The URL can be used to link to this page

890 NE 100 St (13)9 19/32" TYP. 1 1/4" PANEL THCKNESS-O.M9' WALL OR ROOF PANLES #10x1 /2 "SMS @8 "O.C. - WALL OR ROOF CHANNELS 1"x4"x0.023" OR 1 "x2 "x0,023" FINISHED GRADE o Z PANEL iNICKNESS -0.009" SECTION 0 3 TYPICAL WALL PANEL NOTE: PANEL MOTH VARIES a 0.473" 8 RED 20 3/4" 2.82" o 1.306" 23.503" TYPICAL SIDING PANEL 0.717" #10 MACHINE SCREW WITH NUT ROOF BEAMS x1 x0.028" BRACE @ ROOF BEAMS ONLY W/ #10 MACH. SCREWS & NUTS #10 MACHINE SCREW WITH NUT SECTION O 3 CUT INSIDE FLANGE AT CORNER E3 WALL CHANNEL CORNER CONNECTION .163" 1.03" BEAM SUPPORT THICKNESS - 0.019' k 0.028' BOLT VERTICAL ANGLE TO GABLE PANEL RETURN 3/8"0X10" LONG ANCHOR BOLTS@ 24" 0.C. @ SIDE AND BACK WALLS, 12" MAX 0.C. @ FRONT WALL. EMBEDMENT DEPTH = 7 ". ALTERNATE ANCHOR: HILTI KWIK BOLT 3 3/8 "0x5" LG CONCRETE ANCHOR W/ #8 SMS 2 1/2" EMBEDMENT, METRO DADE COUNTY ACCEPTANCE #93- 0224.04 @ 8 "O.C. #4 BARS CONTINUOUS 6x6 -10/10 WELDED WIRE MESH ALTERNATE: #3 BARS @ 18 "O.C. EA. WAY o z WALL PANEL 7 C3 /4x1 CHANNEL THICKNESS- 0.028 619" 1 DOOR TRACK THICKNESS- 0.019' 7/8 "x7/8" x.017" ANGLE ROOF PANEL SECTION O 3 .625" GABLE END PANEL DOOR TRACK DOOR DOOR JAMB THICKNESS -0.01 ♦' 2.193" C3/4x1 EA. RIB W/ #8 SMS @ 8" 0.C. (FRONT WALL ONLY) #10 SCREWS WALL PANEL 4.563" 3" L TYPICAL FLOOR FRAME THICKNESS - 0.019' #8 SCREWS @ 8 "O.C. .556" SPACER N WALL PANEL NUT FLOOR FRAME J SECTION 1` - FRONT WALL PANEL C3/4x1 EA. RIB DOOR C3/4x1 © 8" 0.C. 3/8 "0 ANCHOR BOLT (SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) ALTERNATE ANCHOR: HILTI 3/8" KWIKBOLT 3 1.972" TYPICAL ROOF BEAM THICK NESS- O.019'k0.023' 1" J 0.226" STANDARD CHANNELS THICKNESS - 0.019. ATTACH 03 /4x1 W/ #8 SMS @ 8" 0.C. SECTION O 3 DOOR JAM B LU n o`n N N cD LD N aD Ln J D W (D UJ W w CC Z CD 0_ [ATE: 5/11/05 ORAIINC HUMBER: OF 3 DW J, W TYPICAL GABLE SHED FRONT ELEVATION TYPE "A" II I I I II CONCRETE SLAB WITH I I I II 6x6 /10,10 WELDED WRE MESH. II li I CENTER MESH VERTMaLY IN SLAB. I II II I II IL JJ D +4" TYPICAL FOUNDATION PLAN S L! I + \ PURLIN SLAB e SECTION THRU FRONT WALL e i SECTION THRU BACK WALL TYPICAL GAMBREL SHED FRONT ELEVATION TYPE "B" D TYPICAL FLOOR PLAN NR +1 QUAL SPACES SIDEWALL ANGLE GIRT ei SECTION THRU SIDE WALL D TYPICAL SIDEWALL ELEVATION TYPES "A" & "B" cc DOOR NOTE: DOOR IS PART OF EXTERIOR BUILDING CLADDING AND IS CONSTRUCTED OF THE SAME MATERIALS AS THE WALLS. DOOR IS FRAMED WITH CHANNEL TO SUPPORT CLADDING MATERIAL. NW END +1 EQUAL SPACES f f R EAR WALL REINFORCEMENT AT SIDING MODELS U Z N — w o w ° (1) (!) Z CC Q U Z Q 2 w � Z Z I= O Z O U W _ CY n z DRAWING NUMBER: ■ CO o � N N LD tD N Ln J � LJ (D o w W mo DATE: 5/11/05 OF 3 Description Strengthening Kit Type Nominal Maximum Dimensions VVALL ROOF ROOF2 W D W RH D I EH DW DH GW GH NW # GIRT NR # PURLIN NR # I PURLIN Low Gab e Models A 5 4 54.25 76.75 45.875 67 22.25 65 N/A NiA 2 1 C2X1 2 1 C2X1 A 6 5 71.25 73.625 54.25 67 32 65 N/A N/A 2 1 C2X1 2 1 C2X1 A 8 6 94.75 73.625 66 67 43.5 65 N/A NIA 2 2 C2X1 1 2 C2X1 A 8 8 94.75 73.625 90 67 43.5 65 N/A N/A 2 2 C2X1 1 2 C2X1 A 10 6 118.25 76.625 66 67 55.5 65 N/A NIA 2 2 C4X1 1 2 C2X1 A 10 7 118.25 76.625 78.25 67 55.5 65 NiA N/A 2 2 C4X1 2 2 C2X1 A 10 8 118.25 80.875 90 71.25 55.5 69.25 N/A N/A 2 2 C4X1 2 2 C2X1 A 10 9 118.25 76.625 1D2.25 57 55.5 65 N/A N/A 2 2 C4X1 2 2 C2X1 A 10 10 118.25 76.625 111.75 67 55.5 65 N/A N/A 2 2 C4X1 2 2 C4X1 A 10 12 118.25 80.875 140 71.25 55.5 69.25 N/A NIA 2 2 C4X1 2 2 C4X1 High Geole Models A 10 8 118.25 85.125 90 67 55.5 65 N/A NIA 2 2 C4X1 1 2 C4X1 A 10 12 118.25 85.125 140.5 67 55.5 65 NIA NIA 2 2 C4X1 2 2 C4X1 A 10 14 118.25 85.125 157.5 67 55.5 65 N/A N/A 2 2 C4X1 2 2 C4X1 Gambrell Models B 10 9 118.25 86.625 102.25 62 55.5 60 23.625 18.5 2 2 C4X1 1 2 C4X1 1 2 C4X1 B 10 8 118.25 86.625 90 62 55.5 60 23.625 18.5 E4 -S3 2 C2X1 1 2 C2X1 1 2 C2X1 8 10 14 118.25 86.625 157.5 62 55.5 60 23.625 18.5 E4 -S5 2 C2X1 1 2 C4X1 2 2 C4X1 Low Gable Models SA 6 5 71.25 77.875 54.25 71.25 32 6925 NIA N/A E4 -S3 2 C2X1 2 1 C2X1 SA 8 6 94.75 77.875 66 71.25 43.5 69.25 N/A N/A E4 -S3 2 C2X1 2 1 02X1 SA 10 6 118.25 80.875 66 71.25 55.5 69.25 N/A N/A E4 -S3 2 C2X1 2 2 C2X1 SA 10 8 118.25 80.875 90 71.25 55.5 69.25 N/A N/A E4 -S3 ' 2 C2X1 2 2 C2X1 SA 10 12 118.25 80.875 140.5 71.25 55.5 6925 N/A N/A E4 -S5 2 C2X1 3 2 C4X1 Gambrell Models SS 10 8 118.25 95.875 90 71.25 55.5 69.25 23.625 18.5 E4 -S3 2 C2X1 1 2 C2X1 1 2 C2X1 S8 10 9 118.25 95.875 102.25 71.25 55.5 69.25 23.625 18.5 E4 -S3 2 C2X1 1 2 C2X1 1 2 C2X1 S8 10 14 118.25 95.875 157,5 71.25 55.5 69.25 23.625 18.5 E4 -S5 2 C2X1 1 2 C4X1 2 2 C4X1 PROFESSIONAL ENGINEER'S SEAL ' MCGINNIS & ASSOCIATES CONSULTING ENGINEERS, INC. f 1110 WESTMARK DRIVE cliIw ° ' ST. LOUIS, MO 63131 PHONE: (314) 469 -6460 I XANIEL w. MCGINNIS #5792R ExP. 2/:1;/2007 1 0 D ( ARROW GRO,P I \D_STRIES 1101 N. 4TH STREET o BREESE, IL 62230 cp PHONE: (618) 526 -4546 DESIGN CRITERIA THE DESIGN SHOWN ON THEE DRAWINCS WITH STRENGTHENING ITS (MEET THE REQUIREMENTS OF THE 2001 & 2004 FLORIDA BUILDING CODE & 2004 FLORIDA RESIDENTIAL BUILDING CODE. WITHOUT THE zFNGTHENINC I;IT T HE SHEDS MEET THE REQUIREMENTS OF ASTM E842 -82 WITH A ROOF E LOAD OF 10 PSF AND A 5 PSF ALL LIVE LOAD. LIVE LOAD:20 PSF WIND LOADS: 40 MPH (PER 2001 & LORIDA BUILDING CODE) WIND IMPORTANCE FACTOR: 0.77 EXPOSURE B MATERAL SPECIFICATIONS: CHANNELS 6c OTHER MEMBERS: ASTM A527 -80, Fy =55 KSI NOTE THAT THE PANELS, CHANNELS AND OTHER MEMBERS ARE MADE OF .EL PER THE ASTM NUMBER LISTED. BOLTS 8c SCREWS: ANCHOR BOLTS: REINFORCING L: WRE MESH: STATE OF FLORIDA LICENSED ENGINEER: DANIEL W. MCGINNIS LICENSE #57928 EXPIRES: FEBRUARY 28, 2007 ASTM A625 -76, Fy =50 KSI ASTM A1018, Fy =30 KSI ASTM A307, Fy =33KS1 ASTM A615 -40, GRADE 40 ASTM A -185 2,500 PSI COMPRESSIVE STRENGTH © 28 DAYS * * * These models exist both with and without core doors. NOTE: TfPES BEGINNING WITH S ARE SIDING MODELS. TYPE B SHEDS ARE GAMBREL SHEDS - R00F APPLIES TD EAVE SLOPE AND ROOF 2 APPLIES 70 RIDGE SLOPE SHED CONFIGURATIONS AND DIMENSIONS SEE SHEET 2 FOR DIMENSION CALLOOTS AND SHED TYPES tic -1 -c - IC A =ARC FH =FIRE HYDRANT i1 = PROPERTY LANE A/C =AIR CONDITi0 NING PAD SEC= SECTION PCB =POINT OF BEGINNING BCR= BRCWARD COUNTY RECORDS FIP= FCUN'D IRON PIPE PCC =POINT CF COMMENCEMENT BLDG= BUILDING FIR =FOUND RON °RC=PCINT CF RE- ROC 'V =iiS� CURVATURE R= RADIUS M`- MEASU' �E'` ..E =UTII TTY i SFVFNT C= CALCULATED NGVD= NATIONAL Gr0CETC VERTHCAL DATUM LAP= UTILTY .:: CB= CATCH BASIN ■VM= WATER METER CI S= CONCRET BLOCK STRUCTURE SCR = SCREENED 'PT= 'POINT CF TANGENCY CH =CHORD DISTANCE CH= CVERHANG T = TANGENT RAC = RADIAL CR3= OFFICIAL RE- CORDS BOCK LME =LAKE "MINT. EASEMENT CL =CLEAR CUL= OVERHEAD UTI- LITY LINES AE =ANCHOR EASEMENT q_ =CENTER LINE P =PLAT 0 /S= CFFSET CCNC= CONCRETE SIP =SET IRON PIPE FNC =FENCE DE= DRAINAGE EASEMENT PB =PLAT BOCK CLF =CHAIN LINK FENCE R/W =RIGHT OF WAY CUR PC =POINT RE OF VATU N/D =NAIL & DISK ENO= ENCROACHMENT PCC =POINT OF COMPOUND CURVE ID= IDENTIFICATION No, ETP= ELECTRIC TRANSFORMER PAD PG =PAGE P1 =POINT CF INTERSECTION \D =FOUND SWK= SIDEWALK (TYP)= TYPICAL / FIRM ZONE X FIR 1/2" NO I LOT 3 B L O C BASE FLOOD ELEV. COMMUNITY NO. 120652 CONC 0 • P HIGHEST ADJ. GRADE ELEV. ASPHALT- . 10.25' 10,76 PANEL NO. 93 5.30 SWK 0 N 01 3.00 FLOOD INFORMATION DIAGRAM # SUFFIX J N.E. 1 00TH ST (100' R /W) 0' ASPHALT ROAD 22.70 (i3EViLVvF, LOWEST ADJ. GRADE ELEV. DATE OF FIRM INDEX 7 -17 -95 LOWEST FLOOR 19,30- GRAPHIC SCALE 30 0 15 30 1 inch = 30 ft. Wait ..: NOT VALID 'WITHOUT WE S!GNA7URE A40 ORIGINAL EMBOSSED SEAL OF FLORIDA LICENSED SURVEYOR do 14APPER - ERNCSTO ESFY,O rA-PSM--NO P.G. BATTLE, PSM NO. 5753 10 -12 -00 FIELD DATE. SET 1/2" IRON ROD LB #2098 LEGAL DESCRIPTION: 169 SECTION No.8 OF MIAMI SHORES LOT ,BLOCK ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14 PAGE 33 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. ADDRESS: 890 N.E. 100TH STREET, MIAMI SHORES, FL 33138 SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHT OF WAY AND /OR EASEMENTS RECORD. 2. THIS SKETCH REFLECTS ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON THE REFERENCED RECORD PLAT. 3. UNDERGROUND PHYSICAL USES AND /OR FOUNDATIONS NOT LOCATED OR SHOWN. 4. BEARINGS HEREON ARE ASSUMED, REFER TO THE RECORD DOCUMENT, AND ARE BASED ON: 5. ELEVATIONS SHOWN HEREON (IF APPLICABLE) REFER TO N.G.V.D. 1929 AND ARE BASED ON BENCH MARKS PROVIDED BY N / A COUNTY ENGINEERING DEPT. BM # - - -- ELEV. 6. LEGAL DESCRIPTION PROVIDED BY: 7. OWNERSHIP OF FENCES IS UNKNOWN. 8. LOWEST FLOOR ELEV. REPRESENTS FINISHED FLOOR ELEV. © FRONT DOOR UNLESS OTHERWISE NOTED. 9. ADDITIONS OR DELETIONS TO THIS BOUNDARY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT 'vVRITTEN CONSENT CF THE SIGNING PARTY CR PARTIES. CERTIFY TO: 1 AND 2 EDWARD J. BYRD AND ,:ANIS C. BYRD RAPID TITLE SERVICES COMPANY ATTORNEY'S TITLE INSURANCE FUND CHASE MANHATTAN MORTGAGE CORP., ITS SUCCESSORS AND /CR ASSIGNS LANNES & GARCIA, INC. PROFESSIONAL SURVEYING & WAPPING MAP OF BOUNDARY SURVEY L3 # 2098 359 ALCAZAR AVENUE CORAL GABLES, FLORIDA 33134 PH (305) 666 -7909 FAX (305) 559 -3002 HOLE CLIENT LEGEND OF S'U'RVEY AB9PEV!ATICNS FCH =FOUND DRILL /SCALE 1"=30' SHEET 1 OF 1 DRAWN BY: GEM DRAWING No. 124107 Job Address: c ?-;/ /C fJ Contractor: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared JPjVS p-6Pf1 xit who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this j th day of c�Q)'2't- 19r1k i 1. My commission expires: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS General 2. Documentation 123.01 -158 Notary Public State of Florida ensed Contractor / Owner Signature Job Address: R () () 1 Cif � 1-V Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: 0/ New Construction [I Re -Roof Noje: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page -8 Mortar or Adhesive Set Tile Systems Page - 1 /flLe{/i iQy.( i4ce /c Process No. C fl 0_e_eititkQ /L 4.Q Process No. Is the deck solid s eatlled? (circle 'yes' or 'no') no Deck Type (check one of the following): O Nominal 'h" Plywood (for re -roof only) O ominal'1," PI�c� a Wood Plank 5 O Other (fill in Roof Pitch (fill in): 3 " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7%2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 " :12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' /`" which is mechanically attached to the sheathing with not less than one nail per 211 Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control pprrval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and o,er (yes) no Is the proposed underlayment approved for use with this tile system assembly? - yes / no Job Address: ,�O ! l�t Contractor: Project Information (continued): If the proposcd underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Cod yes no Are all related accessories approved for use with this tile system assembly? Tile: Tile Name: Manufacturer: Tile M serial: • Clay ❑ Concrete ❑ Other: Mortar or Adhesive: Job Address: 1D !- 1(,()V Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rips shank, corrossion reisistant nails)? yes no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Product Control Approval Number: 1 j4 1 Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Contractor: Mortar or Adhesive Set Tile Systems Page - 7 Ie,0 2 ,(iAA Process No. ❑ Mortar: Manufacturer: Mixing Ratio: f'C'i ire) Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is Tess than or equal to 7 ":12 "): Underlayment: `-if Adhesive: Type: Manufacturer: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. "A Process No. Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (SeeASCE 7 -88 Fact Sheet Attached) Mk _ -1 a. 3 x 3I —x. ;)a. e - 5. 3; _ I1 1 1, ICO. 31 —5.35 31. 35= 25 .81 CD- '3 X1 - -5. 3s 3 1 . i lO - 3S APi•J sr vg- A'irACNMEIY 66.50 SI S rn,JeF Mr 2 m'' 3 Job Address: 6 6 Cf b 0c-0- Contractor: Job Address: Adhesives (continued): Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the followingl: The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. D Ridge: Type Size <1 ,/ IJ Soffit: Type Size I} in= Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION 1I with a copy of SECTION I, noting the permit number issued. C A (COV Mortar or Adhesive Set Tile Systems Page - 4 Contractor: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 RCer Additional Notes: 11t ;4:-1 L'L1k v J Process No. Process No. Ridge Venting: NA ( (applicable) Deck: e y J/ yti'1► r<1 Thlcb,eu Underlayment: 20 `10 FILL IN APPLICABLE ROOFING COMPONENTS WI IICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI [OWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, fill in with "N /A ". ) Roof Pitch / Underlayment Fastener: / C f G+/ 12" Head Lap Dimension: (minimum )'units, olherwire rpecVied in Ole tilt rythm a.uembly Product Control ApproroO Mort Ad 5 ye: &J R� 'rn Tile: Qat sfrt.l,,'tJ Tile Fastener: Edge Metal of,upe0 Fastener: / f 1 4 / Bird Stop: TC (if applicable ) Edge Metal el / �a or Gutter: ,'c �i �✓4` fl Existing or Proposed ` �� ^ Soffit Venting: c Oilr Job Address: NO 1D5 \C)" t Contractor: Job Address: t7 1 1x's Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: Manufacturer: 7,}/l/ Co ❑ ASTM #15 asphalt saturated felt with: Manufacturer: vr Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): ❑ Other: Type: Length: Manufacturer: T/m C d Ride Height: /3 feet BUILDING INFORMATION #1 Job Site Identification: 1, 11 Mortar or Adhesive Set Tile Systems Page - 6 ❑ 19" overlap D 6" overlap ❑ rt 4" overlap z o •u D 19" overlap ❑ 6" overlap Et 4" overlap ❑ 19" overlap ❑ S" overlap 4" overlap Check one of the following which apply to the proposed underlayment attachment: ❑ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1' / tin / / Length: nn,, /n� Manufacturer: .(711314 1'0C! Y IC Ea e Height: Roof Mean Height '1 feet 1/ feet Contractor: Mortar or Adhesive Set Tile Systems Page - 3 0 1-11 0), CI;;t Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Ilurricance Occanlinc?: Y V N Basic Wind Speed at Building Location. 110 mph Building Condition based on % of openings: lU (See Table 9 ofASCE 7 -88) 1 77 / 1L /,1 //2 A.6? 7c -A A � '1led` 3 3/ / Wit Ground Level t ) A 1' Spacing (per tile system assembly Product Control Approval): Field: Laps: 5. Related Accessories: " o.c. " o.c. Dimensions: AA Finish: ❑ Cold Adhesive: Type: El/Flashing Manufacturer: Cement: Type: Manufacturer: Process No. Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type : /5/Iv p4/) Gauge or Thickness: - C Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): j A �� .&. Ctf JJ/J 1 <-- MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F ) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN ) 32.5 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -4 3 -1/4 3 -1/4 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1/4 3 -1/4 60.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3 -1/4 3 -1/4 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2 -3/4 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 2 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 100.0 9 -0 2 -1/2 2 -1 /8 10 -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 9 -0 2 -1/2 2 -1/4 110.0 10 -0 2 -5/8 2 -5/8 10 -9 3 3 9 -0 2 -1/2 2 -1/4 120.0 10 -0 2 -3/4 2 -3/4 10 -5 3 3 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD Lmax (FT -IN) Lmax (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60 0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 15 -2 90.0 11 -5 14 -3 100.0 11 -1 13-7 110.0 10 -9 12 -8 120.0 10 -5 11-7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9 -3 9 -6 179.1 9 -1 9 -1 186 4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 B -4 8 -4 210.0 7 -11 7 -11 220.0 7 -7 7 -7 230.0 7 -3 7 -3 0 855- 11.dwg 3 -29 -01 4:32:34 pm EST HR Ac X RDIC)N SHUTTER N OT APPLICABLE TO 6.8 HCCO MC* ION SHUTTE TABLE 3 NOTES: 1 DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 4 NOTE: 1 ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN STORM SHUTTER SEPARATION FROM GLASS. T A B L E 3 APPROVED AS COMPLYING VNTH THE SOUTH FLORIDA BUILDING CODE DATE � - 0 / 2-001 BY 117..I..r"713 PRODUCT ir TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOOt'U4O • l0 a z 0 co.Q (D U J a Q (nz QW O 65 U 0 crin rs ,L13 •m�? � M y1 m M 75 Crn Z - a x `• g323. g V.J. KN€ZEv PROFES1ION. E R FL Li • n • No: PE yO 1983 Da U 1 L. O 0 drawing no u 16 O dare 12/08/98 scale AS NOTED, des ■gn by Tc Fecked by VJK l VJK drawn by .tC 01 -855 [sheet 11 of 111 /HR SYSTEM LICENSED BY SOUTHERN SH ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P S F MAX (SEE NOTE 1) MIN. 3• EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONCRETE tc 1 -3/4" (MIN. (SEE 75.0 9 12 12 12 11 9 12 10 12 7 9 12 9 12 6 9 11 5 6 3 90.0 9 9 12 12 12 8 12 9 9 12 8 C2 6 9 12 01 12 5 9 9 4 4 3 1/4"O ITW OR ELCO TAPCON W/ MIN. EMBEDMENT 3,000 P.S.I. CONCRETE) 12 6 9 11 5 9 4 9 9 16 9 8 3 9 B 3 3 4 4 j 140.0 9 12 6 12 4 9 8 4 1 3 9 8 12 3 9 8 3 12 180.0 230.0 9 9 4 9 3 9 8 4 12 3 9 8 140.0 8 3 12 8 3 3 12 12 75.0 9 12 12 12 16 9 12 12 10 12 9 12 12 10 9 12 B 12 11 i2 3/9"0 IN & STEEL 1- 9/16" (MIN. 1 I ' 90.0 9 12 12 12 15 9 12 10 12 10 9 12 9 12 9 9 12 7 12 9 ° 1 POWERS RAWL DROP 3/8 . '0 STAINLESS BOLT WITH MIN. EMBEDMENT 3,000 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 7 9 6 9 12 7 12 5 9 12 6 12 180.0 9 12 9 12 7 9 12 5 9 12 • 12 4 9 12 6 12 230.0 9 12 7 12 5 9 12 4 9 12 • 12 4 9 12 6 is 12 1/4 "0 POWERS CALK - IN & 1/4 - 20 STEEL MACHINE (MIN. 3,000 �■� FASTENING W/ 7/9" STAINLESS SCREW P.S.I. CONCRETE) EMBED. 75.0 9 12 12 12 12 9 9 12 12 I • 9 9 9 9 12 • 9 12 4 3 3 9 12 12 12 10 12 11 10 11 9 9 9 12 10 90.0 140.0 9 12 9 12 7 9 12 9 12 7 12 5 9 10 10 3 180.0 230.0 9 12 5 12 4 9 10 . 9 10 9 10 3 75.0 9 9 9 12 12 12 12 9 12 9 12 • 9 12 10 12 12 12 12 12 9 9 9 12 12 • 9 12 9 12 8 90.0 L -ab-% • M :,› 1/4"0 ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 12 12 9 12 9 12 6 140.0 180.0 9 12 9 12 7 9 12 _ 9 12 9 12 6 6 230 0 9 12 7 12 5 9 12 9 12 9 12 HOLLOW CONCRETE BLOCK E 1 - 1/4" O]mmo\ -kom› 1/4 "0 ITW TAPCON W/ MIN EMBEDMENT 75 .0 90 . 0 9 9 11 9 6 11 4 9 7 8 6 p 5 4 37 4 3 r r 5 9 4 8 6 7 5 7 5 3 5 5 4 r 4 3 / TT 4 . � / 4 # 140.0 180.0 5 4 �� // / / 3 / 4 3 T / � 0 4N A 3 3 3 3 4 230.0 4 3 FI /O 1/4 "0 POWERS CALK -IN W/ & 1/4 - 20 STEEL MACHINE FASTENING 7/8" STAINLESS rI EMBED SCREW 75.0 9 9 12 9 12 6 5 9 9 10 9 l'm • 9 9 A 7 6 Fpl �� ,\‘, AM 40 r 0 12 7 12 9 7 6 5 5 5 S 4 4 4 90.0 140.0 9 8 5 8 3 7 5 6 4 A A 180.0 8 6 3 6 l 5 4 e A 5 5 4 4 230.0 6 5 3 5 5 4 75.0 9 12 11 12 8 9 12 12 9 12 • 12 9 8 0 / , 9 12 11 9 6 12 6 9 9 B 10 • 9 6 90.0 aM'b d-> 1/4 °0 ELCO CRETE FLEX W/ 1 - 1/4" MIN. EMBEDMENT 140.0 9 11 4 9 8 6 7 5 / 180 0 9 9 4 9 3 J 8 7 6 5 7 7 5 5 5 7 7 5. 5 230.0 9 7 3 7/ *r4 O � il ei 4 4 r ummlum> 1/4"0 ELCO TAPCON w/ 1 -1/4" MIN. EMBEDMENT 75.0 12 12 10 12 7 12 10 • • 11 9 7 6 90.0 12 10 12 8 8 5 12 8 5 3 11 7 8 5 9 7 6 5 5 4 4 - - - -- 4 1400 6 4 180.0 8 6 6 5 4 3 6/ 5 5 5 4 4 � 5 5 4 4 _..._. / ��, ... 5 5 230 0 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN LOA MIN. 4 -1R• EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 6' -0" 8' -8" 10' - 15' -6" P 5 F NOTE 1) STII JCT ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 01 C2 C3 C4 05 01 C2 C3 04 C5 01 C2 C3 C4 C5 C1 C2 C3 C4 05 I CONCRETE 75.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 16 9 12 12 12 10 * 1 9 0.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 9 12 12 12 9 3/B "0 POWERS RAWL DROP- 140.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 8 9 12 10 12 7 IN & 3/8'0 STAINLESS 180.0 9 12 12 12 11 9 12 10 12 12 10 12 7 9 12 10 12 7 STEEL BOLT WITH 8 9 1- 9/16" MIN. EMBEDMENT 230 0 9 12 12 12 9 9 --- 12 10 12 7 9 12 10 12 7 9 12 10 12 7 (MIN. 3,000 P.S.I. CONCRETE) 01 855- 10.dwq 3 -29 -01 4:32:26 pm EST R "A N S kJ T E R NOT APPLICABLE TO 6.13 ACCORDION SHUTTER ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE . . O / CO 1 PRODUCT •'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO01. Z F w • N u I 7 a ° -o 0 . VI cd a w o23 2 w 0 O z w N w Z o Y O 0 0 V.J. KNEZ PROMSIO INEER PE FL Lic - No: 11 0983 dale N drawing no 12/08/98 [ scale drawn by 1 AS VOTED MC r des ■gn by 'checked b? v »< l VIKI 01-855 ! sheet 10 of 11] ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 2' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 4 CONCRETE E EyEEMEM> 1/4"0 ITW OR ELCO TAPCON w/ 1 - 3/4" MIN EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 75 0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 5 10 3 90.0 9 12 10 12 8 9 C3 7 12 5 9 12 6 12 4 9 75.0 4 8 3 140.0 9 12 7 12 5 9 • 4 10 3 9 4 90.0 3 A 9 9 9 6 3 7 9 180.0 9 11 5 11 4 9 11 3 7 9 3 3 7 230 0 5.0 9 9 g 12 4 10 8 12 3 g 9 9 W/ MIN. 1 27/32" THREADED 3 7 7 12 12 9 3 6 9 3 7 4 /�7 * 1/4 "0 POWERS CALK -IN & 1/4 -20 STEEL MACHINE (MIN. 3,000 FASTENING W/ 7/8" STAINLESS SCR P.S.I. CONCRETE) EMBED 90.0 9 12 8 12 6 9 5 4 SHEAR PARALLEL OR 180.0 140.0 9 12 5 12 4 9 9 9 9 0 . PERPENDICULAR TO WOOD GRAIN ' - 9 180.0 9 12 4 12 3 9 e 9 4 9 0 4 2 3 0.0 9 9 3 9 4 a w i 4 per 75.0 9 12 12 12 12 12 1400 9 9 9 9 9 6• 5/ 9 9 9 9 9 III , 9 g 9 9 . . 3 4 4 y bb� k� 1/4"0 ELCO CRETE FLEX W/ 2" MIN EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 900 9 12 140.0 9 12 10 12 • � STEEL MACHINE SCREW�/// 230.0 5 180.0 9 9 12 12 8 6 12 12 230.0 HOLLOW CONCRETE BLOCK ( E 1 -1/4" 3 75.0 9 10 6 10 4 3 4Fl / A. 3 4,./JA op L) -. rn kp 1.11 111 ' 0 ONO op _ 0 0 90 . 0 9 7 5 4 8 5 5 8 «M 1/ "0 ITW TAPCON W/ MIN EMBEDMENT 140.0 3 5 4 00.404 180.0 4 400./A 230.0 3 3 / 1/4 "0 POWERS CALK & 1/4 / -20 STEEL MACHINE FASTENING 0 STAITAt NLESS • EMBED SCREW 750 9 12 6 12 90 0 9 10 5 10 140.0 8 6 3 6 5 4 12 IiIPiUI 9 8 1 tillotp,1,- 5 . 180.0 6 5 230.0 5 4 75.0 9 12 9 I. . If 9 0.0 9 12 7 1/4 "0 ELCO CRETE FLEX W/ t - 1/4" MIN. EMBEDMENT 140 0 9 11 5 11 180.0 9 8 8 6 3 3 8 6 12 7 230.0 Ad r 7 75 0 1 2 12 8 12 • o rj / 1pflipipl A 1 a • 4 0.0 11 7 11 • Ewa � 1/4"0 W/ rAPCDN w/ 1 -1/4" MIN. EMBEDMENT 140.0 9 7 4 7 180.0 7 5 3 5 4 0 230 0 5 4 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN MIN. 3/4' EDGE DISTANCE LOAD (W) SPANS UP TO SPANS UP TO SPANS UP TO 6' -0" 8' -8" 15' -6" STIr Jcn ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 COOM Tz1 27/32; 75.0 9 12 8 12 6 9 12 9 12 3 12 H11111111Im1I11Af1111Itut M> 90.0 9 12 6 5 9 12 9 11 11 1/4 "0 WOOD LAG SCREW W/ MIN. 1 27/32" THREADED 140.0 9 12 4 3 9 12 9 9 9 PENETRATION "T" SHEAR PARALLEL OR 180.0 9 12 3 9 9 A 9 9 9 PERPENDICULAR TO WOOD GRAIN 230.0 9 11 / 4 9 - ► 9 9 9 % / 9 0 * 3A\\S 9 10 I '� : 8 w 4 per 90.0 7/16 0 WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL 1400 8 6 6• 5/ 5 4 , 4 3 180.0 4 3 4 3 � STEEL MACHINE SCREW�/// 230.0 5 4 A 4 4 3 d 4 3 01-855-9.d g 3 -29 -01 4:32:17 pm EST r ..� R AC 0C CI) E3 I 00 N 5 11 L E mss. NOT APPLICABLE TO 6.8 AGCORIZIION SHUTTER APPROVED AS COMPLYING \MTH THE SOUTH FLORIDA BUILDING CODE DATE lb • : t2 1 BY PRODUCT C PTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOSa U40`( l(� 1 x S T YP 1 x S TYP. 2 x S (TYP TOP FLANGE 2 x S /--2 HEADER +-2 x 5 @ OUTSIDE ANCHOR (SEE PICTURE ABOVE) 4 0 0 x S (TYP I� -1x S BOT FLANGE ANCHOR (SEE PICTURE ABOVE) NOTE SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE - APPLICABLE TO HR SYSTEM ONLY ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U 0 N 1 . 9, O� O1 -\ \--0 HEADER / SILL DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. HEADER 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE 2 x S USED AS SILL SCREW, NUT OR WASHERED WINGNUT b b x S (TYP )� \--O5 / © COMBINATION "S" INDICATES ANCHOR SCHEDULE SPACING SPACING DIAGRAM FOR C3 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE © WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY 0 5 V N N'' ,, >- w m > :-,5.- Lii 2 • N L Pi' Cs o • 0 ° U; 0 J ry L"' ; ® C o m 2 x cC N 1- 0 0/ WIMIIIIIINIMMININIO V.J. KNEZ PROFESSIONAL •" EER FL Lit • No: PE 11 1983 dahe 2 O 0 6 • 0 0 12/08/98 scale "r drawn by AS NOTED) MC des'gn by 1lchecked by V P<A v »< drawing no 01 -855 sheet 9 of 11j' & ASSOCIATES, INC. EXISTING STRUCTURE- O w w 0 w • p EMBED EXISTING STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING REFERENCE ANCHOR TYPE SCHEDULE FOR MAX SPACING 1/4 -20 MACHINE BOLT W/ 1/2" Z1/2" SEE TABLE 4 FOR MIN SEPARATION FROM GLASS -GLASS OR DOOR EXISTING STRUCTURE 3 CUT IN 2" TO 3" INTERVALS 0 FORM CURVE (SEE DETAIL ® FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER pa EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL 01 355 -3.dwg 3 -29 -01 4:32:08 pm EST 7" MAX / NUT OR #14 SMS pn 12" 0 C. EXISTING STRUCTURE EXISTING FINISH MATERIAL 1/2 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C I BUILD OUT MOUNT SECTION SCALE 3"= 1'- 0" (TYP TOP & BOTTOM) 1/4" MAX FROM PIN 'GUIDE TO BUSHING WASHER (TYP 7 ". j 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP) E w Z V1 Q . 0_ I H 3" x 3" x 1/4" CONT 6063 -T6 ALUM ANGLE (MAY BE REVERSED AS SHOWN DASHED) m wl 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP ) GLASS OR DOOR 1/4 -20 S S MACHINE SCREW & NUT (a 12" 0 C I � 3 4a 1/4" MAX FROM PIN GUIDE 1/2" LPL ....LJ TO BUSHING WASHER (TYP ) 1/4 -20 MACHINE BOLT W/ NUT (al 2" 0 C. 9 CUT AT INTERVALS TO RM CURVE (SEE DETAIL FOR WELDING INFO ) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER pa EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE 3 "= 1'- 0" FIR ;1/44CICIREPICINI SHUTTER NOT APPLICABLE TO 6.8 "CC ORUI0 SHUTTER EMBED SEE TABLE 4 FOR MIN. SEPARATION FROM GLASS FULL LENGTH INSIDE EXCEPT AT "NOTCHES" i re �,,. E EQ O WALL MOUNT SECTION SCALE . 3 "= 1'- 0" EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) 1/2" CEILING HEADER 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) w Lu #14 x 1/2" SMS C w F-1-1 @a 12" O.C. OR I- w > > 1/4"0 ALUM. H • oft POP RIVETS • I Z �J @a 12 OC. v1� oN m L7 Q XZ 0 Zf- w • J O U Q 1 ,1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE 1T EXISTING STRUCTURE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE O WELDING DETAILS SCALE 3 "= 1'- 0" BUILD -OUT ANGLE GLASS OR DOOR 1 0 AND ® ASSEMBLY " @ TRACK * NOTE WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) 0 w O m W � 1414 x 1/2" SMS • 12" 0.C. OR 1/4 "0 ALUM. POP RIVETS pn 12" 0.0 SEE TABLE 4 FOR MIN. SEPARATI0 FROM GLASS D GE DIST O CEILING / INSIDE MOUNT SECTION SCALE 3 "= 1"- 0" FASTENER, SEE DETAIL® pa EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL R FOR INFO ), TYP CURVED TRACK PLAN VIEW NT S. EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP ) w ~ J =prn = Zu J On z � Q o u to 1 /4" MAX. FROM PIN 1/2" GUIDE TO BUSHING WASHER (TYP C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION Q C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (SPACING SHOWN IN DIAGRAM ON PG. 9) CEILING HEADER (3) (SEE DETAIL ® FOR WELDING INFO ) APPROVED AS COMPLYING NTH THE SOUTH FLORIDA BUILDING CODE DATE - y BY PRODUCT t e `TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 \, - 040 lJ � Z VI w Q ° V � 0. Q cgi w IV 7 w ," Z NZ O rz Z I 000 U JQ Q Q U)W Q 0(n U FL Lk PE date o Z o L ±e 0 z v D 0 scal AS NOTED, z O z 1- u 0 N a V.1. KN EZ (YI PROFESSRI EN EER n - y � 1 1 983 z o z z z E - E E > F 8 a F z � z z o u 4 J J No: 2001 r co N 0 CO L, 12/08/98 -1 1 [drawn by MC J design by checked by' V 1K�l ViK drawn; no 01 :855, s heet 8 of 11] FASTENER (7a 18" 0 C (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). • 2 FASTENERS EACH ANGLE 1"x2 "x1 /8" OR 2" x 2" x 1/8" ALUM. ANGLE 3/16 "0 ALUM POP RIVET OR #12 SMS - 3/16 "0 ALUM. POP RIVET OR #12 SMS (c7 18" 0 C. (TYP ) 2" x 2" x 1/8" 6063 -T6 ALUM TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP.— TYPICAL HR BLADE TYPICAL HR BLADE TYPICAL PLAN VIEW SCALE 3" = 1' -0" 01- 855 -7.dwg 3 -29 -01 4:31:59 pm EST 2" x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY 3/16 "0 ALUM POP RIVET OR #12 SMS @ 18" 0 . (TYP) 3/16 "0 ALUM. POP RIVET OR #12 SMS pa 18" O C. (TYP ) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM POP RIVETS OR THREE #12 SMS, TYP 1 "x2 "x1 /8 "OR 2 "x2 "x1 /8" ALUM ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE 3" = 1' -0 EXISTING GLASS H Y' A R 1 5 H U - vr E M APPLI CABLE Tc • 6.8 A■CCORIL)ION SHUTTER 5/16 -18 THUMBSCREW INTO THREADED HOLE LOCATED pa 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6" FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 5/16 -18 THUMBSCREW INTO THREADED HOLE LOCATED p 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6" MIN. 0.093" THICK 6063 -T6 ALUM ANGLE 1" x 1" MIN TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (a 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (a 18" O.C. NOTE: STARTER Q1 a LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECT ONO.. TYPICAL ELEVATION N T S PLAN VIEW TOP TRACK BOTTOM TRACK TO & BOTTOM EXISTING GLASS- Z Ul .t O V) w _ Z< m SILL Q w aow 1 / Q'cr V) r_1U 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1' -0" FASTENER pa 18" O.C (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) 2 "x2 "x 090" 6063 -T6 ALUM TUBE TYP 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP MI= ,411111•11 It k i x #12 x 1/2" GALVANIZED r o OR S.S SMS, 3/16"0 ALU POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT pa 18" 0 C M� SIDE CLOSURE OPTIONS SCALE 3" = 1' - TOP & BOTTOM 1 -1/2" MIN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • O$ /2. • • BY ii7...✓ isi / r 4.1 PRODUCT iNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 OL{QL, . ( U � z Z O •J date 12/09/98 scae ) drawn by M AS l NOTEOJI C design by 1r by v» VjK drawing no. 01 -855 j sheet 7 of 11 j 6 8 co w m 0 Id U J L co 0 N N rn i8 N c) 0 0 Ji(0 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD L max (FT - IN) L max. (FT - IN) 30 0 12 -10 12 -10 35.0 12 -4 12 -10 40,0 11 -11 12 -10 45 0 11 -7 12 -10 50 0 11 - 3 12 -10 55.0 11 -0 12 -10 600 0 10 -9 12 -4 65.0 10 -6 11 -6 70.0 10 -4 10 -8 72.0 10 -3 10-4 ( -11 (7 10 -2 80.0 9 -11 �`� 90.0 9 -7 8 -4 100.0 9 -3 8 -3 110.0 9 -0 8 -3 120.0 8 -8 8 -3 130.0 8 -4 8 -3 133 0 8 -3 8 -3 140.0 7 -11 7 -11 150.0 7 -5 7 -5 160.0 6 -11 6 -11 170 0 6 -6 6 -6 180.0 6 -2 6 -2 190.0 5 -10 5 -10 200.0 5 -6 5 -6 ► —Q w e1 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P S F ) ACTUAL SHUTTER SPAN (L) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN ) 40.0 8 -3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11_3_ - 3-3/,/,,,_ 3 r^ , 60A) J 5 -0 3 -1/8 1 -1/4 , . Y 8 -3 3 -.1 8 1 -7/8 10 -9 3 -3/4 3 70.0 5 -0 3 -1/8 1 -1/8 8 -3 3 -1/8 1 -7/8 10 -4 3 -3/4 3 80.0 6 -0 3 -1/8 1 -3/8 8 -3 3 -1/8 2 -1/8 9 -4 3 -3/4 2 -5/8 90.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -5/8 8 -3 3 -1/8 2 -1/8 100.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -3/4 8 -3 3 -1/8 2 -1/4 110.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 130.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/3 2 -1/2 01- 855 -6.dwg 3 -29 -01 4:31:51 pm EST 6.8 ACc QRD1QF1 S11UTTER IN OT APPLICABLE TO FIR ACCOREIOM SHUTTER TABLE 1 NOTES: 1 DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALU= OF THE TWO. 2 FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE (o UU ; . O O 1 BY 119=IEW _ .. PRODUCT etTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.OI OM. L (� T A B L E 1 V.J. KNEZ PBCFESSIO FL Li PE 0 0 cc c, CC 2 scale drawn by 1 AS NOTED l MCf ' design by lichecked by VjK V1K drawing no 01 -855 1 sheet 6 of 11i KNEZEVICH revisions COUNTY COMMENTS 6 102/06/01 AS ANCHOR SCHEDULE r FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12'- 10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) C2 C3 C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4105 CONCRETE 1 - 3/4" (MIN, 48.0 12 12 ,i , - 1 - Er-Jllltnn1nl11miIIMIIIII11IIR> 1/6 "0 WOOD LAG SCREW W/ MIN. 1 -3/4" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 12 11111 12 7 5 5 12 12 11 12 8 6 5 12 10 5 4 3 12 12 12 12 12 12 12 12 12 12 12 10 9 12 12 12 12 12 12 10 12 12 - 7 6 12 12 12 12 9 8 6 12 12 62 0 1/4 "0 3,000 ITW OR ELCO TAPCON W/ MIN. EMBEDMENT P.S.I. CONCRETE) 72.0 110 0' 4,__ 12 0 5 4 7 12 12 12 8 12 • 5 8 12 4 4 ) - or it Itg, 7/16"0 WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL STEEL MACHINE SCREW m . o . r�, 3 it - 9 3 3 5 12 12 12 8 12 5 12 - 5 8 )4 10 . A 4 6 12 2 0 0.0 4 8.0 9 i 4 40,64.44.44 4 1. __ /or , ./, 9 ' 3 ', � i NI 5 it oy 4 10 4 4 6 3 10 4 4 r� 6 3 10 4 6 r 12 12 12 12 16 12 12 16 12 12 12 * 3/8"0 IN & 1 (MIN. POWERS 3/8 TEEL 3,000 11,,11 IWI 6 2.0 12 12 12 12 16 12 12 14 12 12 9 RAWL DROP "0 STAINLESS BOLT WITH MIN EMBEDMENT P.S.I. CONCRETE) 72.0 ;OP/0 %/ 12 12 12 12 12 9 12 12 8 12 16 12 12 12 10 12 8 110.0 12 12 11 6 10 8 12 12 7 6 8 8 12 _ 12 6 6 2 0 0.0 1/4 "0 POWERS CALK - IN & 1/4 - 20 STEEL MACHINE (MIN, 3,000 G FASTENING W/ 7/8" STAINLESS P.S.I. CONCRETE) EMBED SCREW 48.0 12 12 8 12 12 12 12 12 12 12 12 11 12 12 8 6 5 62.0 12 6 5 12 • 12 12 12 12 12 12 12 12 12 12 9 9 72 0 12 • 12 • 11 12 B 7 12 110.0 12 3 12 12 12 10 12 7 11 5 6 8 4 200.0 12 3 12 12 5 6 8 6 8 4 6 8 4 4 4 y� [ -> 1/4 "0 ELCO CRETE FLEX W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 46.0 12 12 12 12 12 12 12 12 12 12 12 12 12 11 62.0 12 9 12 12 12 12 12 12 12 12 12 12 11 12 8 72.0 12 8 12 12 12 12 12 12 12 10 • 10 12 7 110.0 12 5 12 12 12 10 12 7 8 B 10 6 2 0 0.0 12 6 4 12 12 7 8 10 8 10 6 10 6 V J m L1.1 LI U ® O g - E, ��`��AR]`n�il�]j 48.0 12 11 10 I • • • S 7 4 3 10 B 7 � � �� A • I 10. % /,%/im /1 i r 12 12 1 1 12 9 12 11 11 6 11 4 3 6 2 . 0 12 11 7 6 4 12 11 7 9 5 4 9 7 3 3 � 1/4 "0 ITW OR ELCO TAPCON W/ 1 -1/4" MIN EMBEDMENT 72.0 r i//.i/' 6 11 110.0 6 . 7 7 � 3 3 J V 200.0 3 ' d 4 T� /,� * 1/4"0 POWERS CALK - IN & 1/4 - 20 STEEL MACHINE FASTENING W/ 7/8" STAINLESS " EMBED SCREW 48.0 12 12 6 4 9 12 12 12 10 12 12 12 10 12 12 9 12 9 12 6 62.0 12 • 12 5 • • 3 7 10 9 5 3 12 12 7 6 12 7 6 12 11 5 4 4 7 72.0 12 12 4 6 5 5 Aso 11 4 3 5 3 110 0 8 5 8 AN • z �� 10 3 7 4 4/ _ 2 0 0.0 6 6 3 3 3 3 48.0 12 12 12 7 12 12 12 12 12 11 12 8 12 7 12 5 �bbb��l ✓ 1/4 "0 ELCO CRETE FLEX W/ 1 - 1/4" MIN EMBEDMENT 62.0 12 12 6 11 2 2 2 2 8 12 12 6 ._ 5 6 5 3 3 12 5 10 4 72.0 12 • 12 5 9 12 12 10 7 4 12 12 5 7 4 4 0 8 3 5 5 4 4 7 3 5 3 110.0 12 8 I 6 - 4 3 . 8 8 12 8 12 3 200.0 5 3 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F MAX (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0 (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION C1 TYPE ( SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 ® 0 0 '1-3/4' , 48.0 12 12 • 8 12 12 12 12 ,i , - 1 - Er-Jllltnn1nl11miIIMIIIII11IIR> 1/6 "0 WOOD LAG SCREW W/ MIN. 1 -3/4" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 6 2.0 12 12 6 12 12 12 10 72.0 12 12 5 12 12 12 6 0 ,110.0 200.0 12 ( 2 4 - 3 f 12C 11 4 ` • , 11 11 4 4 / 11 it Itg, 7/16"0 WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL STEEL MACHINE SCREW 6 12 12 12 12 • , 10 10 5 3 �/ 1 0 e ' 0 12 12 . A 12 12 8 72.0 12 12 10 10 10 3 7 5 110.0 9 5 9 44 .-- 6 r 200.0 5 A (KNEZEVICH & ASSOCIATES, INC v Iv u L I l Iv u c ry u I ry C C A • r I U u u t. l I t l l IN u 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL: (954) 382 -2800 • FM: (954) 382 -2989 - FLORIDA COA #3205 WE8SIIE: WWW.KNEZEVICH.COM • E -MAIL: KAQKNEZEVICH.COM 6.8 /HR SYSTEM LICENSED BY SOUTHERN SHUTTER ASSOCIATIONJ 1 COASTAL 6.8 —HR ocOirmcn l'Ti A 1 A i.r.•"" . Ir%nl 3789 N.W. 46th Street (',0: Miami, Florida 33142 Phone (305) 633 -3351 + mot►,. ;,; " ef4 Fax (305) 633 -3516 r V.J. KNE • II PkOFESSIO • E r. EER FL Li •-n No: PE ? aa $983 ' 2 2001 IFSSA I.D_ #032901982545)1[ by description VJKI COUNTY COMMENTS VJKI COUNTY COMMENTS AS GENERAL REVISIONS 1 AS COUNTY COMMENTS I1.0/50/Z0 InNi z /71 I LA/R0 /]O 01 855 -5.dwg 3 -29 -01 4:31:43 pm EST 6.8 4CCC)R® SHUTTER NOT APP LICRiE3LE T 1-1 11 ACCOR SHUTTER ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 1 . 9 . 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2 x S (TYP ) r l x S (TYP I 2 x S (TYP 2 HEADER / SILL OR 5 / © COMBINATION O 1 APPROVED AS COMPLYING WITH THE 0 n SOUTH FLORIDA BUILDING CODE DATE. - UV200 BY ...... !s/ l /. NOTE "S" INDICATES ANCHOR SCHEDULE SPACING PRODUCT �NTROLDIVISION SPACING DIAGRAM FOR: - C1 CONNECTION TYPE USING PIECE 8 - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS - APPLICABLE TO 6 8 SYSTEM ONLY BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O' - O OA • IC) drawing no 12/08/98) scale ly drawn by 1 AS NOTED) MC devgn by ' checked byl VJK VJK 01 -855 sheet 5 of 11i * BEAM SCHEDULE DESORPTION SHUTTER SPAN BOTTOM BEAM TOP BEAM .. 2 ,, x 5 Tw = .125" Tf = .125" 5' -0.. 9 ,. 5 .. 9' 0 8' -0" 8 8' -0" 10' -3" 7' -4" 7' 4" 2" x 7" Tw = .072" Tf = .130 5 -0" 11' -4" 8 -5" 8' 0" 9 7'-6" 10 -3 8 ' -9 " 7 -0 2 ., x 9 .. Tw = 072" Tf = 224" 5. -0 ,. 15' -5" 9' -4 .. 8' -0" 13' -2" 8'-4" t0 -3 11 -11 7 ' -9 " EXISTING STRUCTURE EXISTING STRUCTURE 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 01 THIS PG FOR NUMBER OF ANCHORS REQ'D ) SEE TABLE 2 FOR MIN SEPARATION FROM GLASS zo E w LD O w GLASS OR DOOR F- Z �� 0 w 0 m 0 ` w 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8 MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 01 THIS PG. FOR NUMBER 0 ANCHORS REQ'D ) EXISTING STRUCTURE EXISTING STRUCTURE EMBED EXISTING FINISH MATERIAL C CUT IN 2" TO 3" INTERVALS I T FORM CURVE (SEE DETAIL © FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL ) `1/2 01- 855 -4.dwg 3 -29 -01 4:31:34 pm EST (MAX. DESIGN LOAD = ± 72 P S.F ) 7 ALT LEG DIRECTION SEE NOTE 01, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D SEE NOTE 31, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D ALT LEG DIRECTION O BUILD -OUT MOUNT SECTION SCALE 3". 1'- 0" p Tw co wl w w IX LIJ w 3 F- N = 0 O w Lu U co L7 � Q X 0Z E J O ua u U1 5.8 INCCCI ' DIC3N SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS p 12" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) Q z w J j LL Cr ww : = m X' Q u 0 z J CC w 3 N z a In D: w 2 x w o z w cc = o 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Tf ALUM BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @12 "0C ACCESS HOLE FULL LENGTH INSIDE I EXCEPT AT "NOTCHES " 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP 1/4 -20 MACHINE BOLT W/ NUT @ 2" 0 C 9) CUT AT INTERVALS TO FORM CURVE (SEE DETAIL © FOR WELDING INFO ) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (FASTENER p EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE 3'"= 1'- 0" * USE BEM SCHEDULE FOR DETAIL G . TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS NOTE 01 2" x 3" x 1/4" 6063 -T6 ALUM ANGLE TOP & BOTTOM FOR 2 "x5 " & 2 "x7 "BEAM, USE THREE 1/4"0 POWERS CALK - IN ANCHORS p 3" O C IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4 "0 CALK -IN ANCHORS (a 3" 0 0 IN EACH ANGLE AND USE 11" LONG ANGLES CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE CEILING HEADER O WELDING DETAILS SCALE . 3 "= 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 2) #14 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS (a 6" 0.0. T AND SSEMEPY EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE BUILD -OUT ANGLE 2" (a TRACK * NOTE WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING ) - -GLASS OR DOOR FASTENER, SEE DETAIL® p EVERY 2" TO 3" PIECE — L� UT LINE (SEE DETAIL FOR INFO ), TYP. 1/2 "0 THRU BOLT (al 12" O.C. 1/4 "0 POWERS RAWL CALK -IN p 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW p 24" 0 C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD ± 72 P.S.F.) ED PASS THRU DETAIL SCALE 3 "= 1'- 0" CURVED TRACK PLAN VIEW NTS. 1/4 " MAX. FROM PIN GUIDE X TO BUSHING WASHER (TYP.) MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT. ALUM TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN (n0 6" 0.0. WITH 7/8" MIN EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW 6" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER CEILING HEADER O (SEE DETAIL © FOR WELDING INFO ) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUtLOING CODE DATE 0 ► cot BY .11t.. .. � PRODUCT ' - DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOc - ()y v 1 10 z Z LLJ W V —0 °` a 0. N N V1r Q w z ojf � — z w F' N � W H zz O V V' - 5 N m `� Y �m cLry tts L'Ea \ m V.J. KNE PROFESSIO FL Li PE 12/08/95] scale drawn by 1 AS NOTEO,I MCJ design by 1 checked by V JK V 01 -855 dahe drawing no V 0 w m 0 CC 2 NEER No: 983 2 2001 N N h 10 N 0 O) sheet 4 of 111, yr 1 'lab. f r ■11■ w l7 0 w 0 0 w GLASS OR DOOR EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SEE TABLE 2 FOR MIN- SEPARATION- — FROM GLASS 0 N w 0 2 GLASS OR DOOR -- w 0 0 w EXISTING STRUCTURE - 01- 855 -3.dwa 3 -29 -01 4:.31.20 nm FCT EXISTING STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING O WALL MOUNT SECTION SCALE 3 "= 1'- 0" C4 CONNECTIONTYPE-- ----.. REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EMBED 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP ) w J w ZU J co O V) < a X w z CY < J 0 Q� 1/4 -20 S.S MACHINE SCREW & NUT ©n 12" 0 C 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP ) /2" 5" MAX. EXISTING STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD OUT MOUNT SECTION SCALE 3 1'- 0 GLASS OR DOOR - H 0 00 41415111 — 0 1/ SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 00 0 `1/2" 1 2 3" x 3" x 1/4" CONT. EXISTING STRUCTURE 6063 -T6 ALUM ANGLE (MAY BE REVERSED AS SHOWN DASHED) 1/4 -20 MACHINE BOLT W/ NUT OR 4414 SMS @a 12" 0.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) CC w w 1- J H 3 = 0� w Zu J ON a aZH a o U V1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) 6.8 AstAkC C:31112)1‘01\1 SHU1 TER NOT APPLICABLE TO FIR ACCORLION SHUTTER 0 WALL MOUNT SECTION SCALE 3"= 1'- 0" GLASS OR DOOR THREADED PENETR "T" EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1/2" SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PLYWOOD & STUCCO FINISH NOTE THIS DETAIL MAX DESIGN -2 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) cc W ' W w 1--J H� 3 tu 1- Z u m 0 0 V1 a X aZ ` oa ® AND© v� ASSEMBLY a 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP) EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING STRUCTURE O WALL MOUNT SECTION SCALE 3 "= 1'- 0" `0® CC ww W V) V1 C Xz a w 1" x 4" x 125" 6063 -T6 ALUM. TUBE MAY BE USED AT TOP LOAD = 72 P.S.F. ti CC ww H J = w Zu J 0 Q 0Z 1- 0 < o O - a TWO 1/4 "0 WOOD LAG SCREWS (al 24" 0.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS 1414 SMS pa MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 0 m w GLASS CR DOOR 1412 x 1/2" SMS • 12" 0 C . OR 3/16"0 ALUM POP RIVETS (n 6" O C 0 m #12 x 1/2" SMS @a 12" O.C. OR 3/16 "0 ALUM POP RIVETS @ 6 " 0C EXISTING WOOD TRUSS OR RAFTER (a 24" MAX. 0.C. EXISTING FINISH MATERIAL 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" SEE TABLE 2 FOR MIN. SEPARATIO 0 1" x 4" x 1/8" 6063 -T6 ALUM TUBE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR "T" IN WOOD t7a EACH RAFTER OF TRUSS, 24" 0 C. MAX WHERE TUBE EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUSS EDGE DIST C3 C NECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS TION CEILING 1 SIDN E MOUNT SECTION SCALE 3""s,1'_- 0" - 1/2'1 -1/ 1/4 -20 S.S. MACHINE SCREW @ 24" 0.C. IN BETWEEN TRUSSES WITH 1/2 "0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS 24" 0 C. MAX. IN BETWEEN TRUSSES (MAX EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING W ASHER (TYP 1 BY PRODUCT w W H z w J /4" FROM PIN UIDE TO BUSHING ASHER (TYP 1 CC W � W ZI co O N < 0 Z H c a o u V1 a DESIGN LOAD ± 72 P S.F ) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) . 01— w : 0 a wF I CC w =z H d 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) ww H W H V1 H 0 Xz NTROL DIVISION CC ww • J _ 33 ° � w Zu J O 1/1 Q 0 7F - C a 0 0 u U7 a TRUSS MOUNT SECTION SCALE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 1 0 $ /2O BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO el"Q9 • 1O 1 z I I coo U JQ QJ Q Viz Q ® (A UCr 6 8 r V.J. KNEZEVJE PRCfESSKJ " GIN• R FL tic •t1S• O: EE 83 QW 0 N N 0) 8 N O (0 (n date 12/08/98 scale AS NOTED 'design by flOhecked by V1K V1K drawn by MC drawing no 01 -855 sheet 3 of 111,, 2 FASTENERS EACH ANGLE FASTENER pa 18" 0 C. (USE ANY ANCHOR SHOW IN ANCHOR SCHEDULE). 1" x 2" x 1/8" OR 2 "x2 "x1 /8" ALUM. ANGLE 3/16 "0 ALUM POP RIVET OR 4412 SMS - 3/16"0 ALUM. POP RIVET OR 4412 SMS @n 18" 0 . (TYP ) 2" x 2" x 1/8" 6063 -T6 ALUM TUBE 1" x 2" x 093" 6063 -T6 ALUM. ANGLE, TYP. J 6.80" (TYP.) TYPICAL PLAN VIEW SCALE 3" = 1' -0" 2" x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR #12 SMS @a 18" 0 C. (TYP ) 3/16 "0 ALUM POP RIVET OR #12 SMS (7a 18" 0 C (TYP ) 2 FASTENERS EACH ANGLE EXISTING GLASS THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS, TYP 1" x 2" x 1/8" OR 2 "x2 "x1/8" ALUM ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE 3' = MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) ASTENER @a 18" .617 (USE ANY ANCHOR SHOW IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. 1/4 -20 THUMBSCREW INTO POP RIVET, OR 1/4 -20 THREADED HOLE. LOCATED pa MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM pa 18" O.0 BOTTOM OF SHUTTER FOR BLADES-..„ <_ B' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE pa 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 6.8 C 3 01 1\1 SHUTTER NOT APPLICABLE TO HR ACCORL3ION SFt kJ TER 1 -1/2" 1 MIN 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK__.__ AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. SECTION VARIES - NO LIMIT TYPICAL ELEVATION N T S TRACK PLAN VIEW BOTTOM TRACK EXISTING GLASS/ SILy T0 0 ' & BOTTOM 1 -1/2" MIN #12 x 1/2" GALVANIZED OR S S SMS, 3/16 "0 ALUM POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18' 0,C 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1' -0" FASTENER pn 18" 0 C (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) 2 "x2 "x 090" 6063 -T6 ALUM TUBE TYP � // 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP Z Vl N O _ V1 w H Q J Z Q F Q d O w w w tn u SIDE CLOSURE OPTIONS SCALE 3" = 1' -0" 1 -1/2" MIN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY DATE i PRODUCT _ 4NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - (�4�y I� v 0 V.J. KNEYE�IJE PEOFESSIO NG V EER FL Li •nsc No: PE '11 X 9 83 N i0 N 0 Q Q 44 a o olN�m e 12/08/981 Cr) s drawn py 1 AS NOTE) hICJ (design by 'checked byl draw no 1 0, 01 -855 { sheet 2 of 111 115 Ln N 0 0 _ _ 1245 -. W AL L HEADER (6.8 ONLY) SCALE HALF SIZE 588' .600' 0 0 0 rn 0 250` TYP. 2 874" 2.655" 1_ 500 " MAX 2.300" /Re / - 250" O BASE SILL 7.00" MAX. 9a ANGLE (HR ONLY) SCALE HALF SIZE SCALE: 3 " =1' -0" c(: (6.8 ONLY) CALE 3" = 1' - 0" VARIES 01- 855 -1.dwg 3 -29 -01 4:31:08 pm EST 400" 1.048" t 0. 068' - in m 3375" 068 - .095" 0 0 u 095'' 1 875"I 1875" 1125" o FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSITION. 15 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) SCALE HALF SIZE 068"x7 143"-i' 095 -s 1110' 44� ,3 195" " 1 1 \� 2 218" 3.444" 2 782" C I WALL HEADER SCALE' HALF SIZE 2 300' 2.195" 0 0 C), BASE TRACK SCALE HALF SIZE 10 MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE -\ 0' 6301' 3 610" 200" MIN. Er rn 0 U 1 143' 143 062' t -.095' 971" r+i 0' 200' 060' 372' 1523" .060" 30.225 ° -� 043"-;\ 1 994" 1200" . 1.100" n -190" -250" 125 -125 16 CENTER MATE 1 SCALE HALF SIZE 997" 1 ,x,143 1.250" 971" 14 3 O HEADER SCALE. HALF SIZE 143 08" 062 _ 1 k t-‘ 2.822 SCALE: HALF SIZE 258" 030R 258" 030R 1 '1' `..307' HR STARTER 11 6.8 STARTER SCALE: HALF SIZE 2.465" 2.289" 022" 069 1 625" 314" 325 4 596" 4 190" HR ID MARK 0618" 7a TYP. HR SLAT SCALE: HALF SIZE 4 603" 4.140" 1.054" TYP. 6.8 SLAT SCALE HALF SIZE 1 , 1.100" • 0 0 0 -200" 115' 0 m co 050" �.' BUILD OUT WALL HEADER (6.8 ONLY) •/ SCALE HALF SIZE a 'J 1100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 12 ROLLER ASSEMBLY SCALE: HALF SIZE 2.642" 2.40 2 216" 250 125' J 190' 125 = ,f 17 CENTER MATE 2 SCALE HALF SIZE 3 874" STAINLESS STEEL ASSEMBLY r` -3200 HOLE l i I 0 NII NYLON WHEEL X240" 062" 1630 " - 06 971" 1.250" 1200" NT 195 " HR ID MARK #10 -24 THUMB SCREW \- 0 s I 1.708" 1 825" 100" 4.596" 2. 298" 219" 0618' .. 8 ALT. HR SLAT SCALE HALF SIZE 4 510" 4.102" ,054" K 8 ALT. 6.8 SLAT SCALE: HALF SIZE 096" t- k Ln 062' 2" 200" 227" O u vi . • 1 4 0 01 Z • J f11 W u ,t/ 0 - - - --� -- - 750" 870" NT d OR US WITH 16 AND 17 ONLY 18 SLIDE ROD SCALE: HALF SIZE 13 BRASS PUSH LOCK SCALE: HALF SIZE 3750 NT GENERAL NOTES: 1. THESE ACCORDION SHUTTER SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, MIAMI -DADE COUNTY 1994 EDITION 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N , WITH A MINIMUM Fy OF 30.125 K S I. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE OR SLAT AS FOLLOWS: COASTAL SHUTTERS, INC. MIAMI FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S I , U.0 N. POP RIVETS SHALL BE 1/4 " OR 3/16 5052 ALUM. ALLOY. 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOP.IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201, 202, AND 203 8 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C) TEST REPORTS No 98 -050 & No. 00 -013. 9 TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10 FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS 11 THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS, U 0.N 13. THE HR ACCORDION SHUTTER SLAT HAS A BULGE 0 CENTER OF SLAT TO DISTINGUISH IT FROM THE 6.8 ACCORDION SHUTTER SLAT. -NYLON WASHER (NYLON BUSHING OPTIONAL) #14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "0 x 1/2" (al INTERIOR JOINT TOP 7/16 "0 x 1" pa INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 14 BUSHING ASSEMBLY DETAIL SCALE' HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLOR DA LD DATE�) ..��tBUI��2 r ING CODE o BY rlli7; �� .. PRODUCT ' •NTROL DIVISION BUILDING CODE COMPLIANCE ( OFFICE - 1(x ACCEPTANCE NO.O1 ( • I z Z w v < - U • t.n ce Q CO 0 � z w N w v+ Z Y o ( V.J PROM FL P mN 46 0 Nm`n" rnE tt l pp 4 cts n � \ m N 12/08/98 (dhe (scale rdrawn by l AS NOTED L des :gn by ' checked byl L vJL viK drawing no 01 -855 sheet 1 of 1111 WOOD PPLICATONS J1Ui 111!11ffi\n - - WOOD LAGS Mi1.d1 7 READ PEN5TRP.T;Oi i 1" 1,41NIMUM TREAD PENETi ,TION H V)M\MM11 !11 L. J' 11 ANCHOR TYPE BRASS WOOD BUSHING 1" M1N. PENETRATION WOOD LAGS VVOOD L GS 1" Mdl' 1d,UM TREAD PENETRJ-,TION WOOD LAGS 1" MINIMUM TREAD PENETRATION NOTES: 1/4" ELCO PANEL MATES 1 7/8' INN. THREAD PENETRATION 114" ELCO PANEL MATES 1 718" MIN. THREAD PENETRATION VERIDUS HEAD TYPES 114 MASONRY SCREWS 1 7/8" MIN THREAD PENETRATION 114.20 1/1 5115 3/8 7/15 114' 114 SPAN 58 SPAN 88" SPAN 155" SPAN 124' SPAN 58" SPAN 58 SPAN 10s SPAN 124` SPAN 58' SPAN 88" SPAN 105" SPAN 124 SPAN 55" SPAN 85" SPAN 105" SPAN 124 SPAN 5E" SPAN 85" SPAN 105 SPAN 124` SPAN fib" SPAN 114" 88 SPAN 105 SPAN 124' SPAN 58' SPAN SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DFTERMININ(_ ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED 70 FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE 1NTSALL INTO WOOD, CONCRETE CR MASONRY. UP TO 59 5 PSF CONNECTION TYPE A 8 C I D; E 1 11 8 4 11 11 9 4 4 6 7 8 3 3 4 3 15 13 8 13 13 14 11 13 13 12 6 8 9 1 0 4 3 5 4 15 13 10 13 13 15 13 7 13 13 14 7 6 9 10 12 4 5 6 4 15 13 11 13 13 16 13 9 13 13 16 8 7 11 12 13 5 6 6 .. 5 16 13 12 13 13 16 13 9 13 13 16 9 8 i2 13 1 5 5 7 7 6 13 5 13 13 16 13 8 13 'r3 12 6 5 8 9 10 4 3 5 ... .. 4 16 13 14 11 12 10 4 16 13 14 11 12 6 10 4 14 11 6 13 13 13 13 13 13 8 9 5 4 3 13 13 5 12 9 UP TO 71.5 PSF CONNECT/ON TYPE L- 9 C D 5 12 4 3 6 3 3 4 12 15 13 6 12 6 5 10 4 4 15 13 14 7 12 4 16 13 •9 13 16 14 a 13 15 13 12 10 I J L / 8 13 13 6 9 10 6 4 7 10 13 a 5 10 13 9 12 7 3 4 UP TO 61,5 PSI: CONNECTION TYPE 10 7 4 10 10 8 3 3 4 UP TO 91.4 PSF CONNECTION TYPE A. 1 I C ! D I E A. 13 13 16 13 13 16 12 12 14 5 a 6 13 13 6 13 13 7 9 4 4 12 9 E I C D 6 8 5 8 9 4 4 14 7 6 9 11 11 4 5 5 16 13 • ROBERT S. IV,ONSOUR, PE 8 7 • 11 13 4 6 • 5 4 APPROVED r`,5 COMPLYING \MTH THE SOUTH FLORIDA SUIDING CODE DATED 3 ZL 0 I BY r 4. PRODUCT CefROL D]ViSDN BUILD/'1G CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 OZ�5'_c1 r a.r• 0/O /98 9 7 n f• C / J? E / •D ANCHOR SPACIIvIG vs DESIGN PRESSURE AND CONNECTION TYPE 81.5 PSF 91.4 PSF POV CO'1CPE1E Bt. OG' PD' CC1.4.rE1r CO'nJ1.C11p,. CO 1vf-i CO''r LO:71liC1 11?•F AnlcHOP.. 1 l'F[ l', L C.G A L C I D C A G 1 C I 0 [ A G 1 C D [ A. B c D r !!— 1 1 .. ) 3` 16 • 13 8 13 13 16 13 9 13 13 1 6 : 12 6 13 13 16 12 7 13 13 1G 11 5 13 i3 16 11 6 13 13 16 9 B 16 8 7 15 7 _ L J 12 13 16 9 9 17 13 i 1 13 �G... +, ..16... 8 ..... . ..... ..... . 10 11 6 5 14 5 6 6 5 ........ . . ............ 5 4 , 5 .. 1J 4 ., 5 �. 5 4 11 4 4 5 4 GB Spars 2' ill' ,111 — _ J /4' ; [fiv[ ANCHOR 1 114" I,hI),I. II'hBIGIJ,I):1 s 16 6 6 8 7 1 16 6 7 8 7 . I .... ....... .,. ' . .. 14 r 5 7 5 14 5 6 7 6 13 5 4 6 5 :3 5 5 6 5 14 5 5 .. .. .... .... 3 4 4 . . 11 4 4 6B` S (ar, 2 ' 1 11 ' { .r a IJ , r; 106" span ._. ' ' _.. _ .r: r_:. ..:.:- . . :..... ... ..... .... _•.:...._. -- , ,: _:. r 1 _'i•: ^_:: .' _r..: _.•._. - _ 1 24 Spar, 2' PI 6B" Span s• 16 11 7 13 3 i 13 8 6 12 13 15 10 6 13 13 11 7 5 11 11 1 4 9 5 13 13 10 5 4 9 i 0 15 ' 7 7 10 12 11 5 5 7 9 13 5 5 9 0 D • 5 5 7 6 12 6 : 4 8 9 9 4 4 6 7 2 1 f� 1 110' 111 1 -- i � - 1/4 SLEEVED 1 3 /e" DRIVE ANCHOR wala. EWBED1 ✓EI 1 SF Span - 13 5 6 7 5 i 1D A -0 5 4 12 4 5 6 5 I 9 3 4 4 4 10 4 4 5 4 8 3 3 4 3 2" 1 114' � %i / / /r. % / /: / /i�'ii s:•�!'�.� % /%i / %r�i / /ii / >/• iii.:%: • / / % / % / /ii/ %i /- / i % /i %iir %i / %v .•_... '� ..; .:.. L - %•�ir:/ - JI ✓/ r > / / /�j • i / %!IJ _ - - _ - _ \ 1 1 ' 114' 2 f.1 1 315' ,44.0 HAMMER DRIVE EMBEDMENT 1,411.: EMBEDMENT 1 11 ` 124' Span ' ':.•.•: •"' :.'::_:•_ _' . 4 \ - ' 2' VARIOUS HEAD TYPES 6B" Span 3' 16 13 11 13 13 ; 15 10 7 13 13 16 1 3 9 13 13 i 14 9 5 13 13 16 13 7 13 13 12 B 4 11 12 16 11 10 13 13 1 14 7 6 9 11 16 1(i 8 13 13 j 12 6 5 8 9 16 9 7 12 13 1 11 5 4 7 B 2' 1 114_ 55 Span 16 8 9 10 9 i 12 4 5 6 5 16 7 7 9 B H 10 4 4 5 4 16 6 6 16 •• 6 ,,- 8 B 6 i 1 3 5 5 3 16 5 5 7 5 9 3 4 4 3 }.,\ j'),1 ;070:>-1'-W). 2 ' tl�� : { \j�r,.t�ill�;ilt,'fj1.,_i�>,� '_) �--� :� [W.00 ' c N nY SCREW L IJiA_D _ MBE 1 1/2 MIN. E1„5E DME 1 11L - 105" Span ......... ..._._ .., .. --' • • is ^i::v: .�: }� = :_ ?::: -:�_: ^/JCSiJt // /rr/i /r>� / <J.v. r.rr./ // /r "i.i- - v.r •-- JV>i_iir ?r Ji i'r7i! %:i %7( - . -•:_,: r .. ... _... ..._...... ._ :::::e::: •.e:.: :-•.-:.c: .ercv -__ - _ - •. ::: '" L - =:':. ";:,r r.:aii: =.• ^'' - - __ - - Jr. ---" _..- <::::•r.:::•rt -::_.: .a.; - -':: •:. :- oaf_:.- i'--.�'.v: , _ ..i .c!.;;: i_: :� ^:: .;:: ^' - \ � , Jrrri ze y.J %JJ✓://J,r Jrr, ?>rrJJ/NJii�TiTi:. %7rYr i, % ?T�Nai t'J %iiii ✓_i�7, �bil77i� fir_;- ?:f.._ .._. . :-rx\:'i= �r "• = -:r re_x_c. - . -:: -_ .. -.: ..:.. - - - _ . J ' - ..r..- ...__- !'= �':r:.'_ :d _ = = - - 2" 1 714' 14 S 2 -... .__._.._.__....... _.... ._. .,.e. _.....: ,._......_,. ,. ;.;,:: .;° %1;c rac c.:G ._:. .:.. •:\ ._._..._...._ -. � :. -.: •_ i:r ...••J''_. -.r .i:.:. ;L:,c ::: L -.- :,,, , "� n> ' >:.v:,7 �J _._. J1 13 13 ; 15 13 13 1 14 13 13 1 12 __.. -__.. _, _..,._._. \ < -_r= � .._. .,. - --._. -. ... _ _`i.` -i_: er rt:•n_'•r :'•_�r n :, ,•.!.:,.,:c, '.Y�,. _— c _ _ -- -- - " :� F - - ....,__ , :L -•s 1 ,60 , � : : Y. V ._. -- .�_.. ^•z::J:::es `: r S: 1'f��'J l.'� -_ r ,......:r.,•r — _..� _ _ _ _..- __.- _ ..,. _ r -Yi; ^.:,i�''6 r: rrr.: 2 � \�::� -: > ��Y _..- _... -:.:� 111 16 13 12 16 13 10 16 13 8 1D 7 9 6 B 5 13 13 13 13 11 12 16 13 11 13 13 16 12 9 13 13 1 16 11 7 13 13 1 14 7 6 , 9 11 12 6 5 : 8 9 11 5 4 : 7 B 6B' Span 3' 2.5' — 2 BE Span 3 ' 16 9 9 13 11 1 12 4 5 6 5 16 8 8 11 9 ! 11 4 4 5 4 16 B 6 1D B i 9 4 4 5 4 16 7 8 1D 7 1 16 7 7 9 6 16 fi 5 8 6 11 3 5: 5 3 9 3 4 : 4 3 8 3 3 : 4 3 U4 x 716" , 112' DIA. MACHINE SCREW ANCHOR .� I fIJI_fDls,E1Ji SIB• MIN. 2.5" ..•.. Span 1 v� S J - -_,Y • : •3' :• _:r .... .. ......_ a:: _iii: ?F' - n' < J:r.- =` ;• _ :a._ ?F: _,...... .. ...._.__ , ':::nr..._.:-:•.v:_ ___. \:• -_- _^•_.:= ,-�.f_'c;_ _ -,. .. -_: .._ � _: _ - —_ ., _., _ .. _ _ . -, ' - \;, r� __ ^_- :.,_..:_:r_ .::- :\- .:J:c: c:: _. ._r: ::. .... -.;_;:..__,... =-''Z L :..: J •, •rr i C ^ _�.�_`:. • r:• � r v.J! .... r,,... L._. ✓ Jx_r. ^.;,..:cr.fr:.::= - ,__.._. ... -. - cs:ac:r:..' r , L y w _._ _, , _.. _� -.. i ?,:'c ncL-: •a V Vifj: S,ai}_'+ .t, - _� . �..m ?..c::c,I:,..- ^:r_•L. �_. i : :r .mot- .a:vcc� •i x \:_:,. r _ l ._: . :�_ �cruc. \ . = r C i \C� <C�il}4 ,-... LN_ . . � G LClC JT y J7. �-' r )fT i r _ {c:.:,:z.�__ ,,�:.,:.. r =7- : -- . ?1 _R r;i: :n _� :x.!n .,_. k r ^ ., t r., - :..�: __ r„xi.E� S \\ <. � c\'i� = 'T a,_ .,! r_17.P`• -, -_:f G 1 • -�^ - .:.,T.:�. ?' \'_ -- _ 'TG ^rj.J'J:+>�'�!ry r_ox �L � - - r5 �'s.ITM . .xr.: - r. 3a' >_, � i <ri r rr t..__ C._ :x ^.. _ : � .r. --= __ _ _ -� : _ <.5 .."1:`` at�. _ <�a \ \, \ \� >\\ \\�.• - n��a� \cn> .`,`\��< <n�<iti�'S.' cvIs. \ \\ j d ZCSC�i' lr . .. ... ; � . ii 'r r. : =: ,... \ _J I rJrLs: r,: ) - I /' i -,- , •: ::: .',. :.: ....:.::. ._...a•::. ".::::::•: ^_..... .- ._._�..,i_, '- _.�- `____..-:vc ^..{ .,... .J' -r. ,:.J. ---- � ....;...:,.•,...... - :.:: cr.J ^ ., -" %. ^9::.:.` ^_:S:Z =tM cl. :c',_rn`^ 9cii:iiF ^ii� ° ':L -- i,.c:{ :vs�:J:-.: :: 5rr- _' -ii e:(' : _na. c:::mc.c:.:.% ... .,,,•x,,_ . c: �i:,.... - ^ r_.a'•; ^ - :r,,......._ �CCC\� �L, _ _ _ _ . -- ... ,• - -. • - ._ <\ ,� \ \ <e ,.a <S.i v\\i \��>�c\\wsv li'> �\\\wx\�.i\� \\'\ �\i •.r \\ > \ ,... - �` +� .� l • ` 3:� q - _pan 2._ .._.... -. ,....._: • _ fS':i•; -!: .. ! : r!- r � -= ........ -.. zcd :1._:: ;:,:• : +r:: -. - ._ - - .._.. _ ...:: _ . t- j .'cL::• . :' i�r.. 9 �s ^ . i 1.__. ,,, !_.t l.... f •i.::��::i '::: J . ,, „.= : J. ', -: :::::: ;r. ;-r_ °::.:.:;•t.t:. rrr •. -r,. , .._.q ?4.'•i;er.u.e.. •rr; - - '. =. _ • ,�, _ ... .+-.+. .- ..,;,.. - :r t1 .. . .. e= r:�:^i.^ vlr r- _ .y. n � r . n a- •. '; ,.. 7 ._ . _. • :.,::. ,......_ r %� --: ,•: - , :a _ Jam: ::: ^.•.. ......___ .. _:_ r, ra.:::.... ..: - , J•'r.:s _' > -: • -- ., n a ° a . . ... - r .. °i� •.: . '�` 2 L 1 ROBERT S. MONSOUR, PE NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. J //'Jl,sL',4 E/vIB[DI,,CI:)T Ah)D CD(/ Dl TAX:( C':(.LLJ[)[ D77JCC0 AND/01-,' IYAL liNIShCE. SHADCD AF'CAS RCFF•CSCIJT AI,TCI;Q/;' CONDITIONS 7l'1T ARC /,)O7 ACC[1:'74BL E IT SI - IALL EC THC RCSF'ONSI5'1Llii' Cr iNC COh)7FAC7CR 70 VERIFY 7 K SOU!'Of'ICSS nF THE S 70 I';ITH TAI:IIi Th ITIC,W4 L 7 5 , C CD 1 LOADS ARID lldS /,JPL PROPER 41071- J;r•1GL. ` c ' 7! ?' cr //YTS L Il:'iC I;'LiGD. COAJCi iC OR l ✓f _+l-1 . i'. APPROVED AS COMPLYING 1MTH THE SOUTH FLORIDA BUILDING CODE DATE $ 3 ZZ2 aDO BY !WL.vi / J G/` PRODUCT 1 RDL DIVIS10N BUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO.O - 0 2 - 0 3 - Of ■ 0 ;/; o/c., Y SHOWN 05 n 00; r ,41 r. SS t� F S£P /JRE / RSL 0 r LI 1 ANCHOR SPACING vs DESlGIv1 PRESSURE AND COIv11vIEC TYPE 59.6 PSF 71.5 FSF pDU%I[DCD: +cPrlf CO1dCP1L [ BLOC+! POur f1r Co EtOC+' Col � co,,,,[c':,o,:1,'ri CO:r;iCl CUN+ :1' ANCHOR TY1 I PAh I.D. A 1 6 C I D I A B C D 1 I A. i 8 C _ D I A 5 C D I = 16 13 11 13 • 13 16 13 5 . 13 13 16 13 / 13 13 16 13 13 13 13 16 13 1D 13 1 16 13 8 13 13 16 16 i6 13 1 13 8 8 7 _ • • 9 13 13 16 13 7 13 3 16 .,... 6 13 13 1C 13 11 9 7 13 13 13 13 13 13 G8' Sp : 7' 1 1'' —J .1 1 114- J 114' S1If vi LIdCI'tOfi 1 114 w,u•,. r 1, %eI r�,J�I w1 Ee Sr, .n 3 ' _ 16 13 8 13 : 13 1 16 13 10 13 1=, 15 13 7 13 13 1 116 13 6 13 13 .... 16 / 2 5 I ., 13 16 1 .: 6 13 13 16 16 15 _ 7 12 13 16 9 6 10 12 , 15 L . 9 I D 15 7 L' 7 5 17 13 11 12 9 1 1 2' ''. 10:" Spar. -- 16 5 7 17 13 6 5 ' 17 13 15 p • 5 11 : 12 16 8 7 11 12 15 7 5 10 11 16 7 5 10 11 15 S 6 1 6 15 5 7 .. 1 . : . ,... E. 6 5 14 .5 6 12 -+ 4 6 5 12 4 4 / 6 6 6 5 2' 1 114_ 5 124^ Sp:,n 15 5 6 7 6 i5 5 7 7 6 14 5 5 6 5 14 5 6 6 5 1: 4 4 6 5 12 4 4 5 5 :::- =',•1: 16 13 8 13 16 1;i 7 13 15 13 6 13 a 2 1 1/4" Eb" Span - 16 13 1 6 13 16 13 10 13 13 16 13 6 13 13 13 7 13 13 13 6 13 13 1a 114 13 7 13 13 13 1 13 13 6 13 13 13 j 12 12 5 12 12 2 7 13 13 15 6 13 13 14 r 11//4- j ' 1I, J J 114" SLEE�'ID DRIVE ANCHOR i 3.5 MIN, E JBEDIJIl4T EB S 13 8 i3 13 1 10 6 13 13 16 12 6 13 13 1 12 9 5 12 12 14 11 5 13 13 i 11 8 4 11 11 , 5 1 7 6 10 11 i 1 i 5 5 7 8 13 6 5 9 1 . 0 .. i 1D 5 4 6 7 12 6 4 8 9 i 9 4 4 6 6 2 1 114 Il 1 i05 Span S 1 s 7 6 1 0 1 1 ' j 1 1 5 5 7 8 13 6 5 9 10 i 10 5 4 7 7 12 5 4 B 9 ''. 9 4 4 5 7 1 3 4... 6 5 ' 5 . 1. 9 .. 3. 4 ....4 11 4 4 5 4 1 8 3 4 10 4 4 5 4 7 3 3 ... 4 3 - 2' 1J< ZAfJ,AC Y.klddJ.IR DRIVE ' 1/ 4 3 1 Sib MiW. IMEE D M IJT 124" Span - '" 13 4 5 6 5 :, 9 3 4 4 3 11 4 4 5 4 8 3 4 4 3 i0 4 4 5 4 . f 7 3 3 4 3 13 13 10 13 8 13 .. 1::...:... 13 ; 16 ' 13 . :., 7 6 5 • _ ... ......_ 2 1 11 VARIOUS HEAD TYPES Ea Span 3 15 13 13 13 13 ? 16 13 9 13 13 15 13 12 13 13 16 13 7 i3 13 16 13 10 13 13 ; 16 13 6 13 13 16 13 16 13 16 13 13 13 13 13 12 13 2 13 1 15 13 13 1 14 13 11/4' BF Span = 16 13 12 13 13 1 16 12 7 13 13 15 13 10 13 13 1 14 11 6 13 13 16 13 8 13 13 1 13 10 5 13 13 16 11 ' 10 13 13 i 13 6 5 9 10 15 10 8 13 13 1 12 6 5 8 9 16 9 7 12 13 i 11 5 4 7 8 gi t -\-, X11)\;, ;\ U—'., � %1�1',' 2 s aF_:` _lVi\A11.,_1\ 1 -1 ✓ N'' I1 r 1 � t} �VAI:i } 1 114 .. „'' iD5 Sian 16 11 10 13 13 13 6 6 9 10 16 10 B 13 13 i 12 6 5 B 9 16 9 7 12 13 11 5 4 7 8 15 7 8 9 7! 11 4 5 5 4 . 1 . 6 7 B 6 j 10 4 4 5 4 16 6 5 7 6 1 9 3 3 4 2 1 1 J4 114 1 rASONRY SCREWS - J^ MSENT 1 1,2 MIN . {MBE 124" Span ' 16 7 8 9 7 1 11 5 5 16 6 7 8 6 i 10 4 4 5 15 5 6 7 5 9 3 3 4 3 %q? r: 'raC iS " ` ... ::•S - _ — .,, Z 1a;:-:c- ',.. -:: ch'�ti��ia?: r`'Ka-- ::ac:• ......_. ='- 1 114 16 13 13 13 13 ) 16 13 9 13 13 16 13 13 13 13 16 13 8 13 13 16 13 11 13 13 16 13 6 13 13 16 13 13 13 13 ' 15 13 8 13 13 16 13 11 13 13 , 16 13 6 13 13 16 13 9 13 13 . 14 13 5 13 13 58'• Span 2.6 2 Eo Span 3 16 13 16 13 13 13 11 13 8 13 13 ! 16 12 7 13 13 11 6 13 13 10 5 13 13 16 13 11 13 13 1 13 6 6 9 10 16 12 9 13 13 i 12 6 5 6 9 16 11 7 13 13 1 11 5 4 7 8 114'20 x 7.Ir , 112 D'A. MACHINE SCREW ANCHOR 718 - M. EI✓,SEDMENT 2.5 13 14 13 13 2 16 13 1o5" Span 2 ' 1 16 13 11 13 13 ! 13 6 6 12 9 13 13 12 6 5 11 7 13 13 1 11 5 4 - 9 10 16 8 9 11 7 10 6 9 9 11 4 8 1 10 4 5 5 4 5 4 3 4 3 2.5^ 16 16 8 9 7 £ 16 8 16 2 7 9 3 12 Span 16 8 _ 11 16 8 7 10 16 7 6 9 9 1 11 4 4 3 5 5 4 5 4 3 \C�� :.. :. ��i��:. � .� � � �t�.: ��1�1 2 5 8 7 10 9 ' , 1 ...__,_ :_ .. •.:... F... ..:.:.. I ,... r ...r ..`.:.� ) -.. ' - -� 2 3 ` 4 1 1 / / C 1! — ry)(' ROBE F T S. MONSfI17R PT: NO 1 ES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DE 1 ERMItJJNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 1. ),0v1/ / /U/,! [1v15[[il: /[Idi 41,10 CDCC D/;7,41,+CC (:'CLUCKS S7UCCO ul /7),: ' FINI,SHC5 27 A/7A5 R[.-•F.'C.; ,1NC/ -l01 "' C01j /0113 THAT h <ICCCP7ADf I i SHALL SC 7HC RC SPOI\ +_ IE'IL ITY pF THE C0/'7RACT0R 70 1/EP/FY ThC SCUIUDI ; OF 7 h 5 TO WITH S7,41,'D 7)C /.IDDITJ0!,I4L LOADS AND IN.'S UP[ FPOF R AI\ ShU7TCF SYjT[1,,; PA 5[ l/di r'ILL IA'TO COn+CRE OR /.uSO/: +L APPROVED AS COMPLYiN'G WITH THE SOUTH FLORIDA BUILDING CODE DATED 5/2Z Z • 1 1• C ` � BY PRODUCT TROL DiV1SON BUlLD1NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 I'QZ� S ' FJ ) , / /1 -7 7 - ', / 4 -- ;; ' SLF /1RE SHG 9500 vcr, D£S 1014 PPCSSUP( PANEL SPA.IV 44.40 724 " 47.81 721 51 .23 779 58.06 7 72" 657.47 109" 66.85 7 04" 71.46 100" 75.30 95" 87.45 88" 86.83 82" 97.44 78" PA1l[L Jr/Ch/7 0. —goo., 50 - - 1 ?, WALL MOUIIT 2 5/8" 5 ) /J , INSIDE Iv'OUN1 2 5 /8 J )/2 BUILD OUT , /8" 5 1/2" PAt, L s�'ElCH7 0 - - 1c'.;' )().1--- 12 1 .. I i / A LL MOUNT 2„ 2 14 INSIDE MOIUl1T 2" ) /4 GUILD 007 2" 2 7/4 IE /V5T/7 TECH STORM PANEL l.Ms( 55 INSTALLED WITH OR (h // TI CUT THE )17I/01\ Sr A05 STRAP. REFER 70 PANEL DEFLECT/ON CHARTS. :3 11 ♦ 24 33a. STEEL 7 c FRONT VIEW 5105 1/ /E1 "✓ 3 8 124" l,!fiX, PA I HCICh'T 110 PANEL S TP, P IS PCOUIRCD /iJ1'11MUl4 DISTAI'IC[ BCTW'CE11 CLASS A'ID PAI HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH 14'1 /,'CNUT r 3/2"' (7 11 1 72 1/2" O.C. 7/8 X 5/ FLAT ALUI4! /'UL BAR SIDE VIEW VJEW DETAIL PANEL DEFLECTION CHART WITHOUT HORIZONTAL. STRAP MAXIMUM, GAP BETWEEN PANEL AND HEADER 15 1/4 (7YP. ) DERAIL "F" 3 8 f NCO — 1 3/4' DIA. FASTENER N,UST BE IN NORROW PORTION OF KEY HOLE, IT N07 A KEY HOLE WASHER Sl -'0UL0 BE USED MOUNTIA'C HOLE MAY ALSO BE A 9/15" 01.4. CIRCLE DETAIL "0' 3 /4'DJA. 3 11 8 DETAIL 15 ON 51 -1 5 DETAIL 3.4" & 5 ON 5H557 2 31 / DE7AJL 15 ON SHEET 5 WALL MOUNT ANCHORING PANEL TOP & 5077014 NO NOR. OR SILL 3/ 4'1))A. .)25 i Y.jCK KEY HOLE WASHER, PANELS MAY PUN CONTINUOUS BY WIDTH V7 24 GAUGE X19L�i I9PAC1" STEEL STORM PANEL ///// - / DETAIL 3.4, & 8 01 / SHEET 2 ANCHORING RANT( 70P d 807701.■ WITH STUDDED HDR/SILL L FR V5'/ 510E V)EV/ HEADER A1 SILL TYPE / ✓AY VARY, OCPCI,'DJI;kC ON APPLIC•T10N DCTAIL 1 ON SHEET 2 DETA)L 75 ON SHEET 5 GLASS - -._ //// S)LL DETAILS 5, AND 5 ON SHEET 2 V'ALL MOUNT WALL MOUNT WITH HDR. AND SILL 124' 1 /4)'. PANEL N[ICHT 0/:'[ PAI,'C/ S 7PAc L 0(4 75 0 A'JDSPAI." PANEL L DEFLECTION CHART WITH HORIZONTAL STRAP 1? "iIlUI/ DISTANCE BETWEEN CLASS AND FA1'JEL DETAILS 5, 7,9, 10 AND 1 1 ON SHEET 2 GLASS TYPICAL SECT /ON VIEWS HEADER DETAILS 5,7,9,10 AND 1 7 ON SHEET 2 BUILD OUT 05TAIL 2 011 SHEET 2 DETAIL 15 ON SHEET .5 \ ♦�i >zTADEF ♦ ///// � SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HOP„ AND SILL W.7H HDR. 4110 SILL APPROVED AS CON,P YIN( THE. SOU T N FLORIDA BUILDING CODE DATE I 22 2- C) BY PRODUCT C.r' OL DTJ1510N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 010S 'U1 u 7- / 5 W0 U n z � 4 rrJ u L) W in • Or n c - L OCR PL 1, AI T - 0R £, S'L (7P M „0, =,�Y o I1ON TYPE "A'' L ED. DCr[C7ION C /ASS ..f 1-ANLL TION 'YPE ' `\ 1 � 1 PL UG W17H BRASS WOOD BUSHING OR 5/LL 10170 WOOD - L5/4 MIN, 1 )/4 MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE THRU WINDOW DFTAJL 1° �Y NOTE:* HEADER or Sill No E: TI-1[ ),!L TAL 7 0C S7QR!,! PANE IJA' BC IA'S7AL 11V17HQUT 7H'I USC or ATE' C xlouD£0 HEADER OF SILL. 71-.'C ;HUT 7£R I,!AY GC A.l''CHO/,£D 011;1071 y TD 7H£ STRUCTURE 1 "17H 71 -;C 1).50 0r DN[ OR 0 CO' or 0£70)1 73 WOOD COUNTER 1 1/4" MAX THICKNESS COUNTER MAY BE MADE Or OTHER MATER /A.L E. D. / l _ Eon 9� 1- STORM PANEL 3/8" THP,UBOLTS 9 1/2" D.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 4- 1 7/4" MAXIMUM SEE ANCHOR SCHEDULE CONNECTION TYPE "C" SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12 " a 1 1407E: ;/4° ) 0/7[ 5017£1/ 617 74 I. vOTH IYASI -'L RED IYINCI,'Ui HIE ADC R OR SILL WOOD. CoNc [7£ E' D CONNECTION TYPE "A" 110 _ O DTE `Jk NOTE_ E D� R[r[ 70 DE; £C71cu CHAP7 CONTINUOUS BLOCKING l9 7/4 ANGLE CUSS Wa TA. Li i r )i. ,,•,. 5•701:,),/ F01,1(1 CONNECTION TYPE "A" 1 1/1 .. PA1."EL MO7E 114')7H PLACHHNIE SCREW HEAD 107H 1 4— %0 SIDEWALK BOLT HEADER OR S IL L w00D. C0n'CR,[70 DR /44SO!\1RY DETAIL 17 O 10 or jj HEADER or SILL or HEADER or SILL SCREWED OP BOLTED TOGETHER 11.7TH 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1/4 -20 MASH; NE SCRc I4' ANCHOR WITH SIDEWALK BOLT OR 1/4" w.A50NRY SCREW 4' 0. 0. 3" R'iN. EDGE DIS7AN0E POURED 0011 ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 pP 'I,.1A.501v'F> :0 5710 0503 o - o r[r[R 70 00 [0710/ C H.R7 ED - - NOTt]7k 5EE ANCHOR SCHEDLLE CONNECTION TYPE "C" DETAIL 18 NOTE:* PANE' 5,1 CU 1070 D 11'//l(.1dU7 HEADER or SILL ®Op ST0000 1`. ETA L1LC)4. ,ac 570"1.' PA/J[L NOTE:* CDN1LCTICN TYPE "A" / o. t4OTE * OO OR J / COIp TYPE "A" Pl? 5 i UCCO 1NSTP_LATION DETAIL 14 i E D.• , a i, NOTE:* DETAIL 19 SEE ANC OR SCHEDULE CONNECTION TYPE "A" AN0 WHEN ANCHORING TO 14 Th'E WOOD /JUST BE A Aximmum 2 X 4 (OVAL TO /2 SOUTHERN PINE VVITH 0.55 SPECIFIC G8AUILY AND STRUCTURALLY PART OF 7H'E FRA/ / /R'G STRUCTURE OR SUCUPELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING VOTH THE SOUTH FLORIDA BUILDING CODE DATE D a 2 - OO 1 BY 11 PRODUCT CNTROL DIVISION 3U1LDING CODE COMPLIANCE OFFICE r' -,. I. •,r, ! HEADER or SILL IT SHALL BE THE RESPONSIBILITY OF Th'E CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUT TER SYSTEM MAY 50 INT5Ai L INTO WOOD, CONCRETE, MASONRY 1 /IC /9 SH �3 NOTE:* E D, E.D. NOTE �L f AJ SLi-EUVLL CONNECTION TYPE "D" E.D. DETAIL 1 NOd�7�C , OBS TRUC7101y A. .SCE k/,:,,rl( Sr :KEDULr CONNECTION TYPE 'B" 500 �� 1 +LAp[R or SJL 1 /,; - 70 7HT U COL 7 CO W/ LOCK N07 ; • • 0 0 E0 DETAIL 5 SEE ARC!=0R SCHEDULE 500 CONNECTION TYPE "B" unm ;eta: Ir— DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12" D.C X TULL STORM P4 EL (n P•) OR ® ANC:LE MAY VARY CORNER PAN J `.J ® @ OR f'EADER G r SILL [1 AI,'GE mAY BE F'(I /I PS[1) OF OTHER HEADER or SILL REFER TO THAT APPL'CAT10N FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH x"64 RIVETS OR 15 TECK SCREWS 12 O.C. RE7uFN ahN ANGLE. 7U8E DP 1s ?OD MUST BE USED ON ALL BUJLD OJT CONDITIONS TO CLOSE OFF END; SPECIAL PANEL C0ii''f +GU.''AT/0' G!AY BE NEEDED FOP TRAPPED WIDTHS. PANELS MAY BE A00ED 70 1l'JTH A //AX/MU1✓. ADO -ON OF 5 FASTENED TO PANEL BY T7-'E uSC OF }'54 POP RIVETS 3/16" TUBULAR RIVETS OR 10 -24 TY„RU BOLTS 16" ac. RF7(.1RN PAN VARIOUS SIZES 1/8 X 1 1/2 FLAT BAP - SILL STUDDED MYTH M' JJ B 1 . H 0 SL ANCHOR 5CI E CONNECT-10N TYPE "C" 1 ?CALCR or S IL L DETAIL 2 C J; E.D. NOTE:* • 1 1 c sLOrrr0 MOUNTING HOLE WY EE USED /J1 cEN EP Y or PANEL. 7YP. TOP ALL SPEC 4L PA✓,' APPl1CATlDA'S. PLAN VIEWS C 0J:' TIJ 1UOUS 1 ^ ADLP. Cr 5 c EC u ll,' L , - 1,1/ SCE AI.ICHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 NDTE_* 7 5/8 MAX. 7t5 PSF MAXIMUM EO • MAXIMUM PANEL HEIGHT 95 DETAIL 10 NOIL-L: jc IG HEADER On, 70P J SILL ON 59770M EC FLOOR PLUG AND 1MACN/NE SCREW ANC.XOR 12 0.C. 1/4 - 20 Y .3 /z K','uRLED STUDS IYii, M'AS ^' P ✓ f'FANGvUT5 (TrP.) OR ;/4 -20 R7✓ETNUT WMM-1 1/ -20 FLOOR PLUG JNSIDE CLOSER. PAN ASSEMBLY/ j \ SEE AN(H'OR SCHCDVf f CONNECTION TYPE "A" DETAIL 3 Ff1'EF S( DJFf(710'' SC OCK7'.'G J �OF ; 9 s/1C, ANGLE BOLTED 7OCETHEP Vi'!7H ;/ -20 T /-?PU BOL7 w/ LOCK NUT 6 0.C. USED AS HEADER OR SILL H 'f A.DER or SILL 1.!: Y 50 INSTAL IN FCV c PSC D;.'CC'J01. A5 1N DETA/L 6 COn'TJ/'VOUS EtC•CKm'G 1 , ;De 7 . 3/36 ANGLE BOL TE0 TOGETHEi- WITH 3/4 -20 TH'RU BOLT w/ LOG':' M./7 6 D.C. USED AS HEADER OR SILL cONTINJOU= BLOCX.M'G —0 OR l9 3/16 ANGLE 7 / -20 55 S. LINE SCREW AA'CHOF WITH SIDEWALK BOLT OR 7/4" MASONRY SCREW 3'• 0.C. 31 MIN. EDGE DISTANCE �! PQURED CONCRETE ONLY OPTIONAL USE Or 1 / °' FOR PURPOSE Of EXTEND/IJG HALL J � G ■ (AZ \ 1;AX1!✓Uh4 GAP BETWEEN 57801✓, PANEL AND D.L.O. S.'-ALL NOT EXCEED 7/4" AS VIEWED FR01,/ FRONT V1E1a' 1/4 -20 504 — ` — r -- r; LDL✓."UT CLOSrP PAN HAI: DLE (per !' 6' -E FAQL, P I N ONE EAC SIDE \ IJ� � � - \ S \ A L NO AT EC 7701✓ 1 .... - -1 E.D. 1 '(lI j ,L z2 FF) (i/ 1 j En I i ' \_-7 1) C CIi P HE R HE ADE ILL o , S N CT * ' l':, '-' Fir ER 70 THAI A,P FOR \). j Pr'. OVER co 1:v,' ,, i 1(,i1 ' n'P[ — CONTI7 I r00D EL OCK1I.'G VARIOUS 5/205 DETAIL 7 \ . 1— : CC ANCH0, SCHC£i {/l C CONNECTION TYPE "C" DETAIL 4 / SEE A. "C7t:'r SCHZDUI.' CONNECTION TYPE "A" NOTE: 2 Hi ADEP n, Sit; s NOTE:* C : 1 57OPM PANEL NEL l ROBERT S. MONSOUR, PE �L1PZt�41 I,k1PACi STORM PANEL HOR12 ll DETAIL 11 / WHEN ANCHORING 70 ti'000, THE WOOD MUST BE A MINIMUM 2 X 4 (OVAL 70 12 SOUTHERN PINE MTh' 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 02 SUCUREL Y ATTACHED TO FRAMING STRUCTURE 17 TRUCTURE 17 SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR 7O VERIFY THE SOUNDNESS OF THE STRUCTURE TO 14'ITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY EE 1NTSALL INTO WOOD, CONCRETE. M ..SOt3 Y 1f0 00 E. D. j SrE An'C -0? 30 - /EDU,C 1:•,:.'D�Ir nc r, 7 c ,`,i jro CONNECTION TYPE "D" 0c;,a146 �f OP 0 COA'7 11 EL OCKINC APPROVED AS COMPLYING 1'tiTH THE SOUTH FLORIDA BUILDING CODE DATE B YE PRODUCT 'TROL D;ViS)ON BUILDING CODE COMPLIANCE OFFRCP II Ift I 1 1 R 19 COA'7INUOUS BLOCKING 1 /4 -20 A' S%4 KNURLED STUDS WITH 1 aASHERED WJi/GNLiTS 12 1/2" 0.0 AIRY. 6E MOUNTED VERF,CALLY Or f'OP10O7 7AL L Y i illl 11 £ 1 , 1)CA1 11 014L 147107 FL F { 701', 5(0 ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 BOLTED TO ETH' R. 7'77H 7. 4 -20 TKPLJ BOLT n/ LOCK NUT 12' O.C. (n'F 57' SEP / .JP6 / PSI./ ./, C5 t 7 PAN .050 MINA. C7 3 • J 7 0 J) >?S/3E' ). MOUNTING HOLES 72 7/2 0.C. CROSS SEC /ONs /U 020 ✓1 l 112' K1 VARIOUS TYPOS OF T- TRACK N07 S)- '01 /N P[ T URN C4 .050 MIN SPECIAL NET PANEL SECTION 1' 1 3/32' 3 7/32° 3 1/32' 3 7/32' 1 3/32' 7/8' P 3 / G' 21 7D / •I VARIES BLOCKING J (25 VAE' 1CS .?' I•h ?'. .050 / ✓1N. 115' .020 CJ L2H ) /5 4Gio, 1 O 4 2' L.5H 7/5" 111N. j 2 7/4" L5H 2' CJ 4/1 STUDS 3/E" ( PP ) 3 MAY 6E 1 741LE0 r AIL APPLICiTIQNS ANGLES 57000E II 111 REVERSE DIRECT /ON INCLUDES STUOG[D 7 ; SH0 =i7 ER 1E0 0•NL >' TYPICAL i %y\ 1 /E' .75.'.L_____:,- r 1/4 -2n X 5/4 15 -8 STAI :53S STEEL KNURLED 57UD.S 72 1/2' OC. ALTER 70 APPL,i.4710A'S Oh' SHEETS 2 2: f15 - Q2 /10UA'Tll.'G N0 S 100.47E0 ON EITHER HORIZONTAL 02 1/520041 1(0. 0 0 STUDDED ANGLE DETAi S Vi/7 _ 1- C C ''.. C 017 /3/, l''5 L !./ C C 7 )' SCU7F' 5/ O%'.D/ 510500.( 000/ . . A %%C. 725 0,.,' 7 7L5 -c 1 C E` 1 G 1\1 C. l=' / T E R 1/\ 151'/1'5 L 0455 PER CP.P7[N ° �[ 5' � Cr ; F c , . s .�C-[ c='L cuL 1.v N; 1 .'UST E'[ P[ RFORA![J E'EP A5C[ 55 MmvMU / DCSIG / Lr' 50,5 61)1/011 AND 011''(15 S7.1 (1C 'UF[5 .. G E /JE 1V 07 E C ( !L UA /IA'(//✓ [ >.'7rt'US!C'I•'S 75, 6'£ 1/ 1 ti >' 6003- 76 5/7 £0U'L 570P/.( PANE /S ShOLL E5. 24 G4UGC STEEL, 57 /./ /655 50 65'/05 t A/ln' r�, _ Ll 1/ 11TH . 05 7" 1,,01J / 5 )'./ A..n/IA..UA/ ;,;� /( lI„ 1)I ✓, 7HLCl'. IJC55 1 DLF' C04750 , 11)� ,6 1:'01r1/,!61 ,'"IDYL' Or �[... 71.. 5,7 05/ PAN. L 5 /('77[2 L / />' CY I) .R7 (5P '�' L '. 1/J /.5(5 554./0(5 70 71-'[ 6'5 74//55 SP'E[!i P , , . 4 7 1Q1: 1-'525 11,', PAI:'CLS A!A>' BE /'OTC/ - 'EE , OF' A / :F'[D 70 ACC0 AN ('[ 1 U ./:'CHOP /.CC 05 7N[ 557.577(2 SYS7E /, 70 50/'(7 5/5 1, /4555 cl - .BALL (.0i12/07 Or T H5 5541 500/'5 OR EQU /4 I11/7H /d1/'h/245/1 1/1711,./47E (0,60 1/4! 1)[5 7/4 " 544. PAM. L 0K /EOL 7 A /.'C5'012 ( 5(5n/50 0,?/05 A /:'C/- /0/7., ) 7( /L5 1 i50 - MI/ V. cH5AR 252 / I 0 - 1 1/� " /,. /l.. to /550. Inr CCiI•'CPC7C >,••• 1, /l/ ✓. 75/ 1200 - A/1 /1. S/ - 1 5 447 1270 - ) 1/E 1. ✓. IN 1/4551.147,' / = - 12=11/) C. - /AI ANC HC7P ( 1.!1+ SCR[14' A / ) 11//7/ 1/4 E0L I. f : A!1N 755514E ),570 - 1,!/5, 5h'[,4R )750 - 7/5 A( /N. (2/5[ - D. l/, CiN,'L.F[T[ !,/l1!. 7(55/45 550 - 14/).' SNE0R 7 je0 - 7 /5 / /N C1 , 1550. 1/' I ✓./-SC,NP 2/4 -. PEPA.IA - SEAL 747251; BY PAWL ( / SCREWS VARIOUS / TYPES ) A/IN. 75/•15155 1520 - /1/N. Si 1250 - 7 2/2" 1.1E'v E/ /SE 0 IN CONCRETE 1J1/' 7E / /LE 550 - I,UI.", S/EAP. 1270 - 7 7 " 4(1/1 A/ / c v .Z 4 AGA5 /'14! //J / /4 [ =_D. /1✓ l,.4�Qh' 7 ° P. / Z- L EY P4 r; L / 5414(45 H,4A!r. %(P p51VE5 ) 4(11,'. 715 /0514 F 2E0 - /115. cr.'E: 2 i 00 - ) 5/5" a!1/,'. CA /,FE:i. l;! 50/dCP[7C 1./10', 75/•'"5/45 750 - /(NJ. 5A" 1520 - 1 7/4- " /./,/1,', EA/Z:55 . IN MASONRY A1`'CHOP4C-E 70 WOOD C0 /•'57PUCT /D /`' SHALL BE 1 57(5 L / -�� L AGS OF LAPCER 14/17H 7 " G!!1:', THREAD PENE75A7 /O/,( 7/.: 55ASS 14 /000 EUS'oo'GS OR %/z ELCO PANEL 1,(47(5 ///7/1 7 7/5" !,/IN. THREAD PE /✓(7547 /ON OR 1 /t 1/455/4470 SCREWS 11 2 7/8 /1)1 TREAD P•' /ON. • PE ER 70 5HE(75 5.6 & 7 OF 7 FOR ANCHOR 5PAC/N5 AND A /1NIA.rU// EA'EEDI 17 SHALL SE 71-15 RESPONS /B /Ll7Y OF 7HC CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE TO 11/17/13 THE ADD /71010AL LOADS AND /NSUR5 PROPER ANCn'ORAGE, EACH PANEL 517AL L BEAR .4 PERMANENT LABEL OR STw ✓P SHOWING /1£744 TECH, /NC. HIAL EAH, FL " " DAD( COUNTY PRODUCT CONTROL APPROVED 1OAPA' /NG 70 OWNER OR TENANT LOC47(5 IN EACH HEADER OR ONE PANEL 05 EACH 0PEIVIN5, 57.4 7/NC " 570PA( PANELS 14//LL N07 OFFER HURRICANE PROTECTION UNLESS ALL RE /,'FORCIN5 STRAPS OR 50L75 ARE PROPERLY /N5TA1155, WHEN PEDURED PER.YAJ.`E1. FASTENER CD /1.PONEN7S, E1./BEDDED ANCHOR SQL 7S. THREADED CONES OR A!E7A.( 55.'(/55. /,'O7 /5 1)55, A2..157 BE PR07EC7ED 4541537 CORROSION C0/;'7A1✓. /NA7 /0/\' AND 544010E 17 ALL TIME, 3-11 C K KL'Y HOLE Vi/ S !IT P, I (2/( Z.7/ ROBERT S. MO' PE 3 /4 APPROVED AS COMPLYING YOTH THE SOUTH FLORIDA BUiLDJNG CODE DATE {) ZZ / a.. BY N PRODUCT C N1ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NC,n - 02 DS'• 24 ga. J z EL EC 0 01/ 0/ ?.5 $I /Oh ad S900 4 1 x WOOD BUCK .250 - MAX. 3/16" TAPCON OR 1/4" TAPCON .250 -- MAX. TYP. JAMB 4 Revis;ons: Morro): Revsd By: Dote: Chkd By; Dote: D.B. 6/7/99 Drown By. D. B. Dote: 3/17/99 --j 1.250 d 1 x WOOD BUCK Tolerances Unless Noted; Fractions: t 1/64 Decimal .00; t Decimal .I f Mgulor. t 1' Series /Model: HS -201 Description: PCT NO: VENDOR NO: 3/16" TAPCON OR 1/4" TAPCON Scale: Sheet: 4 cf 4 .250 --- MAX. Horizontol Roller — Anchorage 1.250 TYP. JAMB APPROVED AS COW W TH THE SOU.H jloRIDA BUILDING CODE' BY �' PRODUCT COr .RDi .DIV S;ON .BUILDI CODE .CQYPLIANCE Off IC,E ACCEPTANCE NO A ' 03 Z� 01 2 x WOOD BUCK INDUSTRIES Drcwing No. 260 Rev: A 3/15" TAPCON OR 1 /4 " TAPCON TYP. HEAD TYP. SILL 1.250 3/16" TAPCON OR 1/4" TAPCON .250 1,fAx 1.250 2 x WOOD BUCK MAX. /10 PANHEAD OR /12 PANHEAD .250 J • TYP. HEAD 4 d TYP. SILL r 110 PANHEAD OR 112 PANHEAD .250 MAX. 1 1.250 f 1.250 2 x WOOD BUCK 1 1.326 2.489 2.000 --- .050 TYP. - 2.000 --- 1.201 3 2.324 .750 .926 --� 1.186 1 2.000 1 --� 1.542 1.100 1.672 -- 1.042 .812 .750 — 1 2.000 1.569 .100 .656 - I 1.042 1.542 1.457 Revisions: Material: Revsd By: D.8. Dote: Drown By: D. B. 6/7/99 Chkd 8 Dote: Dote: 3/17/99 POT NO: Tolerances Unless Noted; Fractions f 1/64 Decimal .00: f Decimal .000 f Angular: t 1' Series /Model: HS -201 Description: Horizontal Roller GLAZING OPTION 3/16" ANNEALED VENDOR NO: Glazing Scale: Sheet: I 3 0,4 APPROVED AS CQMPtYIN^ WITH THE SOISTH FLORRDA BWt111NG CODE OAT -3- ;- 19 BY PROUD R04 DIV (3UILDING CODE COMPt7ANCE OfFICE ACCEPTANCE NO 1c1 - OS D( ITT INDUSTRIES Drawing No. 260 Rev: A Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 116.73 89.81 68.60 57.25 63.000 91.10 68.44 51.53 41.33 Window Heights Window Widhs 53.125 74.000 106.375 111.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59.14 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 55.33 ' 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 Window Heights Window Widhs 53.125 74.000 106.375 111.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.22 46.13 40.93 40.47 63" VERTICAL SECTION OPERABLE 57.122 DAYLIGHT OPEVING 58.475 DAY IGHT OPE I NG VERTICAL SECTION FiXED 111" HORIZONTAL SECTION XO Confi urotion Negative Design Load based on Comporotive Analysis - (PSF) X0 Configuration Positive Design Load bosed on Comporative Analysis - (PSF) NOTE: 2.324" HiGH OVERALL INTERIOR SILL FLANGE. ONE 3/4" x 1/2" x 1/16" x 3" LONG ALUM. ANGLE IN FRAME SILL NEAR EACH FIXED MEETING RAIL, ANCHORING SILL ADAPTER GLAZING LEG TO SILL, SECURED TO FRAME WITH 1 INSTALLATION SCREW AND ONE /8 x 1/2" SHEET METAL SCREW. Revisions: Material: Revsd By: Dote: D.B. 6/7/99 Drown By: D.B. Chkd By: Dote: Dote: 3/17/99 Series /Model: HS -201 PCT NO: XOX Confiqurotion Negative Design Load bosed on Comporotive Analysis - (PSF) XOX Configuration Positive Design Load based on Comparative Anolysis - (PSF) Tolerances Un(css Noted: Fractions: f 1/64 Decimal .00: t Decimal .000 t Angular. f 1' Description: Hor. Roller - Sections Com• Anal sis VENDOR NO: Scale: Sheet: 2 °f4 APPROVED AS COMPLYING W?TH THE SOUT1 ORIDA BUILDING CODE DAT kl 6 19 8Y PRODUC TROL DIV:S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. INDUSTRIES Drcwing No. 260 Rev- ITEM' DESCRIPTION V. T. / QTY. /LOCATION VENDOR VENDOR , FLANGE FRAME HEAD (Alum. 6063 —T5) 61289 1 ALUMAX AF— 1 1289 ti�� SASH STOP (Alum. 6063 —T5) 66387 2 ALUMAX AF -6387 FLANGE FRAME SILL (Alum. 6063 —T5) 61085 1 ALUMAX AF -1 1085 WEEP HOLE COVER 42111 4 (2 1/2" & 27 1/2" from ends) VINYL— TECH /P.GT. 5 SILL ADAPTER 61288 1 ALUMAX AF— 1 1288 6 FLANGE FRAME JAMB (Alum. 6063 —T5 61088 61087 2 (X0/0X Con fig. Only) 2 ALUMAX ALUMAX AF -1 1088 AF J 1087 7 FLANGE FRAME JAMB (Alum. 6063 —7 8 WEATHERSTRIP, BULB VINYL 66601 2 (1 per Jomb) TEAM PLASTICS TP -123 9 FIXED MEETING RAIL (Alum. 6063 —T5) 61089 67919G 1 6 (1 /sosh tp /bt roils & mtg. roils) ALUMAX SCHLEGEL CORP. AF -1 1089 FS7919 -187 10 WEATHERSTRIP — PILE FINSEAL 11 SASH TOP /BOT. RAIL (Alum. 6063 —T5) 61.092 2 ALUMAX AF-11092 12 SASH TOP GUIDE 42105 4 © interior of ea. sosh bot roil) VINYL — TECH /P.C.T. 13 END CAP 42114 4 (2 per Sosh Top /Bot Roils) VINYL— TECH /P.G.T. 14 ROLLER HOUSING 42112N 7BRWHL2 2 (1 ® eo. end of vent to roil 4 (2 per Roller Housing VINYL —TECH/P.C.T. VINYL— TECH /P.C.T. 15 BRASS WHEELS 16 SASH SIDE RAIL (Alum. 6063 —T5) 61090 4 ALUMAX AF -1 1090 17 WEATHERSTRIP, BULB VINYL 64664 1 (® sosh side roil) TEAM PLASTICS TP -324 18 SASH MEETING RAIL (Alum. 6063 —T5) 61091 1 ALUMAX AF-11091 19 SWEEP LATCH 71096 1 (15 1/2" from ends —vent mtg. rc/ 2 (if height is >= 42") )N1A.TURE DIE CASTING PGT.214.XX 20 ff8 .z .500 PHIL. Fl SMS 7858A 781PQA 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) 22 (Frame /Vent ossy. screws) 3 MERCHANTS FASTENER MERCHANTS FASTENER H.P.G. 21 f8 x 1.000 PHIL. P.H. SMS 22 3/16' ANNEALED 23 GLAZING BEAD (Roll Form) 65030 8 FLORIDA SCREEN 05 -030 24 SILICON 62899 DOW CORNING 899 25 k +LY DUTY FIXED MEETING RAIL 61593 2 ALUMAX AF-11593 26 SEA /V SEALER 65•M55 W_ SCHNEE — MOREHEAD SM5504 27 W/NDLOAD CLIP 61093 ALUMAX AF-11093 NON— IMPAC -T WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SPUTTERS REQUIRED TO MEET IMPACT. APPROVED AS COMPLYING WITH THE 6) REF - ERENCE TEST REPORT: FTL — 1313 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. SOUTH FLORIDA BUILDIN>; CODE s BY O' Lt PRODUC CO dill BUIW NG CODE COMPLIANCE OFFICE ACCEPTA NO. '1� -o32.b) Revisions: Toloronces Un!r” Nntrd: I N D U ST R. E S .�... Frvclionr f 1/64 Decimal .00: t Dedmo! .000 t Angular, ± 1' Series /Mode: HS - 201 Material: ,.. Cescription: Hor. Roller — Elevation /B O.M. Revsd By: D.H. Dote: 6/7/99 Chkd By: Dote: PCT NO: l 1 VENDOR NO: Scale: Sheet: 1 �� Drawing No. 260 Rev: A Grown By: D B Do1e 3 /17/99 63.000 ( MAX. II I 58.000 MAX. XOX 111.000 MAX. 17.000 MAX. 6. 00 xo /ox I I I -I ! 1 F i 1 . 1 17.000 M AX. 6. 00 . 7, )TES TYPICAL HEAD CONFIGURATIONS • • 1 WOOD / W 1 X ' �• BUCK , ( 1 r . 250 !,e, X. \ \ J � - 3' TA r .250 3/ 16 ' TAPCQN Y —a /7 D PAN HEAD OR j i 2 FAN! EAD 1 2t0 TYPICAL SILL CONFIGURA i IONS REF }R =NCE TEST REPORTS: F;L -2959, FTL -2960, FTL -2952 FTL -2952, FM -2963, FTL -2954 Robert L AfJCH'OR5 AgE 1 1 1 10 SCREWS DR 3/16" TAPCONS. (#12 SCREWS MAY BE USED 9NSTEED) PE 439712 ANCi•40pS ARE LOCATED 5" MAXIMUM FROU EACH CORNER AND 5" 1.1.A.X2MUM ON EITHER SIDE GF 1,!EETNG iructural MAX: ,4 vV ANCHOR 'SPACING Or 15" A7" JAL45'S AND 20" AT HEAD AND SrLL. <50 1~Ax 2 x WOOD BUCK IF( INDUSTRIES TYPICAL JAMB CONFIGURATIONS L4zciptial f i2: /10 P^NJI'EAD /72 PA EAD Drwi F. K. 1070 rE :I*oLOGY GRNE P.O- BOX 1529 NOK0141S. FL 34275 ND O 5. F?_ 4274 R y Dat F'tv :._; Dn1; F. 8 REDRA 4/75/0 ANCHORAGE al .�j \ ,250 \ 2 X WOO() MAX. BUCK L APPR01"W AS cCK.tF?L' G WST3 -{ DIE 90ni F10ii.{ gArpc QODE A`52t `�� f1; 2 1 Pl ODUCT COWTRQt DtL+Sit, e.UktmiG CODE 3 +ci OFFICE , kccuTnkCe NO O 1— 05 /C. J( ALUMINUM SINGLE HUNG W'NDOW (TG—A,7 S!(if l�.(aC d E CG %Q: S te1, Vfo∎.m9 Np "R SH -4000 J 8 •{ 8 2 /36 A 1.160 1. i309 .462 3 IAMB — 2.000 —4-- ---- .G62 0 0 1 f 5 7 - .s..♦f— +� - 2. 129 - -b--� tj r- —1.953 — •--. 0 76 TAP 1.39E i \IE ( .3 ) HEAD EX1 RI-'c aki E= XTR?S1Q 1.359 EXTRUS1ON RFFERE-WCE T F S 1 r i_ PORTS. 1 HL-2960, FT -2961 TL -2962, FTL-2963, TL- 2964 2.000 .062 .575 .053 — 050 .4 50 > 'CL 1.552 1.023 MEETING RAIL 1.852 —'-- -f 1 • ► x 2.100 .500 SILL EXTRUSION SAS BOHNNf 1L `XTR JSIQN J� �, r� Robert L. Clark, P.E. PE #39712 Stni ura! In 3 4 21 22 r23 24 FLANGED FRAkIE NEAD FLANGED FRAME SILL FLANGED FRAMF JAMB FIXED WEE-iv/A/O RAIL 6 SASH TOP RAIL SA1 5i7TM r;AYL 8 SASH STE R . L DESCRIPTION 9 _ .SASH STOP 10 sAsH A M 17 pJ X iJV QUAD PA. ,-' .D ..' T , , 12 i5'%� ; ,'i E: i 37 �:�, ° 1': P: Yi. � +1 L i7 1¢ � !T 13 SiV EP LAIC 14 , 6 x .625 PHILLIPS FLAT HEAD SMS 15 16 17 13 19 BA LAt4CE WEATHERSTRIP, .787 r. .270 FIN i EAThFP TR:P .187 X .200. FIN t7;41 _A!iLE TAK -0L:T r'LI S;LiC0N GLAZING SEALANT 2Q S:f 31.32 ANNEALED CLASS 26 25 27 28 8 } SASH SIDE RAIL EXTRLSIO\ INDUSTRIES .562 F. K. C jl .050 1070 TEONJNOLOCY D?J'E P.O. BOX 1529 NCK0 iS, FL 342'5 N0x0. FL 34274 PG ' 52 703 62 704 52/05 6534521 7858 *- I .926 Strict flir>dt,J: SH -4{000 61052 679; 9 712 J L ,r �L 62 E1 9 65200 1.137 1 SGatc NTS 6063 —T6 6063 T6 606.5—T6 6063—T6 6534522 6063 - 76 653452.3 6063—T5 VENDOR 65.34 5063-16 563 --T6 42801) PCT /334 PA I TEAM PLA.57 IC5 71095 I, ^jNL TV L D CASliN SPENCER 0P !'trvr.� � CA L > W E L FrrTC - 6)V pelt: IRaris, r1s. 8 31 1 Rc�?Aliutd 4%18/01 PROFILES & PARTS LIST ALUMINUM • SINGLE HUNG PLASTICS SC L60EJ I C -4 0 L L DOW, 0e OR E0L) . L 0.39 178 ANNEALED GLASS 558 do 0S2 ( L 2)NG BEAD 3/15" ANNEALED CLASS 3/16 TFh! PERE D CLA DS 3,%15" CL ZINC 6D0 5 l 0'00 0 fA 3 -. ICBM 0 J 7 1 , r F D ENC OR �8 x 1. , _:Z.1D PAN env � ?,� � , $: P:J ... L,�'�. � OR — 1 x 2. OFP CELL F0-41 PAD SCREEN ASSEA ,18LY 3 <?: 7 Dr 8 i ?34.5% 534522 ! 534524 tir• - 6287 , �_ FS7825— 187 1 rS7 F7 0P�, t iA SCREEN ! = i 05-200 5p:1 f i rioAD L L>7S 'i 096E DM E 3 e, 2,.-o PRODUCT OMR Dt OmS ON 9'JGUU .1 COOS DuPWAt E OFFICE 4'I NDO >' (To 27 . 67 - VENDOR . MAX. FIXED LITE t•AAX. HE1GH 1A.X . FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robert L. C3 P.E. PE P39712 L. kr ■ INDUSTRIES MAX. DAYLIGHT OPENING tk s Trip tsan: Mk; FIXED LITE .t�.. - MAX. DAYLIGHT OPENING MAX. ' {WIDTH HO/WONT c V l ON try Dr. F. 1070 TECH HO OCY DRTY£ P.O. BOX ) 523 1OK01,4IS, fl 34275 NOKO,45S. FL 34274 F �, F. ' 8, { 31/! . R{=DRAWN Docc. i 8/01 NON At; PA C l WINDOWS JO ;V ,. -11v1 r �. 1.) TEST 1 REPORT, GLAZING, MAXIMUM SIZE A) L -2962, 3/32" SINGLE STRENGTH ANNEALED, 53.125 x 48.7 ;0 8j ETL - 2964, J/32' SINGLE STRENGTH A `, 37.000 x 70.000 2.) SHUTTERS ARE REGIJIRED AT ALL INSTALL TIOtNIS I PP 1 COD" C O.D' I,P RCYJED KS COLA PLYitZ WITH T 904511 F .0Pv. D A $UX'ui G GODS Or■TE P b 3 = t .? c01 • gy, \ 1. 1•.4 ItX1,- DatO 45k4.5E SECTIONS FROM SHEET 5, V32 GLASS ALUMINUM .SINGLE HUNG WINDOW/ (TG—A) Sv %uDdct_ Seo :E: ^ett :3 cwnq yo. r?cv SH - 1 NTS I S 5 8 2735 A 1 I Fr7ttdo.v WI d 0, GLASS: 556 ANN[_ILfD F 'Window Hit • - FT "L. 29-64 I 2 26.049 <AI 74.375 (4} 4.&750 (4) ntq [ pos .34.70 1 66.70 .33.0 35.01 n4y Ms r..y I 10.0 is 56.44 ,. 58.(8 19.125 (2) . 7 5.00 06-57 .0 ,50 •:4,413 24.000 tl) .76.02 55.57 16,560 (<') ■ 5d-67 254 ,18 i 36.44 .35,00 )5.00 31_ Do() f3 4,5.70 5367 -0..00 48.00 •35.00 ]5,00 37.00 0 (3) .63 ,70 5347 •3 9. 30 23.3 5. 300 }J i JS.t 4/16043 (3) --62 4 5 6 34_` 3 1 S -.1154 YJ.sfi i 3.020 4 (3) 49.49 fA. - 24. 20 30 20 - 30.1-0 4.8.000 (3) -57.00 56.67 -77.70 27.70 •i 6.70 26 70 53..23 iaj - 55.63 3320 -25.00 25.00 •224 -0 22_60 S0MMPAFUTIVE A*1LY$15 FOR: G GLASS: 556 ANN[_ILfD F FT "L. 29-64 I Window 5 Wlr■a•.+ K.faht 55.000 ( (4) 7 78.375 (Qj 0 00.515 ( (4} 5 53.060 4 4. 4) 1 70.00 e e) u&x, )4E1GNT 0 0 Wx. ')Y:0TH 5..125 � 144.X_ VENT CA'UCT+T OPEN =)JG +-5 000 - -�-) ..;+,Y. t 3%.00c WJt, ftXED UTE GA GPEh - w,'a 33 000 - • - - E$L 1 E Or 4EET1N: F vL - r m Lux v.:74T Dnl'L.JCt17 oP Y 4C 32.000 -.-� r y 44X. hXy.o UTE CJIY12CHT GFD411 20.) 50 J SU,X V )-'T DAI1 )t:NT CPt-N1+2 29.)0 1 UAL RXED LTE CAt13Ch1 OFtJ� NC SI _375 - 1kX. VENT D.vnICNT 02£,1`/0 31-75 tux F�ic UTE Hxla FROL/ 9or o + Dr Ull- r.M. ;3 7 /b' NOt'- !1MMPAtCT W,'N0CY T.) T 01ST REPDRT, = L 2 J.\C, t. SIZE A) FTL -2952, 3/32` SINGLE S=DEtCTN A- IWrAED B) FTL -29 3/32" SINGLE STPENG7}? ANNEALED, 2,) SHUTTERS ARE REOci;RED AT ALL ,,WSTALL.AT,oNS 3.) PRESSURES U'JDER 40 REF ARE NOT APPUCASLE 4.) SEE SJ Efl v OF 8 FOR SECTION DETAiLS f P. X. FT.LEO UTE NE1G147 1 85270(4 OF tr£Cr c P•NL '4 4. F71- 2962 FTL -2964 Robe 1.. Clark, P.E. PE #39212 StPJCIUTJ.) 53.725 x 43.750 37.000 x 70.000 3/32 GLAZING DETAIL INDUSTRIES 1070 TECH,WLCGY CANE NOK(V!S, FL 3A2 5 r A or_ CO 34PAPAnvE A- W:1'SIS NOTES` S_) Nu'r,b•rif In ( 1 crr.••tt•ts,f p <r gt4.7,11n4 of ynchorrf Vitt' tilt. 2 } K.9-6th- D. •t, 4 - 5 44 566+( pn Co.n7uat No Lout t it arr4 G's.a T. A.: Tit E1 D 3.) Pvs ltraa t .alpn Ir.adi 07 sad or. Cornpaoa, tv. Ar.afy:ia a.naS Wa tt' T.at Pr.,, t L) N.,mters a. '‘71- #10 s.crews or 3110' Tapt01vc. (dSZ 4._r aws r - ; ay Ga ..0 lv t• a7 oft 10 - 10 5.) /rcR-44 - 1 5.20 rnax fry . sch comer a.od 5.30' mu, on a1 t.-47 tJCa of m.stiny rsi t. M sX.. as <hor ags {(ng of 15' aI )0,14 and 20' at head and 6171. ML; T -a&QE COUtl?Y F.X. Dtscrip(ion: P.O. BOK 1529 NOKCU(IS, FL 342:4 01_43$( asn Al•1NE.,(1.1E0 F.r 74 8y F. K. Dc tc: 4/ 7 8 Scr ;e fjkcOel: S -4000 8/3 REDRAWN FLANGED W/ SSH GLASS FT L• 245 APPROVED AS CO 3GU7H FL0RfDA 811+14013 OQC, DATE .. PitQC& T C0iTRQIG>'AS)Dft T3U�b+Nt; dOUPLIAriCE ACCE T1))CEhb at-C to ALUMINUA/f SINGLE HUNG WINDOW (G - A) Sco'c 1 5ne4t: Drc +in ) o. N . 5 ofs 27,36 A MAX. HEIGHT MAY,. FIXED LITE u 2,129" VERTICAL SECTION MAX. FCXLD LITE DAYLIGI IT OPEN :NG MAX. VENT DAYLIGHT OPENING Robt ri L. Clark, P.E. PE x397)2 J:nIclurai NON--IMPACT WINDOWS 7.) TEST ST RE PORT, GLAZING, MAXIMUM SI; L. A) FTL -2961, 1/8' DOUHLt_ STRENGTH ENGi H A ED, 53.125 x 76.000 1/8' DOUBLE STRENGTH ANNEALED, =D, 37.000 x 63.000 2.) SHUTTERS ARE RGUIRED AT ALL INSTALLATIONS MAX, DAYLIGHT OPENING INDUSTRIES 1070 TECHNOIOg f DR NE NOXOMJS, Ft 34275 MAX. DAYLIGHT OPENING True: MAX. V1; D7 H HORIZONTAL SECTION Fr,-so E ric :c* 8/31/i Drown 8 Do :e . 4/1B/D1 R.vir ons: REDRA F.K. SECTIONS FROM SHEET 3, 1/8 GLASS Scr :tr/.foaat: Scc'c: S•ett: P.O. BOX 1529 NOKOUtS, Ft 34274 SH - iiTS 4 8 Druuirr� N. 2.000" APPROVED AS CCOPtYNG wirri ThE FLOR, A BUILD( c SY 15 l �L• L tRd X T CO,GROt D 'GH BI$N,DiNG C00t 60 OFF2CE aCCEPT NO „O i U ; J b :10 ALUMINUM ' SINGLE HUNG' WINDO TG - 2 736 Rce A wx. ni�G�7 1$ ;^T3 v.Ax, r+fChi 63 co • CEviE.K uE Ci uj IN Fosft - - - 0 X unx. Y1 Ti 53.125" - '-- LtAr. '.'CNT OAYL!uYT :0-10.5 ltA w`071 -4 37. ur,X, PXEo U`c C3.YL6!-(T 12?EN_N0 33 000" - W, YEW ?rll...CrCT 0+'4747 31.875' - - -- CCN7'EL•;NE Cr u Efl74 ; RAIL - 1-41A. s7:Eb Ui£ GrYVr-CT DPENt_w' CxYLtrfT tPENtvC 00.x- FCC itrE eAr_ICHT CPf_.9, 28.000' VAX. E0.1..0 I.'TL 3:0Y „NT r70 80TTC11 or wEETo}.G R+[. ?7 5/5' Wk.+ V1 NT AYLJ. liT [NW': 28 r00' fVQ N-'MP.A s T WINC) Q W 1.) 7E57 REPORT, CLA2eNG, AiAX1,iiULI srz A) - ^951 7/3" DOU'SLE S7 A.) 4A EAU" 0 E) FTL -295 7/3 00UBLE STREN:7 H A1v,NE4iE 2.) SlrUTTL".PS ARE PE0U;REED A.rr ALL r ..•JSTALLAT(OkS 3.) PPES5L ES L' fR 40 PSF ARE: NGT APPLJCt.=LE IN 4.) SEE SHEET 4 OF 8 FOR ScECTiON &ETArLS 1 SUX. FIXED LAC r xx; YPi,L4 00-1Cu Qf 6-z: ET tvC ri/JL 3+ /5 ,DTI -2161 FTL -2963 Robert L Clark, ?E. PE 239712 SIF11Ctur0) INDUSTRIES 1070 TECt(t.OLOOY DR1 E NOKC -,5. FL 34275 G0 AT1VE A}iALY515 F6R: 61J45S D58 ANNEALED Window Width _i:1 { .5 (2) -T5.00 2 & -00»3 (2) -75.00 26.50.0 (2) 45.00 32_000 (3) •73 04 17•D00 {3) -75.00 40.000 (3) -75.00 4 .&000 (3) -75.00 40.000 (3j -75.00 53-125 CJF.tFA RAT iYE A14ALf3:5 rCR: W7 t+ac w Y6- i d (h 19.725 (2) 2. (2) 2r `u4 2) 53. )25 x 75.003 37 000 x 6S. 090 nra •75.00 -75.00 •75.00 )� 14M1- 0.4,6E COUNTY C,;t_�ptan: ,75 -000 ( a) 9 I xa 26.000 +,41 1/8 GLAZING DETAIL nu9 54.57 -75.00 6 67 - 75.00 56 57 •75.40 .. 5137 - 07.0.0 56.67 -50.50 56.457 -5".2_50 5.6.67 I - 47.50 5.1-67 4 • 10 43,50 66.5 7 t-J.20 4-3.20 fo% 56.67 56.67 56.67 38.375 (4) GLASS: biiik N) ks i?nt I 39 575 (4; 50. 5 {4 1 ! I .75.09 •75.D0 f/0: 56,67 54 .157 .54.67 58.67 1;•6.50 52_50 47.50 pc*. 5 5.67 - 59.50 56.57 .�'' ', :7657,3-0C4 56.67 I - r _�6.FA 56.60 32'_00, (3j -75.00 58.67 I 55.67 •S� 7..a� _� 56.5? - -��- �•� 37,300 (3) -75.00 I 56.67 , -,15, S+J 56.50 -.a 9.60 a ➢.60 45:50:7500 _ ;0 50.80 5 6.6 7 Winocw Ha1Qh! 50.625 (4) n•9 pox -75.00 55.97 7 { - 4x7 55.67 -70,00 77 ,.4? oos -75.00 r - 26.67 -75.00 56-67 -70.00 56.67 CO h p4AAT1VE ANA2.7115 NOTES - ' t ` f f pv.nthatat art C 4 ^ ])6- Y of anthG - r. Lt �,.��( +. 2.1 T . patio toad% bu•es cn Comp, A11t:yY;a rnd GI*** Ttb(.1 R37%4 6.1 5.) Poa7;!v• 0&81' h LGada kas.q on CoeNcaili:v. A' .2yytc 2r1 Vf 214t Y. sf Gr. - xsw s. A) k+s.kba. - s u . fw 540 scr• or 1'1Y 3 -co-.. (Y 2 [Lt•rae rti - v bas toad of A10 5.) AlknGho.ra 5.40 - aX (r on ••ch comor a n-d .4U,rr ctd, of rn.•tfny ; .11- )4aX arscl+or s; ac iris of 1$ of (a-s-br and 2C at ho sd and ...11i. Oro •n Er: Lc(c: F.K. 4/18/0 1 FLANGED W/ DSB CLASS ALUMINUM - SINGLE HUNG V Se n e.214/0 P.O. 8Dx 15 ?B NCK0.uS. R 34274 SH -400,r) Sc c,'a N TS 56 -57 63.600 15) •' - 7 S 56.2.67 - 5 - 0.9 7 50.91 - .19.77 58,67 48.02 49.6-0 -43.70 36 - 40. 40. • 36,70 -35.70 35,16 •33.70 , vim -7A. ?0 29.70 •27.20 1 2 ).tt) 63.3;}0 �q) rut? Dot 45.27 43.70 AG. 20 38. TO PL -59.40 55.57 ETL. 2061 76.0130 (61 n.q pot -43.6i 6 1151 •38.18 36,16 -36.33 { 36.33 - 33.67 33.02 •33.fi ' 32.80 32.60 31.E-0 26.60 F TL A>PRWEr A5 COu 13 r81 TIN Ft ORiDA ak.D.NO DAT f C 7.70 PROCuCT C 01 D 1 x *( IIViLc G4.0`64LCk/PLL4NCEOfFCE ACCEPTANCE NO C I- G; 16'1C-) /INDOW (Tr; -A Sho at: Orc.rn9 N . ° e 2736 Pre. F, HEIGHT r -- !="I X Eli.) L T -�-•' 2 ,12 9. n VF/?TICAL ( 7 3 2 4 7 � SECTION h MAX. f1X =ED LITE DAYLIGH T OPENING MAX. VEI'4 T DAYLIGHT OPENING 4� I Robe L PEl39?I2 Stnl•tunl DAYLICHT GPENING 11 I Ni INDUSTRIES Da ytrip{i o : VENT F XE i LITE MAX. DAYLIGHT OPENING MAX. WIDTH H 7i I'! TA, L S' C 1 /r)N Dr h.-n 8 - JJ r x. 1070 TECHNOLOGY CRWE P.D. BOX 1529 NO O1,tIS, r 3 +275 NC? OL[5, ft 3 t . F.K. 8/31/1 Oo(r: 4 /? 8/0 ON ,. rMPAL, i' 0 NS 1.) TEST REPORT, GLAZ /N4, Mif.AX!.Mt, SiZE A) r TL -2959, 3/16" TEMPERED, 53.125 x 75.000 8) L -2960, .3/16" ANNEALED, 53.125 x 76'.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATION Ft,,,.icnl: REDRA 2.000' i A V: t T!SE 9OUTH f? Ori1CA & LD; W.; CODE CA } E P % o C ± BY PRCOUCT C v % :CC+ / wow.; wow.; YJX, dQ. '/ &'`' . 16 SECTIONS FROM SHEET 1, 3/16 GLASS ALUA INUM SINGLE HUNG 1/1 (t G —A) Sar,'.s%uxd: 5co<e: S' .f: Dra.,rr � o. SH• -4000 N J S 1 2 or R 27:36 r�rM.Pt.FJ.TIV1 7 V R G1.A58', 016 M NF-4LE0 FTL• 29.60 'rJfndcw 1'x10011 26-000 (4) 35.375 (4) W nntlow t1,(21,4 61.040 (2} : E.9-90 (A) 16.37E (4, 1 60.525 (4) 63.000 (5) 75.000 16; n..9 pct n.9 oos I r.p 1 pox x115 pox ncp - r pca 19.125 (2) - 120.00 56.67 { .120.07 56 67 1 .120.00 1 56.67 .4565 56.67 .73.51 56.57 24.007 (2) -120.00 56.57 I •120.50 56.67 - 120.00 5-6.67 - 64.5`_ 16 .07 -63.54 55.67 26.500 (2) - 120.00 56.57 - 120.'00 56.67 1 .120.00 55.67 -82.11 56.67 -60,55 55.04 32000 (7) - 120.00 56.67 .120.00 1 55.67 •101.70 1 55.57 5-6.67 - 80.0 -4 55.57 -56.41 1 51.28 37.007 43) •120.00 55.67 •120.00 56.67 -65.40 -70.9-0 1 55.67 56.04 00.01 40.5010 (3) - 126.00 56.67 6 54.67 - 195.50 66.67 -511.50 56.67 1 -55.60 - 56.67 .55.00 1 v5.;,,; 7-0.00 454_004 (3) - 120.00 - •108_03 55.07 •73.10 1---. 515.57 - 56-.20 76.57 .52.30 52.13 4$000 (3) - 120.00 56.'_7 •54.71* ' 6b. CT -EA-SO - 56.67 - 57.90 + 63.5-4 -4.6.00 •-0.W 1 51125 (4I .117.70 5-6.47 -*5.34 65 et I - 59.50 56.67 - 1 47.30 -4.3.90 ♦3.10 CQPAP4RATIVE ANALY31$ 5O R: GLASS; ]115 7E3APERED f L- .4959 Wl■dcw Width lYlnGow H.lght 26-000 (4) 35.375 (4) 50.625 (4) 61.040 (2} 76.000 (6) ra-p i pot Cl ►y (pox nnp I po■ n.p 110. r..y pc. 13125 )Z) - 137.00 56_67 .135.00 56.67 - 131.60 1 56.67 r 50.07 -54.65 T 06.67 . 43.01 ( 54,57 56.57 24000 (2) •135,00 55.57 .135,00 56.57 •11+129 - 5.4.65 55.07 -53.64 26.304 (2) - 137.00 56.57 "135.00 56.67 - 123.113 55.6 -02.11 56.67 4-0.55 10.5.7 32900 )7) -15500 5.6.67 - 135.00 56.67 - 123.93 51.67 -60,041 55.67 .55.41 56.41 , 37.000 )3) .135.••0.2 56_67 - 135,00 76.457 - 115.7A 55.57 -50.0-4 50.67 .55.6- 5..0. DO 131 ..435.00 5-6.57 - 122_25 55.57 .103.5.4 56.67 - 44. 16.67 - 57.00 4 - 4.900 (31 - 135.{03 1 55.57 - 15.5.53 66.67 1 -59 69 1 5-6.57 50.04 65.57 55,49 S I 41.000 (3) (4) •132.200 56.97 .5.5.73 56 57 .79.72 I 56.67 •°� ° .7 7 34 SG.n: 1 S* 5457 55.-57 .55.0f) -55.00 55.90 53.131 ' 70 55 19 5_ 7 -67.35 $6.67 49,62 ) X. H E)CHT 76 00 +0 5 MAX, 0 U 00.4.X. FIXED LITE DAYLIGHT OPENING 49.125" MAX. WIDTH 53.125" -- ---- CEN1ERLIFJE OF MEETING RAIL --- - - J MAX. VENT DAYLIGHT OPENING 48.125" NON - Ci WINDC'NS 1.) TEST REPORT, GLAZ +,N'G, mAX1MUM .S,ZE A) F TL -29.9, .3/16 TEMPERED, 53.125 Y 76.000 0) F 3/16 " ANNE -LED, 53.125 x 76.000 2.) SHUTTERS ARE R} OUIRE0 AT ALL INSTALLATIONS SEE SHEET 2. OF 8 FOR SECTION DETAIL s MAX. FIXED UTE HEIGHT FRCM BOTTOM OF !I,EET1NG RAIL 37 5/3" MAX. FIXED UTE DAYLIGHT OPENING 34.500 MAX. V._NT DAYLIGHT OPENING 3/15 GLH_ S 34.500" (Cr Robl.rt L Q3.E PE k30712 SI nJc(ursl I C:014,45,.A11`/c IkALYSts N01 LS: 1.1 Num O.., 1. (1 pat;-r:1Fxs4s s5-. gc.nrtr. 111 lnthor. p.r s16• 2) 1_asat)v. 7rtlDn 1-056-3 `- 51.4.5 on Comps; tt1v. A' lycic >nd 6-:4.6 7.1.711..0.57/44 51300. 3 -J 5042UY4 D.5->in Lo ■dt hu.] on Co+r.Farat!v. Mzll its and Wit.-, last Pr. tsur 0.j. ' Sr 010 cU.W5 of 11 16 7apcons. (412 ay.w,11 miy Lt.foi Inat.•d of 1010 5.) Xrichwo 6,O-7 n-.wx from ..-!1 co ,,. and 5.00^ myx. on •115 +r >!t. of rn..t(nq x0.5.1 M.uc.. ,- por s6.4c:np of 15T at Jarnba af,4 20 4.4. h.s-d a-nd 5111. Tit .3/1 6 GLAZING DETAIL 1rc.n e.7 F, K. De3cr.'pGcn: 1010 TEC1INOLOG1 DRWE P.O. gOX 1529 NOXC),5lS, ft. 34215 NOt'Ou1S, Ft 34274 .375 MIN. GLASS 817E Rc.•sd it ? IF. 18/31/ 4,5- 18/01 REORA 7r"140` 7 tW.; (SHTri. yUJ5-NF10r+DA 000E Dkr SE P � tA_An 1.0„x..5.4 ARODC)CT GO•iTRO'. DM5)ON BU'LD(vG CODi 6ON,au udcEorF)CE ACCEPThNCE NO O\ -O ,- f FLANGED N// 3,/7 6T OR 3,/7 6A. GLASS ALUMINUM SINGLE HUNG WINDOW (TG-A) Sen'rz f SH - 4000 � 7 f N / ._ Shtet: Draw;,; N. 1 -f8 2 /.30 Ra r,' A REOUtfiEMENT MULLION 2 X2X1/8" ALUM ANGLE 7 2 x 2 x 1 /a" �1 \\ ALUM ANCLL n 14 s.M.5. IjauTv1Iie 2/ ANGLE ).- 4 \ \-- L - - '--- T MULLION 2 X 2 X 1 /E" ALUi.! ANC: LE 2 -5/8' LONG � c PRECAST CONC. SILL • ` ...-••• c• i • 2.000 MIN. ANCHORS l„FE 7 7 # 14 S_M,.S. 1 -1/2" MIN. D.4BED INTO WOOD 1/ ANGLE G - 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA. TAPCDN 1 1/2" MIN. EMBED 1/ ANGLE 1,625 2 ): 2 ): 1/8„ ALUM Ah'CLE 1.4 S. L1 S. 2/ Algal" L__ r - - -5 MULLION r MULLION 2 X 2 X. 3/8' ANGLE 2 -5/8'• LONG 7: I -0 1° :25 r - 1 3.000 - -d) MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS REDD.) ANCHORS TYPE gyp. L c. • • • i L ' 14 5.1/.5. 1 MIN. EMBED INTO WOOD 2/ ANGLE Ever. DR. HUM YOUN FARODO STRUCTURES FU,. PE IF 16557 DEC ? 2 2001 0 o - ri MULLION 1/ i , .nom ' � �,. �.` !11-7' )J " v "iil x''7C) ;' 1 SDI; BUC � r II �� , A�� C ;C C3�?'i; 7BD I , 1 � E 3F ti.l,'cL> ?t 16ASDN'RY ' J j J I 2 X 2 ); 1/S 1 I- r .7: ALUM, Al,'�LC 1 � -e � .� �� 14 0 3/ 1JPGL 1 -_ __RIMiIIIiI11Ui13�3P. a. /0 i i 1 S ° ' y /" 0 Ti.PCD I rG M' � MIN. EME:ED -- 1 4W' I: �: 7 r---,-_,--= 3 ) i • 2/ ANGLE ! 2 c ! o� i. I � -a v� O v a L U� • j ! �I1 ?11i11I?I1T?11111�1111!111x =' u J o . L'ULLIDI' 4 .Q • 2X2X 1 /E' ALUM AW;, 3 -5/8" LONG A,1 \ICI /3Rc T\ 1.500 MAX. PRODUCT RENEWED A.CCEPTANCE 01 f g• °I E 'IRAi1ON DATT J0. Marl l cONipJOL DIVISION BUTT DI G CODE COMPLIANCE A.NCE O • CDNCR_ TE OR CDIJC. fll I FG BLOCKS WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED, _ •, � -/ t^ " 11;L L GLAZING i PRODUCT - 1 I l ri GLAZING PRODUCT 3 GL AI IWG PRODUCT L NULUON SPAN _ •, � -/ t^ " 11;L L _ � 7 - 1 I l ri I ?. I�!' i—�—I i i I x 1 1 1 H 1 7 I 1 - {??/ — 1 — 1 JUL � 9Ge , 1 _1 \I,� \ 1 � li - 11_J - 1 '11 ' I —1 1 ` . ri41 1i1I 4 1 - 1 I 1 I I 17 11 x 99 \ 9� 1 1 H 1 7 I 1 - {??/ — 1 — 1 JUL � 9Ge , 4 1 I I I I I I AtCH.'3 ; TYPE t. i \ i i 1 1 f'."7-L- , 1 _1 \I,� \ 1 � li 1 \ ' 7 \' I \ 1 \ \ 1 \ 1 at:_ ,7 ' ^ � IKUMEI ilelitIONNEILIMIll ASILIMEMBERIENIMMII WittalialliblINLIII D A ' 11, 1 r 9 ANCHORS TYPE C ►67� , 7 i 60 4,1 '7 0 90 1 20 50 - 0 5E L'LJ 1 1 70 00 LIMMIKIIIIIIIII mmenum ■WILINIVII MI pJ' I , � II nr 1 \ \ I 1 I 11 AlsrCi-IDR; TYPE \\ \ +, \T 1 1 \1 \ t -' 3 ; \ \1 IN IIIIIII 84 NEE= , 1014114b711111111illne \I,� \ 1 � li 7 \' I \ 1 \ \ 1 \ 1 at:_ ,7 ' ^ � IKUMEI ilelitIONNEILIMIll ASILIMEMBERIENIMMII WittalialliblINLIII D A ' 11, 1 r 9 ANCHORS TYPE C ►67� 20 3J3 40 60 4,1 '7 0 90 1 20 50 - 0 5E L'LJ 1 1 70 00 Wm1 . 1f , V 't \,._ ANCHORS 1,.t, OR C •t� s 1'1'2 1 \ 1 \ 1,i4 -:)T,G f\ I -- \\ \ +, \T 1 1 \1 \ t -' 1 ,\ \\ \ 1\ 1 1 \I, 1 \b3 1 IN IIIIIII 84 NEE= , 1014114b711111111illne � li 1 1 f r 9 ANCHORS TYPE C 20 3J3 40 60 4,1 '7 0 90 GLLIING PRODUCT l Il 1 11 �'!i• ;I , i VERTICAL NULll01J 11. 1i GLk?G 1 PRODUCT 1. NVdS NOITUIIY 't \,._ ANCHORS 1,.t, OR C •t� s 1'1'2 N A>: CNDRS TYPE AE, OR C j ANCHORS T)PE AB, OR C VL L .L 1_ L r, 5 IC 1 7a. E? I 1 1 ' . ;l � ` \1J LJ 1 l V — .-1I 71_, 1 <� 1l 1 J li P 22 30 - e 1 b13 70 6! TRIBUTARY W'ID71i - I EhE9 Y ' 1 1 W2 TRIBUTARY - 2 r HORIZONTAL MULLION 3 L _' _ �'r.ii '. f ,' =_h t a 1 1'. �LI 1T {J: L r)�` . r 3 I 1 I I 1 1 I J 1 ! 1 3 ,ti ;Jt T LEE t- - l 1 . `— �.. . 1i I � b. p. "�� ;r. T ist ! 1 i1\ 1 I rf` `` 1I,�17 � 1 , I I \ \1iV -- i�� 4 F\ - 171 \ -? 1 I \� !! — lam F` .1T 1 \1 \ 1 i -1-1-] M ' i o 3 H �1 1'.. 1 1 1-1- \ 1 \.I , 1 \I H1 H1-1_1 ? \ \ \. � ��>_41 1 12) \ + ,N N. i I i 3-7 4 I - 1 1 1 ' i 1 ' i '\ 1_� 11 ` � - I ` I ,9 , N I \ 1 �__� 6 1 , (� 1 !� 1 1 I � 2D ?9 du =G c.13 c.13 '7B GB CII 3.5 AZ =D E3 '713 i ' TRSBUTARY WIDTH - INDIES TRIBUTARY WIDTH - D 2i1E°, IS) .---4 TYPICAL MULLaON ARRANGEMENTS AkCHDR - LOQ.D C3'A.RT Z P 21y 41 5.P E 7E 61 TPI U T ARY ,WIDTH - INCHES I\ i \ �� !� 1 i i 1 1 \ I I\ grl LV1\ Iiii 1 1\ - i 111121-1-1 E t 5/ l r is N q � 1 . A —1-1 n i l \ -\\ v 1 i—I.v '� � =z , h 1 ' . 1 i \.1 � — I J `� 1 )� i `�� ; �-1 ;�� l i\ i � 1 � � � I - 1\ 1 Li I + ' 11 ` u am I � 1 ', y 1 - `� I , j I 1 ' .3 1 71 ' .3 1 71 �'� `� j - 171 Z m I\ rs m FOR ANCHORS DESORPTION SEE SHEET 3 OF 3. liE A4. -E _DAD D1PJ - T TRIBUTARY WIDTH - INCHES D' I LD1 . = _ C -j i 1 3 Hr rTl c:x� it �& /1L \, - 1 171 1 1 IN 20 30 Cii Set be 7.r; 20 TRIBUTARY i.IID71-1 - DtC'r.'=S Error. DR. HUV,1L.YOUN FAROOQ STRUCTURES F ; PE Y 15557 DEC 1 2 2001 is M I - 1j 1 �� .11 i. Al I - 1 117�1�1 ^1� 1 13 I 1 11 I� \ 1P1 i 1 -1 I ' �1 1 20 31,' 4 z SE b15 7.?; 34 7RI2UTIA,PY ! LTD-1 - INCNES ANCHOR LOAD Cf-AR 7 TRIBUTARY WIDTH - IN PRODUCT RENEWS ACCEPTA3 ENo. 0( - 1 I?, 01 IRAT1OA' DATE 4., - 2. 2- BY ODIUM OCINTTROL DI BLr3LDiNG CODE _,L A.NC CE r O L v f J 2 2 D J vl J c! 1 L' I < I I 1 1 I = i 1 1� I ! T I � 1 a � I 1 ororrnB E:c. \ l , M95 -08AJj • E.DDL r s STEP 2 STEP 3 STEP 4 S 5 - C 2.000 TYPICAL V, WOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DEILRMINE DESIGN LOAD REQUIRE) PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULL30W AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GPAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON S} EE 3, AND ANCHOR GRAPHS STEP 6 ON SHEET' 2, SELECT ANCHOR TYPE H'1 T H DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, T [ GLAZING PRODUCT 2.003 1 X 2 ); 1/8„ .J Ui,! TUBE 1 X 3 X 1/16 X 1/8' ALUM TUBE 3.D0D S.DOD --, MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 ); S x 1/15 X 5/32 1 ALUM TUE= — 7 3.DOG Eno :: DR. HUMAYOUtJ FAROOQ STRUCTURES FLA. PE 15557 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTE: E S : 1. ALL GLAZING PRODUCTS USED WITH T}36E MULLIONS MUST Mai THE APPLICABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDrONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. A. ALL MULLIONS TO BE ALLOY 6053 -T5. PRODUCT RENEWED ACCEPTANCE 14a D / -(Z/ '. d! 3aaRAT1 ON DATE n utkty 2 J 2007 PRODUCT CONTROL D1172E(N . BLIP-DI CODE COMPLIANCE OFFICE 1 1 z in J 0 J 3 1 !J i v) �T 0 U { C c l' LJ LL orowin? no. M95-08A; s`,ee; 1 o 3,'• JA C TA PCO N .250 MAX. 1.250 TYP. HEAD, SILL JAMB / G /GY4y RG✓iSi Dl1 S: Material: Rend 8y: Chkd 8, 1.250 2 x WOOD RUCK t i ✓ DA. lIFAfl te: .250 - - - j MAX. �roclia�z t //64 C ,tny .A7: .t Cscimal .000 t Arl..hr: t 7 F --8000 DrScrlption: a TYP. HEAD, SILL JAMB 1070 Te:hiology Or. Nokomis, Fl. 34275 APPROVED M GOMPiYINC tv1TH tN[ SOUTH FLORIDA BUl b NG Coot DAT A. Y/( GLcZi 7 G F3O d BY __ aa P;atmc.T rnN i R91. D`V'S '.2t1 LJ E{L1iDIN,; i,CCRTAI CE fYO DE COMPEIAN(X MICE J -/f ita oil INDUSTRIES F - 6000 Picture Window 77 ttt: � orow Anchorage Wrn dow Heights 26.000 O 38.375 () 50.625 (32_ 63.000 74.000 (4) 18.000 (2) 100.00 f 94.87 87.54 83.03 80.29 Window 24.000 L2) 93.15 78.73 71.40 66.89 64.15 Widths 30.000 [2) 83.46 59.04 61.71 57.20 52.00 32.000 (2) 81.04 65.62 59.29 54.78 49.00 3E.000 (2) 77.00 6756 55.25 50.74 42.00 Window Heights Window Widths 18.000 gni 24.000 ©1 30.000 a] 32.000 2 36000 ( 2)--, 26,000 (2) 130 130 1_130 125 125 38,375 (4) 1JU 125 i 1 0 .4 97 R s 50.625 (3) 125 _ 99 77 72 63 63.000 (4) 109 78 61 57 51 74.000 (4) 92 66 1 52 49 42 Window Window Widths 14'indc.ti' Widths W idths 36.000 2 Hei his 19.125 (2) 19.125 2 26.500 2 36.000 (2) 53,125 (, 26.000 2 105.49 88.58 77.00 77.00 N/A _ 38.375 4 91.08 74.16 52.58 62.58 ' 72 50.625 3 83.75 66.83 55,25 55.25 N/A 42.00 l 83.000 (4 79.23 62.32 50.74 42.00 50.74 N/A 74.000 4 76.49 59.00 42.0() N A Window Window Widths '53.125 W idths 36.000 2 Heights 19.125 (2) 26.500 (2) 36.000 (2) 38.375 (4) (3) 26.000 ( 190.00 88.58 50.625 j31 10 77.00 10 N/A _ 38.375 t 4 91.08 74.16 14 52.58 12 ,"1 /A 72 50.625 (3) 83.75 66.83 80.29 55,25 52.00 N/A 42.00 l 63.000 4 74.000 (4) 79.23 76,49 52.22 59.00 50.74 42.00 (4) N/A N/A Window Heights 79.125 2 Window 26.500 2 W idths 36.000 2 53.125 3 26.090 8 8 a 10 38.375 (4) 10 10 10 12 50.625 j31 10 - 10 10 12 63.000 4) 12 12 12 14 74.000 (4) 12 12 72 14 Window Heights 18.000 (2) Window 24.000 (2) Widths 30.000 (2) 32.000 (2) 35.000 (2) 26.000 (2) 109.29 93.15 83.46 81.04 77.00 .38.375 (4) 94.87 78.73 69.04 66.62 62.58 50.625 (3) 87.54 71.40 61.71 59.29 55.25 63.000 (4) 83.03 66.89 57.20 54.78 50.74 74.000 (4) 80.29 64.15 52.00 49,00 42.00 l Window 11ei his 19.125 (2) Nindow 25.500 (2) j Widths 36.000 (2) 53, 125 (3) 26.000 2 1 3� 13 r 25 86 38.375 (4 130 121 85 56 50.625 (3 125 89 63 41 63.000 (4) 101 70 51 34 74.000 (4) _ 85 59 42 29 , nth's o e• Negative Design Loads based on Corripororive Analysis (psf.) Negative Design Loads based on Glass Table O Positive Design Loads bosed on Comparative Analysis (psf.) Positive Design Loads bosed on Water Pressure. Number of Anchors per Window Size An hors of 6" from eorh corner & Max. 24" thereafter. Gloss Tobfe 35 -E - Moximum Dp. NOTiES. 1.) REFERENCE': TEST FTL -1 380 2.) REFERENCE: N.U.A. 96- 040J.04 DESIGN: +100 PSF 1 iU PSI NEW N.O.A.,9 h Note; Nurners 1 0 pognth ses grQ Qug Negcfi;re Design l nods hosed on Ccrnporotive Analysis (psi.) Negative Design Loads based on Glass Table 0 •n .t • C S idy Positive Design ;.odds bosed on Comperutiva Analysis (psf.) Positive Design Loads based on Water Pressure. Number of Anchors per Window Size Anchors at 6" from each corner & Max, 24" thereafter. Window Window Widths Heights 18.000 (2) 24.000 (2) 30.000 (2) 32000 (2 36.000 (2) 26.000 (2) 100.00 93.15 83.46 81.04 77.00 38.375 (4) 94.87 78.73 69.04 66.52 62.58 50.625 ( 87.54 71.40 61.71 59.29 55.25 63.000 L 4 Q3.n3 66.89 57.20 54.78 50.7.4 74.000 (4) 80.29 64.15 52.00 49.00 42,00 Glass Table 35 -E - Maximum Do. Pevisior 9' Red B : Dote: Oro on 8' 0.8. chkd Dote Dote; ) 0/1 5/99 Too ^r.Lnr,s ISrk!z-LaQltd: Tc'cL rts: .t 164 Det;rrof .A? t Deom3' .090 ,(n9,4 f t' Sexes /4404ef: F -6000 �De scripGon: 1070 T echttu;ucjy Dr. Nokomis, Fl. 34275 <•,.•• APPROVED AS COMP10k0 WITH THE k.I)• PG'' NO: VENDO✓i NO: Score: ' Sneetr O rs.+ng No. SOUTH 11ORIDlA BU1 tlM. CODE DATA. "Le-C - 2 c' ' BY ftUEsU i DUMMY CURL CO ii't.kNCE WI ICE AUCtFIMCE No ` ? - /7 /c O5 F -6000 Picture Window - Comparative Analysis .3or4 548 Rev 2 .00 O .500 -1P-- - CY .844 /z /Y . 4 2.000 i l • ,- Rev sk4ns Ma f e riot: Revsd By. Date. Drown Sy: 0.9. Chad By: Dote t)otc 10/15/00 36.000 .500 735 6 HORIZON [AL Top: is tL o,s Noftd ��,� .: • << 1070 TPcnnnlogy Pr. i .QO; i Nokomis, Fl. Ck)r 34275 SeresjLiodel: F-5000 Doscript ;on: PCT NO: 7 FRAME CORNERS \'ENOOP ND: Soo; e.• 1 ! J OVID kS COMP1T I N5 WTTH TNF SOUTri FLORIDA BUiLEEN.0 COOS DEC Tgf/7... �1- 2 BY PRODJC CO�� i0: DIV!S.9N ( BUILD•NC CODE COMPLIANCE OFFICE 4CCEPFANCC NO 99 '/( /0. 07 Sheet: Drpeinq No. 2ol4 5'18 INDUSTRIES F-6000 Picture Window — Sections h'eY. I I TEM PART # 1 68342 2 3 4 5 62899C 6 61308✓( 7 6SM55V/ 8 9 7PWS [RCYis;ori 5: 11o' eriai : lS F 'S . evsd ey: Drc wn 61168 7834 Date: 0.D FRAME HEAD,SILL & JAMB Alumax EXTRUDED GL ZINC BEAD Alumax j8 x 3/4 Pn. Ph. SKIS #10 x 2 SILICON BACK BEDDING CLOSD CELL FOAM TAPE SEAM SEALER 3/16" ANNEALED 2 116 x 7/8 Fl. Ph. SMS 1.) WINDOW SIZE: 36" x 74" 2.) GLAZING: 3/16" ANNEALED J.) CONFIGURATIONS: 0 4.) SHUTTER REQUIREMENT: Sl itJ TL R5 ARE REQUIRED AT ALL INSTALLAT IONS 5.) ANCHORS MAX. 6' FROM EACH C� 1?NER (I LEAD, S1LL & JAMBS) MAX. SPACING AT HEAD SILL: 12" MAX. SPACING AT JAMB: 12.500" Chkd ey: ✓Date: LIK:It* 0/ DESCRIPTION rnstGl✓ation screws ws FASTEC INDUSTRIES NON—IMPACT WINDOWS Nerancsi valet! Not:•C,• Deerwl .00: # t>eckwr ,two Mp kw; .t I' Ser.'r /ido6el: F-6000 Description: P NO: f VCNOOR NO: ` So1ia: VENDOR FASTEC INDUSTRIES LOW CORNING STIK —IJ PRODUC SCHNEE 1070 Tarhnnlnjy Dr Nokomis, Fl. 34275 MOREHEAD MPG. LOf- FASTEC INDUSTRIES APPROVED AS COMPLYING wnti T.Nf SOUF}I ROR;DA BUJLD :NG CODF T i �.0 �_r n ti. l EY PROOUf{CO>U1 DIYIS.CN (`) EUWLOiNG CODE COMPLIAACE OFFICE / aCCtP;ANCE NO j / /Q• t F -600 Picture Window — Elevation Sheet: Drowin9 hv, la 4 `48 VENDOR # AF -8342 AF 168 899 130d-1 SM3504 INDUSTRIES • 4 .1/ 1 s - T. CtiN TYP. HEAP SCREWS ARE STAGGERED 1lv JAMBS. SEE NOTE ON SHEET 1 TYP. JAMS TYR. S1 L TYP, ,1AMG' 1 TEM. DESCRIPTION DOOR HEED /S'LL(AL. 6063— T51,062 2 DOOT? J/M6 (AL. 6063— T5/062 WALL) 3 000R ASTRAGAL (A &, 6063— T5j062 WALL) .2.50 x .18/ ITh EAL STRIP WSTP CHANNEL A 6063 —T5 050 WALL FP / J E JA! ✓B AL. 6063 —T5 .050 WALL FP 4 >, r H_ A 0 I',, 63 S I�I O NE OUTSN. THRESHOLD 70 5 16x1. TH,R POD 17 T.1USS CLAI .'r (AL. 6063 —T5 12 5/16x1/15 TRUSS 'WASHER 13 5/16x78 TRUSS NUT 14 FRA).ir CCR COVER CAP 15 5TR :KE PLATE 16 TR :KF PLATE INS - RT 60380 door too & bct. ro 1 coor tor' & bol. ro:>) coor to & bol. [0 FAST EC INDUSTRIAL FASTEC INDUSTRIAL /612FW 4 ACTIVE 31 LOCK DUVMY 32 DEAD —BOLT LOCK GLAZING CHANNEL 8 FOAM TAPE AD. 1 —SIDE 1 4 TAPCON 8112A 12 12 5 .' A 8 14 2 hor. becd 5 6020CK 7L OKAP 7LCK!P 7BL T,'P 62554 61308K l E TEMPERED SEAM SEALER 76 GLAZ(NC BEAD 6SM55'W 65170 shoe bolt locks oslroro;s & frori - 'curbs 0) r.h. osiro.ol 0200X190 HARL OC HARLDC 5 hin e ctth;r, e — frame 05 - 005 19 l Ox 1 FLT. HO. PHIL 4 SCR. FLT. HD. P)--11L K c I r PPQRT ASc 4 FL HD. PHIL .200 x .190 OLON 375 x .190 OLON 12 Ph. Pr, SMS 6063 — T5 I ✓AL uPL 00378!7 7YIASHA 4)722N 7FRSPX 7 )034A 7FF,!S'ly _a .�. C JS 7)OXI D ®r in c - h:n cc —door 7 1Cx17FPW � 15 j �j'QQNI 6 to 7634F 60300)V / TAY eCC:7 000r (0 GUOr (v L bot h & sill cd r.h. ostro o! Used w 1 4 .los; 16 !c; s ✓iNYL TECH. CA.». Yr /rr INn icrmb VERCHAN7S FASTENER o nb MERCHANTS FASTENER 1 rAS 1NUUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS V;NYL TECH. rFASTEc INDUSTRIA 41720 4USLCK 820 AF— 54 1308 5! 5504 5 6 7 8 9 39 6063 —T5 Rtyid £y: '019, D. B. 5/29/99 0,- -1 By: D. 8. WA! ! V. T . jr 60375 60375 4 60377 603/9 Lrk4 04.ct: / 5/97 OTY. j 1 1) 2 i F' 4 NQTE; OTYS IN BRAC.KETS ARE FOR X CON,7CURAT;ON T t CCS (;rkU +'.Qw, Frvcl . 1/G4 Ctc;m .t . Xr, C,cc:r4 .XC .t sr :e, FD -101 PCT VENXR NJ LCCATIO,'■ 1070 Technology Dr. Nokomis, FI. ,34275 French Door — Anchora Stet: Srt t;: 4 .14 G�t.ir.g !r7. VCNDC'R Al. UL).A.X AL 0;)/AX ALU /A �LrLLL L l__Ur .. AL UMAX AL UMA.X I AI LLCIAX 003 CORNNC AL Li MAX FAS rC INLJ+U 944 VENDOR g' Ar — 1037 1 AF— 103 76' A — i 03 77 ,r*s2r+ X37 AF— 10380 AF— 12375 899 AF— 12375 , l.,^P13'IED lS COMPLY?NG V'ITH T}+E SOUTH FL©R?CA BUSLDin CODE fl.TE .�t�� 134_ PuCL'UCT CONTROL DIY.S ON EiUM. t:G CODE CO..V?U NCE OFFICE CCi=1,110E NO, O( INDUSTRIES c Bill of Materials {i 1 7 26 ;lc f AnsJ DDotr: C� d By: IGote: G. B. l 5/99/;9 T , -atn 8y: r, Dr;e : Q /' /07 4 .250 J MAX. Tof i cri i ��C17 C� Trx - :; , , , r 3 7/64 h;x 11' $4.r:e7 /use F0-101 U 437 3/16" TEMP "REO NON- +MPACT GLAZING OPTION 1070 Techno'ogy Dr. Nckomis, Fl. 34275 APPRCVFD AS CCMPLYNC 'rWITH TAE S nn■v"5 . CR +;,A ETL01NG CCCE BY S 1 i �Jw CJ;:T CL C'i1��IC�i i's•!r.D+ ?K LODE COxFt! NCE OFHCE eC(PI4,NCE NO. IN DUS"TRI ES C•strnp(%on: French Door — Glozing &pl od e Views �r PCT NO: 1 VEND-CA MO: Scd :: 5xct: yr , r1 B — . 250 Max. Shim TYP. 95.500 93.615 Door Neigh t .489 1 4.000 TYP, EXTERIOR ROUGH OPENi7JG 3.000 ROUOu OPEN/NG 3.000 .250 ^x. TYP. SEE SNEEr 4 FOR ANCHORS 84 5/8 0 rt. tCH1 OPENING 1.479 INTERIOR? 1. 750 1.750 VERTICAL SECTION - ROUGH OPENING E) 25 71 /16" 2,47—LIGHT OPENING f�L l l t L 1-ANE: EXTERIOR 71.750 PANEL OVERALL HORIZONTAL SECTION ,Thirron rr L.-1-ie NL't` rroc: f ;/54 a.67 .ar Aa.n! .CYX t II' FD - 101 scrip inn: ��Rn er D.8. 9/5/97 0 / T '/' Pi]./%16 1070 Technology Dr. Nckomis, FI. 34275 French Door — Section Views r: B n71'4): VCOR NO: 5c:74: 1.480 R000) OPENING A ➢ ?V V D AS W:','{ T ;4i 50Utri TiOR1DA BUf OU1C CODE CATf -�u�� i9 o� IG!. , L! t PRODUCT CONTROL. DIV!S:OY dJ''O,NG CODE C i Pt1ANCE OFFICE ■CCEF'r.',Ci NO 0 C ± 1 1 •c' 3.000 2 °l4 944 INDUS TRIES � r, r J. JVU 0 37.560 / / / / / / 13' MAX. ON CENTER TYP, HEAD & SILL 6" 6 1= " I -tinge Loc. } OV CENTER TYP. BC? 13" ,uv9S 73.250" 6 " Hinge Loc. 6" 13.250" L - 1 ng,° t oc 47 75 95.500 36" 13.250" f' { TYP. BOTH J:,M55 EXTERIOR ELEVATION / / 73.250" - Hiinge Loc. TYP. BOTH JAM 55 13" — MAX. ON CENTER TYR. HEAD & SILL - 1 5 " XX 71.750 — — D. Y. J 6/7 9,Is 9 D.B. 6 "- CT'kd Sy: iuc;c 6" 13" Hinge Loc. tom. GN CENTER 13" nP. BoTH Likki as Sc, Not 8.' 6" 1 9/5/97 -6" u�c ;tip 1/7/ C ks.D tom: .pro t tit Svf1 iodet FD -101 Lt stsfr. Fcti 47.75 m'. eo -LA-JABS Nnt\I I T r r) �Q • 7.) GLAZ;NG: 3/16" TEMPERED 2.) CON'FICURATIONS: X, XX 3.) GES2GN PRESSURE RATING: +50 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 6 " FRC"r CORNERS (HEAD & SILL) MAX. SPACING AT HEAD c't SiLL: 13.000 � AX. / 60M COR;vEn3 (JAMB) MAX. SPACING AT JAMBS: 13,000 5.) INSTALLATION OF THIS UNIT V/LL REQUIR,; A HURRICANE PROTcOrr /5 UN'T 6) SEALANT TO BE APPLIED AROUND FRAME CORNER, PANEL CORNER, DEAD BOLT & LEVER HANDLE. 7) REF. NOA: 6 6- 05'5.0' 8) SCREWS ARE STAGGERED AT 13" CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. 1070 Technology Dr. Nukumis, A. 34275 AP?C'ED AS C6F.'Pt1 rC WITH THE SDU1,y ILtR1CA BU'LDIMG COG€ NTE �' _ 17. _ _kt — '- -�� - -- PtiCLuCt CC?JIPOI DI'a S EsUiID.wC CODE CC?Y.PLNiCE' CFHICE ICCEPT1'a:1 NJ, I L — INDUSTRIES French Door — Elevations Pcr two: _ Y£ NOR NO7 Scar: S++tI t'"■^G No. Rrr 1a4 944 B .062 TYP. � -- -1.030 VENT TOP .968 .968- .905 .062 TYP. .695 CENTER 6c TOP VENT BOTTOM .905 FRAME SILL 1.875 1.375 2.095 FRAME JAMB .968 1.437 } .968 r � 1,375 —°� VENT JAM VENT CORNERS VENT JAMB i Engr. OR. HUMPYOUN FAR000 STRUCTURES FU. PE 1 16557 JAN 1 5 2002 FRAME HEAD STAXE JOINTS AFTER COUPLING FRAME CORNERS PRODUCT RENEWED ACCEPTANCE Nu U Z— 01 Z Z.0 EXPIRATl( DATE Grtt-‘ / 200 QY PRODUCT ONTROL DI BUILDING CODE COMPLIANCE OFFICE • ° H Ri 0 O • 4 0 c d' U 6 w cv > • "' o QQ 0 • I 0 c � 0 w 3 o GL, w� z � J d W 2 S rn N N 0 0 0 U ) a) 0 0 0 ) ) drowing no. W99--1 1 sheet 4 of 4 ITEM / PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 SEG -52F 1 FRAME HEAD ALUM, (6063 -75) - 2 SEG -116 1 /VENT VENT TOP ALUM, (6063 -T5) - 3 - 1 /VENT BULB WEATHERSTRIPPING C,155 X .265) VINYL VIBORG OR EQUAL 4 - 1 FRAME HEAD `.WEATHERSTRIPPING (.150 X .200) VINYL WIBORG OR EQUAL 5 - AS REQD, GLAZING BEAD ROLL FORMED ALUM. - 6 SEG -117A 1 /VENT VENT BOTTOM ALUM. (6063 -T5) - 7 SEG -88 2 /VENT VENT HINGE ALUM, (6063 -T5) - 8 SEG -209 1 FRAME SILL ALUM, (6063 -T5) - 9 SEG -118 2 /VENT VENT JAMB ALUM. (6063 -T5) - 10 SEG-66 2 /VENT HINGE LINK ALUM. (6063 -T6) - 11 SEG -516 2 FRAME JAMB ALUM. (6063 -T5) - 12 SEG -9 1 /JAMB SLIDE BAR ALUM. (6063 -T6) - 13 SGH -1 2 /VENT CAM LOCK ZINC DIE CAST - 14 - 1 /BAR CONNECTING LINK ARH ALUM. (6063 -T5) - 15 SEG -67 2 CROSS SHAFT ARK ZINC DIE CAST - 16 - 2 CROSS SHAFT BEARING NYLON - 17 SEG -428 1 CROSS SHAFT STEEL GALVANIZED 18 - 1 ROTO OPERATOR ZAMAK DECO OR EQUIV. #8 X 5/16" SHEET METAL SCREW 1BY OR 2BY W000 BUCK _#1/4-20 X .456 SHOULDER SCREW D,L OPC. VENT WIDTH WINDOW WIDTH EXTERIOR 3/16" TAPCONS 1-1/4" MIN. EMBED INTO MASONRY 0 8 -1/2" FROM CORNERS 6c 18 -1/4" O.C. MAX. 1/4' MAX, SHIM 2 JAMBS UV I 111MP O, ; 4 Engr, DR. r1UMAYOUN FAROOQ STRUCTURES FLA. PE ! 16557 JAN 1 5 2002 PRODUCT RENEWED ACCEPTANCE No, � 0 I Z2 , o E.�IRATI DAT rnu�k ( 20 D7 PRODUCT CONTROL. DIVISION BUILDING CODE COMPLIANCE OFFICE ( uJ w ) 0 a.) 0 0 0 � J drawing 5 j no. W99 -1 1 1 (sheet 3 of 4 3/16' TAPCONS 1 -1/4" MIN. EMBED INTO !AASCNRY 0 6 -1/2' FROM CORNERS & 24-1/8' O.C. MAX. 3/16' TAPCONS 1 -1/4' IN EMBED INTO MASONRY 0 6 -1/2" FROM CORNERS & 24-1/8" O.C. MAX. 3/16' TAPCONS 1 -1/4' MIN. WOOD PENETRATION O 6 -1/2" FROM CORNERS & 24-1/8" O.C. MAX. L. 18Y OR 2BY - WOOD BUCK WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TAPCONS AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHCR HOLDING CURRENT NOTICE OF ACCEPTANCE. SEALANTS: FRAME AND VENT CORNERS SEALED WITH SEALANT. Engr: DR, HUMAYOUN FAR000 STRUCTURES FLA. PE I 16557 JAN 1 5 2002 ADHESIVE BEDDING COMPOUND \DSB_ANN. CLASS GLAZING DETAIL, PRODUCT RENEWED ACCEPTANCE No. C) (2 Z . v EXPIxan N ►�'1Ci�1 0 7 13v PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE O 0 ) 0 . N 0 0 0 W 61 O 0 ) drawing no. W99-1 1 Sheet 2 of 4 j COMPARATIVE ANALYSIS CHART AWNING TYPE WINDOW SERIES 7000 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF VENTS NUMBER OF ANCHORS /JAMB DSB- ANNEALED GLASS 3/16 " - ANNEALED GLASS WIDTH HEIGHT EXT. INT. EXT. INT. 19 -1/8' 26 -1/2' 37' 26' 2 3 67.0 67.0 80.0 121.0 2 3 67.0 67.0 80,0 93.9 2 3 62.5 62.5 62.5 62.5 19 -1/8' 26 -1/2' 37' 38 -3/8' 3 4 67,0 67.0 80.0 121.0 3 4 67.0 67.0 80.0 91.8 3 4 60.9 60.9 60,9 60.9 19 -1/8' 26 -1/2' 37' 50 -5/8' 4 5 67,0 67.0 80.0 121.0 4 5 67.0 67.0 80.0 90.9 4 5 60.2 60.2 60.2 60.2 19 -1/8' 26 -1/2' 37' 63' 5 6 67.0 67.0 80.0 121.0 5 6 67.0 67.0 80,0 90.3 5 6 59.8 59.8 59.8 59.8 19 -1/8' 26 -1/2' 37' 74 -1/4' 6 7 67.0 67,0 80.0 121.0 6 7 67.0 67.0 80.0 90.9 6 7 60.2 60.2 60.2 60.2 19 -1 /8' 26 -1/2' 37' 86' 7 8 \ 67.0 67.0 80.0 114.5 7 8 67.0 67.0 80.0 90.9 7 8 60.2 60.2 60.2 60.2 WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS JAN 1 5 2002 AT HEAD /SILL CORNERS Engr OR. HL MAYOUN - rAR000 STRUCTURES FLA. PE 1 16557 6 1/2" MAX. 24 1/8' MAX. TYP. AT HEAD /SILL EXPIRATION DA 37' WINDOW WIDTH 35 7/8' VENT WIDTH 32 1/2' D.L. OPG. TYPICAL ELEVATION TESTED UNIT ti NOTES: THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS, 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED, PRODUCT RENEWED ACCEPTANCE 0 2 -0122 •0( PRODUCT CONTROL DIVISION 13UILDINC; CODE CO. PLLLN'CEOFFICE SEE CHART FOR NO, OF ANCHORS e 7 PER JAMB CO w uJ CO 0 z v 0 c c v 0 0 c drawing no. W99-1 1 (sheet 1 of 4 J SKETCH 0? SURVEY Lots 1 and 2, Block 169, NXAHL SHORES SECTION NO. 8, a000rding to the Plat thereof, recorded in Plat Hock 14, at page 33, of the Publid Records of Dade County, Florida. Orden 4440 (46921 July 7, 1912 F.9. #81 -29 & 58 8oales shown 1 HEREBY CERTXFYt That the ttaohed SKETCH OF SURVEY of the above desor #bed property is true and correct to the best ()flay knowledge `lend belief, as recently surveyed and platted under`my direotion. ASgUME1y A"c loµ i 114/4 oc+ttsr • t•9di$ -. hiACu ' ?)V • (• .1 .' 3? s .0 RA/yak :•.?tW' •.304 3 ?`..+ 3, 4. - c:. . i? Afi01/A.1JF8S '4` 4 .:!, .: VA'11 a. c a. • IVA f L 4 t% 3 J =_ G IF 0:: ¢ A 4 gar - rem i?,6+rF r3�vN SN f ^ DATE 7 -'1 1• 52 .. Ktv. 3 =.s 52. reif, .t1•,S • Arl X14 fic; v. Be . 4vX,yr, (if = 3 rgr.a Ir b, r #riG, rs c'II� F,IW'J( £/G Yti 16i . . .. . . 1 , , ., -•,-, „ .... 1 , -•--•- - 1..• • , ,.. \IV' 4 4.: 7 - ( j \\ . I T ' ii(t.' • 6-' A 42 • ... • ,. ,. , t --_,...-.- ,- - z. . „...i ... .-.„. ;•-•• .. -,-.,- _ ,-,..-,,, , ...,•1- -: ....•,....:...,-,•:,-.4.0.i...;,.. •••,,' ,:....•-.: •—•-••••-•--..---• -• 3 It $t :_•.--;-• It DI A f •,... 7.4 FLOI:,) 0 4-., : ...,,Nyts .5..?,.,-1. ..f , .....c.-:.-., .- ,...--.., .---,f-,,,.. - , ' StiEET - : . 7 • " ; • , ;•' ', .,. '-. ..4 -...y,, , ,.- ,..," ...'," ', • : c, ... .: e' , ,i * I' k '.... ..', :...,&,. .4 . , .;: t', *" .4 e 6.- i ..- ..-.' i",.; ,, ' . ' ' ' • . S .';', ,- .: * i , . .:,::' : , L:'. - .."..■ .1' :", -, ... ' i , . . • -,,- -, ' ''.,:-';' - . .. „ .,." . , .," - • '.. I f. ,.., A' ...... ..,,,.... FR - -. ,...,, - . ... ,, ,.: ... ,.—• -4,- i '■ ATC. l' ..- f.C4. t s•-• :. ,---„- - --- :• Kkv; • V. 4 I • . - - "777:::17,:" 747 7,■• 3 t^" JOHN EDWIN 77.:Th - , • - • . , . ' • • , .. . . • - . .• . • • -. . . . 1 "777:::17,:" 747 7,■• 3 t^" JOHN EDWIN 77.:Th - ,