �PP:OCESS# FOLIO# 11-32(}5423-0140 C.O.R. EL -4.81' f FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the Inshudions on Dam 1-7. O.M.B. No. 3067-0077 Expires DECEMBER 31, 2005 SECTION A- PROPERTY OWNER INFORMATION Forirsuierwe+Use; BUILDING OWNER'S NAME PoUcy IVu O ROBERT B. VICKERS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Comipairp NAIL Number' 1401 N.E. 101sT STREET CITY STATE ZIP CODE MIAMI SHORES Florida 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BLOCK 3, -MIAMI SHORES BAY PARK ESTATES" PLAT BOOK 55 AT PAGE 83 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( 01- ##' - ##.#If' or ##.#####) ❑ NAD 1927 )] NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION _ B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES J 120652 1 MIAMI -DARE FLORIDA B4. MAP AMID PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL N B9. BASE FLOOD ELEVATION(S) NUMBER 1 3-2-94 EFFECTIVEJREVISED DATE B8, FLOOD ZONE(S) (Zone A0, use depth of flooding) 0093 m to servicing the budding (Describe in a Comments area) -lam. ❑ t) Lowest 7-17-95 AE 9 FEET B10. Indicate the source of the Base Flood Beveition ffQ data or base flood depth entered in B9. ❑ AS Prolfie XXX FIRM ❑ Commurdy Determined ❑ Other (Describe): B11. Indcate the elevation detnm used for the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Omer (Destnbe): B12 Is the buil ft located in a Coastal BanierResources System ((MRS) area or Otherwise ProtadedArea (OPA)? ❑ Yes X No Designation Data SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on ❑ CmIru hm DrawuiW ❑ Bullft Under Cardudion• X Fined Construction 'A new Elevation Cerlibda will be required when saran don of the builft is CM*AD C2. Building Diagam Number 8 (Select the buil ing the buddng for which this cerlibda is being cmVeted -see pages 6 and 7. If no dagam accualely represents the building, p wide a sketch or photograph.) C3. Elevations- Zones Al AM, AE, AH, A (with BFE), VE, V1 430, V (vath BFq, AR, ARIA, ARAE, ARIA1-A30, AR/AH, ARIAO Complete Items C3 -w below aocordng to the kidding diagram specified to Item C2. State the daUrn used. If the dahm is different from the datum used for the BFE in Section B. convert the datum to that used for the BFE. Show 6ebl measurements and datum conversion kalarlefion. Use the space provided or the Garments area of Section D or Section G, as appropriate, to docunera the datum cowersion. Datun NGVD29 CornreasiadCan ails NONE Elevation reference marls used Col Im-BM Does me elevation ref mark used the FIRM,3 ❑ V_ X erenoe appear an No U a) Top of bottom floor (including basement or ew sure) 8 59 ft(m) U b) Top of next higher floor . NA _m(m) N U c) Bottom of bwed horizontal structural murdw (V zones o*) NAA . _t(m) U d) Attached garage (top of slab) 8. -9-ft(m) U e) Lowest elevation of machinery angor ew pnent m to servicing the budding (Describe in a Comments area) -lam. ❑ t) Lowest �R(m) z adjacent (fines garde (LAG) y U g) Highest adacent (fines g ode (HAG) U h) No. of permanent openings mad vents) MM 1 ftabove ac(aoent grade NIA U ) Total arm of ag permanent openings (fbodvents) m C3 h NIAso f L (sq -1 J SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealant by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the ft formatlon In Sections A, B, and C on Ills certitkate represents my best effo& to Interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO.1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR LAND SURVEYOR ADDRESS CITY STATE ZIP CODE 9245 S.W. 44TH STREET MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE JANUARY 15TH 2004 (305) 2213416 IMPORTANT: In mese spaces, copy the corresponding infomu don from Section A For Insurance company Use: BUILDING STREET ADDRESSInclude - -- ( n9 Apt., UniX Side, anchor Bldg. No.) OR P.O. ROUTE AND BOX N0. Phi Numk>a 1401 N.E. 101 STREET CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FLORIDA 333138 ......... ..... SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) M%rc rroe age ntfcar Wy, and (3) building owns. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), wriplete Items; E1 through E4. If the Elevation Certificate is intended for use as supporting hfomration for a LOMA or LOMR-F, Section C must be completed E1. Builcing Diagram Nurbw_(Sdect the building diagram most send to the building for %fth f)tis ceffmte is being completed — see pages 6 and 7. If rw dagrarn aocuratey represents the building, provide a sketch or phoWgiaph.) E2. The top of the bottom flarx (inducing basement or endosure) of the boiling is _ t(m) _in.(om) ❑ above or ❑ below (check one) the highest acfacent grade. (Use natural grade, t available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building. is _ ft.(m) _in.(an) above the highest add mt Bade. Complete items C3.h and C3.i onii ont d fam. E4. For Zone AO ony: If no flood depth number is available, is the flop of the bottom floor elevated in accordance Hath the conmurWs floodplain management ardnance? E] Yes Q No ❑ Un known. The local official must certify this infarnaton in Section G. SECTION F - PROPERTY OWNER PR OWNER'S REPRESENTATIVE) CERTIFICATION The property mjw or awner's authorized represenlatve who completes Sections A, B, C (Iters C3.h and C3J ony), and E for ZareA (without a FEMA -issued or community - issued BFE) or Zane AO must sign here. The sWemexds in Sectors A, B, C, and E are correct to tte best of rrry knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATNE'S NAME ADDRESS CITY STATE ZIP CODE FLORIDA SIGNATURE DATE TELEPHONE ❑ Check hem if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the eormundys 11ooc0ain management ordnance cern oonplete Sedias A. B. C (or E), and G of this Elevation Certificate. Complete the applicable tern(s) and sign below. G1. E] The infomraiion in Section C was taken from otYher documentation that hasbeen sighed and embossed by a li ersed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indcale the source and data of the elevation data in the Cormtents area below.) G2. E] A community official completed Section E for a buldmg located in Zone A (without a FEMA -issued or c ormurdty-issued BFE) or Zone A0. G3. E] The following infwneition (Items G4 -G9) is provided for co murdyy floocoaah management purposes. G7. This permit has been issued to E] Neve Coristruction ❑ Substantial Imtprovement G8. Elevation of as -built taws flour (inducting baserraerA d fie buitding r _• _t(M) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ftp) ft(m) Datura: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE .1�1VAlulm-_ DATE here If attachments QEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY Ask ASBESTOS DYNATECH ENGINEERING • . s Miami, December 22, 2003 Mr. Mark A. Campbell MARK A. CAMPBELL A 1 A ARCHITECTS 373 NE 92°d Street Miami Shores, FL 33138 Re: Residence @ 1401 NE 101st Street Miami Shores, FL Dear Mr. Campbell: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING • Pursuant to your request; DYNATECH ENGINEERING CORP., completed a Subsoil Investigation on December 12, 2003 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structures and pool. A total of (2) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 30' below existing ground surface. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): Depth From To Description cleTy 0'- V 01= 6" Topsoil andgras 0'- 6" '61-611 Tan/Gray sand 6'- 6" 8'- 0" Gray silt 81-091 10'- 0" Brown silty sa 0 109- 0" 30'- V Tan sandy lime rock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 5' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 750 West 84 Street, Hialeah, FL 33014-3618 - Phone (305) 828-7499 - Fax (305) 828-9598 is— ,— • Page No. 2 1401 NE 101 st Street, Miami Shores, FL • • A) Alternative I: Proposed Addition: Based on our understanding of the proposed structure and our field boring logs; it is evident that the deep foundation system are needed to support the proposed addition without detrimental settlement to the structure. f� Deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Size Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth in Tons in Tons Lateral Compression Tension Capacity in Tons Pin Piles To Refusal 3 Inch 5 Tons 2 Tons 1 Ton Type A of B Helical Piles 22' BLS 3 Inch 10 Tons 2 Tons 1 Ton Auger Cast Piles 22' BLS 12 Inch 25 Tons 7 Tons 2 Tons Auger Cast Piles 22' BLS 14 Inch 35 Tons 10 Tons 4 Tons Precast Concrete Piles 22' BLS 10"x 10" 17 Tons 5 Tons 1 Tons Precast Concrete Piles 22' BLS 12"x 12" 25 Tons 7 Tons 2 Tons Precast Concrete Piles 22' BLS 14"x 14" 35 Tons 10 Tons 4 Tons tsLb: tselow Existing Land Surface Estimated Lateral Load for a pile Top Deflection of/4 inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. In the case of the Pin, Helical, or Precast piles a minimum of 4 piles shall be driven to determine production pile length. All work shall be performed in accordance with the applicable building code. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 — % times the diagonal dimensions of rectangular piles, but in no case less than 30 inches. . Page No. 3 1401 NE 10 1 st Street, Miami Shores, FL B) Alternative H: Proposed Pool Silt and sand with organic was encountered at a depth of 6'- 6" and extending to 10'-0" below land surface. This material must be removed and replaced with compacted gravel prior to pool and deck construction. The above recommendation being achieved and verified, it is our opinion that the proposed pool be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. • Sincerely yours, Wiss Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN/Jg • 3 DYNATECH E NGINEERING CORP. • 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT Mark A. Campbell Architects DATE: 12-19-03 PROJECT Residence HOLE NO.: B-1 ADDRESS 1401 NE 101 "t Street, North Miami, FL DRILLER: AS & LD LOCATION See attached plan EPT)Ei. DESCRIPTIC?N QF MATERLdiI,S „ SAMPLE HAMMER "N >. Ntl. B�LQW3 Cil . SOLER _ _ 1 2 Hand H.A. 2 3 05- 0" to 09- 6" TOPSOIL & GRASS 4 12 12 20 4 8 8 5 6 0'- 6" to 19- 6" TAN MEDIUM SAND 6 6 3 5 2 2 8 1'- 6" to 61- 0" TAN MEDIUM SAND WITH 8 1 I 2 9 ROCK FRAGMENTS 1 1 10 10 2 2 5 11 6'-0" to 6'-6" LIGHT GRAY MEDIUM SAND 12 3 9 9 10 12 20 13 6'-6" to 8'-0" GRAY SILT 14 10 20 14 9 19 14 15 8'-0" to 10'-0" 10 11 16 DARK BROWN SILTY SAND 16 19 21 44 17 23 27 18 TAN MEDIUM SAND WITH 18 A A 19 10'-0" to 11'-6" ROCK FRAGMENTS ` 20 20 A A 21 11'-6" to 30'-0" TAN SANDY LIME ROCK 22 22 A A 23 24 24 23 25 51 25 26 24 26 26 A A 27 28 28 A A 29 30 30 A A 31 32 32 33 34 34 35 36 36 37 38 38 Water Level: 5' Below Surface As a mu w protwdion to camt, the pbbo and =sdv, an mpmu are almia d as the confidential p„ pmy of fienm mW auhnfizWon for pubfication of statement conalosions or moadts from or regarding our reports is reseaved pending on mw w men approval. 4 DYNATECH -ENGINEERING CORP. • 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT Mark A. Campbell Architects DATE: 12-19-03 PROJECT Residence HOLE NO.: B-2 ADDRESS 1401 NE 101` Street, North Miami, FL DRILLER: AS & LD LOCATION See attached plan w aier Level: 5 itwow Surface As a morcel protection to dents, the public sod ourselves, all reports are submitted as the confidemW property of clients, and authorization for publication of sratemem conclusions or esttacts from or regarft our reports is reserved peadmg on our written approval. 5 EPTH 7DE "N"kR � BLQR+'8 ON 1 2 Hand H.A. 2 3 09- 0" to 01- 6" TOPSOIL & GRASS 4 6 7 13 4 6 6 5 01- 6" to 21- 6" BROWN MEDIUM SAND WITH 6 3 2 3 3 � ROCK FRAGMENTS 1 1 8 1 1 1 9 2'- 6" " to 6'- 0 TAN MEDIUM SAND WITH - 1 10 ROCK FRAGMENTS 10 A A 11 12 69-011 to 81-011 GRAY SILT 12 A A 13 14 8'-0" to 10'-0" DART{ BROWN SILTY SAND 14 A A 15 16 16 19 17 33 17 TAN MEDIUM SAND WITH 16 15 18 10'-0" to 11'-6" ROCK FRAGMENTS 18 A A 19 20 11'-6" to 30'-0" TAN SANDY LIlVIE ROCK 20 A A 21 22 22 A A 23 24 24 21 23 48 25 25 27 26 26 A A 27 28 28 A A 29 30 30 A A 31 32 32 33 34 34 35 36 36 37 38 38 w aier Level: 5 itwow Surface As a morcel protection to dents, the public sod ourselves, all reports are submitted as the confidemW property of clients, and authorization for publication of sratemem conclusions or esttacts from or regarft our reports is reserved peadmg on our written approval. 5 • I ui w EXIST. t` ELECtRInAL Ml= TER I 1 I j I ' 1 1 � 1 L. ARF A OF NEW WORK P 03 14wa-Aj 0 (o I inc APPALA EXIST. 140 WATERaP6 -�- METER BORING 1 1 ow I I I I EXISTING #1401 i ONE STORY RESIDENCE 1 EXIST. DRIVEWAY i I l 80,90' R ,// N.L. 14TH AVE, SiT E U L/A N (),SCALE: 1/ 16 95 1 -0 a W z • APPENDIX r� U r'1 U 0 Appendix Drilling Procedures The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D-1586. A two -feet long, two-inch O.D. split spoon sampler was driver_ into the ground by successive blows with a 140 lbs, hammer dropping 30 inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples The number of blows required for one -foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non -cohesive soils and the consistency of cohesive soils. It is general practice that the sum *of the number of blows required for the second and third six-inch penetration are added to determine the N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used. Therefore the samples were taken at intervals of 2 feet or at every change in soils characteristics. • GEOTECHNICAL DYNATECH ENGINEERING CORP. TESTING LABORATORIES D`p Otp C..sstr tnsn • ENVIRONMENTAL InatganiC Clays at low to ORI LUNG SERVICES - W"' -sand mrsturn, Itttle or no firm HYDROGEOLOGY P.O. BOX 17x106 INSPECTION SERVICES s. t7 in Yi� CHEMIS75 HIALEAH, FLORIDA 33017.0406 ROOFING W»I-wnd mraturn. o GG Ss p PHONE: (305) 628.4418 litt4 or no fwas !r V V - t i o EClio4 Atterb- lucre poet bsbw `A" line g KEY CLASSIFICATION AND SYMMLS S'l eels. Wwsl-sad- W Wt nrsluna u Clio m n CORRELATION OF PENETRATION RESISTANCE WITH rn hatched r« NO pordwl.M dstt.l.cat.a^ dud ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY Clayey gravels, gravel -sand• F I Cone Standard Clay miatur« ° Qpa • $ ^ Penetration Penetration Relative Cu' D66� o i✓ute. thrr S Test s2 Tests Density ITN or no fora Kg/C.`I blows/Ft . Poorly Waded swrds end gro slay sar•dt. W14 or n0 Irn« SOFT Rock core crumbles when handled 0-16 0-4 Very Loose ylry ssrdl. Wtdyilt miaNr« 17-40 5-10 Loose to hatched r« we bordwl.M clswhest- of dwl MEDIUM Can break core with your hands SANDS 41-80 11-20 Firm >I 'n Attrbwg timrts Cbt as IMM •rd plsn•e•ry -60.gr«u. $halt 7 • 81-120 21-30 Very Firm MODERATELY Thin edges of rock core can 1v Over 120 31-50 Dense HARD broken.with fingers Consistencv 0-3 0-2 Very Soft HARD Thin edges of rock core cannot be broken with fingers 4-9 3-4 Soft SILTS 10-17 5-8 Firm VERY HARD Rock core rings when struck with AND a hammer (cherts) CLAYS 1.8-31 9-15 Stiff 32-60 16-30 Very Stiff Over 60 31=50- Hard MODIFIERS PARTICLE SIZE • Approximate Boulder > 12 in. Fines Content Modifiers - Cobble 3 to 12 in. 5% to 120% _ Slightly Silty or Slightly clayey Gravel 4.76m to 3 in. 12% to 30% Silty or clayey Sand 0.074mm to 4.76mm 30% to 501% Very Silty or Very Clayey Silt 0.005mm to 0.074mm Clay < 0. 005= • $Alto, 0.4iorttI Group $yntbol{ GW 33 Gv GM 3: GC SW U :: SP SM SC ML CL OL CH ON Typical NaeMt Ctssuf cstro+ Cr•Iww "nm, rock flour, rsty of D`p Otp C..sstr tnsn • Wsll9mded gravel. InatganiC Clays at low to rrtad•ttrn pl«ticiry. WNelly W"' -sand mrsturn, Itttle or no firm y E r tDad= Be+..•tn t and 3 Ct • Clays. I•sn clays s. t7 in Yi� t Poorly Ill, gravels { L W»I-wnd mraturn. o GG Ss p Not met "both crr161e tar GW litt4 or no fwas !r V V - t i o EClio4 Atterb- lucre poet bsbw `A" line g AnsrEwo 1~5 Plattrn, S'l eels. Wwsl-sad- W Wt nrsluna u Clio m n a pUnKrry rrrors IN Than rn hatched r« NO pordwl.M dstt.l.cat.a^ dud •'A•' Clayey gravels, gravel -sand• F I Attrttrg larva 0101 sear• IMM reauurng yw of Clay miatur« ° Qpa • $ ^ and 01 -0 -City mels W aster then 7 sHnbols Cu' D66� o i✓ute. thrr S MMI-Fsd.d yard* end _ 8 ITN or no fora _ ^ d i ■ 2 •� 3�1 A i at - S i a ,e u i h Ct •S Brnv«n 1 0-d1 t0 • 10 Poorly Waded swrds end gro slay sar•dt. W14 or n0 Irn« Not n4eloif bock CMD'A fa SW -- Attwbwg t—ts dot bslov. "A" Irnt Anwbwg 1rn.ts p1011- ylry ssrdl. Wtdyilt miaNr« • $ 8 or psst.Crh mess ley than 4 to hatched r« we bordwl.M clswhest- of dwl -A" Cbyey sands, sane<tay mixtures" >I 'n Attrbwg timrts Cbt as IMM •rd plsn•e•ry -60.gr«u. $halt 7 • raquauq ur ayr.•bWs Inorganic silts• cry fin• « "nm, rock flour, rsty of c4yey bM sends « InatganiC Clays at low to rrtad•ttrn pl«ticiry. WNelly « cls". sandy Clays. silty t Clays. I•sn clays 1 OrpontC siltt end orgsnk silty Clay$ of 1M plsstrcaly { L Ind gni$ silts, mttsa,out or dratomtetous fine sand$ at tills. •Ian -C pito . t Inorganic clays of hide ptstrctty. fat Clays Vrs- h Nt K••� C�••r- 0 ..- •.—+w �rrw+s -��.� •r •ter+ Vrs- 1 • to « to « se � •e Orgmie clays of medium a... a+•• to high plasticity 18/22/2M4 99:24 95477189M o A o { N- 1,7, {c IW V' 1401 NE 101 &MOM F r.. 1 �f" tY... 1.3 s,77 771 77T."71 ri- CA g��` •s fiy M1' 1,101 NW aft SWO FL LMdM%ftk FWAU MW 7" -MM FM PSG August 14, 2013 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Vickers Residence 1401 NE 101st Street Miami Shores, Florida 33138 Dear Sir; Permit #BP2004-489 AUG This letter is to advise that we inspected the following items during construction to include: A. Reinforced Masonry, B. The installation of roof trusses to include hurricane straps, sheathing and nailing. All work meets the requirements of the approved plans and specifications as well as the 2010 Florida Building Code. Please call if we can provide any additional information. Very truly ours dward A. Lan Ls, P.E. President '850 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 33016 j' PHN: (30-)823-3938'' FAX: (305)823-9355 .. , Miami Shores Village WED Building Department -1—eft".E.2nd Avenue, Miami Shores, Florida 33138 Tel: -- �� (1 nrVF_fT ;,--t101 )756.8972 BUILDING II ft 2 a' 2825 t permit vo. PERMIT APPLICATION z o o z _ _ „�aster Permit' Ivo. sgp FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /� ��� P , Phone # Owner's Addrecc �- City-�4 ww's6 State !"!®AW,0W Tenant/Lessee Name Phone # Job Address (where the work is being done) /��� '6 /as/ S� City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO_,>!L_ Contractor's Company Name lilgfe� A-0 Y<rflooe Phone # Contractor's Address -:-�o 'F3r Ste' city ::57, /%1'r A e State_o Zip Qualifier z�;7p State Certificate or Registration No.�' %� �%� ( Certificate of Competency No. Architect/Engineer's Name (if applicable) & beE b /Pr,tc. -1 Phone #% 6;� 7 $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ ' CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning_ Bond $ Code Enforcement $ Structural Plan Review. $ NQ C50 Total Fee Now Due $ , (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this �r day of 2(}6 r' by , who is personally_known_to me or who has produced NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: as identification and who did take an oath. 1/' _ # z;3r,taN r -..'z - SSRI® of F104d9 )Uest nD ew4i F Ahi � ,; sa. d: ak de&desk Ne�la,kL�a/�sk skakde �k ak �k �k �k�knk'k �kak�kDk�ksk,k,k�kak�ksk APPLICATION APPROVED BY: � 1,0,r sTG1,C f fans Examiner �� Zoning Chc 05/13/03 F_V_°�r 7035 SW 44P STREET HMIAMI, 015) 667-6797 BESTCONTRACT # (p57 FAX: (305) 667-0592 Russ 1-800-273-1034 F vv vv vvv ENGINEERING PACKAGE CONTRACTOR: `��� 'FrvPE&® C' ADDRESS: %40 1 t,16 l®► St. ,� a� A. 0 SALES PERSON: PREPARED BY: Acl `JOB # DWG #c -,21Z ENGINEERING DATE: ONE SET `2- COPIES, RECEIVED BY:. DATE:.- PRINT ATE: - PRINT NAME: OK TO RELEASE ENGINEERING. X DATE: NOTE: THIS ENGINEERING IS VALUAELEII ADDITIONAL CHARGES FOR EXTRA COPIES AND/OR REPLACEMENTS11 REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO THE SELLER PRIOR TO INSTALLATIONII I4314/ch 03/31/05 a ' To: Truss List FLORIDA PROFESIONAL SERV. Protect: Model: Block No: Deliver To: Lot No: Date: 1401 NE. 101 ST. Contact Site Office MIAMI SHORES,FL. Account No: Deliver To Address3 Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following Job Page: 1 of 1 Date: 7/26/2005 Project 5G08 Account No: Designer: mtm Salesperson Quote The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0009 Total: 9 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61 G 15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7-98 per FBC 2001. Wind speed 146 mph. Exp -C Category II: Importance factor --1.00 Truss Truss Truss Truss 0001 CJs 0002 H1 0003 H2 0004 HG1 0005 J1 0008 J3 0007 J5 0008 J7 0009 T1 REMBERTO CONTRERAS- PE• Consulting Engineer CiviVStructural 30 N.W. 87 Avenue, #C-101 Miami, FL 33172 Phone: (305) 687-8797 (Florida P.E. 21522) 000*00 - - - - . . -. // Miami, rL owl , - r Phone: (305) 687-6797 (Florida P.E. 21522) JUL 2 6 2005 To: Production List Job Number: ` FLORIDA PROFESIONAL SERV. Page: Date: 1 07-26-2005 - 11:46:47 AM Project: Block No: Model: Lot No: Project ID: 5G08 Contact: Site: Office: Deliver To: 1401 NE. 101 ST. Account No: Designer: mtm Name: Phone: MIAMI SHORES,FL. Salesperson: F Quote Number. Tentative Deliv Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2-6-5 21 BF -Ea 85 Total 4 CJ9 45 lbs. each 9-10-1 ROOFTRUSS 2.12 0.00 2-9-15 0-0-0 3-0-6 47 BF -Ea 93 Total 2 Hl 23-1-0 ROOFTRUSs 3.00 2-0-0 2-0-0 98 lbs. each 0.00 3-6 - 6 53 BF -Ea 107 Total 2 H2 23-1-0 RoOFTRUSS 3.00 2-0-0 2-0-0 �'� �� ✓' � � 107 lbs. each 0.00 (2) 2 -Ply 2-653 - 6 BF -Ea 213 Total 4 HGl 23-1-0 ROOFTRUSS 3.00 2-0-0 2-0-0 108 lbs. each 0.00 1-0-6 4 BF -Ea 32 Total 8 Jl 1-0-0 ROOFTRUSS 3.00 2-0-0 0-0-0 7 lbs. each 0.00 1 - 6 - 6 7 BF -Ea 59 Total 8 J3 3-0-0 ROOFTRUSs 3.00 2-0-0 0-0-0 14 lbs. each 0.00 2-0-6 10 BF -Ea 80 Total 8 J5 5-0-0 ROOFTRUSS 3.00 2-0-0 0-0-0 20 lbs. each 0.00 2-6-6 13 BF -Ea. 152 Total 12 J7 7-0-0 ROOFTRUSS 3.00 2-0-0 0-0-0 27 lbs. each I 1 0.00 3 - 8 - 0 45 BF -Ea 179 Total 4 T1 23-1-0 ROOFTRUSS 3.00 2-0-0 2-0-0 -� 97 lbs. each 0.00 RENISEM CONTRERAS, P.E. Consulting Eng!ineer CiviV.Structural 30 N.W. 87_ Avenue, #C-101 Miami, rL owl , - r Phone: (305) 687-6797 (Florida P.E. 21522) JUL 2 6 2005 Job Truss Truss Type City FLORIDA PROFESIONAL SERVICES 0001 5GO8 CJ9 ROOF TRUSS 4 17, Jab Reference tions! BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.100 s Sep 17 2004 MITek Industries, Ina Tue Jul 2811:49:28 2005 Page 1 -2-9-15 5-6-5 9-10-1 2-9-15 5-6-5 4-3-12 Scale = 1:22. 2.12F1-2 3x4 M11120 11 2x4 M1120; 5 6 3x4 M1120: 3-6 3 4 5- 10 2 q 3x6 M1120= - �j 7 3x6 MI120= 3x6 M1120= -0�2-11 5-6-5 + 9-10-1 0-2-11 5-6-5 4-3-12 Plate Offsetsr7:0-2-4,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in poo) Wall Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.08 2-7 >999 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.15 2-7 >743 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Hoz(TL) -0.06 9 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Mabix) Weight 46 fir LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheatlied or 5-0-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid caging directly applied or 548-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS Ob/size) 7-825/Mechanical, 2-734/0-10-4.9=0/0-1-8 Max Horz2=4660oad case 2) Max Up1U17-5820oad case 2), 2-510(load case 2) FORCES (I)) - Maximum Compression/Maximum Tension TOP CHORD 1-10 137, 2-10=0!37, 2-3=-132V725, 3.4=-128 734, 4-5=-268!0, 5-8=-7/0, 5.7=-398/418 BOT CHORD 2-7-1108/1270 WEBS 4-7=-1092/1010,1-9=0/0, 8.9=0!0 NOTES 1) Wtrhd: ASCE 7-98:146mph (3 -second gust); h=281t; TCDL=5.Opst•, BCDL=5.0psf: Category II; Exp C; enclosed; C -C Interto(1); Lumber DOL -1.33 plate grip DOL -1.33. 2) Refer to gkder(s) for truss to truss connections. 3) Provide mechanical comection (by others) of buss to bearing plate at joird(s) 9. 4) Provide mechanical connection (by offnos) of truss to bearing plate capable of withstanding 582 Ib uplift at joint 7 and 510 tb uplift at joint 2. 5) This truss design conforms with Florida Bugding Code 2001, based on parameters Indicated. 6) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as frost t17 or back (B). LOAD CASE(S) 1) Regular: Lumbar Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 140-90 Trapezoidal Loads (p10 Vert 10=0(F=45, B=45) -to -5=-215(F=-83, B=-83), 5 -155(F= -B3, B=-63)-to4=-161(F=-88, B=68), 2=-2(F=9, B=9) -to -7=49(F=-15, B=-15) 2) C -C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-10=82 How 1-10-92,5-7-133(F—M, 8=-86) Trapezoldel Loads (pifl Vert 10=-3(F=-43, B=-43)-to-5=2D1(F=59, B=59), 5=109(17=59, B=59)-to-S=115(F=82, B -62),2-1(F=5, B=5) -to -7=-25(F=-7, B=-7) Horz:10=3(F=48, B -48) -to -2=-5(17=44, B=44), 2=-5(F=44, B=44) -to -3=-118(F=-13, B -13),3-118(F-13, B= -13) -to -5=-225(F=-86, Bim, 5=-133(F=-66, B= -66) -to -8=-139(F=70, B-70) Job Truss Truss Type Oty Ply FLORIDA PROFESIONAL SERVICES 5608 H1 ROOFTRUSS 2 1 0002 Job � BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 sep 17ee Sep 17 2004 MRek industries, Inc. Tue Jul 2811:49292005 Page 1 -2-0-0 , 5-5-5 9-0-0 14-1-0 17-7-11 23-1-0 25-1-0 , 2-0-0 5-5-5 3-6-11 5-1-0 3-6-11 5-5-5 2-0-0 Scale: 1/4"=1d 4x7 M1120= 3.00 12 4x7 M1120= 2x4 M1120-- 4 4-5 5 2x4 M1120 3 6 1 2x4 M1120 I1 1 11 8- 5-8 2 7 2x4 M112011 1 6 cv Id a 3x6 M1120= 11 10 9 3x6 M1120= 3x4 M1120= 3x4 M1120= 3x4 M1120= 9-0-0 14-1-0 23-1-0 9-0-0 5-1-0 9-0-0 Plate Offsets 1:0-2-40.1-0 S:D440.1-0 LOADING 0" SPACING 2-0-0 CSI DEFL In Ooe) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.31 9-11 >860 240 M112D 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.79 Vert(TL.) -0.51 2-11 >534 180 BCLL 0.0 Rep Stress Inca YES WB 0.19 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC20011ANS195 (Melt) Wftht 99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS "Except• TOP CHORD Sheathed or 3.5-11 oc purlins. 4.5 2 X 4 SYP No.2 BOT CHORD Rigid calling dh m* applied or 445 oc bracing. BOT CHORD 2 X 4 SYP No.2 VVEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP N0.3 REACTIONS (lb/size) 2=144010-7-4,7-1440/()-7-4 Max UpIM-12120cad case 2), 7-12120oad case 2) FORCES (lb) - Maximum Compresslon/Mwdmum Tension TOP CHORD 1-2=0/41, 2-3--3528205, 3-4 2999/1790, 4-5=-2894/1787, 55=-2999/1790, 6.7=-3526J20W, 7.8=0/41 BOT CHORD 2-11=-179913345, 10.11=1494/2894, 9-10=-1494J2894, 7-9=179913345 WEBS 3-11=-633/322, 4-11=19/291, 5-919/291, 6-9=-613/322 NOTES 1) Unbalanced roof live loads have beer considered for this design. 2) Wind: ASCE 7-98;146mph (3 -second gust); h-28ft; TCDL=5.0psf BCDL=5.Opsf•, Category II; Exp C; enclosed; C -C Interi«(1); Lumber DOL -1.33 plate grip DOL -1.33. 3) Provide adequate drainage to prevent water pondhg. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1212 lb uplift at joint 2 and 1212 lb uplift at joint 7. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber In 1.33, Plate lr=ease=1.33 Uniform Loads (pif) Vert: 1-4-90,4-5-90,5.8-90,2-7-20 2) C -C Wind: Lumber Increase -1.33, Plate increaea=1.33 Uniform Loads (pti) Vert: 1-2=188, 2-4-78,4-5=97, r)-7=78,7-8-188,2-7=10 Hoz 1-2-198,2-4—M, 5-7=88, 7-8=198 3)1 at unbalanced Regular. Lumber Inc rease=1.33, Plate Increass=1.33 Unftm Loads (pff) Vert 14-90,4-5-90, 5-8= 30,2-7-20 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf Vert 1-4-30.4-5-9D, 6-8-90,2-7-20 Job Truss s Type Oty Ply FLORIDA PROFESIONAL SERVICES 0003 54X)8 H2 TR'OCFTRUSS 2 1 Job Reference o onal BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.100 s Sep 17 2004 MUTek Industries, Inc, Tue Jul 2611:49:30 2005 Page 1 -24-0 5-10-8 1140-0 12-1-Q 17-2-8 23-1-0 25-1 2-0-0 5-10-8 5-1-8 1-1-0 5-1-8 5-10-8 2-0-0 Scale: 1/4"=1 3 00 F12 4xg M1120= 4x9 M1120= 44-55 US 1011120% 5x8 M1120:::: 3-4 5 6 3 4. 1 S 2x4 M1120 I I 11 6-1 1- -8 2 7 2x4 M112011 in v e Id d 3x6 M1120= 12 11 10 g 3x6 M1120= 2x4 M112011 3x4 M1120= 2x4 M112011 5x8 M1120= 5-10-8 11-0-0 12-1-Q •17-2-8 23-1-0 5-10-5 5-1-8 1-1-0 5-1-8 5-10-8 Plate Offsets (X,Y): 11,0-2-4,0-1-01,13-0-",0-34M, [8:0.2-40-1 10:0.4-0 LOADING W SPACING 240.0 CSI DEFL in (loo) Udell Ud PLATES GRIP TCLL 30.0 Plata Increase 1.33 TC 0.96 Vert(LL) 0.3011-12 >9D1 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.42 11-12 >647 180 BCLL 0.0 Rep Stress Imes YES WB 0.56 Horz(TL) 0.11 7 Na We BCDL 10.0 Code FBC2001/ANSI95 (Mahix) fight 108 m LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3.1-2 oc puriina. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1440/0.7-4, 7=1440/0-7-4 Max UpHIt2=-1194(Ioad case 2), 7-11940oad case2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-3588/1921, 3.4=-281011553, 45=-2495/1568, 5.8=-2817/1556, 6.7=-358x/1921, 7-8=0/41 BOT CHORD 2-12=-168013399, 11-12=-1874/3403,10-11=-1230/2495, 9-10=-1874/3403, 7-9=-1681/3399 WEBS 312=0/124, 3-117082/467, 411=-1181338, 5.10=-120/337, 6-10=1055/465, 6-9=0/124 NOTES 1) Unbalanced roof Ove loads have been considered for this design. 2) MMd: ASCE 7-98;14(imph (3-second gust); h=28ft; TCDL=S.Opst, BCDL=S.OpsF Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL=1.33 plate gdp DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection Dry others) of truss to bearing plate capable of wfthstanding 1194 Ib uplift at)olnt 2 and 1194 Ib upUNt at )clnt 7. 5) This truss design conbrms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate increase=1.33 Uniform Loads W Vert: 14-90,4-5-90, 58=-90, 2-7=20 2) C-C 1A1nd: Lumber Increase-1.33, Plate Indxease=1.33 Uniform Loads (pif) Vert 1-2-188,2-4-78,44-87,5-7-78,7-8=188,2-7-10 Horz: 1-2-198,24-88,5-7=81), 7.8=198 3)1st unbalanced Regular. Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert 1-4-90,46=-90,5-8-30,2-7-20 4) 2nd unbalanced Regular Lumber lnaease-1.33, Plate Increase=1.33 Unftm Loads (pif) Vert 1-4=-30, 4.5-90,5-8-90,2-7-20 Job Truss --TT— Oty PROFESIONAL SERVICES00045G08HG1 ROOFTRUSS 2Job 7FLORIDA Refemnce BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.100 s Sep 17 2004 MTek Industries, Inc. Tue Jul 2611:49:31 2005 Page 1 -240-0 4-0-8 7-0-0 11-8-8 16-1-0 19-0-8 _ 23-1-0 I 25-1-0 , e, 240-0 4-0-8 2-11-8 446-8 4-6-8 2-11-8 4-0-8 240-0 Scale: 1/4"=1 3.00 12 4x9 M1120= 3x4 MII20= 4x9 M1120= 2x4 M1120; 4 6 2x4 M1120:::- 1120%3 3 2"M1120 1 2 5- 10 0 7 7- 9 12 8 2x4 M112011 9 Ia 0 3x8 M1120= 12 11 10 3x6 M1120= 3x8 M1120= 4x9 M1120= 3x8 M1120= 7-0-0 16-1-0 , 23-1-0 r 7-0-0 9-1-0 7-0-0 Plate Offsets KYY rl:0-2-4,0-1-M,2:0-2-120-1-M, [8:0-2-12,0-1-81,[9:0-2-4.0-1 LOADING (psQ SPACING 24).0 CSI DEFL in Doc) Udell Ud PLATES GNP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.53 10.12 >508 240 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 1.00 Vert(TL) -0.7210.12 >377 180 BCLL 0.0 Rep Stress Ina NO WB 0.20 Horz(rL) 0.13 8 Na n1a BCDL 10.0 Code FBC2W1/ANSI95 Watrbc) Weight: 217 0) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 437 oc purges. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=2892!0.7-4, 8=269210.7-4 Max Uplift2-21470oad case 2), 8=-21470oad case 2) FORCES Qb) - Maximum CompressloWaxlmum Tension TOP CHORD 1-2=W41, 2-3-SW9/5240, 34-4304/5589, 4-5=-8162/5522, 5-8=-8162/5522, 6.7=-830415569, 7-8 /5240, 8-9-/41 BOT CHORD 2-12 85977833,11-12-8348f9216, i0 t1=404B19216, 8.10=-4859!/833 WEBS 3.12=-3741714, 4-12=-87111298, 5.12-1298H 157, 5-10-129811157, &10=-871/1298, 7-10-374i/14 NOTES 1) 2-pty truss to be connected together with 10d Conmon(.148' ") Naps as follows: Top chords connected as follows: 2 X 4 -1 row at 0.9.0 oc. Bolton chorda connected as follows: 2 X 4 -1 row at 0.7-0 or:. Webs connected as follows: 2 X 4 -1 row at 0.9.0 oc. 2) Ali loads are considered equally applied to all piles, except if noted as pont (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof five loads have been considered for this design. 4) Wdnd: ASCE 7-98;148mph (3 -second gust); h -281t; TCDL-5.0psf BCDL=5.0psf, Category 11; Exp C; enclosed; C -C Interior(1); lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2147 @ uplift at joint 2 and 2147 th uplift at johd S. 7) This trues design cwdomrs with Florida Building Code 2001, based on parameters indlanted. 8) Girder carries hip end with 7-0-0 end setback. 9) Special hanger(s) or other connection device(s) shag be provided suRiclent to support concentrated load(a) 7081b down and 501lb up at 18.1-0, and 7061b dam and 5D1 lb up at 740.0 an bottom chord. The design/selection of such special connection devlce(s) is the responsibility of others. WAD CASE(S) 1) Regular: Lumber Inaease=1.33, Plate Incxease=1.33 Uniform loads (pIQ Vert: 1-490,4-8-189(F-99), 69-9D, 2-12=20,10-12=-42(F=22), 8.10-20 Concentrated Loads (lb) Vert 12 -706(F)10 -708(F) 2) C -C WbM: Lumber Increase -1.33, Plate Ince 1.33 Unfform Loads (piQ Vat! 1-2-188,2-4=78,4-6=189(F=102),6.8=78, 8-9=188,2-12-10,10-12-21(F-11), 8.10-10 Horz:1-2-198, 24=-88, 611-M, 8-9=198 Drag: 45-W-4), 68=0(F=0) Concentrated Loads (lb) Vert 12-W(F)10=501(F) 3)1st unbalanced Regular. Lumber Increase -1.33, Plate Imaease=1.33 Umtforrn Loads (pIQ Vert 1-4-90, 4.8=-189(F-99), 69-30, 2-12-20,10-12-42(F-22), 610-20 Continued on page 2 Job Truss Truss Type Qty 7FLORIDA PROFESIONAL SERVICES 0004 Job HG1 ROOF TRUSS 2Job Reference(optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 8.100 S Sep 17 2004 WTek Industries, Inc. Tue Jud 2811:49:31 20D5 Page 2 LOAD CASES) CmcenMW Loads (9r) Vert 12-708(F)10-708(F) 4) 2nd unbalanced Regular: Lumber increase--l.33, Plate Inaease-1.33 Uniform Loads (pN) Vert 1-4 -30, 4-8-189(F=-99), 6-9--90,2-12-20,10-12-42(F-22),8-10-20 Corrcergrated Loads (Ib) Vert 120-706" 10Q-709(F7 Job hose Titres Typo Qty Ply SERVICES J1 ROOFTRUSS 8 =IONAL 0005 onai BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.100 s Sep 17 2004 MiTek Industries, Inc. Tue Jul 2611:49:32 2005. Page 1 -2-0-0 140-0 2-0-0 140-0 3 Scale 1:5 2 3.00 12 2x4 M112011 1-3 �1 1-4 1-0-0 Plate Offsets 11:0-2-4,0-1-M LOADING W SPACING 240-0 CS! DEFL in poo) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Ver") 0.00 2-3 >W9 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vet(TL) O.OD 2-3 >999 180 BOLL 0.0 Rep Stress [nor YES WB 0.00 Horz(fL) 0.00 3 We Na BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 7 I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 14-0 oc purfins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid caning directly applied or 10-" oc bracing. REACTION (Pb/size) 3-157/Mechanicat, 3-157/Meductcal, 2-423/0.7-4 Max Horz 2=1230oad case 2) Max Upn123-157(load case 1), 3-157(load case 1), 2-880(load case 2) Max Grav3=399posd case 2), 2=423poad one 1) FORCES (lb) - Maximum CompressloWeD imum Tension TOP CHORD 1-2=0/44, 2-3=-58/97 NOTES 1) Wuxi: ASCE 7-98;146mph (3 -second gust); h=2811t; TCDL=5.Opsf; BCDL=S.Opsf, Category II; Exp C; enclosed; C -C Inteior(1); Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss moons. 3) Provide mechanical connection pry others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3 and 880 Ib uplift at joint 2 4) Beveled plate or shim required to provide fun bearing surface with truss chord at joud(s) 2. 5) This truss design conforms with Florida Building Code 2001, based an parameters indicated. LOAD CASE(S) 1) Regular: Lumber Inaease=1.33, Plate Increasa=1.33 Uniform Loads (plt) Verb 1-3=-90 2) C -C Wudi: Lumber Increase -1.33, Plate Irxxease=1.33 Uniform Loads (pip Vert 1-2=188,2-3=87 Hoz: 1-2-198,2-3-97 Job Truss Truss Type txy Ply FLORIDA PROFESIONAL SERVICES 0008 5GD8 J3 ROOFTRUSS 8 1 Job Reference(optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 8.100 s Sep 17 2004 Wek Industries, Ire. TUe Jul 2811:49:33 2005 Page 1 2-0-0 3-0-0 Scale = 1:8. 3 3.00 12 2 1-3 2x4 M112011 2-4 1 4 1-5 3x4 M1120= 3-0-0 3-0-0 Plate Offsets 1:0-2 0-1 LOADING W SPACING 240-0 1:31 DEFL in Poe) Udell Ud PLATES GRIP TCLL 30.0 Plata Increase 1.33 TC 0.16 Vert(LL) 0.00 2 — 240 MII2D 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(n) -0.00 2-4 >999 180 SCLL 0.0 Rep Stress Incr YES VVB 0.00 Horz(TL) -0.00 3 n/a Ma BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3.0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10.04 cc bracing. OTHERS 2 X 4 SYP No.3 REACTION (lb/size) 3=31/Mechanical, 2=437/0-7-4, 4=28JM9dUWdCal Max Horz 2=1880oad case 2) Max Upllft2=-7070oad one 2) Max Grav3=Wosd caw 2), 2=4370oad case 1), 4=280oad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-W41,2-3-67/117 BOT CHORD 2-4=O/0 NOTES 1) Wind: ASCE 7-98;148mph (3—second gust): h=2811; TCDL=5.0psf; BCDL=5.0pst Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide meGlodcal connection (by others) of truss to bearing plate capable of withstanding 707 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase-1.33, Plate Incxeme=1.33 Uniform Loads (p10 Vert 1-3=-90, 2-4=-20 2) C-C VNnd: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loots (pt0 Vert 1-2-188,2-3=87,2-4-10 Horz: 1-2-198.2-3-97 Job Job Truss Tnrea Type Oty Ply FLORIDA PROFESIONAL SERVICES 0007 J6 ROOF TRUSS 8 1 Job Reference clonal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.100 s Sep 17 2004 MTek Industries, Inc. Tue Jul 2611:48:33 2005 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:11. 3 3.00 F12 I 2 2x4 M112011 2-4 1-5 4 3x4 M1120= 5-0-0 5-0-0 Plate Offsets : 0:0-240-1-M LOADING (pat) SPACING 240-0 CSI DEFL In poc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(Ll) 0.00 2 — 240 M1120 249H90 TCDL 16'0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.02 2-4 >999 180 SCI.L 0.0 Rep Sb ess Incr YES WB 0.00 Hore(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight 21 0) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigld calling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS pb/size) 3=159/Mechanical, 2=509/0-7-4, 4-WMechanical Max Horz 2=214poad case 2) Max Uptlfl3=-1100oad case 2), 2=-896(load case 2) FORCES (ib) - Maximum Compressicn/Maximum Tension TOP CHORD 1 -2=W41,2 -3=-6W1 BOT CHORD 2.4.00 NOTES 1) Wind: ASCE 7-98; 146mph (3 -second gust); h=28ft; TCDL=5.Opst,, BCDL=5.0psf: Category 11; Exp C; enclosed; C -C IMorfor(1); Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide medical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 3 and 898 ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. lumber In1.33, Plate In1.33 Uniform Loads (p10 Vert 1-3=-90, 2-4=-20 2) C -C Whd: Lumber Increase=1.33, Plate Increase -1.33 Uniform Loads (pa) Vert 1-2=188,2-3=87,2-4-10 Horz:1-2-198, 2-3=-97 Job Tnrea Trues Type Qty Ply FLORIDA PROFESIONAL SERVICES 0008 5008 J7 ROOF TRUSS 12 1 Job Reference oral BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6.100 s Sep 17 2004 MiTek Industries, Ina Tue Jul 2611:49:34 2005 Page 1 -2-0-0 74-0 r 2-0-0 7-0-0 Scale =1:14. 3 3.00 12 2 2x4 M112011 2-4 3� -5 4 3x4 M1120= 7-0-0 7-0-0 Plate Ofiseta 1:0.2-4,0.1 LOADING (pat) SPACING 2-0.0 CSI DEFL In (Ioc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.00 2 — 240 MI120 249MOO TCDL 15.0 Lumbar Increase 1.33 BC 0.19 Vert(TL) -0.10 2-4 >783 180 BCLL 0.0 Rep Stress Incr YES VYB 0.00 Horz(fL) -0.00 3 We n/a BCDL 10.0 Code FBC2001/ANSI95 (Maw* Weight 27 0) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 60.0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 3=2WMechanical, 2=S0410-7-4, 4=WMeehanical Max Horz2=259(load case 2) Max Upfft3-229Qoad case 2), 2-726(load case 2) FORCES (lb) - Mwdmum Compression/Maximum Tension TOP CHORD 1-2=(Y41, 2-3=-65152 BOT CHORD 24=0/0 NOTES 1) VWW: ASCE 7-98;146mph (3 -second gust); h=281ft; TCDL=S.OpsF, BCDL=5.0W, Category II; Exp C; enclosed; C -C Interlor(1); Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uptiR at joint 3 and 728 lb uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber increase=1.33, Plate Increase -1.33 Uniform Loads (plf) Vert 1-3=-90, 2-4=-20 2) C -C VWnd: Lumber Increase -1.33, Plate Increase -1.33 Uniform Loads (pit) Vert 1-2-188,2-3=85,2-4-10 Horz:1-2=198, 2-3=-95 Job Truss Truss Type Qty Ply FLORIDA PROFESIONAL SERVICES • 5G08 T1 ROOF TRUSS 4 1 0009 Reference oral BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO.Job 8.100 s Sep 172004 MiTek Industries, Inc. Tue Jul 2811:49:38 2005 Page 1 ' -2-0-0 I 8-0-5 11-8-8 15-0-11 23-1-0 2525 2-0-0 8-0-5 3-8-3 + 3-6-3 8-0-5 2-" Seale = 1:47. 3'00 FIT 4x9 M1120= 5 3x4 M1120::::2x4 101112& M1120-.-,3x4 M1120:::: 4 3-5 52-4 3 5.10 7 2x4 M112011 -10 6- v 2 1- -9 8 2x4 M112011 1 9 j a 3x6 M1120= 10 3x6 M1120= 5x8 M1120= 1 11-641 23-1-0 11-6-8 11-6-8 Plate Offsets 1:0.2-40.1-0:0.2-40-1-010:0.4 00-3-0 LOADING (pati SPACING 2-0.0 CSI DEFL in Doc) Well Ltd PLATES GRIP TCLL 30.0 PWN Increase 1.33 TC 0.98 Vert(LL) 0.27 10 >995 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.88 Vert(n) -0.58 2-10 >464 180 BCLL 0.0 Rep Streas [nor YES VVB 0.31 Horz(rL) 0.10 8 We n/a BCDL 10.0 Code FBC2001/ANSI95 (Mahbt) VVeight 97 m LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-12 oc purlIns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid coiling directly applied or 4.9.9 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2-1440/0-7-4,8-1440/0-7-4 Max UpVc2=-11900oad case 2), 8=-11900oad case 2) FORCES 0b) - Maximum CompressionMtardmum Tension TOP CHORD 1-20/41, 2-3=-3297/1852, 3.4=3172/1870, 4-5-2WWl405, 5.8=-25=1405, 8-7=-3172/1870, 7-8=-3287/1852, 8.9=0/41 BOT CHORD 2-10=180813107, 8-10=1808/3107 WEBS 4-10=-830/839, 5.10=-487/1024, 510=-830/838 NOTES 1) Unbalanced rod live toads have been considered for this design. 2) Wind: ASCE 7-98;146mph (3-second gust); h=28ft; TCDL-5.Opst BCDL=5.Opst,, Category 11; Exp C; enclosed; C-C Inte lor(1); Lumber DOL=1.33 plate gip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1190 Ib uplift at joint 2 and 1190 Ib uplift at joint 8. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase-1.33, Plate lr=ease=1.33 Uniform Loads (pl0 Vert 1-5-90,5-9:-90,2-8-20 2) C-C VVInd: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1-2-188,2-5-78,641-78,8-9=188,2-8=-10 Horz: 1-2-198,2-5-88,15-8-40,8-9-198 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate [n1.33 Uniform Loads (plf) Vert 1=5-90,5-9-30,243-20 4) 2nd unbalanced Regular: Lumber inuease=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-5--30.6-9-90,241-20 This safetyalert' symbol', Is used to attract your attentlonl PERSONAL SAFETY I$INVOLVEDI When you see this symbol = BECOME ALERT - HEED ITS MESSAGE. - CAUTiON.. A CAUTION Identifies safe operating practices or indicates unsafe conditions that could result in personal injury,,or` damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle install and brace metal plate connected wood trusses to protect life and property, The Installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as supedortothe projectArchkect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical DANGER: A DANGER designates a condition where failure to follow lnstr'uctlonso r heed warn Ing will most likely result In serious personal injury or death`01dam age to structures,- - 1AWARNING: A WARNING describes a condition where failuretafollolnrInstructions could reaultin severe personal Injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (808) 833-5900 personnel inthewoodtruss industry, but must, duetothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, theTruss Plate institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, Installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltempor�iry braoingshpuld bsno less: than grade r�lark�ecl li,iriberiAll conhections shoulld rae made withLilnlmum of= 6cf nuts AI( truseee a:3sumecN ort ce�ltel� �� iess�� bll ntult� ply trusses shbuld�kt�'sctrinected.>Iogetttteir ir�� accgr,» p . d>��nce`�itt#h des�gnf drawings prlpr to tnstafNatlor►; ;. CAUTION ., 'Trussss `should 'not" b`e unloaded on rougi�.terraln''or A r uneven surfaces which could cause damage to the truss, Trusses stored horizontally should be sup - ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. WARNING: Do not break banding until installa- DANGER: Do not store bundles upright unless A tion begins or lift bundled trusses by the bands. properly braced. WARNING: Do not use damaged trusses. Ak DANGER: Walking on trusses which are lying A a,flat Is extremely dangerous and should be strictly prohibited. Frame I WARNING: Do not attach cables, chains, orI FA WARNING: Do not lift single trusses with spans hooks to the web members. greater than 30' by the peak, 7 60° N or less h1 f<-� Ta Approximately Approximately Tag Une '/z truss length 1/s truss length Une Truss spans less than 30'. rII Spreader Bar Toe In Spreader Bar Approximately Less than or equal to 60' fUiECWARIiCAL; INSTALLATION the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une Toe In Less man or equal to so• Strongback/ LApproximately �3 to'/, truss length Greater than 60' Tag / Une Strongback/ SpreaderBar Aim At or above mid -height � Approximately 11 -/ Y3 to , truss length Tag Tag Une Une Greater than 60' GR®llRl® R—ACIN!P BUILDING INTERIOR.:: GR(�UND`BR�,CINd�' B�.IL®INC E7CT'Ei�IOR' Typical horizontal tie member with multiple stakes (HT) Frame 2 16 X04 0 `04 12 —1 4 or greater ... .._...... _.. _r.. ......-... ,' �'NIMUIU�;. TOP CF�ORD ix Me BSL QiTCH LATERAL BRACB $F+ACING (DBS' 12 12 SPANIFFER�WCE SPACING�LBc� # trusses 5 /mss/ �ry ,. SP DF A i.SPF/HF ' r , rt ae4gg i are attached to the topside of the top chord. Up to 28' 2.5 7' 17 12 �!e Over 28'- 42' 3.0 6' 9 6 s/ Over 42'- 60' 3.0 15' S 3 \ Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Flr it Continuous Top Chord Lateral Brace —� All lateral braces Required lapped at least 2 f �— trusses. 10' or Greater Attachment \ a Required BSL Top that laterally braced 12 ,1 yy ��C chords are nbuckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed �r /@fig �ry to the underside of the top chord when purlins ' r , rt ae4gg i are attached to the topside of the top chord. n qa s '�yyt toks Frame 3 12 ---� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM(:CHORD' �OTTOiiA`CW10t�D DIAGO L BRACE MINIMUM LATERAL BRACE SPACINC3 (DBS) SPAN PITCH sPACING(LB�s}rose UD to 32' 4/12 1s' I t 5 ■ 0 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. i3®TTt�iOAI°I®OD`PI_AIVE WARNING: Failure#olollowthose recommendations could result Irt. severer personal Injury or damage to trusses or buildings. WEB MEMBER PLAN: AO Permanent o�sP 2°' continuous �? lateral bracing °q as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 'I . L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All It�rt arts �3f�)2x� Pp►RALL.�L Continuous CHOR[3 TRUSS Y®P CHQRQ Lateral Brad TQP CHORD '®IAGOI�AL BRACE : �AINlNIUM LA7ERA;L �RAC� `SPACIWG. (DBS SP '. ' bEPT14'. SPACING(LB� #trusses nal bracing. Diagonal bracing should be nailed SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32'- 48'1 42" 6' 6 4 Over 48'- 60' 46' 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 'I . L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All It�rt arts �3f�)2x� Pp►RALL.�L Continuous CHOR[3 TRUSS Top Chord Lateral Brad Required Top chords that are laterally braced can buckle togetherand cause collapse 0there is no diago- 10, nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required End diagonals are 'esae,"._ stability and must be dupil fete both ends of the truss system. 10 20'�,De� Trp� _peSft (02' dl 411 4 alal L!14_1 WINSWAP M OAFM =,�A WARNINQ; Failuretbfol�gv+rthesta�ecrmmertdationsdul(iresei4l<ir� .; severe persa al injury o ciamiage to irideses oto building . :4x2 PARALLEL CHORD TRUSS TOP CHORD „:,: Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topakds of the top chord. 30° or greater Continuous Top Chord —\ Lateral Brace Required 10' or Greater Attachment Required Frame Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. I Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine Q. HF - Hem -Fir SPF - Spruce -Pine -Fir o0� ryo Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse lfthereis no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord iVIONO.:Tilu� PLUMB Truss Depth D(in) 12 --13 or 8� greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Bracl Required 10° or Gn Attachm Requirec WAj3NING Failure to follow these recommendations could result to severe personal injury or damage to trusses or buildings. - INSTALLATION TOLERAiVES , ®(in) :6 TOP CHORD 12" TOP 2. DIAGONAL BRACE MINiMUM LATERAL BRACE SPACING SPAN , PITCH 8PACING(LB� [# trusses] .`.` 48" 1" SP DF I SPF HF . UD to 24' 3/12 S' 17 1 19 I Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine Q. HF - Hem -Fir SPF - Spruce -Pine -Fir o0� ryo Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse lfthereis no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord iVIONO.:Tilu� PLUMB Truss Depth D(in) 12 --13 or 8� greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Bracl Required 10° or Gn Attachm Requirec WAj3NING Failure to follow these recommendations could result to severe personal injury or damage to trusses or buildings. - INSTALLATION TOLERAiVES , ®(in) 50"1/411 1" 12" 1/4" 1' 24" 12" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/71 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' i� Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusse I L(In) L(in) L/200 ` L(ft) 50"1/411 1" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of L/200 or 2" L(in) L/200. L(ft) 200" 1" 16.7' 25it" 9 -1 /4" 20.8' 300" 1-1 /2 25.0' M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIA II, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product- Control Division (In Miami Dade County) and/or the AHJ (in areas other .than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LUS, HUS, HHUS, HGUS, HGUQ, SUL/R, HSUL(R, THASLIR & THA. APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled ` rruss Hangers, LUS & HUS Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with no revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Gilstrap, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RACING: None LABELING: Each unit shall bear a permanent label with the manufactures, name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 00-0512.06 and consists of this page i as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02-0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 SUR/L. 1H SURAL & THASRAL Hangers ers S 6"— 1%4', - J� R4 o J Y 8= HEADER — B=0i'6" MIN. (4110d NAILS INTO —i TOP OF HEADER HEADER JOIST,��u �- SUL/R & HSUL/R INSTALLATION 6 3�1ie*J i / o �" 4 �8•r J 4•ql•' 15�g r. for 8-13/4" THASL218-2) TA/ * "— JOIST THASL/R INSTALLA TION ;'QUARE 2 :UT JOIST PLAN VIEW OF SKEWED HANGERS MODEL NO. GAUGE FASTENERS Dwg #: DC2301 ALLOWABLE LOADS Dwg by. DSB Chk by. JMG She 4. of 5. HEADER JOIST UPLIFT 133 FLOOR 100 SUL 26� 16 6-16d 6-1DdX1 1/2 665 865 HSUL/R26-2''• 14 12-16d 4-16dX1 1/2 585 1315 THASL/R2181 18 18-10d' 4-10dX1 1/2 — 1250 THASL/R218-2' 18 18-1 4-10dX1 1/2 — 1 810 1. A minimum of (4)10d Noils must be nailed into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable load is based on o minimum of 2" thick header 4. Allowable load is based on a minimum of 2" thick joist 5. Joists sholl be made of lumber with o SG=0.55 or better SIMPSON STRONG—TIE, INC_ 1720 COUCH DR. MCKINNEY, TX 75069 TEL -(800)999-5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by. DSB Chk by. JMG She 4. of 5. MAXIMUM OVERHANGS 3 3+�4 OP7ItJNAL N LEDGER BOLTED TO THE TIE BEAM MY RLO1sI (MA`s bE 0MITTILP FM D.N. ! '24%) GRADE OF LUMBER a PSF SOFFIT 2 PSF SOFFIT 2X4 2X8 2X4 ts NO2M 19 SP 2-8-3 3-18-11 2-5.3 4-2-9 . Na2 19 SP 2-9-15 4-9-11 2-10.0 4-4-11 Na2D 19 SP 3-8-2 4-4-7 "-0 4-8-12 Naim 19 SP 3-9-2 4-5-8 3-0.0 -4-8-ii Nal 19 SP 3-1-11 1-7-15 3-" 4.9-t3 Na93 19 SP 3-3.0 4-9-19 NDSB 19 SP 3-Z-1 5-0.0 3.Q,0 d -9-i3 Ss 19 9P 33-0 5-1-5-1.6. d•10-15 OSS 19 SP 3'-3-0 5-2.6 )` Z -!s 4.11-15 NOTIES- 1. DEEM CHECKED FOR 140 NPM WIND LOAD. ETN= 0WRE148E • 33 %, MWAMMORAW E-010) L AL FLOFWAE1iDM T.C. 2:4 No.2 W 8P TOP 30 15 CODE 2001 E.C. Zx4 NL2 WEP 0 10 LM—O2 W3 W 0P 24.0•C. STRUCTURES USA, INC. (SOO) T40-d9fTT REMBERTO CONTRERA; Consulting Engineer Curl�� l� 30 N.W. 87 Avenue Miami, FL'. Q Phone: (30-5Y.,n ` r � t l (F.orida Pi+ .45y�'ri ,:f F1i, i,t __� •: cEau , NWWW o Foa smucnws us& sic. 7' — O" CORNER 5ET yV& MrecMW I_ _1 TOP CORD CONNECTION: T-0" JACKS - (4)10d NAILS 5'-0" JACKS - (4) 8d NAILS 3'-0" JACKS - (2) 8d NAILS V -W JACKS - (2) 8d NAILS 12 Mn. P s 2.5 Max. P = 8.5 2 x0 BTO. HEEL HT. MAX —' PARTIAL. ROOF LAYOUT /® BOTTOM CORD CONNECTION: 3'41" MWc ALL JACKS - (2) 8d NAILS COMMON JACKS NOTE: TM OEMM HAS OM CWOM P.7R 140 MPH~ LOAQ WALL HL 10 R MAIL Pf"M FCR IPM AT BEARM WALL acht C11o100 660: 8T1E88 v4cw-#BE-331E 3 tUCTuREs usa, INC. (aOa) 740-�ST7 A& -- Fie NOW !W CdDJB* Nab O*W *64* Shut JM*NrY taLpffamwom 000OWW-rONAMOV&WMWM) FM GV%P 0 BPEMB (&Y.P.x ad COMMON NALB ■ 70 a 011" od COMMONNALS •84 n (O rte no ME za 600 0 4111Mn:200: 470: 3006 1066 W6: 200: Mob 2M: 106: 106: W6: 106: .` 1 1W2,11i. ti �. 23Cie. ; pV h � : LL .Ay ' P.E. Imo) .0 2 x 4 NL 2 loop 111 CODE 04 2x4 Nat 108P 0 10 Wds 2x4 NL3 108P Mma WCA 3 tUCTuREs usa, INC. (aOa) 740-�ST7 A& -- Fie NOW !W CdDJB* Nab O*W *64* Shut JM*NrY taLpffamwom 000OWW-rONAMOV&WMWM) FM GV%P 0 BPEMB (&Y.P.x ad COMMON NALB ■ 70 a 011" od COMMONNALS •84 n (O rte no ME za 600 0 4111Mn:200: 470: 3006 1066 W6: 200: Mob 2M: 106: 106: W6: 106: .` 1 1W2,11i. ti �. 23Cie. ; pV h � : LL .Ay ' P.E.