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60 NE 99 St (10)Introduction Instructions ASCE7 -88 CALCULATION METHOD FOR GARAGE DOOR DESIGN LOADS The charts included with this cover page help calculate the design wind loads as determined using the American Society of Civil Engineers Code ASCE7 -88 for use with garage doors. The charts are divided between single car garage doors (up to 9'W x 8'H) and double car garage doors (up to 16'2 "W x 8'H). 1. Determine the garage door size as a single car door (up to 9'W x 8'H) or double car door (up to 16'2 "W x 8'H). 2. Measure the "Mean Roof Height" of the building. The mean roof height is measured as the average height of the roof, not the peak of the roof. The eave height may be used for a roof slope of less than 10 °. 3. With the door size and mean roof height known, the appropriate calculation chart can be used. 4. Determine the "Minimum Building Dimension ". For example, a building (or house) with a 80' x 30' floor plan, has a minimum building dimension of 30'. 5. Measure the distance from the corner of the building to the nearest edge of the door opening. The nearer the door opening to a corner, the higher the negative design wind load. The corner wind zone of a building is defined as 10% of the minimum building dimension or 40% of the mean roof height, whichever is smaller, but not less than 3 feet or 4% of the minimum building dimension. 6. The wind load can now be determined. For example a single car garage door is to be installed in a house with a mean roof height of 15' or less and a 80' x 30' floor plan. The door opening is located 2' from a corner. The design wind loads are (using the charts): +39.9 PSF and -43.5 PSF. Fill -In the Following Information Below (Type Only): Homeowner; Adolfo Gomez 60 N.E. 99 Street Street Address: Miami Shores Fla. City: State: Zip: ModelVo, : Approval No.: 97-0122.02 FOR CLOPAY GARAGE DOORS ONLY THESE MEASUREMENTS FOR USE ONLY WITH CLOPAY BRAND GARAGE DOOR PRODUCTS Evaluation criteria: ASCE7 -88 Calculations and Measurements Maximum dwelling Mean Roof Height: 15' MRH Maximum garage door width: Single car doors up to 9'0" wide x 8'0" high 'Measurement Measurement Measurement Measurement " " " " (in Feet) (in Fee) (in Feet) (in Feet) Minimum Distance From End Amount of Building Corner of Building Zone Opening in Dimension to Edge of Opening Dimension End Zone 3Q ' 30 Resultant Minimum Positive Design Load (in PSF) 40 AtI!ii. . 50 > 50 50 ::...... 50 These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Components and Cladding (Exposure C), 110 MPH basic wind speed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or partially enclosed structures. Calculations are based on an average door size of 8'Wx8'H. This calculation does not address the the supporting structure. An approximate 8% reduction in design loads is allowed if roof slope is 10 degrees or less. (Type All Numbers) Measurement "A ": Measurement "B ": Measurement "C ": Measurement "D ": Positive Design Load: Negative Design Load: MEASUREMENT 'C END ZONE DIMENSION MEASUREMENT "Er DISTANCE FROM� CORNER OF BUILDING Y / TO EDGE OF OPENING MEASI REMENT AMOU R OF OPENING IN END ZONE MEAN ROOF HEIGHT DOOR OPENING CAN BE IN EITHER LOCATION. MEASUREMENT • A MINIMUM BUILDING DIMENSION 2.5 1.5 0.5 o:o 3.0 2.0 f5 1.0 i5 0.0 4:0 3.5 3 2.5 1.5 0.5 30' 24" 24" 24" 39.9 -44.4 These calculations are intended to cover the requirements of Section 4.0 (Conditions of Use) in the Metro-Dade Notice of Acceptance. PECHART.XLS DOOR HEIGHT 6 6 "L" 70 BRACKET PLACEMENTS X1 KM WM X4` ®dam 60 7 -0 76 ® i [ � �IM x 58� ®y i 2,=¢ 8 -0 1 88 (FIVE SECTION DOORS) ,,, ... 1 -- .... , .,. IC1 11 CI 1 1 1 le 1 [-.., I , I I 1 117 111. 01111 111111 111 II 1111 OUNIIMINII � �M I -�.�� 4 ICI ......1 _ 1 + I ' 1 1 4 _ 1 Ilin 1 11! II —� ICI ICI 1�1 ii I ._J1I ilil 1K ■ • I ■E LOCATION OF OPTIONAL VENTS - —o— A MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' -0" _ LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9'•-0" MODELS 83, 84A, 93, 94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) liQIF -1; DOORS 6'6" HIGH CONSIST OF 4 SECTIONS; (2) OF 21" & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 SECTIONS; 4 OF 21". DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; 5 OF 18 ". DOORS 8'0" HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18'. NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. u 0 0 0 0 _ "L" w u z a O "X4" "X 3" " 7'i 2 ' w , "x1" INSIDE ELEVATION 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5/16 "x1 -5/8" W000 LAG SCREW.. TRACK CONFIGURATION f 2' CALV. STEEL TRACK, TRACK THICKNESS: .060" -- — A TYP. 2 -1/2 "x12 GA GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE F D SIDES DOOR) (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) cc 2x6 W000 JAMB ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTT)11, 6c CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS oTTACHED WITH TOG -L -LOC (TOP 6c BOTTOM) /ND URETHANE ADHESIVE (ALONG CENTER) SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION INSIDE FI E',AfIDII INSTALLER MODEL 93 94 RETAIL MODEL 83 84A IN ER. ;T LE OUT` ID= .. HANDL '.. DESCRIPTION" 24 GA. STEEL SKIN; 18 GA. STEEL END STILES 24 GA. STEEL SKIN; 18 GA. PAINTI.Q - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 -5/8" W000 LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT QE TWO 1/4" RIVETS. JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS, STOP MOULDING BY D)OR INSTALLER (TO SUZY - — ;-- A 24T_`i iE KEYED LOCK LOCK BAR LOCKING 20 GA. MIN. GALY. 'TEEL END STILE 20 GA. CALF. STEEL INTER. STILE END STILE LOCK BAR GUIDE TWO POINT LOCKING INTO TRACK PER SFB' 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF (SEE LOCK OPTIONS) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE HHA ID L FASTENED TO CENTERNSTILE . HINGE W /(4) EACH #14x5/8" SHEET METAL SCREWS. 7/16" PL'SI-NUT INSTALLED ON ROLLER SHAFT F02 JNRESTRICTED DOOR OPERATION. 14 GA. GALV f TEEL ENO HINGE FASTENED TC END STILES W /(4) EACH 1 /4 "x3 SSELT (4) TAPPING SCREWS. /4 " 2" STEEL ROLLER. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. 14 GA END HINGE END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION VIM Clopay Building Products Company 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS THE 2x6 VERTICAL W000 JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.C., QB WITH 3/8 "x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE TI A E;" FROM BOTTOM AND 24" 0.C. DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, 01410 45202 (513) 381 - 4800 i7 rrt 7 -8 -9 -"1 _ I-- 2" THICK "1L6 PLOT 1..42 11/18/96 LavN rr, CE0¢7 M AWN rmsrlm ADDED MAXIMUM VENT OPENINQ SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) 014x5/8" & SHEET METAL /4" SELF TAPPING SCREWS. 2 -1/4 "x20 GA. GALV. STEEL U- BAR. TWO U- BARS PER SECTION, EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U - W /(2) /4 x3 /4""SSELF ATTACHED TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ U...1 . Q`1 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 91- U t Z2.07-- awizWIv,n• 9 " T1 " DOOR MODELS: 83, 84A, 93, 94 Lawns wow B 101702 -24 1waHranr -' 9'0"W x 8'0"H 11 I CI IC1 11 CI 1 1 1 le II U LJ ' ��i�� � �M II —� ICI ICI 1�1 I ._J1I } ■ ■ I ■E LOCATION OF OPTIONAL VENTS - —o— A MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' -0" MODELS 83, 84A, 93, 94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) liQIF -1; DOORS 6'6" HIGH CONSIST OF 4 SECTIONS; (2) OF 21" & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 SECTIONS; 4 OF 21". DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; 5 OF 18 ". DOORS 8'0" HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18'. NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. u 0 0 0 0 _ "L" w u z a O "X4" "X 3" " 7'i 2 ' w , "x1" INSIDE ELEVATION 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5/16 "x1 -5/8" W000 LAG SCREW.. TRACK CONFIGURATION f 2' CALV. STEEL TRACK, TRACK THICKNESS: .060" -- — A TYP. 2 -1/2 "x12 GA GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE F D SIDES DOOR) (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) cc 2x6 W000 JAMB ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTT)11, 6c CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS oTTACHED WITH TOG -L -LOC (TOP 6c BOTTOM) /ND URETHANE ADHESIVE (ALONG CENTER) SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION INSIDE FI E',AfIDII INSTALLER MODEL 93 94 RETAIL MODEL 83 84A IN ER. ;T LE OUT` ID= .. HANDL '.. DESCRIPTION" 24 GA. STEEL SKIN; 18 GA. STEEL END STILES 24 GA. STEEL SKIN; 18 GA. PAINTI.Q - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 -5/8" W000 LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT QE TWO 1/4" RIVETS. JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS, STOP MOULDING BY D)OR INSTALLER (TO SUZY - — ;-- A 24T_`i iE KEYED LOCK LOCK BAR LOCKING 20 GA. MIN. GALY. 'TEEL END STILE 20 GA. CALF. STEEL INTER. STILE END STILE LOCK BAR GUIDE TWO POINT LOCKING INTO TRACK PER SFB' 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF (SEE LOCK OPTIONS) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE HHA ID L FASTENED TO CENTERNSTILE . HINGE W /(4) EACH #14x5/8" SHEET METAL SCREWS. 7/16" PL'SI-NUT INSTALLED ON ROLLER SHAFT F02 JNRESTRICTED DOOR OPERATION. 14 GA. GALV f TEEL ENO HINGE FASTENED TC END STILES W /(4) EACH 1 /4 "x3 SSELT (4) TAPPING SCREWS. /4 " 2" STEEL ROLLER. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. 14 GA END HINGE END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION VIM Clopay Building Products Company 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS THE 2x6 VERTICAL W000 JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.C., QB WITH 3/8 "x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE TI A E;" FROM BOTTOM AND 24" 0.C. DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, 01410 45202 (513) 381 - 4800 i7 rrt 7 -8 -9 -"1 _ I-- 2" THICK "1L6 PLOT 1..42 11/18/96 LavN rr, CE0¢7 M AWN rmsrlm ADDED MAXIMUM VENT OPENINQ SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) 014x5/8" & SHEET METAL /4" SELF TAPPING SCREWS. 2 -1/4 "x20 GA. GALV. STEEL U- BAR. TWO U- BARS PER SECTION, EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U - W /(2) /4 x3 /4""SSELF ATTACHED TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ U...1 . Q`1 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 91- U t Z2.07-- awizWIv,n• 9 " T1 " DOOR MODELS: 83, 84A, 93, 94 Lawns wow B 101702 -24 1waHranr -' 9'0"W x 8'0"H ALTERNATIVE 5 ■1 ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCI"-E: 114 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS JUL 0 6 2005 /1 Trr N T \ TILLLT TESTING Jr ENGINEERING COMPANY 11.15.1 N.W. J6Lh. St. Sty. 304 VR0b'44 GARDENS, FL 3.018E Phone : (J08)571 -11W0 . Fax : (305)871 -,53, E3- 0006719 WALTER A. TN1IT Jr. P. E. FLORIOA Lit. 44167 HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER C� 4LL(14 ACCORDION SNIT= INC. 940 WEST 84th STREET HIALE4H, FL. 33014 PH: (305)818 -9984, FAX: (305)818 r. N ocstkrhot aAn OLD 02-487 6/1/0' 1 ixsurenose LAX DRWN BY. M.C.V.. 6/1/05 DATE 05 -121 DRAWING No SHEET 6 OF 6 WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION ro GLASS 2'x 4' WOOD PLATE REQUIRED. W000 HEADER REQUIRED 5EE SCHEDULE -FOR M;n. SEPARATION TO GLASS 1/4" 0 LAG SCREWS 06 0. C. W/ 1 1/2' THREADED PENETRATXN TO EXISTING WOOD HEADER ALTERNATIVE 1 •11L:`•1144.1.111 14 / 14 x3'S. S. S. M. S W/ 7/16' 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) hid 1/4' LAG SCREWS 0 6' 0.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING W000 PLATE W000 STUD 0 24 0. C. MAX. REQUIRED. ALTERNATIVE 2 1/4' 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER, 11 14444''. 4Y"48 C , / 14 x 2' S. S. S. M. S. (Typ. TOP Jr BOTTOM) OPTIONAL BUSHING (TOP /BOTTOM) 1/4' 0 -20 S. S. BOLTS W / NUT & WASHER 0 9' 0.C. /14x3 " S. S. M. S. W/ 7/16' 0 x 7/8' LONG' NYLON BUSHING F19 (T roe It BOTTOM) 14 x 2' S. 5. S. N. s. (' roc � dr � , L0170M; Vo / I i � I LEI I j = SEE SCHEDULE t- -FOR Min. SEPARATION TO CLASS 4- W000 HEADER REQUIRED ALTERNATIVE 3 2'x 4" W000 PLATE REQUIRED. / 14x3'5. S. S. M. 5. W/ 7/16' O x 7/8' LONG NYLON BUSHING SEE SCHEDULE FOR Min. SEPARATION ro GLASS 1/4' 0 LAG SCREWS _O 6' 0. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 2'x 4' W000 PLATE REQUIRED. 1/4' 0 -20 S. S. BOLTS 1 • Min W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4' 5. M. S. 0 9` 0. C. ! M. S 7/18' 0 x 7/8 W/ 1 LONG NYLON BUSHING fl (Typ. TOP & BOTTOM) / 14x2 "S. S. 5. M. S. (Typ. TOP BOTTOM) --0or J Sim OPTIONAL BUSHING (TOP/BO rTOM) 1 • Min. 1/4' 0 -20 S. S. BOLTS W / NUr & WASHER 09' 0. C. OR /14 x 3/4' S. M. S. 0 9" 0. C. 1/4' LAG SCREWS 0 6' 0.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING W000 PLATE ALTERNATIVE 4 / 14 x2'S S S M. S. OPTIONAL BUSHING /14 x 3/4' 5. S. S.M.S. 0 12' 0. C. 1/4' 0 -20 S. S. BOLTS W/ NUT it WASHER 0 9" 0. C. OR /14 x 3/4' S. M. S. 0 9' 0. C. 1/4' LAG SCREWS' 0 8' 0.C. W/ 1 1/2" Min. THREADED PENETRATION 70 EXISTING W000 PLATE 14 x 3/4' S. M. S. 0 6' 0. C. SEE SCHEDULE FOR Min. S£PARA t co ss - --SEE SCHEDULE L FOR Min. SEPARATION TO GLASS 1/4" 0 x 1 1/2' LAC SCREWS 0 4' 0. C. W/1 1/2" Min. THREAD PENETRATION TO EXISTING 14000 DECK. r 15 L ALTERNATIVE 1 ALTERNATIVE 2 WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED / 14 x 3' S. S. S. M. S. W/ 7/16' 0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14 x 2' S. S. S. M. S. (Typ. TOP BOTTOM) 1' x 4' x 1/8" (Min.) 6063 -T6 Alum. TUBE W/ (3) 5/16' 0x4" LONG LAC SCREWS TD EACH RAFTER OR TRUSS. LOCATE SCREWS' AT MIDWIDTH OF EXISTING W000 MEMBER, (2' Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. 1/4" 0 x 1 1/2' LAG SCREWS 0 4' 0. C. W/1 1/2" Min. THRE4DE PENETRATION ro EXISTING WOOD DECK. OPTIONAL BUSHING (TOP /BOTTOM) /14 x 3/4" S. M. S. 0 12'0. C. 2' x 6' W000 DECK REQUIRED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTIONS Q SCALE: 1/4'-'1 ' LP F ' WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • NOTES 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS TFLAN OR EQUAL TO 75 p.a.f.. AND 9' -0" Max. SHUTTER SPAN. 2. FOR NEW 14000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SP£CIF7C DENSITY OF 0.55 OR EQUAL ALTERNATIVE 3 PRODUCT iEPD . cotoply rg with the 11xlyi 3IIidS' .Arccp77 cefta - 0 2. .03 €1 £xp rstioa ¢y° 20 1/ I A.M. • .t;/ y' " 4 et C2cii1'a;i By Miaii21 Dad ilirisioa o 2 41 OPTIONAL BUSHING 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) F.B.C. (High Velocity Hurricane Zone) DESIGN LOAD MAXIMUM MAXIMUM SHUTTER SPAN FOR SECTIONS c "L" (rt.) MINIMUM SEPARATION TO CLASS (in.) ALL SECTIONS C & C1 5' -0" OR LESS • .* 40 14' -1 " 12' -5" 3' 3" 45 13' -8" 11' -8" 3 3" 50 13' -0" 11' -1" 3" 3" 55 12' -5" 10' -7" 2 3/4" 2 1/2' 60 11' -10" 10' -1" 2 3/4" 2 1/2" 65 11' -5" 9' -9" 2 3/4" 2 1/2" 70 - 11 -0" 9' -4" 2 3/4" 2 1/2" 75 - ( - 7" (9'-1" ' 23744" 2 1/2" 80 10' -3" 8' -9" 2 3/4" 2 1/2" 85 10' -0" 8' -6" 2 3/4" 2 1/2" 90 9' -8" 8' -3" 2 3/4" 2 1/2" 95 9' -5" 8' -0" 2 J /4" 2 1/2" 100 9' -2" 7' -8" 2 J /4" 2 1/2" 105 9' -0" 7' -4" 2 3/4" 2" 3' -9" 7' -0" 110 2 3/4" 2" 115 8' -7" 6' -8" 2 3/4" 2" 8' -5" 6' -5" 120 2 3/4" 2" 125 8' -J" 6' -2" 2 3/4" 2" 130 8' - 5' -11" 2 3/4" 2" 135 7' -10" 5' -8" 2 1/4" 2" 140 7' -6" 5' -6" 2 1/4" 2" 145 7' -3" 5' -4" 2 1/4" 2' 150 7' -0" 5' - 1," 2 1/4 2 " 155 6' -10" 4' -11" 2 1/4" 2" 160 6' -7" 4' -10" 2 1/4" 2" 165 6' -5" 4' -8" 2 1/4" 2" 170 6' -2" 4' -6" 2 1/4" 2" 175 6' -0" 4' -5" 2 1/4" 2" 180 5' -10" 4' -3" 2 1/4" 2" 185 5' -8" 4' -2" 2 1/4" 2 " 5' -7" 4' -1" 190 2 1/4" 2" 195 5' -5" 3' -11" 2 1/4" 2" 200 5' -3" 3' -10" 2 1,/4' 2" 205 5' -2" 3' -9" 2 1 /i" 2" 210 5' -0" 3' -8" 2 1/4" 2" 215 4' -11" 3' -7" 2 1/4" 2" 220 4' -9" 3' -6" 2 1/4" 2" 225 4' -8" 3' -5" 2 1 /4 ' 2' 230 4' -7" 3' -4" £ 1/4" J 2" MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0" OR LESS 5' -0' TO 8' -6" 5' -8• TO MAX. ALLOWED 5' -0' 072 LESS 5'-0' TO 8'-6" 8' -6' TO MAX. ALLOWED FROM 40.0TO60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60,0 TO 75.0 9 9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75,0 TO 90.0 9 9 9 9 6 5.5 9 9 9 9 9 8 9 9 9 9 9 9 FROM >90.0 TO 120 9 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 .9 - 9 9 - 5 4.5 - FROM 9 9 - 8 6.5 - > 120.0 TO 170 9 9 _ 9 9 - FROM 9 9 - 4.5 4.5 - FROM 9 9 - 6.5 6.5 - > 170.0 TO 230.0 9 9 - 9 9 - MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTEiLSPAN 5' -0' OR LESS 0' 0 8' -6" 8' -6" TO MAX, ALLOWED .75 9 9 8.5 FROM FROM 40.0 TO 60.0 9 9 9 9 9 40.0 TO 60.0 9 9 9 9 9 9 (s , 8 FROM 9 9 8 60.0 TO 75.0 9 9 9 9 4 9 8 7 FROM 9 8.5 7.5 >75,0 TO 90.0 9 9 9 9 8.5 9 6 8 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 9 7.5 6 - FROM 75 6 - > 120.0 TO 170.0 9 8.5 - 7.5 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR C31?''' l 2 1/2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING , TAPCON OR MAXI -SET TAPCONS C31?''' CAIN" " -- 3000 psi. (MIN.) CONCRETE 2.5" CRETE - FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" MAXIMUM DESIGN LOAD "W" (p.s.f,) WALL M0KTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 0' OR LE S � 5' -0' TO 8' -6" 8' -5" TO MAX. ALLOWED 5' -0' OR LESS 5' -0' TO 8' -6" 8' -6" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 g g 9, 9 9 9 FROM >60.0 TO 75,0 9 9 9 9 4 3 M 60.0 FR0 TO 75.0 9 9 9 9 5,5 5 9 9 9 9 8.5 6.5 FROM >75.0 TO 90.0 9 8.5 8.5 9 - - 9 8.5 8,5 9 4 4 9 9 9 9 5.5 5.5 FROM >90.0 TO 120.0 9 75 7.5 4.5 - - 9 7.5 7.5 6,5 3.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - 3,5 3.5 > 120.0 TO 170.0 9 9 9 - 5 5 - FROM 8 B - - - - >170.0 TO 230.0 8 8 - 3.5 3.5 - 9 9 9 - 5 5 - MAXIMUM DESIGN LOAD "W" (p. WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0" OR LESS 5' -0' TO 8' -8" 5' -8" TO MAX. ALLOWED 5' -0' OR LESS 5' -0' TO 8' -8" 5' -8' TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75,0 9 9 9 9 6 3.5 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 FROM >75.0 TO 90.0 9 9 9 9 4 3 9 9 9 9 5.5 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120.0 9 7,5 7.5 7 - - 9 7.5 7.5 9 3.5 3.5 9 9 9 9 5 5 FROM 9 7 - 3 - - 9 7 - 4.5 3 - > 120.0 TO 170.0 9 9 - 6.5 4.5 - 7 7 - - - - FROM 7 7 - 3 3 - > 170.0 TO 230.0 9 9 - 4.5 4.5 - MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAI "L" SCHEDULE, (VALID FOR SECTIONS 3). B1,B2,C & C1 ONSHEET2 NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GNEN OPENING. IF NEGATNE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITNE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. * FOR SHUTTERS INSTALLED WITHIN THE FIRST .0' 0" E'_EVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. ** FOR SHUTTERS INSTALLED ABOVE 30' -0" ELFVATQN O' HUI! DIN(;, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RA11NG "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR ING (in. SCHEDULE. + (VALID FOR SECTION( ON SHEET 2), MAXIMUM DESIGN PRESSURE RATING "W" (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + ( VALtD FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RA11NG "W" (p "s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS ' 81, 82 ON SHEET 2). JUL 0 6 2005 IL I E C O INC TILLJT TESTING & ENGINEERING COMPANY 6.355 N.W. 38th. St. See. 305" 4g0# GARDENS. F7. 33168 Phone : (1051 ,4 071 -1530 . fax : (305)871 - 1311 ES- 0006719 WALTER A. TKLT Jr'. P. E. FLORIDA Lic. 44167 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTION ANCHORS LEGENQ MN. No HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER C,ALlf bl ACCORDION $MJTTE % MC. 940 WEST 84th STREET HL LEAH FL. 33014 PH: (305)818 -9984, FAX: (.305)818 -9987 mean 01.0 02-487 DAX 8/1/05 C ON SHEET 3). A[1: N* 1 TAPCON OR MAXI -SET TAPCONS CALK -I N CRETE -FLEX SS4 a .OourT ? ?.;; M,' ' ..s..� a Balding Ac ptooc ?1';3,06 E -O EapirEte ;n D1,1,26 BY- nami Division F. B.C. (High Velocity Hurricane Zone) DESCRIPTION • :,1 C4:Si4FSi ax DRWN BY: 11. C. V. 6/7/05 DATE 05 -121 DRAWING No SHEET 5 OF CONCRETE ANCHORS 0 18' 0. C. POURED CONCRETE REQUIRED 3/8'0 HOLE FOR LOCKING PW AT -- STACKING POSITION (LOCATION VARIES) (O NOTE : SECTIONS SHOWN CAN SE COMBINED TO SUIT ANY INSTALLATION. SECTION E SCALE : 3/8' = 1" J0or (SEE NOTES) /14 x 3/4' S. S. S. M. S. OR 3/16" 0 Alum. POP RIVETS 0 9' 0. C. (Typ.) 2'x 2`x.125' ALUMINUM ruse (op r/ONAL) 61 SECTION 01 (& MULTIPLE SHUTTERS) SCALE : J /8" = 1' O (OPTIONAL 2 " x 2'x.125' ALUMINUM TUBE O U O I 1 I L- 1 -�� • x 1 C an t Sur n. . /14 x,* / Al u S . ANGLE S. M. S 01? 3/18" s Alum. POP RIVETS 0 9' 0. C (Typ.) 1 ' x 1 ' x .062' Cont. Alum. ANGLE or'�' (EE£ `COTES) (OPTIONAL) SECTION E 1 SCALE : 3/8' = 1' SECTION D SCALE : 3/8' = 1' 411)or © (SEE NOTES) (oP n0NAL) ® CR © °R + O ® o rOJ (SEE NOTES) 2' x 2' x .125' ALUMINUM TUBE SECTION E2 SCALE : 3/8" = 1' (OPTIONAL) (SEE NOTES) ONE SIDED SECTION : END CONNECTION DETAIL SCALE : 3/8' > 1' 1 • x 1' x .062' Cont. Alum. ANGLE /14 x 3/4' S. S. S. M. S OR 3/16' 0 Alum. POP RIVETS 0 9' O. C. (Typ.) 1'x 1 "x .062' Cont. Alum. ANGLE JUL 0 6 2005 (OPTIONAL) o r©J (SEE NOTES) CONCRETE ANCHORS EA. ANGLE J/8 "0 HGLE FOR LOCKING* PIN AT SrACK7AC POSITION (LOCATION t45PoES) CONCRETE ANCHORS 0 18' 0. C. POURED CONCRETE REQUIRED (4) 3/16" 0 Alum. POP RIVETS OR I 14 x 3/4" S. M. S. (17p.) ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE REQUIRED CONCRETE ANCHORS O 18" 0. C. /14 x 3/4' S. M. S. OR 3/16 0 ALUM. POP RIVET ® 9' 0. C. ]k1' 0R 1 OR 1 1 /2 "x 1 1/2" OR 1 1/2' x 2' OR 2' x2'0R2 "x3 "OR2 "x 4' OR 2' x 5' x .055' Min. THICK Alum. ANGLE 2" x 2' x .125" OR 3' x 3' x .090' Alum. TUBE POST (6063 -r6 ALLOY) 2' "x.125'r TUBES' SIZE Alum, ANGLE (2 REQUIRED) EDGE Of SLAB OOR ©0R ©0R O + © OR ® 0R /1Tr3 T1LLT TESTING &ENGINEER /NC COMPANY 6555 N.W. IBM. 5L Ste. 305 NR0NiA 04RDE* q, -1.11$5 Plane : (305 - 13.10. Far : (305)871 -1531 EB- 0006719 WALTER A. TILLIT Jr. P. E. f1 nalna 1 .. 1 14157 NOTES FOR LOCKING OF®H & 1 - PUSH BOTTOM LOCK ✓ MAY BE USED FOR INSTALLATIONS SECURED FROM TH OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING ® FR M THE OUTS /DE, A 7 /B'0 HOLE SHALL BE DRILLED AT AND OJ MUST BE RIVETED FROM THE BACK OF H TO THE FRONT W/ (2)3/16'0 ALUM, POP RIVETS. A 3 8 Q HOLE MUST THEN BE DRILLED AT © TO ALLOW FO J P/ TO PASS THRU. WHEN /NSTA LING J FROM THE INSIDE, J MUST BE RIVETED TO W/(2)3/16 0 ALUM. PO RIVET A 3/8'0 HOLE MUSTT THEN BE DRILLED THRU H AND TO ALLOW FOR (S PIN TO PASS THRU, 2- 5 /16 "x1 " LOCK MAY BE USED ALTERNATIVELLY TO J LOCK FOR INSTALLATI S SECURED FROM THE OUTSIDE OR NS /DE THIS OF SHUTTER. TAPPED TO ACCEPT 18 1'HR&4 S D PER 0 INC O H MACHINE BE 1'x1' OR 1'x2 OR 1 1/2" x 1 1/2' OR 1 1/2' x 2' OR 2' x 2' OR 2' x 3 OR 2" x 4" OR 2' x 5 " x .055" Min. THICK Alum. ANGLE SCALE : 3/8' = 1" BY ft/clatgl €;ad ID'.vislaa CONCRETE ANCHORS ® 9' 0. C. POURED CONCRETE REQUIRED /14 x 3/4' S. M. S. OR 3/16 0 ALUM. POP RIVET 09 "0.C. ALTERNATE CLOSURE DETAIL W / CD PRODUCT ttENE11713 Bing CE,--:... , A .kCCS.p13lc3 OWI2 Eirdi-az pa: 2-1E0 2.,C,.."4 11..c N.. vdL:t1 i.e itae'D F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORD /ON SHUTTER C24LLEJA'S ACCOIPAIOH S'UTTER$ INC 940 WEST 84th STREET HIALEAH, FL 33014 PH: (305)818 -9984, FAX: (305)818 - 9987 RN. N. XXCMr1IAN 1 aor 1 RtK Ne 1 a CIIII1100 CAR 010 02-457 1$/1/05 1 1 DRWN BY. M.C. V. 6/1/05 DATE 05 -121 DRAWING No POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO CLASS CONCRETE ANCHORS (SEE SCHEDULE) SCALE: 3/8` = 1" 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 9' 0. C. OR /14 x J/4" S. M. S. O 9' 0. C. 1 ' Min. / 14 x J ` 5. S. S. M. S. W/ 7/18" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & I BOTTOM) MTh. fIA II II 11 11 LJ 1/4" 0 -20 S. S. BOLTS W/ NUT • WASHER 0 9' 0. C. OR /14 x J/4" S. M. S. O 9' 0. C. BUILD--OLiT IM.STALLAT /08 — SECTION C / 14x2'S. S. S. M. 5. (Typ. TOP & BOTTOM) © or Ci OPTIONAL BUSHING TOP /807T0u) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO CL{SS 1/4" 0 -20 S. S. BOLTS W/ NUT A. WASHER 0 .9 0. C. j 14 x3 "S.SS SM. S. W/ 7/16' 0 x g ia 7/3' LONG NYLON 1 BUSHING (Typ. TOP & I 1 BOTTOM) I I II II I u BUILD —OUT INSTALLATION — SECTION C1 SC.41£ : 3/8' = 1' / 14x2'S. S. S. M. S. (Typ. roe & BOTTOM) ©or ` G n II I I "4 I I �� � I I OPTIONAL BUSHING n I _ T0P /80170M) /14 x 3/4' S. M. S. 0 12" 0. C. " Min. 1/4" 0 - 20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x .5/4" S. M. S. O 9 "0. C. 1 i II OorjOR #®or j org 0 iILIE C O INC. T1LUT TESTING & ENGINEERING COMPANY ' J53 N.W. MA. St, Ste. 303, NRC6 4 040000. 01 . 33266 Plwne : (.1036 7 1 -1330 . fax : (305)871-15.31 EB- 0006719 WALTER A. T1LUT Jr. P. E. FLORIDA Lie. / 44167 r TOP / BOTTOM (0Pn)0 al: 14 F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER CALLI 4 ACCORDION SWUM /INCH 940 WEST 84th STREET HIALE4H, FL 33014 PH: (305)818 -9964, FAX (305)818 -9987 DatitrraN DAN OLD 02 -467 i 6/1/05 1 oGt ccwtr/xrr SEE NOTES ON SHEET 4 OF 6 FOR LOCKING SPECIFICATIONS DA1t DRWN BY. M.C.V. 6/7/05 DATE 05 -121 DRAWING No 511EE7 J OF 6 CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE r-- -FOR Min. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED A LL 0 INSTALLATION ? SECTION A SCALE : 3/8" = 1' / 14 x 3" 5. S. S. M. S. W/ 7/16" 0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2 "S. S. O S. M. S. (T TOP & BOTTOM) II I I II II L- © or J 1 I F \11 I„I I I O BUSHING 4[ 131 TOP/BOTTOM) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) 0 r Ar ArivAk POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO cuss REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) / 14 x 3' S. S. S. M. S. w/ 7/16* 0 x 7/8* F i LONG NYLON BUSHING (Typ. TOP J< BOTTOM) CEILING & FLOOR MOUNTING INSTALLATION SECTION B SCALE : 3/8' - 1 EDGE OF SLAB /F APPLICABLE / 14x2 "S. S. 5. M. S. (Typ. TOP & BOTTOM) or Cit OPTI0NAL BUSHING TOP/BOTTOM) 14x3/4'S. 5. S.M. S. 0 12" 0. C. EDGE OF SLAB IF APPLICABLE JUL 0 6 2005 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED J / 14 x 3" S. S. S. M. S. rill W/ 7/16' 0 x 7/8" LONG O II .■ &BOTTOM) NYLON BUSHING (Typ. TOP OPTIONAL 1 7 1U / 14x2`5. S. S. M. S. (Typ. TOP & BOTTOM) ()or SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE CONCRETE ANCHORS REQUIRED (5EE SCHEDULE) SCALE : 3/8" = 1" a no 1 CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 EDGE OF SLAB IF APPLICABLE EDGE OF SLAB IF APPIJC4BLE IILIE C O INC. CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) TJLUT TESTING & ENGINEERING COMPANY 6.155 N.W...Mth. SL Sae. 305, Y1R12MNA 0,4170.04 FL 33188 Phone : (305)871 -1330 . Fax : 1303)871 -1531 £B- 0006719 WALTER A. TKUT Jr. P. E. FLORIDA Lk. / 44167 SEE SCHEDULE —! FOR Min. SEPARATION ro GLASS int SCALE : 3/8" = 1' POURED CONCRETE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER CALLE%L4 ACCORDION SHUT= 940 WEST 84th STREET HIALEAh FL. 33014 PH: (305)818 -9984, FAX: (305)818 -9987 8a *pTMi 0A7r Dry. N. DCSGN1k1N OLD 01 -487 6/1/0.5 .4 POURED CONCRETE REQUIRED DOE OF SLAB IF APPLICAR F / 14 x 3* S. S. S. M. S. W/ 7/16" 0 x 7/8` LONG NYLON BUSHING FIIl (Typ. TOP & BOTTOM) /14x2' 5. S. 5. M. 5. (Typ. roP A BOTTOM) r OPTIONAL BUSHING TOP /BOTTOM) EDGE OF SLAB IF APPLICABLE PROD ; i- Cor lad,-;; i 1.. -. I$tild ng, C & AiCLp180E- N•, O 6 — By Mara/ Da& Division, ineL:C Control ORWN BY. M.C.V. 6/1/05 DATE Z.. o3 05-121 DRAWING No SHEET 2 OF 6 I, 0 .. 727" I_ ,125' .250 • D* FLOOR SILL SCALE : J/8" • I' WALL HEADER (dr INVERTED) SCLLE : 3/8" > 7 © M LE /FEMALE BLADE SCALE. • J/8• . 1" 5' Max. AS APPLMABL£ ()ALUMINUM ANGLE SCALE J /8" ■ 1• - 1..338" - 1.043 .591 "- .068 "-- TYP. 7.000 Max. AS APPLICABLE © ALUMINUM ANGLE SCALE 3/8 • • . 7'1_ 2.362 2.066 "--- - 7.191 • -i 3.700" (2)HOLES FOR 3 /16'0 ALUM. POP RIVETS .068 TYP. 500' ?VP, THRESHOLD TRACK SCALE: 3/8'. 1• 0 .90.3" - 1 � 10 1 ,075 1.250 •-� .505" ®B CEILING HEADER SCALE : J /8' • 1" -. -792" 1.109 2.474 OJ BIrriiICKEL PLATED P TTVj LOCK in . 080" - I T - 2.045' 1.674' 3.879' . 3 13 1 .515, �E DJUSTABLE SILL ADAPTOR SCALE : 3/8 • = 1 3.2.34" • © WALL SILL SCALE : J /8" f J.09J • 5/1B" -18 S.SM.S. .430'0 d L - � g n - rr.59D Il,5��1 KNOB � �1SA0' 0� 5/16 %1 " S.S. .S. /PLASTIC KNOB LOCK (j ) 90' STARTER SCALE' 3/8 • - 1' 4.371 3.316' CENTERMAT£ BLADE SCALE. J /8" • 1 6" MIN. /l 0xl /2' S. 5. THLM8SCREW L KOC ING PIN (OPTIONAL) scA _ JUL 06 200 COMPONEN TS 111 1 882" JJJ 180' MALE STARTER SCALE: J /8" - I .080" 2.142' 3.431 " MALE CENTERMAT£ SCALE: 3/8' 1" T - � .718' INTERIOR HANDLE (OPTIONAL) S dz 3/8" . I" 1 . ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS SEEN VERIF7ED FOR CODE COMPUANC£ IN ACCORDANCE W /11-1 THE 2004 EDITION OF THE FLORIDA BUILDING 000E. DESIGN W1ND LOADS SHALL BE DETERMINED AS PER SECTION 1 620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D, AS TESTED, WERE NOT OVER STRESSED, A MX INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS Kt USED IN THEIR ANALYSIS. HOWEVER, FOR LAG SCREWS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.7.4 OF THE ABOVE MENTIONED CODE PER TAS -207, TAS -202, AND TAS -203 AS PER CTL REPORT N' 00 -060. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 7 4 x 3", 4 l0 -HT MINIMUM SERIES W/ 735.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SKILL BE COATED WITH ?MAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507, WEST CHESTER PA. 1 938 1. 3. ALL ALUMINUM EXTRUSIONS SHALL 8E 6061 -T6, 6005 -T5 OR 5105 -T5 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy -35,0 ksi: 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 SERIES W/ 50 ksi YIELD STRENGTH ANO 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY W ITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -74 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A TO EXISTING POURED CONCRETE. - 1 /4 • 0 TAPCON AND 1/4 0 MAXI - SET TAPCON, AS MANUFACTURED BY LTW. BUILDER. - 7 /4 0 CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: A. 7) MINIMUM EMBEDMENT OF TAPCON ANCHORS N/0 CRETE FLEX S54 ANCHORS INTO CONCRETE IS 1 3/4 ". A.2) 7/8" CALK -1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMN ILU, 1 /4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AJ) IN CASE 77-0T PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS S/-L4LL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEN /N0 SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A 1 & A2 ABOVE. (B) TO EXISTING CONCRETE BCOCK WALL: - 1/4 0 TAPCON AND 1/4'0 MAXI -SET rAPCON, AS MANUFACTURED BY 1..T W, BURDEX. - 1/4" a CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: 8. 1) ,MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND CRETE FLEX SS4 ANCHORS INTO T71E CONCRETE BLOCK UNIT SHALL BE 1 1/4 ", 9.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO TIE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 7 MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4' MIN /MUM FOR ANCHORS MENTIONED IN B.1.), & 7/8 FOR ANCHORS MENTIONED IN B.2.). (C) ANCHORS SHALL B£ INSTALLED FOLLOWING' ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. SHUTTER'S COMPONENTS ARE PATENT PENDING, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF T7-V£ STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR N000 FRAME BUILDINGS 10. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL 8£ PLACED ON THE EXPOSED SURFACE OF CENTERMATE BLADE (COMPONENT 0 ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. PERFORMANCE SYSTEM 1 ACCORDION SHUTTER" CALL£JA'S ACCORDION SHUTTERS, INC. HIALEAH, FLORIDA MIAMI- DACE COUNTY PRODUCT CONTROL APPROVED. 7 (o) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJEC le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY Ar SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO TIE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER PA' SITE SPECIFIC DRAWINGS FOR RENEW. (e) P115 P.A.D. SHALL BEAR THE DATE ANO ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. /1r rrE NC. \ TILL/T TESTING & ENGINEERING COMPANY 8355 N.W. 38111. SL Ste. JO5, VIRGINIA CARD ENS. R. 3.568 Phone : (305)871 -1550. Fax : (305)871 -1531 £B- 0006719 WALTER A. r/LUr Jr. P. E. FLORIDA Lk. / 44167 ,en: rl. a LABEL SHALL READ AS FOLLOWS.' By Adiaral Doe Divisioa F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER CALCEJA'S ACCORDION SfK/TT1 INC. 940 WEST 84th STREET HIALEAH. FL 13014 PH: (305)818 -9984, FAX• (305)818 -9987 OLD a2 -487 DU[ 8/7/05 An. N• PRODUCT RENEVVID sa complying 7AiIJ S i3 F M13 OukH ,g Ctde A4C pt20eeNood -d' / E><pt,la4ioo D2i8 o / n EL/ DEepMiNN THE FEMALE 1147r DRWN BY :: M.C.V. 5/1/05 DATE 05 -121 DRAWING No SHEET 1 OF 6 1 a., 5 MEMO MEE 1 1 � W ME N TI~t TR1J88ge MIJST NOT 1lIrAR Qi�t 'AI�IYj INTgRIofl WALL. Oft. pARXI -l0N �UNL UNEASE; 0EEtc qw Fon (i eige flare #Os sit?i(ity of thlt Qes tr.litiV.fdi sees are 43utw1ed to ‘.*0 olvint ` requtr d t ed a A.j '-Y PMMAL OVERHANG' NOTet . Off eACKCHARc3 8 WILL a HQNQREQ.. 1 l361O1 ; ..MADIC WITHIN to DAYS EOLL(?WIN6 pELLVERY. NOTE. ALL 15)M OStON3 MUST 1§13 CIOCKE6 ANP VERIFIED ey., SL Q'R:x 83 CONST. • tip: +4.c c:r1