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655 NE 97 St (10)CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1553 Owner, Agent or Tenant of Building Larry Ruaaal1 Lot 18 Re 14 19 Block 101 Subdivision M ® $� Sarti�n #1F Street Address 55 N. R. 99tAt. St. Approved use by occupancy Si nSl e f emi 1 y rind Remarks #5399 This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Plan cube — 239383 Tax value = $11 Miami Shores Village, Florida, 1(1 -15.- 4 BUILDING DIVISION MIAMI SHORES VILLAGE, FLA. JOB aL A INSPECTION TIME READY ADDRESS REMARKS • V V 0 v c' Vic?. V V INSPECTOR DATE N9 5981 MIAMI SHORES VILLAGE, FLA. N JOB • . t 3 - ADDRESS ��' �- .Cn • 97 ,A. REMARKS : crit (9/ INSPECTOR DATE MIAMI SHORES VILLAGE, FLA. JOB fg ADDRESS INSPECTION TIME READY l� °� REMARKS • tv- j - Ki t ct. INSPECTOR DATE N° 5994 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi g Inspection Request Date I� - Type Insp'n F11 'V 1 • Permit No. P104 , Q-e)S Name dell Address � U iE G- S+- Company ` J ❑ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request DateC6 `ZB J oS Type Insp'n r -- I d r r3 P r Q Permit No. �3P�04 - '__ Name O nn i5 K ei nmG1 r Address 55 NE c7 57 Company �- �-) Q 1 . Phone # (1-86 ! / 2�� - q 4O Inspection Date C Z q A42,2D SE1407-/C. /AS te. / o a) — // A/2.4w? -N� i�if!c kl AJ 26y6 ri-o,4 /�� fir. cre'.41) Proposed Canvas Awnings 5'-6" X 3'-0" N E 97 Street .3 Canvas Awning Kleinman Residence 655 NE 96 Street Miami Shores FL Germain Canvas & Awning 7180 N.E. 2 Avenue Miami FL 33138 (305) 751-4963 NORTH METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Germain Canvas & Awning Company 7180 N.W. 2 Avenue Miami FL .33138 Your application for Product Approval of: Can vas Awnings under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant, along with Germain Canvas & Awning Company drawing numbers 1 through 10 dated 05/15/96, signed by Angelo J.G. Tibery, P.E. (For listing see section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0524.04 Expires:06 /06/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06 /06/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Germain Canvas & Awning. o, ACCEPTANCE No.: 95- 0524.04 APPROVED : JUN 0 6 1996 EXPIRES : JUN 0 6 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 pESCRIPTION: This approval refers to steel frames designed to support fabric awnings as shown on Drawing numbers 1, 2, 3, 4, 5, 6, 7, 8, 9 & 10 dated 05/12/95 and revised on 07/20/95, 10/25/95, 01/22/96 and 05/15/96. • 2.0 INSTALLATION: The approved fabric awnings models are designed to cantilever from existing structures, partially supported on existing structures or self supporting. 3.0 LIMITATIONS: The fabric awning is in compliance with sections 4304.1 and 4304.2 of the South Florida Building Code. The maximum height of the fabric awning shall not exceed 15 ft. above the ground level. 4.0 CONDITIONS OF USE: The structural elements of the awnings and their supports are as shown on the schedules detailed on the approved drawings. 5.0 IDENTIFICATION: All approved awning structures shall be permanently labeled with the manufacturer's name, city, state and the following statement "Dade County Product Control Approved" or the manufacturer's Logo and the Dade County Logo. A notice shall also be affixed on the structure stating that the fabric shall be removed when the wind velocity is expected to exceed 75 mph. -2- A. ifitt Helmy A. Makar, P.E., Plans Examiner Product Control Division Germain Canvas & Awning. Co. ACCEPTANCE No.: 95- 0524.04 APPROVED : JUN 0 6 1996 EXPIRES : JUN 0 6 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.0 SPECIAL CONDITIONS: Application for Building Permits shall be accompanied by duplicate prints of the following: a) Copy of this Notice of Acceptance including approved Drawing numbers 1, 2, 3, 4, 5, 6, 7, 8, 9 & 10 dated 05/12/95 and revised on 07/20/95, 10/25/95, 01/22/96 and 05/15/96. b) Site adaptation drawing signed & sealed by a Florida Register Engineer or Architect qualified in the design of structures, showing: Actual field conditions Size and spacing of structural members Type and spacing of connections Size and location of foundations if required c) Detailed plot plan. 7.0 EVIDENCE SUBMITTED: Drawings: Title: Fabric Awning Frames Number: 1, 2; 3, 4, 5, 6, 7, 8, 9 & 10 Signature: Angelo J.G. Tibery, P.E. Date: 05/12/95 Revision Date: 07/20/95, 10/25/95, 01/22/96 and 05/15/96 Calculations: Title: Fabric Awning Frames Signature: Angelo J.G. Tibery, P.E. Date: 05/12/95 Revision Date: 07/20/95, 10/24/95 and 01/22/96 -2a- ti A Helmy 2a- Helmy A. Makar, P.E., Plans Examiner Product Control Division Germain Canvas & Awning Co. ACCEPTANCE NO.: 95- 0524.04 APPROVED EXPIRES : JUN 0 6 1996 : JUN 0 6 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) and this last page 3. items 10. 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3 Helmy A. Makar, P.E., Plans Examiner Product Control Division FROM : GIVE EVERY CHALLENGE YOUR BEST PHONE NO. : 3055738043 Apr. 01 2004 02: 53PM P3 •.!LANN11::. " g ILI 2 ApriI 1, 2004 Miarrd ShorA• 0050 i'4E Miami Shores, Plorkia Pi:pcss addition fir: Mr. it Mr Kr.i&nrflarl PerrrIt BP D3-1963 near Sirs, .1111.=1■■14401.11VMSW. 9 This w»j :ow zs notice, i:r15. ±:q untk wi rc; mrj ^,;:i;;i4 mt the shove olegtionect prciect. # C9 WILLIAM PLASENC1A RFraVRTFP37,! Ar2r,g-g:TC,T 1.4. 3W iEICI AVENUE 4.4{A.1141. FLORIDA, 3315S TF! Date: Friday, April 02, 2004 To: Angie Becker Miami Shores Village Phone: 305 -795 -2204 Fax: 305- 756 -8972 From: Annabella Bucheli FROM : GIVE•EVERY CHALLENGE YOUR BEST PHONE NO. : 3055738043 Apr. 01 2004 02:52PM P1 Pages: 3 3055738043 REF: Proposed addition for: Mr. & Mrs. Kleinman 655 NE 97 Street Permit No. BP 03 -1963 ELLE DECOR, INC. ARCHITECTURE - INTERIOR DESIGN AA26000577 RESIDENTIAL - COMMERCIAL 4100 NE 2nd Avenue Suite 102- Miami Design District - FL 33137 PH 305- 573 -3010 FX 305 - 573 -8831 Please find attached the response for the 2nd critique sheet. r Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. / BP 403 '763 Job Name I . ag% 1 1. .; ,/ • JAN' 141■AllrI 2. !' .•. Miami Shores Village Building Department P I, ' 671' BUILDING CRITIQUE SHEET 63 5 /y\C ct • Peruilt • • :•Job 10050 14.E2nd Avenue Miami Shores, Florida 33138 Tel:1305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel:1305) 7952204 Fax: (305) 756.8972 Permit No P 5 963 :. Job - Dime • P4P— CrC Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel:1305) 7952204 Fax: (305) 756.8972 Permit No. Job Name 6/3 . • . Miami Shores Village Building Department Permit No. o 963 • Job Name • g 6 °)\ BUILDING CRITIQUE SHEET - ,A elgt A = A_ e. , • _44 / 4.1 • 10050 N.E2nd Avenue Miand Shores, Florida 33138 Tel:"(305) 7952204 Fax: (305) 756.8972 Building Department i o 5/z / need Mdaei / / vmJ5 A ly ithi?dexzif dogs, sbr pan , 7 r6 v ew ,P /2./2-3%3 Miami Shores Village 3- ° 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d3 /16 3 Job Name K /ein a f, Air- 9? S/ STRUCTURAL CRITIQUE SHEET 3/2-34 )1i5__ Miami Shores Village Building Department 665 AE fl 5'6 STRUCTURAL CRITIQUE SHEET /2- /z3/ a Need- Cetka& ;x4 ISe �pkr, md-5enry afar ;s Cii «d f - ,4x«/) lam' mot /l ro6i muss bleekpty t"eyfs ek. / friot 7. P. al' lei¢ Sloe new doer lei ffeb'z /y �/✓ .en -I- 4 i A-3. -- A l s o G f e r n k I T evi wvtvid 6 w, r/ ✓� prevz6Le Vein) Melts Gar -,9 4,5 re}W. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a - l 96 Job Name /C/e is4mP -5a6144-;/ 6.21 ,fir -v-d. ea/ wimdozs• (i9.ed 44 -ei opera- lc), dears, _thrn4 pace /5 if Gto/ ufMp cr" f ppe. X ® Idetili Fy A.& 5ivedI/ roo h hiie le /V- 6P Hte /asd- 4Jac �v ice kthc, �� r4e4 i uuhT % window is fa Free I "E6/ E5$" re ires1e l/s, PERMIT NO. • ADDRESS: MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARTMENT SECTION BY DATE ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subf ed to compliance with alt Federal, State. C o u n t y . Village Idles and tegi4atlons. Village m u m s no responsibility for accuracy of /or mutts from these plans. 2. This copy of plans must be available on bufding site or no Inspection Mil be conducted. CRITIQUE SHEET JOB ADDRESS (10' _5 Al F 7 r APPLICANT / IU4- PHONE # APPUCATiON / c SHEET OF MISCEUANEOUS DATE ZONING • COMMENTS DA / Ck i o Avtd9C,otv d0 klc4 J-e.A e (ski (j/ncI ©w qr-e. 4dc/ 5 /m44r /1 GLy tr. y Iz.-2 a ‘°3 4 A:A,,4 ouvaLtA INITIALS FROM : GIVE EVERY CHALLENGE YOUR BEST PHONE NO. : 3055738043 Apr. 01 2004 02:53PM P2 U4; u1; 4:1lo4 LANPJ_L i,JUNULRLY LSI PAGE 61/02 . =Rd 1 G!&J 4' ti ]!� -. E >rR .^{f EhJG= ';%(J. $��'T i -�JhIE hJC ,s��4� `1dr. �� 2014 0S:52Pt; P. A 7r '. A /0" • tmeo trt'riN me r .4f 1:1K) a eel_AAJTJ 1 A 1 z_l_ A P0(La J�� (.40 . .� . kv rte, �^ fe I �t ►� ! R'` ` ,S tr. zvt .. . 7=7.,l;15111 e rr wII. r.w.••• r. w • 70 GC. � Q p.1TT L.jv , *rit�ra.rai Shores Village Building Department S N Z0 :1 E24111 : 'Tcl: (MS) 7951264 nu; C,f11.4;t1,Z,2P72 pGrArat or' ia-ftrIZorr SI TTE,Mrs7r; +C ?.: TQtTE SRE. T 1 NOM .w.W..r.,.. �,._._... -..r. _...,..,_ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/6/2004 Applicant: DENNIS KLEINMAN Owner: KLEINMAN DENNIS JOB ADDRESS: 655 NE 97 ST Contractor AROUND THE CLOCK Local Phone: 305 - 556 -7667 Parcel # 1132060171890 Signed: Mechanical Permit Permit Number: MC2004 -182 Contractor's Address: 16361 NW 57 AVE. Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 18 & W1/2 OF LOT 19 BLK 101 LOT SIZE Fees: Description Amount FEE2004 -9848 Building Fee $100.00 FEE2004 -9849 CCF $0.60 FEE2004 -9850 Notary Fee $5.00 FEE2004 -9851 Training and Education Fee $0.20 FEE2004 -9852 Technology Fee $2.50 Total Fees: $108.30 Total Fees: $108.30 Total Receipts: $' Sgiso Permit Status: APPROVED Permit Expiration: 3/29/2005 Construction Value: $500.00 Work: AIR HANDLER IS GOING TO BE ROTATED 180 %IN THE SAME COT AND INSTALLING 2 NEW A/C DROPS (INSPECTOR) 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: Miami Shores Village Building Department 44_ oq- o z4-;e64 O Ct '55 Permit No. __ ! /1 Job Name BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department BUILDING CRITIQUE SH 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,C Job Name M I A M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 BPOL1 1 MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-290S 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 thc Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority I laving 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 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 Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with thc Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent 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 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 and renews NOA -# 01 -0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ati njDat al te: 2 -0625.01 1y 22, 2007 u t 22, 2002 Page 1 MIAM MADE � 'c BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA . Ma-k risG hIIAMI -DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER. STREET, SUITE 1603 . MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Yale Ogrou Manufacturing Co., Inc. 6741 West 18` Street Hialeah, FL 33010 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 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 Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window", sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09/04/02, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent 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 if shall be done in its entirety, INSPECTION: A copy of this entire NOA shall b and shall be available for inspection at the job site � This NOA renews NOA # 99- 0908.02 and consists The submitted documentation was reviewed by 100'39Ud by the manufacturer or its distributors uiiding Official. as approval document mentioned above. NOA No 02- 1107.02 Expiration Date: January 23, 2008 Approval Date: December 19, 2002 Page 1 311JJl WOZIB b1 :01 b0, SE J.tiN 1 TE -SODI 1 I FPxuE HUD . 6063 -15 . - 2 YE -500. 1 • FPAUC SILL 606] -15 1 - ] I YE -5006 1 5U. RISER I 6063-T5 I- A YE -;AOT AS 2E0D. FRAdE JAMB -VENT 8063 -15 T- 2 I YE -5003 AS 6E00. ;FRUIT JAMB -TAXED 1 6063 -T5 I - 6 I YE -5019 1/ VENT I FOXED OTC. VA. - . 1 6062 -15 ) - 7 I YE -51379 1/ VENT MT TOP HAIL 2063 -05 I 6 2C -5026 I I/ VENT VENT 90010+1 Oa 6063 -T5 ) - I I 10 - 5016 1/ '1(NT VENT IH:ERLOCK 0063 -T4 1 - ID YE - 3007 V VENT JANE HAIL 6066 -TB I- 11 S AS REC0. ROLL FORUEC 0226 BEAD MIRRWILI I - 11 II tOX3 /4' 5MS AS RECO. FRAME 8 v(YT ASSY. SCREW - ICAO PLA1(A SMS W/ 46 NEW 13 YH -6016 1/ 9(HT CAM LATCH • 211220 1 OECD. PLATED OR P1I24[0 1A (1003/1' 27.15 2/ LATCH LATCH 11152. SCR(w - CAD PLATED CRS 15 - AS RE00. FIN SEAL PILE W/ PLASTIC Pitt - I TOP & BOTTOM RAILS 16 - AS RE00. TIN SEAL PILE 61/ 61.65010 AN - 1 6077086 RAT. 17 - = - 15 211 - 6021 2/K242 ROLLER ASST. - 114 & Y0 - 6003 62 6 a I1 TYPICAL AMCH0R5 SET ELEV. FOR SPACINC TYPICAL ANCHORS SEE ELEV. 113T WOOD SLICKS O A00-014 RISER REOM�. ON X01 SIZES ONLY • ., a LE2AL STRUCTURES (STEEL OR ALUM. I/6 _ 1114. THICK) STEEL : Fy - 36 X51 1297. ALUMINUM : 6063 - T5 MW. TYP ORS SEE ELEV. ANCH 1 \ th j i'PICM. ANCHORS SEE ELEV. FOR SPACING 1TU 61 PRAY MS. ; DE5(61672175 WOOD BUCKS 0102 BY YALE COON, MUST SUSTAIN LOADS IMPOSED BY GLA2:NC SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING TYPE '.4' 1/16' TAPCOHS INTO 2BY W000 BUCKS OR SNOOD STRUCTURE 1 - 3/6' MIN. PENETRATION ENTO W000 THRU IBY W000 BUCKS INTO MASONRY OR DIRECTLY INTO IAASONRY 1 -1 /A' LAN. E4E0 INTO MASONRY OR CONC. 3 /S6 I2RIIIFIF% SFIF ORLII SCR MS INTO METAL STRUCTURES (1/5 MAN. THICKNESS) 11(1 6 ''1 INTO APPROVED MULLIONS (NO SHIM SPACE) . TYPE 'R' f /4' TAPCONS INTO 2BY W000 BUCKS OR 12000 STRUCTURE 1 -1%2' MIN. PENETRATION INTO 'WOOD THRU 101 WOOD BUCKS INTO UASONRY OR DIRECTLY INTO RAS AY 1 - /4' %TIN, EMBED INTO MASONRY OR COLIC. SEALA;i7S; . • FRAME ANO VENT CORNERS SEAMS. FI %ED MEETING RAIL EPJOS 4'10 INSTALLATION' SCREWS AT Sat. SEALED WITH WHITE COLORED SEALANT. WEEP HOLES: WI -1' NOTCH AT EACH ENO OF VENT TRACK 1Y2 a •1/2' NOTCH AT EACH ENO 6: AT 30' FROM EACH ENO NUw0O.M FA STRI1WRES FLA. PE J 16357 112TEROL H.1.YT " /9L'PP LTER/RCSIANS6 • By Ml. E1 17I, PRO DUCT RENFY6'FI, P3 eamplyf6R MI5 Andel 0 +W1,O C.elt AeeglMUrr Nu ry- ,j A Z EArinQan IIAI4 TY1FC dr I'.J,N1 0.2616 1 k Ii dmwinq 00. W96 -25 II Ih6e 3of 4 DESIGN LOAD CAPACITY - PSF Nx ORCC)l2ESI OESIGS LOAD :3PACITI' -PSF A� S[2EiI Lz34.--"), A. 96.mVINV —moo' HINDD6 D151S. A D31 856. 05.455 3/14" .5S. 6U. ' 3/10' TESIP. GLASS 1TIVD06 DI XS. A 3/16' A..NX. CLASS GLASS TYPE 'A' .ANCHORS PE 'A' TYPE .ANCHORS TYPE '6' ANCHORS TYPE 'A' ANCHORS TYPE 'B' •A.4C110R A 5 TYPE ' ASTHOIS TYPE '9' ANCHORS ;HORS TYPE ' Ti 580110 REIC14r ( EXT.( +) INT,( -1 EXT.( +) I IM,( -) EXI,(4) 1 IM.( -) EXL( +) 1 1514-1 EXT.',4) I 1n1(-) 1.50954 HEIGHT EXT. (4) 1 Rai, -1 (51,(4') ( IK.( -) Er•(' R, { +} INT,(-) 14' 36' .40' 65' 72' i . 313 139.0 553 I 139.0 55.3 1 210.0 55.3 139.0 55.3 250.0 72' 65' 96' .508' 24, 5 153 1159 05.3 I 144,0 55.3 113,8 55.3 197.5 353 46,0 55.3 139.0 55.3 1 202.2 55.3 139.0 55.3 240,0 5 55,3 117,3 55.3 I 1157 513 117.7 55.3 200.5 55,3 763 553 136.0 95,3 1 1433 . 55.1 139.0 55.3 210.0 7 55.3 10].] 55.3 4 103.3 313 121.6 58.3 207.4 55,3 ' 85,5 55.3 1104 513 I 110.4 55.3 139.0 55.3 210.0 8 ' 55.3 , 91.3 55.3 1 91,3 55.3 1718 55.3 210.0 % % 55.3 41.1 55.3 1 41.1 55.3 115,1 55.3 197.5 72' 05' 46' - 106' 36' 5 55.3 77.2 55,3 1 91.1 35.3 77.2 55.3 131.7 24' . 36' 46' 68' 7 36' 35.3 42,7 55.3 9I.7 54.3 1 I55.0 55.3 92.7 55.3 1560 6 55.5 78,4 55.3 764 513 53.3 126.3 DR s a 4 F 35.3 60,0 55.3 on 55.3 1 1355 55.3 92.7 55.3 1560. 7 35.3 • 742 553 1 711 53.3 55.3 124.2 -1 35.7 51.7 55.3 95.8 55.3 1 90.6 15.3 92.7 55.3 130.0 6 55.3 653 35.3 1 35.3 55.3 82.4 55.3 122.6 X X 353 74.9 35.3 74.9 55.3 92,7 55.3 1251 72' - ' 6' S 55.3 37.6 55.3 I 66.3 55,: 53.3 ' 92.0 % % 55,3 63.2 35.3 65.2 55.3 1 77 ^ " ' "" 55.3 S67 35.3 56.7 ` 55.: 53.3 82.9 9 48' 55.3 66,2 69.5 52.3 110.5 S 52.2 52.2 t 52.2 58.: 58.3 77,6 45.5 45.5 69.5 53.3 110,6 3 50.8 50.8 1 50,6 55.3 61.41 55.3 73.6 X 0 2 68.1 55.3 68.6 5 0' 46.3 55.3 57.3 55.: 55.3 649 X 6 55.3 55.3 1 533 S 45.2 45.2 ! 45.2 55.3 47.1 55.3 612 YALE OGRON MFG. CO. INC. 671 WEST 18TH ST. HIALEAH, FL 33010 -24Fs0 7fL (7.05)-867 -2W6 FAX (749) 663 -1JO9 X % 50.7 56.7 50.7 S 4 2.0 420 1 42.0 53.3 48.7 533 50.4 34' 26' ' 4 0' 00' 72' 80' 2 33.6 33.6 55.3 55.6 55.3 949 3 - -- - -- - -ICRS ' PER 14E50 1 SILL .. , . 3. % X 55.3 ' 559 55.3 863 55.3 55.0 55.3 58.8 .4 % % 55.3 55.9 53,1 569 55.3 55.8 55.3 69.0 S % X 422 42.2 42.2 43,2 35,3 55.8 55.3 56.9 5 X X 39.2 39.3 39.2 1 39.2 52.4 46.3 52.4 52.4 . 4k1=i r lb r . ) r o- . 26-1/2' 37' I:1 /g., U 72' 26' 2 533 116.2 353 119.2 53.3 1 498.1 25.3 116.2 55 196.5 3 53.3 88.9 55.3 124.6 55.3 177.1 55.3 124.6 53.3 210.0 4 SS3 ' 67.3 55.3 115.7 53.3 115.7 55.3 115.9 53.3 597.7 5 _ 5 X 35.3 82,6 55.3 1 62,6 55.1 1248 93,3 250.0 26 -I/2' 37' S3 -1/8' 72' 36 -1/9, 2 55.3 78.7 35.3 75.1 55.3 134.2 35.3 76.7 r }5.] 414■2 3 55,1 55,1 55.3 84.6 533 121.5 - 55.3 84,6 55.3 144.2 4 . X 5 55.3 76.0 55.3 76,0 55.3 75.5 . 55.3 •719.2 • I _ ____ _ _.__ XO OX XOX - 5 X 2 55.3 60,5 55.3 1 60.3 55.3 64.6 55.3 r 108,1 25-1/2' 37' SS -I/8' 72' SO -5 1' / 2 51.7 51.2 58.3 59.7 55.3 101.8 55.3 59,7 55.3 101.6 3 31,7 37,7' 53.3 64.1 55.5 101.3 55.3 64.1 55.3 103,8 CLASS WIDTHS TO BE E01M1 ON A40%1#0 MIS F1XC0 :RTES i' ROLL FOR94ED GLAZING BEAD ' 050 -ANN. CLASS QR • 4 % 5 55.3 59.6 55.3 568 353 59.8 55.3 60.5 5 X X 47.4 47.4 47.4 47.4 95.3 64. 33.3 66.9 26 - 1/3' 37' 53 -I /O' 72' . I 2 28.3 20.3 55.3 48.0 55.3 849 55.3 48.0 55.3 61.8 3 - X $ 53,3 51.5 33.3 79.9 55.3' 51.5 55.3 874.9 4 % X 46.1 46.1 44.1 461 95.3 47.8 53,3 57,9 r -3/16' - ANN, 51.4.55 • OR 3/18.-204P. GLOSS 3 % % 36.6 36.6. 38.8 1 36.6 44.7 44,7 44,7 , 44 T - A = 11fA OF ANCHORS PER HEAD 1 SILL • • • - GLAZING SCF0IEE MAORENi/5 5555 ` • COISPOUNO a � 4 � Y. --- drawing W96 i �. � ", 1, _ g - no. -25 5 � QPTIOV5 E^V: C9. 1NIlA7D1/A F1Ja00 M 16557 I t 4 , PRODUCF RENEWED r ns NI=P1/ ins nbh 8e FTg4864 116101n1 Ewe Amman, Nn 1/ . 5, 4 /.11.6 07.!CFfi.... BY 4464 ,_ m,. DadePsennerCua4 DGei' ' ' ' I.AZINCi l+ 1 1 -. 1 et • • K Ole W000 BUCK I /4" VAX. SHIN VENT WIDTH Q.L.O. (D) E GTEP.IOR %MOOW WIDiN XO L•.Y O% oPPO51TE 13� 1 /a SHIN LLPIEA& AHCHCRS . rSEE ELEv. 18t yE 110 BUCKS VYNT TOP /BOTTOM CORNERS TYPICAL ANCHORS SEC ELEV. FRAME BOTTOM CORNER !TXEO L4 RAIL CORNER • PIt011 • o r s'RmpH rag hilt llkr RRdtII Buidteg ILRu Arrrpu ore 11'42- Eipifrns, Mir ii• r: OR. . /MAIN;IYr MICOO SIRUCNRES M PC r IB65T • 717 4 J - 1.105 1 .062 FEL 1,131 L� I —+ F --.312 .697 FRAME HEAD • 1.469 FRAME STLL. .175 1—.110 4 SILL RISER FRAME J4,690 VENT .062 —1 .617 L 1 1.292 1.072 -y .687 i i I qq 363 R l .062 VENT TOP/BOTTOM RAIL 407 ly c .730 JAMB SBLE 907 1 � 1.000 -7 I I .01.2 — ' ?' j 1.636 .623 f C X7 .906 .344 d l MEETING RAIL 1 99 7 11 ,s - 1 .. . � F• - 1,125 R %ED MTG. RAIL .406 — r .607 7 [GIASS Y1DTNS TO 6C 00692...09 uOVWG An0 RRE6 LRES l VENT WIDTH SY I/8' WINDEX WIDTK TYPICAL f1FVATIOh{ TESTED UNITS THESE WINDOWS ARE NOT RATED FOR IMPACT. MIAMI—DARE COUNTY APPR'O IMPACT RESISTANT SHUTTERS ARE RECO. THIS PRODUCT IS DESIGNED 70 COMPLY 01RH TNE.HIGH VELOCITY HURRICANE 20HE OF THE 2001 FLORIDA BUILOING CODE. ALSO FOR W1060 LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, AJICKORING OR LOADING CON 01110195 ROI SHOWN IN THESE OETAILS ARE N0T PART OF 71115 APPROVAL SERIES 6800 ALUM HORIZONTAL SLIDING IVIND0IT DESICN LOAD RATING FOR THESE WINDOWS FO BE AS PER CHART SHOWN ON SHEET 2. 6• LOX. TYP, HEAD /SILL CORNERS 29 9/16 0.1. OPG. 31 7/6' VENT WI01K 0 11 11 . II II I. 19 3 /16' O.L. OP G. 66 1 /2' YtIN00W 745TH 13' FALTC IUITCNS i WOL r?U#FACE PPPI.[E0 r OPT[ON9L 1• 9/16' DA. 090. 31 7 /B' ANY 010161 PRODOCFRENEWED U compIY6na n43164 F7orfda DuNinO Culls 69 31:4943 30 Pirmluo .0i Z F 1 T. 8 L' Tv 11 n u a am p U ^ cr C) o n 440 l 1•: 0 p z 6111 y O 1 drawing 60. W96 -25 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. R ( 3 TAX FOLIO NO. lt Z O0' C41 _i STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,' and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Legal description of property and street/address: ,U ''1 ` k e t.'.•t 2. Description of improvement: IC \ lit etA if wner(s) name and address: D e ii ✓' Interest in property: . Er Name and address of fee simple titleholder: dCaxc�: . c E ee. 4 Contractor's name and address: aul dre c ifr farAri .?i3 5. Surety:.(Payment bond required by owner from contractor ATE , 1 H �T k� Qy� ERTIFY .hat C eh on s a tru Name and address: .r . nal fi led in this my hand and Official Seal. UVIN, CLE K, of cult and County Amount of bond $ 6. Lender's name and address: gnature of Owner Print Owner's Name Sworn to and subscribed Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 before me this 1 �►�A,e_cfa. 4, 200 d ( use t 0 vi — co 7. Persons within the state of Florida designated by Owner upon whom notices or provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ae.e, tom. 4. Kle_t'n day ei 4 46 1444 _ w►- CFN 2004 RO993368 4 OR Bk 22733 F9 0028i (1P9' RECORDED .1U/1.4/2004 14 : 37 : `I3 HARVEY R:UVIN► CLERK OF COURT NIAI'II -DADE COUNTY? FLORIDA LAST PAGE 111111111111 111111111111111 11111111111111 1111 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe date Is spec fed) Prepared by ( ''eS Sr elicr, Aiv� AIMEE HARRIS :Notary Public - State of FMdr MyCormis trsecioesMar24.2008 ' Cu tashn, # D0303543 s: 3 E : 2 A) C, ci6 S �J rcovi. Cit fes P 1, 3i j3Ii NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. R-0-1 2 1 0 TAX FOLIO NO. U _ �Z 06 - (4 - i eRC STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Legal description of property and street/address: ,\Aor � F1 • 3 l Co 2. Description of Improvement: tik_ F' ✓1 J ci k-ko ✓\ wner(s) name and address: 0 4 ! ) Y 5 di) Q CV'e f " Interest in property: .. nu, E r Name and address of fee simple titleholder: b1 . A► € c Contractor's name and address: Paul Ko le c ) JE CV S K. e (awl 3 - . y OF DADE ST T • 5. Surety:. (Payment bond required by owner from contract E y) EHrIFY that this is a to ri inal filed in this ice on Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or ether docu r = • - served as provided by Section 713.13(1)(a)7., Florida Statutes, I Name and address: / 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe ent date is spec led) d ore 1/o Vj.e i✓, 14i1 c&n .) €64.4 . �,►�' a/ 's gnature of Owner Print Owner's Name 0 -14 . 4. rl MO-&. Prepared by 4'c'S c', rreptic- , Sworn to and subscribed before me this 1 Lf days '45( efi — ,+kii'?�■ M : -, AIMEE HARRIS I :Notary Public - State of FAddrJs 4 -t , /n r - Alta cer F I Notary Public . ,�- /1 Print Notary's Name s ' ' My commission expires: 123.01 -52 PAGE 4 802 S Mime_ it. a4I 200 CI 5 , U e � `3k e e t C; p lc , r o c MyCann taionecitesMar24.2008 ,°,°,,;Y� Cu. tsstu,, # DD303543 Ct= 2004R0903684- OR Bk 22733 P9 01128; (1P9) RECORDED A0/14/2004 14:37:43 HARVEY RUVIN? CLERK OF COURT MIAI'1I -DARE COUNTY? FLORIDA LAST PAGE 3 1 �9 my hand and Official Seal. UVIN, CLE K, of cult and County"' � �� a 11 1111111111111 11111111111111111111111111111111 33,3 s: 3 .0 [' c 't i'e e'.'� buir� i� G - 4, s �t r2 • .L ('7 , ft 11C}x S L� t.3 a N . D W 4 2 ?2 f AVI PPO T 47 t4/ eivr- . ' ,� -1' gc- rro i i OF eAcy Ti' L)fS AS rdtL :• (Z) A -7 L STEEL PL,,'rcr Ej4cK 's z }C X 6 k x � L Rcti1 (L/1TG HAs (.2)- s / R.lfser/ RAO NER2 stILF - ()LILL grVC/ &I wr-Lkt pup. uMBc� /NTu 3"°1 f G.Icitcr ( Fob lo'Orr- IS' _D•,( c.7 - 0� A -7b siz%fi. ft.Arc zk 6 1 1 - 4. w rri t2 ) - %4.6 (Lt61 /it D SELF-P )-L, ///V( 4/ w epi g "D. I A+' j 3 3/s; coN�� rs � z^ � � 5 WT sou cV ENO Pg. Q1scK AND ENO 011 A.) S e 2 �ND hv;. T' LINO. r gfe i- • ►„ S —� 7/ 3/¢ s- / 11 7/" / 7 4 / L t o _o I ( -a / 1 /1 : DujiCa . s.. Totes, l5- 2 '1 $4 ' 1 1/ 1 yG n 1s 5cg• 4° PIPS St=7..E.5 r escr 56.A IN £ n'4. kA.1 C h (A ,aJ.� Z,A v Sort Sch. 40 pipe shal with ASTM A -53 Allied tube 50/55 wirrA'»S* shall comply w /ASTE A -569 i A IJ'r- 5' -af 7 -o" 10 ' /a. rp 1 bi. ^ 9 2 • , • mss ��Pt a4 „ F'RO. CI i G•4 5' - o 1 . to 172' /NT• ,ENp ,� - -74 . . 1 / 1 /2: k 1 2) 7-0� cfroe f� LLI EO 5 T tJ b r--i G S 1 ZE 5 w'ird Ci1Qro si 3/4° 14 4 '7- 3 i! 2.For 1/2 use 3 /4 3.Fer 3/4'0 use l sq. -4.For 1'0 use 1- 1 /4 "sq. 5.For 1 -1/4'¢ use -1/2 sq, G.For 1 -.1/2 "0 use 1- 3 /4'sq. 7.For 2'¢ use 2'sq. • -41 ' ` /Z" 3f�- 1, - "I og I s , -o , 4 St I . -, li 3/4 " 3, h ('.A 'NJ.) j !.. " tom 12... /.c SQUARE TUBING- ALLIED 50/55 W /GATORSHIELD 5ubsta*u *_• S1=es: ANGcLO J.T. TIBERY • 1 ' 11/4 -3 4 Ys 2Y2 ' /G.' „ 3/41., t " " 1/4." - 5- I =, o' /:R. t APPRCV,;D AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT- C 010 1 BY PRODUCT CONTR DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 -052. - I. 64 for qen. TYPE -=' r= waizi •AiN1.11UG - i?AM S 1 . ." Germain Canvas & Awning Ca. • 7180 H.E. 2nd. Ave. Miami, Fl. 33138 j•5 r 1 1 1 '4 IO %2" 3 • 3!a,.2 OsiN R0oLT AvCi+c) - '16L20 Co Lac.. • i/; it?/v. L- ' MgGO. • s.aL:T'1LLYI�2z P - t t • r $.1/ 6xd" At.M x,Arum+ texlo" owl co Foo-fr ‘rj 2 a SaEa g SEC y 10,J 16 " M1., It s ploitS r0,2 yZ t,� 11.6u0 t Sea-0014- A+ w 2 M+N Fit t N CoNC . io P ZoTT � _ • VEnrs , T2oSS S n 41, = .= 11I S .- .. Co - 0 34 ars K6 " X4,'` 45r/1-43c, b srEc. P44- C 13ZU ) /; r r''= r1109 t ;l? r ON L f 4 f2 1 4 '14 f4 S o L. r110 COriC RE'r>: u6 S/ LzE 45 P6 Gdl, NorE ro COL. 1 ptr Ai # S viz r4411 P"- GENERAL NOTES t 1. All tubing to be ALLILD 50 /Z5 yith ®Gatcrshiald All pips to bs ASA scheduls 40, galvanised.' 2. All vs14s to comply with A.M.S. Cods(lat$st. aditio , 3. Cover rsld areas with corrosion rasistanos.•ooatinq. 4. All fraass are designed in a000rdanos with t?la following Codss.(latsst odition). • a. South Florida Su Lading Code.' Chapter 43 5. Canvas awnings aus • windat above I Das - • • ' - b r 4N7 •K VO44 /4-it(14G• iI•-4� � i.,.c y�L o 7. All conneptions to Ds fully welded (U.)(.C.)' 4. 9. All fraaes have been designed using rational analyses cro T i za — s 3}3 P L c. zzo \tax) o' couiczc't AVU 4SROOF A►1C1�OQ�D_g� CLJ Cover. Fo4 A6wFOO.tGvr_J. 3" CiyR.) 3- S 6Aes c —r•r4- way • • • - S- I 7 -e « r'4- .T►b •2 t 2, q d t be rsaovsd during parLods of- .Itoiyh toll gala wiods FABRIC AV'W'ING FRAME Germain Canvaz i Awning Co. 7180 K.E. 2nd. Ave. Miami, FL. 33138 ANGELA J.G. TIBERY Pto/vsslasat Eng inber 1231 S.E. Mb Court Ds6rtisld Eeach, FL 334-41 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COBE - DAT U BY .� - J PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 43 -5 - D,Z 4 JG. S �� 14- - ('' Court DWG C OOL. DATA 4 E QU I fi MENT SIZE 4 PEPTH: 15' X 32' 3' TO 6' CAPACITY: 15012 GALLONS PERIMETER88 LF 446 SF PUMP:1 HP 2 HP THERAPY FILTER 100 SF CARTRIDGE TILE: 6" STANDARD COPING: BULLNOSE -BRICK CLEANING LINE: YES CHLORINATORPOOL PILOT TYPE OF PATIO: PAVERS EXIT RAILINGS: NONE POOL FINISH: DIAMOND BRITE TURNOVER 12 HOURS ( MAXIMUM) 42 HR MISC:2 HP BLOWER TILE EDGE OF STEPS 2 "X8" SPILLWAY OR WALL 2" BELOW BEAM 6" WALL W/ O/C EACH WAY SEE TYPICAL WALL SECTION FOR DETAILS 8" AUX. POOL pRAIN W/ ANTI- VORTEX GRATE SECURED W/ SCREWS. AUX. FOOL DETAIL QTY RETUIaNS:3 LIGHTS: (2) I2V, 100W SWIMOUT: 18" X 48" HEATER GAS DOD: NONE SCREEN:NONE HAND HOLD DETAIL NTS N.T.B. ELEVATION OF DECK IN RELATION TO HOUSE: MIN. 4" BELOW FIN. FL. NOTE:POOL HEATER Sl -TALL 15E PROVIDED WITH A THERMOSTATIC OR HIGT PRESSURE CONTROL SWITCH OR OTHER ACCEPTAE!_E OVER HEATING PROTECTION DEVICE SO POOL WATER DOES NOT EXCEED 110 DEGREES F, PER 5005.1 OF SFBL NOTE:NO 90 ELBOWS ON SUCTION PIPING PER SFB.0 50053(bX4) POOL FILL HOSE BIBB SHALL HAVE VACUUM BREAKER PER 5FB.C. 50042 (c) POOL EQUIPMENT SHALL COMPLY WITH SFB.C. 230Sk (a)(b) POOL COVER SHALL BE PROVIDED PER F.E.C. 612.1A13C232 POOL DESIGN BASED ON RATIONAL ANALYSIS. •18" X 48" RECESSED SWIMOUT W/ TILED EDGE TILE - (TYP.) CLEANING LINE W/ VAC -LOCK SUJI1" LOUT DETAIL N.TS. 18" SOIL STATEMENT SOIL .4T SITE IS SANDY AND HAS A1000 PSF SAFE BEARING CAPACITY AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 F'SF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = 1.0 / MSL TOP OF POOL ELV. = 825 ✓ MSL BOTTOM OF POOL ELV. 2 «2S= 1 • MSL HYDRAULIC HEAD 4 ' ALLOWANCE HYDROSTATIC VALVE= -2 .0' NET HYDRAULIC HEAD USE MIN. 611HICK CONCRETE FLOOR SLAB V RESIDENCE POOL PLAN SCALE: 1/8" = I' -0" 12" RAISED AUX. POOL W/ TILE BACK IR' TOP EXISTING COVERED SLAB W/ PAVERS NORTH 1/19/99 YEKTA KAVASOGLU P.E. tl 41310 En g 8 a f "4 61 O z Ln r = rff ;124, C= 1∎1E 1 ,41._. NOTES: I . ALL FLOORS 4 WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 25 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL•RZINF!S1EEL TO CONFORM TO A.S.TM. 615 GRADE 40. 3. ALL POOL PIPING TO BE SGI4ED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK THIS PROJECT IS IN THE vICINTY OF PROJECTS THAT THIS FIRM HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT 11-115 SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED 114E CONTRACTOR SHALL NOTIFY T1415 OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS TI4E DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFtEY OF EXISTING STRUCTURES. 6, TH15 DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN 114E FIELD. AND ESTABLISH LOT LINES. 1 • THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY TI4E LOCAL REGULATORY AGENCY. IN GENERAL, 1-10LD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER a TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 5' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER 514ALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES 514011Y ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 1 12" 12" IS" ■ Y1rrw.l�rwlr��lrrw.fww�Jw w.i* / .3 12 EA WAY (SEE TYfI'ICAL WALL SECTION) DETAIL OF STEPS N.T.S. HYDROSTATI I,UELL POINT 2- CONT. COPING TILE WATER LINE cri s "TO6" MIN VERTICAL 2' -3" 514ALLOW END 3' -0" DEEP END p 'i�:�s APPROVED FINISH 6" MIN. GRATE TO BE FASTENED VALVE 1 1/2" WITH SCREWS. ROCK 0E0 WELL POINT DETAIL rats. 26' 32' INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL SLOPE IF III - II 10" 1/0- 0 3 ATV O.C. E.W. BOTT. CENTERED TYPICAL WALL SECTION (FOR DEPTHS 10 6' -0 ") 2" COVER (CENTER) 5" TOP 4 - " a • TTOM W/ *3 AT EACH WA 1 :1 MAXIMUM SLOPE WATER LINE - IN SHALLOW END MAIN DRAM ` TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER Oar iliw 3 �f (2) 100 WATT LIGHT W/ LOW WATER CU1 OFF DEVICE 48" MI STEELTEX FORM, KRAFTBOARD OR EQUIV. 6' N.T.S. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. TH15 POOL IS NOT DESIGNED FOR DIVING. LONGITUDINAL POOL SECTION N.T.S. WP MANUAL STARTER SWITCH ) OOL DECK (2) JUNCT. BOX 1" NON - CORROSIVE COND. SPST TOGGLE SWITCH 12V TRANS. 3 12 IN 1/2 COND. PUMP FRAME, FILTER TANK MOUNT 1/4" x 1 1/2" LAG SCREWS. REINFORCED CONC. SLAB 11111117 N I III -II° 11 =11 ELECTRICAL DIAGRAM II FILTER / POOL PUMP, FILTER AND HEATER ANCHOR POINTB(TYPJ NOTES: ANCHOR BOLTS THROUGH BASE (1/4" x 1 1/2 ") LAG SCREWS FOR POOL PUMP t FILTER HEATER 514OWN AS OPTIONAL (4) 1 1,2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 1 3/4" x 3/16" TAP CON AND (4) 1/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCNORING TIME CLOCK PRESSURE GAUGE AND IR RELIEF VALVE PIPING SCHEMAT BLOWER (2) PUMP MOTOR IN POOL. AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ •8 WIRE PUMP W/ __1 -IAIR 1 LINT STRAINER N.T.B. NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 1/19/99 YEkTA KAVASOGLU P.E. • 41310 w p OL O 1L } - Cn Z r 0 z z E TYPE OF SURVEY; BOUNDARY LO U! 0 BASIS OF BEARING SYSTEM WHEN SHOWN REFER TO: ,�.4 047/ )' e v , I.� ,/,; 7' 03. O u o .z' r'p . • S' 4GG 'QSO.y ?4G / 27.4.5 f • T 7S" ' j i'OEGi" - 7 ' ' '3 , • • o • ^r SCALE: 1' m. 3 L' / / /0 .. N 4J / / / / PROPER ADDRESS: ST /d''>/ SOURCE ' L,GAL DESCRIPTION: G/ : % e ;%/ FUG DESCRIPTION OT /3-, A A/ SUBDIVISION '4/`9c'v `" --- = // - 57-144 -= ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK /S AT PAGE /7 OF THE PUBLIC RECORDS OF Z, � COUNTY, FLORIDA. a ' NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL A./ - 7 s ' LOCATION SKETCH WE HEREBY CERTIFY: That the attached boundary survey of the above described property is true and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there are no above ground encroachments unless shown, examination of the abstract of title will have to be made to determine recorded instruments, if any, affecting the property. Location and identification of utilities on and/or adjacent to the property were not secured as such information was not requested. Ownership is subject to opinion of title. This survey meets the minimum standards as established by the Florida Board. of Professional Land Surveyors pursuant to chapter 21 -HH-6 Florida Administrative Code. BRICKELL LAND SURVEYORS, INC. 1414 N.W. 107th AVENUE, SUITE 315 MIAMI, FLORIDA 33172 TELEPHONE (305) 477 -2300 7 `Z' SCALE:1" _ /OCR FLOOD ZONE }� BLOCK /o/ s� c r'io,/ ,v s 4 FOR- /C6 & /<\/ -/ Cc'.eT / -'/ ;� 71° ' G/ .7 S ,a.✓.t� �-�_ o._ � or v .= Imo: s.G�L Q .:, ,= d0 Spvi -v G� G - d-L- ; 7. r /A/ o. .Q4-'O , ' >,q . ,eLC/.L/.va PROFESSIONAL LAND SURVEYOR NO. - ' STATE OF FLORIDA E 4 / - DATE: ORDER No 8- 7 1 22 - / / / / , (2F'/ `' \ /5 / /ZS ZJ /4 /S /' /7 / i, Zo ' . �So -, ,. //, , , .. PROPER ADDRESS: ST /d''>/ SOURCE ' L,GAL DESCRIPTION: G/ : % e ;%/ FUG DESCRIPTION OT /3-, A A/ SUBDIVISION '4/`9c'v `" --- = // - 57-144 -= ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK /S AT PAGE /7 OF THE PUBLIC RECORDS OF Z, � COUNTY, FLORIDA. a ' NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL A./ - 7 s ' LOCATION SKETCH WE HEREBY CERTIFY: That the attached boundary survey of the above described property is true and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there are no above ground encroachments unless shown, examination of the abstract of title will have to be made to determine recorded instruments, if any, affecting the property. Location and identification of utilities on and/or adjacent to the property were not secured as such information was not requested. Ownership is subject to opinion of title. This survey meets the minimum standards as established by the Florida Board. of Professional Land Surveyors pursuant to chapter 21 -HH-6 Florida Administrative Code. BRICKELL LAND SURVEYORS, INC. 1414 N.W. 107th AVENUE, SUITE 315 MIAMI, FLORIDA 33172 TELEPHONE (305) 477 -2300 7 `Z' SCALE:1" _ /OCR FLOOD ZONE }� BLOCK /o/ s� c r'io,/ ,v s 4 FOR- /C6 & /<\/ -/ Cc'.eT / -'/ ;� 71° ' G/ .7 S ,a.✓.t� �-�_ o._ � or v .= Imo: s.G�L Q .:, ,= d0 Spvi -v G� G - d-L- ; 7. r /A/ o. .Q4-'O , ' >,q . ,eLC/.L/.va PROFESSIONAL LAND SURVEYOR NO. - ' STATE OF FLORIDA E 4 / - DATE: ORDER No 8- 7 1 22 - 7,9riopirs VftL - TO COMP !!!PCE ty FE.)1, STATE AND COUNTY ioULES REGULAI)ONS. I •..7;i0RES ULLACii .',0 FOR Accup,Acy OF OR :::'.1.3111TS RC;7`i. •Z:ClUT i- CC•DE tLOPTED t & SA ; • .:!-e1;;',"(1 ARE •••_f_iij; rns WTNE OT PERE. 'It ROLL BACK © E .RODUCT nAg( (L ION OPTIONAL -- { 1312'I- -20 x 3 4' 5.5. STUD F-1.181'- • 0.125' I 1.500' TYP. -I MAX 11.315' 229.s: t•0025' 1315'r PRODUCT MARKING I GALVANIZED I (LOCATION OPTIONAL) 1 k' ROLL BAC< O STORM PANEL GENERAL NOTES: I L312' - 1.181 -_1 I- 1.181' -1 F- 1.181' -1 I2.500' PANEL COVERAGE 14.438' PANEL LENGTH 0.125' TYP. I 1 1.00' MM. 5000' MAX. 0 STUDDED ANGLE ®BUILDOUT /CLOSURE ANGLE 1. 11415 SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARC E MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING- CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT. TAS 202 FOR UNIT -OR 1 STATIC AIR PR AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS 14A5 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING- TABLES. POSITIVE AND NEGATIVE PR TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WI-EN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE tirrw THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd•065 15 ALLOWED. 4. THE 54-UTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL SITE SPECIFIC DOCUMENTS TO E= USED IN CONJUNCTION WITH 11415 DOCUMENT. S . PERMIT HOLDER SHALL VERIFY THE ADEthJACY. THE- EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ge STEEL (GALVANIZED THICKNESS t.0.029' MIN) CONFORMING TO A5T71 A653, STRUCTURAL QUALITY. GRADE 80. G50 GALV COATING WITH A MIN. 920 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 LLumiNUM ALLOY. UN.O. 1. PANELS SHALL 5E PERMANENTLY LABELED WITH A MiNIMUM' ONE MARKING- PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STOR - 1 PANELS HAVE BEEN DESIGNED AND TESTED TO T:-4E Ma)IMLr1 SPANS AND LOADS 5110U2N ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING - CORPORATION (CTC), OF MIAMI, FL, TEST R Na. 02 -041. 10. 70P 1 BOTTOM DETAILS SHOWN MAY BE INTERC.HANG-ED A5 FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H• OR 'U' HEADER5. 11. ALL BOLTS t WASHERS SHALL EE ZINC COATED. ALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. T 0 1312' I I 100' MIN. 5 .000' MAX. O J -PAN CLOSU 100' r � ISga TYP Ex15TING CONCI TE. HOLLOW BLOCK OR WOOD FRAMING. (t • 0.0516' rGALv STEEL, + I GRADE 50) x 2.043' 12.,5' 0.093 0015 0.063' 1935' 0 .015' 0.063 063' I- 1.931' --I I3 TOP '14' TRACK 1 4-20 5S. SIDEWALK OR MACHME BOLT I WA54ERED WINGNUT • 74' o.. TYP. 18 GA. GALV. STEEL BENT PLATE (0.0418' BM. THK) OR 2',2'x.125' 6063 - 16 ALUM. ANGLE BUILD -OUT DISTANCE 1.000• h 2.062' 0 re 0.062'- I , -1 Z 0250' F- 1.181' 14 HEADER O 0 n 1 1 0.350'l r 025 L F 0.050' 1 1414 0095 °25°. III 02.65' 1 WASHERED WINGNUT (ZAATAC 3 ALLOT) 206r L -1 -11.- 0093' I4 BOTTOM 'H' TRACK -i 4' MAX cXI5TMG WINDOW O CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GR THAN OR E0JAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 FEC SECT. 2413.13) `o IJT T 0.062' TYP ALUM. ANGLE ® OR J -PAN CLOSURE PIECE Q9 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSE: FASTENER • 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81pst (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 8 ipsr. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • I0' O.G. SUIL D -OUT MOUNT CLOSURE DETAIL 0.063' ( 2.000'1 O U' HEADER 025' IMAX 0315a 11 L0.500' 0 r "T II KEYHOLE WASHER Gm.," STEEL GRADE SO (USE IS OPTIONAL. RENTED oNLT FOR USE WITH TIO)SS NEAO ANOIORS • CALK -17U IS ) TOP 1J' TRACK EX15T. CONC, HOLLOW BLOCK OR WOOD FRAMING. 3315' MAX. - .;3,5' 0.189' / 025' MAX. A 02,90' TYP 0370' 0.410' 0.650' BUILD - Orr 'F' TRACK • • aT • QT 00'33' EMBED 0388' 215' 0.191' 0.452' r 4000' 1.000' r 0.125' O 'F' TRACK 0063' 1 0.125' TYP LI O.m95' TYP. 17 0.063' O HEADER END CAP 12 LAO' DEEP TYPICAL n tlh 0.063' 0093'- I 0093' -11- 5313' 0093' 16 BOTTOM 'U' TRACK 1 1000' E�:ISTlNG CONCRETE. HOLLOW LOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.7.5. 0500' OVER ...AP MINIMUM FASTENER • 5' 0C. FOR DESIGN LOADS LESS THAN OR EQUAL TO Ell's( (SEE ANCHOR 5C14EDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 8lper. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • I0' 0C. F O TRAP MOUNT CLOSURE DETAIL NTS. BOTTOM W MOUNT (Caw ALUM. ANGLE ® OR J - PAN CLOSUF PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. WIDTH UNLIMITED (PERP. TO PANEL SPIN) TOP MOUNT (CO •TYPE 5 D A REO) NW NS TOP OT (CO TYPE AS 1(2'D) 025' MAX G EXIST IN CONCRETE. HOLLOW BLOCK OR .^. WOO FRAM ING N TYP. SECTIOS OPTIONAL '4.20 STITCH W BOLTS WITH ASHERED WIP JJT5 FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE 1111111h11111V1' TABLE) PLAN VIEW 11 &mall RUT \ 1 O TYPE AS 1�0V) 4 TYPICAL MOUNT ELEVATION N.TS. F-- LAST PANEL BEFORE OBSTRUCTION J BOTTOM MOUNT CO(114 TYPE AS R = OD) 4 MAX GAP T'TPIGAL PANEL OVERLAP Q:tisiO MAT BE AT 'PR I aOTTOM z i r PMLL ABOVE [OBSTRUCTION OBS TRUCTION/ A(vART) TOP NOWT (cow TYPE AS IECD) PANEL BELOW OBSTRUCTON B O TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION N.TS 0315' MN EDGE DIST. 'mu 3z n ltl -o 0 ' TYP. PANEL OVERLAP OPTIONAL . -70 STITCU BOLTS WITU WASI -E D WINGNUTS FASTENED • OVERLAPS • MIDSPATN (USE APPROPRIATE SPAN TABLE) Approved as complying with the Florida BIC Jng C O C3 Date O r1oA.>i i • - Miami Di& Product Control Ef r. FRANK L. BENN4RDO, PE. •PE0046549 REVISIONS DESCRIPTION DATE c4xNTT RTLNTS W/03 SCALE: 3' • 1' DRAWN 5Y: CL r :.)AIE: 11/14/07 DWG ': 02 - 868 - III Suir I : 1 OF 4 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' Ea b to b1 Zn en to to bo to bo i- h h f- b, b to Cr Cr Cr bbo ft) io to to 2.75" 1.22" 30 2.75" 1.94" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 226" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (psf) No Stitch Bolts 1- max (ft) Stitch Bolts At Midspan LM (ft) g N''8oOO( J nN0S08(1 1 8a 3 C 11 0 toOt O O O Ea b to b1 Zn en to to bo to bo i- h h f- b, b to Cr Cr Cr s ID • F..Ll ob>bouoro -T- 03 to 14tno;$* 113 b b b b to b1 to o to bo to to h h h io io Cn Cr Cr 'v osz EXISTING CONCFeTE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) EMBED ExISTING GLAZING w 0 SEPARATION FROri L4$5 ALE T2) ;t CONNECTION TYP= ANCHORS TO BE AT 12.5' OR 615' 0.0. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE R MOVABLE ANCHORS Ott -Y EDGE :1ST. - ExISTMG GLAZINKa ZQ'D SEPARATION FROM GLASS (REF. TABLE T2) Ex15T ING CONCR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRJCTU TEK SCREW OR MACHINE • NUT a 16' • ALL ECTION5 O BUILD - OUT MOUNT SECTION N.15. C3 CONVECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING - SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 0.500 ' EO E0 0500 c 2 CONNECTION TYPE R ANCHOR SCHEDULE T3 FOR MAX SPACING 035' 1/4 -20 X 3' 5S. MACHINE 5CIEW 0 125 QC. EXISTING CONCRETE. HOLLOW BLOCK OR wooD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU. '. -20 x 3 4' 5.5. MACHINE SCREWS o 12.5' O.C. O7 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.BASED ON TYPE of STRUCTURE EMBED w� ExtSTING GLAZING EMBED. EMBED. (a\ WALL MOUNT SECTION N.TS. EXISTING CONCRETE. HOLLOW BLOCK oR WOOD FRAMING. SEE ANCHOR SCHED.. BASED ON TYPE OF 5T .JCTU1e. REQ'D SEPARATION EXISTING FROM C--LASS GLAZING (REF. TABLE T2) o AX '4 -20 x MACHINE SCP W5 i s 12S' O.C. I LEG DIR MAY BE RE VERSED O CEIL ING/FLOOR MOUNT SECTION N.T5. EXISTING CONCRTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 50.00. BASED ON TYPE OF STR)CTUR 13 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAx. SPACING r 0.500' 1 0350' 015' 1 4 -20 X '.' 5.5. •ACI+INE SCREW W/ WINC•NUT 0 125' OL. g2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING Od OONWEGTION TypE rcE FERENCE ANCHOR SCHEDULE T3 FOR MAX SP C4 CC NECTICN r7PP REFER ANCHOR SCHEDULE 13 FOR MAX. SPACING MAXIMUM 'ALLOWABLE SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES a 24' O.C. MAX. EXISTING GLAZING REO'D SEPARATION FROM C -LASS (R TABLE T2) O TRUSS MOUNT SECTION KU. EX15TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING-. SEE ANCHOR SCHED. BASED ON TYPE CP STRUCTURE. L025 MAX 1 ` EXISTING GLAZING O OFFS`T WALL MOJNT SECTION N.T.S. MINIMUM SEPARATION TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 R FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION SETUF_EN LOADS 15 ACCEPTABLE. OTHER;UISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) 1 44' EMBED LAG SCREWS 0 EACH TRJE5 (24' 0L. MAX) - 4'x1/2'x044is' MIN STEEL TUBE U' HEADER TO ROLLED STEEL TUB= W/ CENTER LAG (A5 DESCRIBED ABOVE) a TR)55ES • •I4 511.5 TO PLATE a 6' O.C. BETWEEN TRUSSES Lmax • E' - (MAX SPAN) MAX DESIGN LOAD • :60 Fs( EMBED ALUM OR GALV STEEL SPACER. A5 REQ'D. EXTERIOR WALL FIN15,J, F ROTR'JDING FROM MOUNTING SURFACE CI CO TYPE ANCHORS TO BE AT 125' OR 615' O.C. (t�FERENtCE ANCHOR SCHEDULE T3 FOR MAX. SPACING-). USE REMOVABLE ANCHORS ONLY = • I( l m I u- al X 0 Q 0 1• = Q co • 2 O 4 U^ �0� Z WWcil Z > Q O S LL 'O ^ VJ Z a g I o O 0 Li- J W W Z t∎1Q Q 0 4 11 o f- W N CV REVISIONS DESCRIPTION DATE COW** C Telenx SCALE: ' DRAWN =Y: CL 5 DUG ': 02 -86E -111 SHEET: 2 OF 4 • PENETRATION OR EMBED. tu 0 1 EXIST WG CONCI TE. wOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 50HED. BASED ON TYPE OF STRUCTUI EXISTING GLAZING } O P •s,.ai.l eu, 1.. 0 NJ 0E V ExISTING ririg REQ'D GLASS SEP. -I 1 D15T. (SEE TABLE MINIMUM) Z W 1 5 GLAZING T2 FOR MINIMUM) — � — (L a w J g d) r Oz tu a O WALL MOUNT SECTION WALL MO.NT TRACKS. MTh. EXISTING CONCFMTE. WOLLOW BLOCK OR WOOD FRAMING-. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCT 1E 1365' 1365' 1365' C8 CONN TYPE ANCHOR SCHED. T4 FOR Max. SPACING CT CONN TYP^ REF. ANCHOR SHED T4 FOR MAX SPACING HEADER,SILL MOUNT SECTION TRAP 190.NT TRACKS ON A`CsLE, N.T.5. EXISTING CONCRETE. I:OLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500' C CONNECTION TYPE R ANCHOR SCHEDULE T4 FOR MAX. SPACING. LEG MAY BE BENT TO 30deg MAX I RECD GLASS SEP. DIET. (SEE TABLE 1 /5 T2 FOR MINIMUM) `LEG MAY SE SENT TO 30dec MAX EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCSED. BASED ON TYPE OF STRUCTU REQ'D GLASS-SEP. DIST. (SEE TABLE T2 FOR MINITU 1) O CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS. PENETRATION OR EMBED. CI tQ D GLASS SEP. D15T. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SGNED. BASED ON TYPE OF STRUCTURE •IAd'd'A:fA',IA1\11'T,IM •• O w O w EMBED. EXISTING r_L E_____ I GLAZING e DIRECT WALL MOUNT SECTION eoTT.on DIRECT WALL MONT I T. DE7AIL'5'). NT 5. SPACING C1 CONNECTION T rp= R= _RENCE ANCHOR SCHEDULE T4 FOR MAx. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION t P5 RE =RENCE ANCHOR SCHEDULE 14 FOR MAX SPACING 1 0500' 1.00' MAX OPTIONAL INTERIOfR MOUNT INSTALLATION DETAILS 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. FASTEN EACI- PANEL ADJACENT TO LAST PANEL 0 BOTTOM WI (2) ELCO . PANELMATES 4 (I) POWER5 CALK -IN. ALTERNATIVELT. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL T O FIT OVER INNERr1O5T ANCHORS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK OPTION A: (3) 1 ..' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL O HEADER TRACK ISOMETRIC Q TOP TRACK, N.TS. (1) HEADER END CAP 0 END W/ (2) •54 51'15 TO TRACK ADJACENT PANEL TYP 125' COVERAGE 1'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS -'W'- HEADER 6 TOP, PER DETAIL - P' 1-1- 6 't ' MAX t t TYPICAL 0 I 6' MAX TYPICAL OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTO•I C12°CT %::ALL MOwT (fEF, CET41L •P'1 N ?S. LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT OVERLAP PANEL (2) 1 4 -20 55. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL 0 ^T. B: (I) 1 " -20 POWERS CALK - IN, CLOSEST TO LAST PANEL (NO NOTCH REG'D) (I) 1'x2'x0.092'xP4' ANGLE 0 END w/ (2) 94 51'15 TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON- 5TRUCTURAL, DETAIL TO LEFT) BOTTOM 'H' TRACK OR BOTTOM V' TRACK (FASTEN TO STRUCTURE PER DETAILS M N t0 TO LEFT) O SILL TRACK ISOMETRIC Bottom TRACK N.TS. Approved as compiying v iih tie Ftorida Btu in C e Date nlf2- 2005 NOA1! n9.— 11? 0• o 7 Miami Dade Product Coi troi Division /11 OPTION E: (2) 1 4 . ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS JAN FRANC L. BE •PE0m46545 '?m . h '— W � W 3 6 �Z = Z • Z LL _11%,-,61 i n W • W X e �Om _.i - � Z Z Q Z U , (tO 11 <) It m e U Z W vJ J Z Q Z > d !L V 0 0 Z n 0 U _ DE SCRIPT ION COINT, CQ'TIE*TS SCAT DZWN Y DU REVISIONS CL •: O'- 266 -III SHEET: 3 oF4 E • u Z W z W Z tp • J Z Y W z t Q u ' _ J Q F DATE 1/))03 (UN O.) HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218 -00 Vcap (Ib) = 398.00 39 45 55 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.7' 7.5" 5.2" 3.4" j / %' 4 '/// 15.5" 13.4" 11.0" 9.7" 9.7" HOLLOW. CONC BI 1/4"x7/8" EMBED 4.9" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID -SET 5.0" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) = 358 LEAD SHIELD ANCHOR * 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 65 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 - 1/4" EMBED 8.9" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 8.0" 45 16.0" 16.0" 4.8" 12.6" 6.9" * 55 10.3" 16.0" 3.2" 10.3" Tcap (lb) = 204.75 3.6" 65 6.0" 13.7" 7/ /% 9.1" Vcap (Ib) = 233.50 Vcap (Ib) = 198.50 72 4.7" 12.4" %i'// /;' 9.1" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 52' 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7 /8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 • 6.7" 4.8" 4.4" . 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" _ 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE DISTANCE ( `. 1Qf W S '1SIX3 ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.7' 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (lb) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.5" EDGE DIST. 39 49 58 72 130 • 16.0". 16.0" 16.0" 13.2" 9.7' SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft ST. iUf ANCHOR LOAD CONN TYPE CONN TYPE SPANS UP TO 8.67 ft SPANS UP TO (psf) C5 C6 C5 C6 I CONCRETE 1/4" x 1 - 3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" MN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 14.7' 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (lb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00. 72 8.5" 16.0" 4.6" 16.0" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 2.5" EDGE DISTANCE 16.0". 16.0" 16.0" 13.2" 9.7' 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3 " 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" SPANS UP TO 5 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft ST. 2U( ANCHOR 39 LOAD CONN TYPE 16.0" 16.0" CONN TYPE 16.0" 12.7" CONN TYPE 12.5" 16.0" 8.8" 8.3" (psf) Cl C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 - 3/4" EMBED 62' 39 12.5" . 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 12.5" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 5.9" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (lb) = 483.00 12.5" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 16.0" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4 "x7/8" EMBED 12.5" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL- POINTS SOLID -SET * 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib)= 428 9.1" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib)= 429 4.7" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 6.4" 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 4.3" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62' 9.6" Tcap (Ib) = 372.00 _6.25" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" - Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6"' 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 62' 9.6" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0". 16.0" 16.0" 13.2" 9.7' 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3 " 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 12.6" 10.0" 9.7" 9.7" 9.7" 5.4" 3.8" 3.6" 3.6" 3.6" 7.9" 6.2" 6.0" 6.0" 6.0" 1/4 "x7 /8" EMBED 12.5" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOUD -SET 16.0" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 62' 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" • 5.9" 6.4" Tcap (Ib) = 358 /� / 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 12.5" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 - 1/4" EMBED 13.5" 5.8" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" ELCO PANELMATE 3.1" 49 12.5" 16.0" '11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 72 6.25' 12.4" 5.5" 6.5" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 39 130 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" _ 6.25" 9.1" 3.4" 4.7" Q m- Z I(l m I I L L _ x Z. 4 0 1- m = 4 to cz at O 4 i ' 0TO E 0 L) U _ R z w • z Z m LL W Q m 3 ui w FRANK L. BENNARDO, PE. •E0046549 03 REVISIONS DESCRIPTION DATE CWW:T C17e1EM6 V2 I03 SCALE Pp IN' OAT::: 1I/13/07 GUY 02.868 -III S1-I E E I : 2 OF 4 ANCHOR SPACING SCHEDULE ANCHOR NOTES: I. SPANS AND LOADS 5HO,LN HERE ARE= FOR DETEiZ'i:NING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL. SPANS FOR S LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'i. 2. ENTER ANCHOR SCFEDULE BASED ON THE EXISTING STRUCTUFZ= MATERIAL 1 ANCHOR TYPE. SELECT DESIGN _OLD GR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN C-R E ATER THAN OR EQUAL TO SHUTTER VAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 t 3 FOR IDENiFICATION OF CONNECTION TYPE). °• ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' R - z fENDATIONS. S. WHERE EXISTING 5TRJCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY, FIELD VERIFY THAT = LSTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -12° THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCR FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACC = PTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' C- 55 OR GREATER DENSITY. LAG SC SHALL WAVE PHILLIPS PAN HEAD OR HEx HEAD. T- * DESIGNATES R ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 5. MACHINE SCR SHALL I=AVE MNIMUM OF 4:' ENGAC-EM_NT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS IF_AD, OR WAFER HEAD (SIDEWALK SOLT) UN.O. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (lb) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" . 3.7" Approved ctt:rpt;•irls with its:. Da e 2 3 Co "Lac? Miami Dade Pry Costrn) By 0.75" EDGE DISTANCE 000M 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" /� / 12.5" 16.0" 6 0 %'! Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" / 4% 12.5" 16.0" 6.0" %/ q 12.5" 16.0" 6.0' '/ #14 x 1 - 12" THREAD 39 12.5" 16.0" 16.0" 7.7" P. 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3' 32" 6.25" 10.4" 3.9" Tcap (Ib) = 234.00 72 12.5" 142" 6.7 4.1" 625" 10.4" 3.9' 577 ' 625" 10.4" 3.T 5 Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" -, ,625" 10.4" 3.9' "i //5 ;- 625" 10.4" 3.9' 1.; ; 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6"..4.0" 5.2" 1/4 - 20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 625" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" _6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Q m- Z I(l m I I L L _ x Z. 4 0 1- m = 4 to cz at O 4 i ' 0TO E 0 L) U _ R z w • z Z m LL W Q m 3 ui w FRANK L. BENNARDO, PE. •E0046549 03 REVISIONS DESCRIPTION DATE CWW:T C17e1EM6 V2 I03 SCALE Pp IN' OAT::: 1I/13/07 GUY 02.868 -III S1-I E E I : 2 OF 4 ANCHOR SPACING SCHEDULE ANCHOR NOTES: I. SPANS AND LOADS 5HO,LN HERE ARE= FOR DETEiZ'i:NING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL. SPANS FOR S LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'i. 2. ENTER ANCHOR SCFEDULE BASED ON THE EXISTING STRUCTUFZ= MATERIAL 1 ANCHOR TYPE. SELECT DESIGN _OLD GR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN C-R E ATER THAN OR EQUAL TO SHUTTER VAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 t 3 FOR IDENiFICATION OF CONNECTION TYPE). °• ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' R - z fENDATIONS. S. WHERE EXISTING 5TRJCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY, FIELD VERIFY THAT = LSTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -12° THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCR FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACC = PTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' C- 55 OR GREATER DENSITY. LAG SC SHALL WAVE PHILLIPS PAN HEAD OR HEx HEAD. T- * DESIGNATES R ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 5. MACHINE SCR SHALL I=AVE MNIMUM OF 4:' ENGAC-EM_NT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS IF_AD, OR WAFER HEAD (SIDEWALK SOLT) UN.O. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (lb) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" . 3.7" Approved ctt:rpt;•irls with its:. Da e 2 3 Co "Lac? Miami Dade Pry Costrn) By moo _ MAKING -11315' I 22ga t • 0029' I r_ M (LOCATiON OPTIONAL/ 1312' r _ 5.5. STUD e O STOR3'1 PANEL MAX 0.150' 0.125' TYP. © STUDDED ANGLE -{ 1312' GENERAL NOTES: L 1.181' -I L1 -. � I . 181'--I 12500' PANEL COVERAGE 14 PANEL LENGTH 0.125' TYP. I I 100' MIN. 5000' MAX BUILDOUT /CLOSURE ANGLE 1. 11.415 SHUTTER SYSTEM 11A5 BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC AIR PR AND 145 203 FOR CYCLIC WIND LOADING. 2. NO 33.3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING- TABLES. 3. PO51TIvE AND NEGATIVE'DE51GN P1 TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE C- OvERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRES5U FOR USE 11X71.1 THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kcl.0.85 I5 .ALLOWED. 4. THE 544UTTER SYSTEM DETAILED I-WEFIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTE ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH 11415 DOCt9MENT. 5. PERMIT HOLDER SHALL VERIFY THE ADECIJACY.OF THE EXISTING STRJCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANEL5 SHALL BE 22ga STEEL (GALVANIZED THICKNESS t.0.029' MIN) CONFORMING- TO A5T11 A653, STRUCTURAL QUALITY. GRADE 80. G-90 GALV. COATING WITH A MIN. Fy•St20 K51. ALL EXTRUSIONS 514ALL BE 6063 -T6 ALUMINUM ALLOY. UN.O. 1. PANELS SHALL SE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA-LOOC.A. FLORIDA MIAMI -DAD_ COUNTY PROD. CONTROL APPROVED 8. 5TORM PANELS NAVE BEEN DESIGNED AND TESTED TO THE rTAXIMLRM SPANS AND LOADS SHOWN ON TI4E5E DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC). OF MIAMI, FL. TEST R No. 02 -041. i0. TOP t BOTTOM DETAILS SHOWN MAY BE INT_RC«:ANGED AS FIELD CONDITIONS DICTATE. PANELS MAY SE M0.JNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING- 'H' OR ' WEADER5. 11. ALL BOLTS 1 WASHERS SHALL SE ZINC COATED. G _vANIZED OR 51AIN-E55 STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 1315' PRooucT KING I- MAKING OPTIONAL.) V.' ROLL BAO( I3I2 / 1 BUILD -OUT DISTANCE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 1898 TYP (t • 00516' GALv STEEL, GRADE 50) I 1.00' MIN. I 5000' MAX. O J -PAN CLOSURE If" IBlS' 0.093 0 .015 0015' 0.063 063' 13 TOP 'H' TRACK . -20 5.5. SIDEWALK OR MACHINE BOLT 4 WASHERED WINGNJT o 24' OC. TYP. 18 GA. GAL V. STEEL BENT PLATE (00418' 51 TIK) OR 2'•.2'x.125' 6063 - 16 ALUM. ANGLE O CORNER CLOSURE DETAIL 1.000 r-- 2062' 0.062' 0.062' --I 10250' F- 1.181' .4 HEADER 2 .061' 0063' 1 1.935' • b 0 .062' TYP BUILD-OUT MOUNT CLOSURE DETAIL N.T.S. 035V-11- [ 0250 r 0050' 1� -H +T m25m' 0865' 67-; WASHERED WINGNUT (ZAI-14c 3 ALLOY) 0093' 100' -8 - 0093' 14 BOTTOM 'H' TRACK U• HEADER 0.125' 0063' OVERLAP WALL BEYOND WINDOW DISTANCE GR THAN OR EQUAL TO 18 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ® OR J - PAN CLOSURE PIECE 09 (SEE DETAILS A5OVE). LEG DIRECTION MAY BE REVERSE: FASTENER o 15' O.C. FOR DESIGN LOADS LESS THAN OR EOJAL TO blp5f (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR=ATER TI4AN 8 ip5f, USE ALUM ANGLE CLOSU PIECEE ONLY WITH ANCHORS a 10' O.G. 025' [ MAX 2.00' MIN. 1000' O W m L 3315' MAX. - 0315a 0 0315 ' .189' 0 N? .. °_3l' 063' a KEYHOLE WASHER GALv. STEEL GRADE 50 [USE 15 OPTIONAL. REDARED O'r.T FOR USE NW TRUSS LEAD AND+ORS r CALK-RU 0063' 1 3 45.5313. I 1 T; IS TOP v' TRACK O BUILD -CUT F' TRACK 025' MAX. EXIST. CONC. HOLLOW BLOCK OR WOOD FRAMING. 090' TYP 03 0.410' 0.650' K4 rl [- 0.150' 0063' r 0.125* 0388' 0215' 0.191' 0.452' r 0.655. O F' TRACK 4.000' 1 1000' I 1 .000' r 0.125' 0063' TYP (7;\ HEADER END CAP I.$0' DEEP rTPKAL e h 0063'1 1 0093' -- } 0093' -- II-- I 5313' 0093. 16 BOTTOM v' TRACK E.- :15TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.5. 0500' OVEFZI AP MINIMUM 1� FASTENER i 15' OC. FOR DESIC -N LGAD5 LESS 11-IAN OR EQUAL TO 81p51 (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER '.00 THAN 8lpef USE. ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS i 10' O.C. TRAP MOUNT CLOSURE DETAIL N T.S. a 1 OPTIONAL 1 4.20 STITC BOLTS WITH W45H'ERED WU NUTS FASTENED 0 OVER_AP5 i MIDSPAN (USE APPROPRIATE IImImIrI SPAN [ABLE) PLAN H 80512' BOTTOH MOUNT (CONN TYPE As REaD) \ Ro TSO' WIDTU INLIMITED (PEW. TO PANEL SPAN) N TOP MOUNT (CONK TYPE TYP. SECTION5 AS RECTO) ALUM. ANGLE ® OR J -PAN CLOSUR PIECE 90 (SEE DETAILS Ago'!). LEG DIRECTION MAT BE REVERSED. A MOUNT TYPICAL M ELEvATION N.T.S. P NT TO OI IT (CONN TYPE AS FEOD) BOTTOM MOUNT CONN TYPE AS R 025' MAX G - EXISTIN CONCRETE. HOLLOW BLOCK OR WOOD FRAMIT Y LAST PANE; BEFORE OBSTRUCTION 4 MAX GAP TYPICAL PANEL OVERLAP MAY OE AT / TOP . BOTTO1 0.315' MIN EDGE DIST. i rr PANEL A9OVE OBSTRUCTIONI j LOCTITICNTION�f j T vART.I Dais E' f Ix BOTTOM 3 Z , MOUNT d (CONN TYPE 4 0 AS RE01:1' TOP 11ONT (CON TYPE AS FECD) PANEL BELOW O13ST1IWCTICN © TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. ` TYP. PANEL OVERLAP OPTIONAL . -20 51I1061 BOLTS WITU WASIF_ WINGNUTS FASTENED • Ov!RLAPS • MIDSPAN (USE APPROPR.ATE SPAN TABLE) Approved as co! piyrn€ with the Florida err mg C c Z o c3 Datc 0 Miami D de Product Control FRANK L. BENNARDO, PE. .PE00465•9 CV W W Z N Q 0 V ~ CI) W (N' ( W V S) I VISIONS ESCRIPTION COUNTY C0 E 4TS DATE wro) SCALE: Y - I' BRAUN BY: CL r'RINT LATE: IT718/02 DWG ': 02- 868 -111 SNEET: OF 4 1 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' b b b bn Zn to bp bp bp bo to F. F- F. h iG to to 'v "v ;r gg 6EDED botoEl E4 En h6toivEn tom bbbfibbnbbnboboboboi- is 2.75" 1.22" 30 EO to 2.75" 1.94" 3.00" 3.00" - ED o b I I bp b b 2.75" 1.25" 35 2.75" 2.10" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 226" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W ( No Stitch Bolts L, (ft) Stitch Bolts At Midspan LMta (ft) b b b bn Zn to bp bp bp bo to F. F- F. h iG to to 'v "v ;r gg 6EDED botoEl E4 En h6toivEn tom bbbfibbnbbnboboboboi- is 0 co ILI EXISTING GLAZING LLI w � E XIS-TING CONC HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) EMBED ft CONNECTION T`rPr ANCHORS TO BE AT 125' OR 625 OC. (rctrtRENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE R ANCHORS ONLY EDGE DIST. EXISTING GLAZING REO'D SEPARATION FROM GLASS (REF. TABLE T2) TEK SCREW OR 0 MACHINE SCIZ=IU N NUT • 16' fP ALL SIM. CONNECTIONS C3 CONNECTION TYPE; REFER ANCHOR SCHEDULE T3 FOR MAX. SPACING - &WORT LEG MAY BE REVERSED TOWARDS THE OPENING EC EC EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5GHED. EASED ON TYPE OF STRUCTU SEPARATION FRora GLASS ABLE T2) 0.500' O BUILD -OUT MOUNT SECTION KT5. V4 -20 xi 5.5. f2 CONNECTION TYPE MACHINE SCR R ANCHOR 0 DS' 0.0 . SCHEDULE T3 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE. -20 x 3 4' 5S. MACHINE SCREWS 6 12.5' G.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0 TRACK/DIRECT MOUNT SECTION NTS, 025' OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING EMBED. O WALL MOUNT SECTION N.TS. EXISTING CONCR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED..BASED ON TYPE OF STRUCTUR EMBED 0 ~ o- W a EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T7) EMBED. '4 - 20 x 3 cc MAGHINE SC 6 12.5' G.C. I LEG DIR. MAY BE REVERSED I 025' I OAX 025' MAX. O CEILING/FLOOR MOUNT SECTION N,T5. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 50HED. BASED ON TYPE OF STFajCTU2. CONNECTION TYPE R FERENNCE ANCHOR SCHEDULE T3 FOR MAX. SPACING - r os00' 1 0150' 029' '4-20 x 3 %' 5S. MACHINE SCREW W/ WINGNUT 6 12.5 OC. c2 CONNECTION T"PE REFERENCE ANC -IOR SCHEDULE T3 FOR MAX. SPACING r4 CONNECTION TYPF RE FERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING T ty o G CONN =CTIO+d TYq REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING- { O K TRUSS MOUNT SECTION N.TA. EXISTING WOOD TRUSSES • 24' 0L. MAX. REQ'D SEPARATION FROM GLASS (R TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD. FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. X015' MAX EXISTING GLAZING O OFFSET WALL MO...NT SECTION N.T.S. MINIMUM SEPARATION FROM GLASS SCHEDULE TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINE ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 R FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. CTHEIZUISE USE NEXT HIGHER LOAD. EXTERIOR WALL FIN ISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3)'4'x2' EMBED LAG SCREWS • EACH TRUSS (24' CC. MAX) 4•x"2'x0.0418' MN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) 0 TRUSSES I I4 5!1.5 TO PLATE e 6' G.C. BETWEEN TRUSSES Lenox 8' - 0' (MAX SPAN) MAX DESIGN LOAD = :60 ps( EMBED ALUM OR GALV STEEL SPACER. AS REQ'D. CI CONNECTION TYPE ANCHOR TO BE AT 12S' OR 625 O.C. (R Z .= ANCHOR SCHEDULE T3 FOR - MAX. SPACING). USE REMOVABLE ANCHORS ONLY wQ '5) x W E J N EXTERIOR WALL FINISH. PROTRUDING FROM MOUNTING SURFACE FRANK L. BENNA 'PE00 U Z COWTt CO•I - E•na W i n Z UJ Wc{1 Z > Q 1.'L Q U FO Z -J in 1 r O LL. REVISIONS DESCRIPTION'S SCALE: DRAWN CL ?''r(IN' IJ AI E: II/ 6 /0? Dom, 02 -868 -III SHEET: 2 OF 4 • 6 U tz Z w et z W Z w Z w m �n J Z (n • Q J om 3 w CID W WZ N Q Q u- E Q O 0 I- VIW N W N � DATE 111163 i EXISTING GLAZING PENETRATION OR EMBED. Wipppr Pr .a,l..NusVl, %T<ill: REO'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF 5Ti31CTU O WALL MOUNT SECTION WALL MOV(T TRAOCS. KTS. 1365' 1365' c8 CONN TYPE . ANCHOR 5C4E0. T4 FOR MAX. SPACING I RECD GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) G1 co NN TYpE REF. ANCHOR SCHED. TA FOR MAX. SPACING I-EADER/SILL MCLENT SECTION M TRAP pINT TRACKS ON A•C LE. NTS. EXISTING CONCRETE. H OLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. OS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 14 FOR MAX. SPACING 0500' 0500' EXISTING CONCR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRICTUR c. 6 CONNECTION TYPE R ANCHOR SCHEDULE T4 FOR MAX. SPACING. MAY BE BENT TO 30deg MAX `LEG MAY B = BENT TO 30deo MAX EXISTING GLAZING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI-ED. BASED ON TYPE OF STRUCTURE. EDGE DIST. O LT CEILING/FLOOR MOUNT SECTION TRAP MO TRACKS. KTS. pr •rxs,TSSasa3' 11'N .I • • C � W 12 EMBED. PENETRATION OR EMBED. 1 GLASS SEP. DIST. ExtSTING (SEE TABLE T2 L� GLAZING FO R MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE e DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL I1C.NT (REF. DETAIL '5'). KT 5. c1 CONNECTION TYPE I�RFNCE ANCHOR SCHEDULE T4 FOR MAX. SPACE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -. SEE ANCHOR SOWED. BASED ON TYPE OF STRUCTURE. P5 CONNECTION TYF E REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' c1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING { Q0 4 ) X Q L p 0 J c ▪ 4) w J Q X Q I }_ FASTEN EACH PANEL ADJACENT TO LAST PANEL a BOTTOM W/ (2) ELCO PANELMATES I (I) POWERS CALK -IN. ALTERNATIVELY. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO ;IT OVER INNERMOST ANCHORS. O Q HEADER TRACK ISOMETRIC TOP TRACE KTS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRAQC (I) HEADER END CAP o END W/ (2).44 5M5 TO TRACK OPTION A: (3) 's' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL ADJACENT PANEL TYP 12.5' COVERAGE t 7 6' MAX I I _6' CAL 0 1-- 6' MAX TYPICAL I'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS - 'H'-HEAD_R s TOP, PER DETAIL 'P' OPT. A: 2'0' MAX NOTCH IN LAST PANEL AROUND WINGNUT DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT (R DETAIL 'P'), NTS. LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT OVERLAP PANEL (2) 1 4 -20 5.5. STITCH BOLTS WI WINGNUTS EACH SIDE OF LAST PANEL OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) OPT. B: (I) '4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RECD) (I) I'x2'x0:092'xP4' ANGLE ® END W/ (2) 14 EMS TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK OR BOTTOM TRACK (FASTEN TO STRUCTURE PER DETAILS M, N to TO LEFT) OPTION 5: (2) '4' ELCO PANEL MATES AT BOTTOM OF ADJACENT PANELS CovCT CO'TTEITS SCALE: DRAWN EX: O SILL TRACK ISOMETRIC BOTTOM TRACK. KTS. Approved as complying with tie Florida Dural e Date Al ?...3 Eve NOA# n f¢ 1120 • o 7 Miami Dade Prodaet Control Z � Division c A� L! 0 1 lL U Z _ V{ V/ 3 Lf Z Z > cf) CL LL V 0 • n REVISIONS DESCRIPTION' ▪ I' (UNA.) CL E. I c: / DUO • 0'2-ebb -III 51-IEE T: OF 4 W W Z Q 2 (1_ > • E -4 IciS IW (N W j) DATE I HOLLOW CONC BLOCK 1/4" x 1 -114" EMBED ELCO TAPCON Tcap (lb) = 218.00 39 ' 45 55 39 ' 45 55 65 16.0" 16.0" 11.0" 6.4" 16.0" 16.0" 16.0" 14.6 7.5" 5.2" 3.4" j ,:,' 15.5" ' 13.4" 11.0" 9.7" Vcap (Ib) = 398.00 7.5" 72 5.0" 13.2' 1 %7' 9.7" HOLLOW. CONC BI 1/4 "x7/8" EMBED 5.0" 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET 7.8" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) = 358 65 65 10.5" 16.0" 4.4° 15.9" Vcap 0b)= 249 8.9" 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 8.0" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 6.2" 45 16.0" 16.0" 4.8" 12.6" 5.0" * 55 10.3" 16.0" 3.2" 10.3" Tcap (lb) = 204.75 _ Vcap (lb) = 198.50 65 6.0" 13.7" i% , ` 9.1" Vcap (lb) = 233.50 72 72 4.7" 12.4" . 9.1" I HOLLOW CONC BLOCK 1/4' x 1 - 1/4" EMBED ELCO TAPCON 39 ' 45 55 12.6" 10.9" 8.9" 82' 7.1" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (lb) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (b) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" . 3.2" _ Vcap (lb) = 198.50 72 6.1" 4.3" _ 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 2.5" EDGE DIST. DISTANCE ( 25" EDGE DISTANCE ANCHOR SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RUI ANCHOR LOAD CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft 1ST RU( ANCHOR I CONCRETE LOAD CONN TYPE 16.0" 16.0" 16.0" 16.0" CONN TYPE 45 16.0" 16.0" CONN TYPE (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 -3/4" EMBED ALL - POINTS SOLID -SET 39 12.5" . 16.0" 16.0" 16.0" 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON Vcap (lb) = 429 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) (MIN 3350 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (lb)= 483.00 10.1" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 7.0" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4"x7/8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 58 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 3.4" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (lb)= 429 4.7" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2' 1/4" x 2" EMBED 6.6" _ 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 6.25" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) # 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (lb) = 372.00 6.25" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (b) = 565.00 3.8" 130 12.5" 16.0" 6.2" 9.6"'. 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62" 9.6" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 2.5" EDGE DIST. DISTANCE ( [EXIST. STRUCT. ANCHOR SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RUI ANCHOR LOAD CONN TYPE CONN TYPE 15.3" • (psf) C5 C6 C5 C6 I CONCRETE 1/4" x 1 - 3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (lb)= 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (lb) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (lb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00 . 72 8.5" 16.0" 4.6" 16.0" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE DISTANCE ( [EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONE) 55 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 386.40 65 12.9" 92' 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (lb) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (lb) = 282.50 72 8.8" 6.3" _ 6.4" 4.6" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 39 ' 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3 " 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" '12.5" 7.7" 6.5" 6.0" 6.0" 12.6" 6.25" 10.0" 6.25" 9.7" 6.25" 9.7" 6.25" 9.7" 5.4" 3.8" 3.6" 3.6" 3.6" 7.9" 6.2" 6.0" 6.0" 6.0" 1/4 "x7/8" EMBED 7.5" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOUD -SET 6.0" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" • 5.9" 6.4" Tcap (Ib) = 358 4.1" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 /6 5 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1 /4" x 1 -114" EMBED 7.7" 39 - 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" ELCO PANELMATE 6.1" 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 9.3" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" Tcap (lb) = 204.75 4.1" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 625" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 %,- -% 130 _ 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ^,ANCHOR SPACING SCHEDULE L ' ANCHOR NOTES: I. SPANS AND LOADS SHOWN WERE ARE FOR DETER'!!ING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR S LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCIEDULE BASED ON TWE EXISTING- STRUCTURE MATERIAL ' ANCHOR TYPE. SELECT DESIGN :OAD GR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR E ATER THAN OR =CAIAL TO SHUTTER SPAN. 3. SELECT CONNECTIC'I TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5-IEETS 2 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO.'"MENDATIONS. S. WWER= EXISTING STRUCTURE IS WOOD FRAMING-, EXISTING CONDITIONS MAY VARY FI VERIFY THAT = ASTENEJ A INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 ' 72 1/4" x 2" THREAD #14 x 1-1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SC FASTEN T✓^ NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =TSB OR GREATER DENSITY. LAG SC SHALL WAVE PWILLIPS PAN WEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY WAVE EITWER A PAN HEAD. TRUSS WEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ® DESIGNATES ANCUO=c CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 62" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved cernp};'iag�� }. , it Florida : • "Pg Co ;r Dave . 23 NOM? 0 Miami Dade Pm(da By 0 FRANC L. BENNARDO. PE. 'PE0046S49 p W z W W� mz Z � '4 r i 4 A 2 1(l m I I L L m O 0 LL = Q m O • Qm 1. 0 al ;12 z_ W Cn L() J Z > ctl LL IL (N 0 • Z Q Ln r (1_ 0 R=EVISIONS DESCRIPTION coRIEfn5 SCALE: NT °. • DRAWN 6Y: CL FeRTIN D - 11(18(07 OW- ", Sr-IE 4 OF 4 03 E 0 0 U Z _ w Q z W t7 ' W Z Z W z . Q W • J • Q 3 w DATE 0.75" EDGE DISTANCE 00 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" ' 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" i Tcap (lb) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" /' /' 12.5" 16.0" 6.0" %' • % Vcap (b) = 82.97 130 12.5" 16.0" 6.0 /6 5 12.5" 16.0' 6.0 ' /!/ 12.5" 16.0" 6.0" / #14 x 1 -12" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" /j' Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 625" 10.4" 3.9" 7 625" 10.4" 3.9" % Vcap (Ib) = 96.74 130 625" 10.4" 3.9 %,- -% 625" 10.4" 3.9" /4 •625" 10.4" 3.9" '' ;`; 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6 ".44.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 625" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" . 6.25" 10.3" 3.8" 5.0" ^,ANCHOR SPACING SCHEDULE L ' ANCHOR NOTES: I. SPANS AND LOADS SHOWN WERE ARE FOR DETER'!!ING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR S LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCIEDULE BASED ON TWE EXISTING- STRUCTURE MATERIAL ' ANCHOR TYPE. SELECT DESIGN :OAD GR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR E ATER THAN OR =CAIAL TO SHUTTER SPAN. 3. SELECT CONNECTIC'I TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5-IEETS 2 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO.'"MENDATIONS. S. WWER= EXISTING STRUCTURE IS WOOD FRAMING-, EXISTING CONDITIONS MAY VARY FI VERIFY THAT = ASTENEJ A INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 ' 72 1/4" x 2" THREAD #14 x 1-1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SC FASTEN T✓^ NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =TSB OR GREATER DENSITY. LAG SC SHALL WAVE PWILLIPS PAN WEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY WAVE EITWER A PAN HEAD. TRUSS WEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ® DESIGNATES ANCUO=c CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 62" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved cernp};'iag�� }. , it Florida : • "Pg Co ;r Dave . 23 NOM? 0 Miami Dade Pm(da By 0 FRANC L. BENNARDO. PE. 'PE0046S49 p W z W W� mz Z � '4 r i 4 A 2 1(l m I I L L m O 0 LL = Q m O • Qm 1. 0 al ;12 z_ W Cn L() J Z > ctl LL IL (N 0 • Z Q Ln r (1_ 0 R=EVISIONS DESCRIPTION coRIEfn5 SCALE: NT °. • DRAWN 6Y: CL FeRTIN D - 11(18(07 OW- ", Sr-IE 4 OF 4 03 E 0 0 U Z _ w Q z W t7 ' W Z Z W z . Q W • J • Q 3 w DATE COMPARATIVE ANALYSIS WIDTHS FOR: XX CONFIG HEIGHTS 80.000 (7) 84.000 (7) (8) 48.000 (6) NEG -102.6 -96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG -85.8 -80.9 -69.4 POs 80.0 60.0 60.0 71.750 (8) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 _ 60.0 COMPARATIVE ANALYSIS FOR: X CONFIG. • HEIGHTS WIDTHS 24.000 (2) 30.000 (3) NEG POS NFO POS 37.500 (3) NEG -60.0 POS 60.0 -60.0 -60.0 60.0 60,0 NOT'~: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANQHORS PER slog 3/16" TEMPERED CLASS ZING DETAIL 80.000 (7) -102.6 60.0 -85.8 60.0 FRENCH DOOR SILICONE 7/18" GLASS BITE le Sheet: 10 %0.41 Ito. J TS 1 5 m.n 944 -80.9 -69.4 84.000 (7) 95.500 (8) -83.6 11 -96.9 60.0 60.0 60.0 60.0 ApVeu.rti rs n.ntplylr.J; wills 14e t'ivrtdr Du:ding C'e.J• Dare N OAP 111 iaml thole Product Control Dirdlon QJ f1 Row E 95 /2" MAX. HEIGHT 36" 13" MAX o 8" MAX. 37 1/2" MAX. WIDTH 25 11/16" - - • - MAX. DAYLIGHT OPENING e MAX. 13" MAX. O.C. TYP. HEAD & SILL / / 2 POINT \\ LOCK OPTION x / / / / TYP. BOTH JAMBS NON- IMPACT DOORS 13 1/4" HINGE -- CENTERLINE 13 1/4" -- HINGE CENTERUNE 84 5/8" MAX. DAYLIGHT OPENING 47 3/4" HINGE CENTERLINE 95 /2" MAX. HEIGHT 1 13 1/4" HINGE IOC. 1 36" 13 1/4" HINGE CENTERLINE - TYP. BOTH JAMBS ® 6: MAX. 13" MAX. O.C. TYP. HEAD &. S LL 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 --98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4.) ANCHORS: HEAD d4 SILL: MAX. 6" FROM CORNERS. (XX ONLY) MAX. 5" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 13" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS. DEAD BOLT ac LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 B. SEE SHEET 2 FOR SECTION DET..I;.S. 25 11/16" MAX. DAYLIGHT OPENING // / X S 71 3/4" MAX. WIDTH 5 / 10-I 10" S S S \ 2 POINT \\ --LOCK OPTION X 7/r/ Robin t.. Clerk. P.E. P� .11397I2 St rot t vrc' S. - r r 47 3/4" CEN HINGE TERLINE TY . BOTH BS 1 MAX. O.C. 6" MAX. TYP. BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 11 INbUSTRIES 1070 TECH•NCLOCT DANE NGt:GU:S, FL .34275 P.O. BOX 1529 1tO14G41S. 1 t. 34274 13 1/4" HINGE CENTERLINE TYP. BOTH JAMBS 84 5/8" MAX. DAYLIGHT OPENING F.X. o.ae By; FC sys4 By: D.B. ()Palm 9y: D.8. De rcrtptlon: GLAZING BEAD GLA 7/31/02 Dote: 01/28/0 Da I e: i 1L17 /0 9 %197 EXTERIOR ruor ALUMINUM • Sep ;e1 /LUael: . 1 SLo FD -10i 11 12 13 20 DOOR PANEL JAMB (AL. 6063- T5/.062 WALL) IRE WIZ WSTP CHANN L I I 0 AL. 6063 -T5 .050 WALL AL. 6063 -T5 /.062 WALL) FRAME JAMB FRAME HEAD OUTSW. THRESHOLD (AL. 6063- T5/.050 5 16x THR • • D ROD AL. 6063 -T5 .052 WALL 5/16x1/16 TRUSS WASHER 5/18«18 TRUSS NUT FRAME SCR. COVER CAP STRIKE PLATE I P ; T JRT 10x3/4 SCR. ELT. HO. PHIL HINGE ASS'Y. 10x1 FLT. 110. PHIL 1031 2 FLT. HD. PHIL. eoTr. SUDE BOLT LOCK 6x1/2 FLT. HD. PHIL. 8x1 1 2 SCR. PN HO. QUAD. 8 Ph. FI. SMS LOCK SUPPORT ASSY. 4 FLT. HD. PHIL. WALL) TRUSS CLAMP 6 x 5 LOCK OUM Y . 80.3 -T5 .050 WA L 67924 60379 60380 60411 62899C 61069 6TROOA 60378M 7WASHA _ 7,INUTA 7FRSPX 41721 71034A 7FRMOW 710X1W QTY. 2 1 8 4 2 each door top & bot. rail EINEM Fiffin ORM 8 4 Higl 0 5 Elfil 0 15 f (1) 1 1) 1 0 6 4 2 o. door to. & bot, rot (2 /ea. door top & bot. roil) 2 eo. door to. & bot. r&I 3 frome 'ambs 6 hin•e - hing -door 'omb 5 /hinge &hinge -frome 'ornb 1 0 top /bot. • of I.h. ostregol) 2 /slide boll locks) 6 head & sill h1. bend 5 ver. • e 1 lock 2 lock su •ort ass . 1 oslro.ols fr. 'ambs & head SCHLEGEL CORP. ALUMAX ALU MAX ALUMAX RNIN • ITEM 1 t►� OOR + AS L AL. 6063 -T5 .067 WALL 8 MEW E 26 29 30 PGT# 60375 60376 60377 71OX12PPW 41720 7612FW 78112A 7658PFA 4UBLOK 7634F 60200K 60300W • • •[. [•I�[.I•t: �.:. 1 ostro.ols & frome 'curbs • AF -12376 • • •• 1 1 1/4" MIN. #10 WOOD SCREW 3/16" OR 1/4* w/ #12 HO TAPCONS (SEE NOTE 2) TYP. HEAD 1 1/2" MIN. 3/16" OR 1/4" W/ /12 HO TAPCONS (SEE NOTE 2) TYP. JAMB 1x WOOD BUCK 1/4" 1 1/2" MIN. MAX. y10 W000 SCREW _/ NIN. 2x _WOOD BUCK 3/18" OR 1/4" - -1 1 • 1 / 4 " W/ #12 HD _ MAX TAPCONS (SEE NOTE 2) 1 / 4 t •• TYP. HEAD ANCI-10R FASTENERS ARE STAGGERED IN .IAMBS MIN. 2x WOOD BUCK 1 TYP. JAMB - 1/4" MAX — GROJT MUST TRANSFER SHEAR LOAD TO SLAB. r 1/4" MAX r DESCRIPTION DOOR PANEL HEAD SILL AL 6063 -T5 .200 x .190 OLON .375 x .190 OLON 3 POINT LOCK ASS'Y. LOCK ACTIVE .062 WALL ® OEAD -BOLT OCK ® 3/16" TEMPERED EAU SEALER ® 3 16 CULZINQEAD 35 2 POINT 4 "K OPT* 797 FO3PTAY 7LOKAP 7LOKIP 78LTIP 6 M W 17 ® r.h. astragal) O r.h. astragal) O I.h. astragal O r.h. ostro.ol u3ed w 3 16" NOTES: 1. B.O.M. OTYS IN BRACKETS ARE FOR X CONFIGURATION 2. USE M1AM; -DADE. COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 0/ IC70 TECHNOLOGY OPNE NOKO�MIS, fl 34275 TYP . SILL Robert L. ex�.k P.E. P.O BOX %520 PE 139'82 NO <01115. FL 34271 INDUSTRIES Seri:: /U7de1: FD -201 LOCATION los VENDOR ALUMAX ALUMAX A MAX ALUMAX FAST C INDUS R)AL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CAMCORP V1NY TECH MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VINYL rECH. FASTEC INDUSTRIAL FASTEC INDUSTRIAL A• UA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL ORP SCHLEGEL CORP. VINYL TECH. HARLOC HARLOC HARLOC PPG. LOF SCHNEE MOREHEAD FLORIDA SCREEN SULLIVAN & ASSOC. VENDOR AF- 10375 AF-10376 AF -10377 FS7924 -18 AF- 1 0379 AF -10380 899 AF-1 2375 AF- 1 41721 41720 4U8LOK rO3PTAY 100 880 820 378 0200X190 375x190 AAPrum1 ua eoaslslyIng wttb t6a F7urid.4 11 ,Win . C 'e t)nte MQA• Mlrmt Huck 1 n Juct ctis rvl 1N Won JIT t// •' ��. F.K. 7/31/02 E -CHG TO TAPCONS Pa..? Bp: 0,314: Aews:ols: F. 1r. 01(2, $/QaNQ rEI^i.. r_>�• SHE__ ?te.so Bj. Se .: SS,f.vNr: D.B. 1 7/77/00 ADO 2P LOCK Uro•., err Oar: 0 .8. 9/5/97 oe .,c.r,ron: ANCHORAGE & B.O. rte. Tn•e.• ALUMINUM FRENCH DOOR IJTS r 5 944 _ F. Pober: l.. C.o-k. P E. PE a 3.) I2 tVuctu - r INDUSTRIES 1070 TECHNOLOGY 13PM: NOKOrMIS. Ft. 34275 P.0. SOX 1529 NOKOMIS. FL 34274 O: scr;p1 ;an: rrrr: F.K. 7/J1/02 Rev sd 8y: Dote: Revcsioar: F.K. 0128/02 NO CH0 mks .5-Hr 7Ferad 61: Cole: Revisions: 0.6. 1 1 / 1 7 /OC ADO 2P LOCK 0rawn Oy: Dal.' 0.a. 9/5/97 L2 POINT LOCK OPTION E- NO CHG TN!S SHT A p;+rovr.1 as ruuvplying %int the f'r o rids Itufdiag Cale 11ar NO441 MeiTI butte rrouott C _ 1•01 I)I 1 GLAZING DETAIL & EXPLODED VIEWS ALUMINUM FRENCH DOOR S.. +r /d.+odel: ScoJe: Sre4i• j Gc .:n{ no. FD- 101 NTS 3 ar 5 944 E EXTERIOR 95 1/2 MAX. HEIGHT r ---- 3 - '93 5/8" OVERALL PANEL HEIGHT 23 84 5/8" MAX. DAYLIGHT OPENING I L 1.459 VERTICAL SECTION s 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) HORIZONTAL SECTION - XX CONFIG. EXTERIOR 71 3/4" MAX. WIDTH 68.254" OVERALL PANEL WIDTH CXTERIOR 25 1 MA . DAYLIGHT OPENING .37 1/2" MAX, WIDTH tc� HORIZONTAL SECTION - X CONFIG. Rogan L. Clark, P.E. PE 09712 Str.,cluroI INDUSTRIES 1070 lEC!+NOICCY ORVE NOKOIJIS, . FL 34275 P.O. BOx 1529 NOKOMIS. FL 34274 F.K. 7/31/O2 E -AGO MAX. O tA.S Rend B;: Dole: Revisions: F,X q)/28/0 NO CHG THIS SNT Ra.so s}r' e: Re d•iOnf: L'.S. .11/17/06 ADD 2P LOCK Orown 8/. Colo: D.B. 9/5/97 CesrnDl.on: r;lk. SECTIONS ALUMINUM FRENCH DOOR Saks /L:o:c Scolo: P.net4 Growing No. FD— to t NTS 2 0 5 Approved aa complying will, the Florida VW 2 uj, Data NOAh .Z:a zZr Allem! Oa de Prudent C 1 n • uo by / /_ 944 --- .062 1.750 ---- 4.000 O DOOR PANEL HEAD 44 SILL 6063 —T5 . ALUM. I .050 —1�— 1 . 6 20 .125 —•- -- 1.500 1.272 .250 ----I l_ - .750 F— a O WEATHER SER1P CHANNEL 6063 —T5 ALUM, 2. .375 1.0. c� .125 18 HINGE EXTRUSION 6063 -75 ALUM. -- .062 1.7 O 000R PANEL JAMB 6063 —T5 ALUM. 11 TRUSS CLAMP 6063 —T5 ALUM. 4.100 �1 .050 3.000 FRAME HEAD 6063 —T5 ALUM. Robert. t.. Clor'r. P.E. t'E 1;35712 Strut tur21 4,675 4.100 Q 000R PANEL ASTRAGAL 6063 -75 ALUM. 1.479 1070 TECHNOLOGY ARNE NOr(O'..:S. Ft. 34275 P.O. BOX 1529 NOxOU:S. Ft. 3 P.K. 7/31/02 E — NO CHG THIS s] Oote: Revls ;onr 01728/02 ADP, Q2J7 5 OF 5 Oa e: 1 Re:o12n3. lr l 7 /OCiApo 2P LOCK Oro .n = Date. F. K. .' 1120/01 Oesc,4yr,o: EXTRUSION PROFILES Td:e: ALUMINUM FRENCH DOOR l Sheet: r C -o.ir. No. N TS 4 5 ar 5 9 S `' sc FO -101 1.753 Y.,) OUTSWINC THRESHOLD 6063 -75 ALIN. 3.000 — .050 r� O FRAME JAMB 6063 -15 ALUM. ApiirvreJ or t.rnrd)iet w1Ib Ibt FIvrlJU,f - Darr 140A ?Mimi MOT Prodvri Di la D, FIUM?'NG BY DATE i Jr