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1053 NE 91 TerrUNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS 0 LAP x . P 1 4 1 4 losx st Mgt - getl, ti X r bRAI 3 :XS 38xsv- tf f( / ii f if 3 1., x Lrkf iN4 (' ic a 3I XSA /1 It /t t/ x I'ir 3sxS it ff if ,, )( 1AT at xLf/ is ,t // C9) t/ X .KO TIN qt /1 /f // S " '� U &ra4k'J 13.,,,H . ex S'a 38X40 /, if /, rt If v l kl x t( A 73)04 T tx,s'a- ti ft it CUSTOMER NAME PAf7I/EL 0, SL/MA/1/ JOB ADDRESS BILLING ADDRESS /0(3 N/ F. l / a 7bee., /Lt /AM/ • 6 P- , 33 /Td' TELEPHONE (#6 727 — 374a PROPERTY OWNER Yer OTHER PHONE (CO 3 4 i- Lt et g$r 3 °J We propose to furnish and install the following: 64P = , Dog 'f F/rriztActo &LI fW /�v Products are to be installed on the premises situated ��ii�n�� Lot Block / Sub Division Wi Special Instruction: c� T oR�i P4/J ROL -5 P13 c —/ ( ( TH AY OF Sa es ROLLADEN INCORPORATED S� TOTAL AMOUNT OF CONTRACT DEPOSIT- 1/3 MINIMUM REQUIRED 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately / to /4, weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Is electrical labor for m tor and switch installation by Rolladen included in this price? YES ❑ NO Ok Is high work required? YEW] NO ❑ Floor of Building: t l have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required (Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1 Y2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address in spacee provided at top of form.) County, State of &el owned by Purchaser and descried as: Folio # /f • 7aQ1= QO /- Ot* CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN X COPIES, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER, , 19f/. (X) MAIN OFFICE ORDER NQ, qc l r 3 1 O' L CUSTOMER 0, PurchasignJderejr� (Purchaser Sign Here) (X) (Accepted & Approved) Page _/ of J\ UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS 0 k'O" IS 6I2-R44 3usa F ap/ 36(.r,E ., �� // >C If 3.8 Xsa 1 / / ( // I3 0 )( fl AU- o) x 443 // if # 14 1/ K tasRAll xio /f it $ 6 o , ".. 0 3$1C S"'a" !l tt r ,- CUSTOMER NAME /7,'»iik_ 0t SU/W4N' JOB ADDRESS g'Aitig BILLING ADDRESS /053 Ne ?/ 7 L- /4l1 r rtfo 7ffir4 33 /3Ep TELEPHONE OTHER PHONE We propose to furnish and install the following: TOTAL Rear Indicate by number counter clockwise ® Omit Front .�I Special Instruction: Is electrical labor forC m to nd switch installation by Rolladen included in this price? YES ❑ NO iz Is high work required? YES l NO ❑ Floor of Building: , I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund° as required (Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1 Y2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES _ NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed on the premises situatbd in Pi County, State of owned by Purchaser and described as: Lot Block Sub Division T CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVEREDTO, AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER, THI ,. DAY O F , ,u 1 ROL -5 (Salesman) (Accepted & Approved) ROLLADEN INCORPORATED (X) MAIN OFFICE PROPERTY OWNER c4e- -# d7$ TO ' _ OUNT OF CONTRACT DEPOSIT - /3 MINIMUM REQUIRED ORDER NO. C: \ C I A v - CUSTOMER ye 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER 1 to weeks Installation to begin in approximately from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Folio # Q �� (Purch S gn1 Here) (X) (Purchaser Sign Here) $ roa $ ?'So, oa u Page 2— of Shutter Schedule # Width Height Zone Product Anchor Anchor # Widtth Height Zone Product Anchor 1 39 7{14 �i 4L � 1'l_'t : 11 y� 3 •O Co E , Q 2 r $ ( 9 0 y 12 ..„1034 q 3 3 9 a �Oo 13 doyg Ito 4 22 0 c7 1 �0 ) � � 14 G L 5 j . Z IT i t 15 Irv% 397Q (D I 6 J x ig 7 16 7 ( 7% Go ,� 7 8 39 �� y 18 9 l� 6/ 19 10 37 % CO 0 V p EAR . 20 \ Customer: c f t`r1 R►J 1 n l G L. /DSO NE RI TARRAC.e. (x'1) S/.,<121 ?ds FL- 331 Criteria Data Mean Roof Height. Exposure: Roof Slope: /0 Elevation: End Zone: AfO WIND CHART Design Loads Positive 3C0 . Negative Int. Zone: C2 Negative End Zone: Rolladen Shutters 5 45 Contract #: Color: Date: -R11-1169 99A-P 3 i 0914 asiis 3 a U1 O (- tDi [ 01 45 ROLLADENS CUSTOMERI'�IAN A4^IIEL 1053Nt917Zek. tv114,Si4tAes PL 33 ,' C PANELS A: TOP TRACK BOTTOM TRACK REMOVABLE B.O. O. n. SLL ! PANELS A:_ TOP TRACK BOTTOM M TRAGIC REMOVABLE B.O. O. n. S� coraRAcr # 99# 31094 COLOR 36 / LtS 39 X-- i PANELS TOP TRACK \IV /411 BOTTOM TRACK ^ /41•1' REMOVABLE B.O. o. n. Si+ I 37 i PANELS ! PANELS DATE ! PANELS A:_ TOP TRACK W 4 BOTTOM TRACK Nl 441 REMOVABLE -.- B.O. O. H. 5'�{ r - 39-- A: stkilfq z W W Z �o TS ROLLADEN SHUTTERS rp CUSTOMER Su I l 4/�t +� L b I CON G/ TRACT # 9 31 D `D A1a 9f — a" COLOR 43E117 tJlASJI P/ 33m e) # PANELS TOP TRACK BO IOM TRACK REMOVABLE B.O. # PANELS 10 A: ..394 -- i A: TOP TRACK i BOTTOM TRACK REMOVABLE B.O. # PANELS B.O. A: TOP TRACK \f � A l.\ BOTTOM TRACK k`^4 A \ REMOVABLE O. n. yoZ Siff O t -- 39X- - # PANEL5 TOP TRACK BOTTOM TRACK REMOVABLE # PANELS DATE Vi9/11 A: # PANELS A. TOP TRACK BOTTOM TRACK REMOVABLE y� Ln 0 L -� Z w W Z C rn Z -O L N 'LI 0 Z Q J < 0 M J Z cc t J N Q 91 ^ ER ENLY N15 ROLLADEN SHUTTERS CUSTOMER GAMA14 .144 54- J0s3 hlc 9/ 7 ig ! ► f1- 5h' Y! 3313$ / PANELS A : _ TOT T BOTTTOM M TRACK REMOVABLE B.O. O. n. WA. C f PANELS A: _ TOP TRACK BOTTOM TRACK REMOVABLE B.O. 0. M. CONTRACT # COLOR qq ,+p o9y .15e/6 6 8 PANELS A: _ TOP TRACK BOTTOM TRACK REMOVABLE B.O. 0.11. O I PANEL5 A: 5 TOP TRACK BOTTOM TRACK REMOVABLE B.O. 0.h. DATE PANELS A. TOP TRACK BOTTOM TRACK REMOVABLE --- B.O. O. „. S4/ O 09l99 I PANELS A:^ TOP TRACK BOTTOM TRACK REMOVABLE B.O. 0. H. Ln z 0 L W W Z < . o Oj O: Z J — m W rn Z -O N J O Q < 0 M J Z 0 O < cr �f1 Q / —^ ER NTS BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE C ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. MEAN ZONE ZONE ZONE ZONE ZONE ZONE ROOF ELEV 4 &5 4 5 4 &5 4 5 5 6 7 FEET + - - 15 ' . 36.3 __ 39.5 39.0 42.5 50.3 54.7 32.7 35.5 35.1 38.2 45.3 49.2 20 25 42.2 45.4 58.5 38.0 40.9 52.6 30 44.5 47.8 61.6 40.0 43.0 55.4 35 46.3 49.8 64.1 41.7 44.8 57.7 40 48.1 51.7 66.6 43.3 46.6 60.0 45 49.9 53.7 69.1 44.9 48.3 62.2 50 51.3 55.1 71.0 46.2 49.6 63.9 55 52.7 56.6 72.9 47.4 51.0 65.6 60 54.0 58.1 74.8 48.6 52.3 67.3 BUILDINGS GREATER THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D MEAN ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ROOF ELEV 5 6 7 ' 5 6 7 5,6,7 5 6 7 FEET + - - - + - - - 10 28.6 42.8 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 31.1 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 45.3 30 34.9 49. 49.1 40 37.9 52.0 50 40.4 54.4 60 42.5 56.4 80 46.2 48.5 79.4 110.3 59.8 62.8 102.8 142.7 100 50.7 53.2 86.2 119.1 62.5 65.7 107.5 149.3 120 51.9 54.5 89.2 123.9 64.8 68.1 111.5 154.8 140 54.2 57.0 93.2 129.4 66.9 70.2 114.9 159.7 160 56.3 59.2 96.8 134.5 68.7 72.1 118.1 164.0 180 58.2 61.2 100.1 139.1 70.3 73.9 120.9 167.9 200 60.0 63.1 103.2 143.3 71.8 75.4 123.4 171.5 220 61.7 64.8 106.0 147.3 73.2 76.9 125.8 174.8 240 63.2 66.4 108.7 151.0 74.5 78.2 128.0 177.8 260 64.7 68.0 111.2 154.5 75.7 79.5 130.1 180.7 280 66.1 69.4 113.6 157.8 76.8 80.7 132.0 183.4 300 67.4 70.8 115.9 160.9 77.9 81.8 133.9 185.9 320 68.6 72.1 118.0 163.9 78.9 82.9 135.6 188.4 340 69.8 73.4 120.1 166.8 79.8 83.9 137.3 190.7 360 71.0 74.6 122.1 169.5 80.8 84.9 138.8 192.8 380 72.1 75.8 124.0 172.2 81.6 85.8 140.4 194.9 400 73.2 76.9 125.8 174.7 82.5 86.7 141.8 196.9 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON- COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. GCPI FACTORS NOT INCLUDED NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 - aat 111999 -- THIS DOCUMENT IS NOT VALID 1RTHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88 SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS de PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 a fc TS -20 MINIMUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN H IN. _ DESIGN LOAD = Pd = PSI FACTOR = K = Pd /100 IN READING FROM SPAN DEFLECTION CURVE = D = IN. DEFLECTION AT Pd = KsD = IN. MIN. SEPARATION READ. = K +D +1" = IN. PANEL SPAN UPTO SEPARATION 96 -1/2" 2 -1/4" 3 -3/4" 131' 145" 5 -1/2" FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WANE ■AROE MLSSILE IMPACT REQUIREMENT. • LL m 0m o . J H z 0 H u1 w ., • w 63— 60 70 80 90 100 110 120 PANEL SPAN - INCHES FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. EXTRUDED PANEL (RON 59 ALUMINUM .068 130 PANEL PERFORMANCE CHART EC ATI VE LO VE LO 1111,,., ,1 1 PO 1,,, 11.... 1 ...., MA 140 150 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. • H m 1 17 z 0 H 1- U w m w N w 0 50 2.375 2.583 .125 - 2.031 CEILING MOUNT HEADER 6063 —T6 60 70 80 90 100 120 SLAT SPAN - INCHES .125 .080 m DEFLECTION CURVE AT 100 PSF Ieff. 0.953 in - 4 /ft DEFLECTION CURVE FOR POSITIVE LOAO ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEOULE. ROLOSPOL Vr � I I 140 WALL MOUNT HEADER 6063 —T6 PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HALLANDALE. FL ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" PRODUCT RENEWED ACCEPTANCE Na - 012 1 . 0 2 TION DATE P�&-4 BSE& 14 2 By PRO UCT CONTROL DIVISION BUILD DE COMPLIANCE 'ICE 2.000 5.000 .125 TYP 2 X 3 X 1/8 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 2.000 � 1 1 1_ .125 TYP Le— 4 2.000 6063 —T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6063 —T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 —T4 OR 7075 —T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 ". 9. ANCHORING OR LOADING CONDIITONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUIItR. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. ENGINEER HUMAYOUN FAROOQ PE i 16E57 -, SEP 10 1997 APFRCVED AS COMPLYING W iH THE SOUTH FLORIDA 8U1C!NG CODE Q N OATC ar •S;7DUCT L NTROL 01V:S:ON 8U::11:4C CODE COMPLIANCE OFFICE `CCEPT1.I:CE NO9 -1Z3O.( ) J w Z 3- T ■ 0 Z w J 0 CC tr S s; a_ Lc) 0 D- s: �Y C draw ng no. 94 -51 sheet 1 of 4 >`ix -Or: H xi r t m 0 p • LL m 0m o . J H z 0 H u1 w ., • w 63— 60 70 80 90 100 110 120 PANEL SPAN - INCHES FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. EXTRUDED PANEL (RON 59 ALUMINUM .068 130 PANEL PERFORMANCE CHART EC ATI VE LO VE LO 1111,,., ,1 1 PO 1,,, 11.... 1 ...., MA 140 150 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. • H m 1 17 z 0 H 1- U w m w N w 0 50 2.375 2.583 .125 - 2.031 CEILING MOUNT HEADER 6063 —T6 60 70 80 90 100 120 SLAT SPAN - INCHES .125 .080 m DEFLECTION CURVE AT 100 PSF Ieff. 0.953 in - 4 /ft DEFLECTION CURVE FOR POSITIVE LOAO ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEOULE. ROLOSPOL Vr � I I 140 WALL MOUNT HEADER 6063 —T6 PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HALLANDALE. FL ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" PRODUCT RENEWED ACCEPTANCE Na - 012 1 . 0 2 TION DATE P�&-4 BSE& 14 2 By PRO UCT CONTROL DIVISION BUILD DE COMPLIANCE 'ICE 2.000 5.000 .125 TYP 2 X 3 X 1/8 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 2.000 � 1 1 1_ .125 TYP Le— 4 2.000 6063 —T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6063 —T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 —T4 OR 7075 —T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 ". 9. ANCHORING OR LOADING CONDIITONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUIItR. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. ENGINEER HUMAYOUN FAROOQ PE i 16E57 -, SEP 10 1997 APFRCVED AS COMPLYING W iH THE SOUTH FLORIDA 8U1C!NG CODE Q N OATC ar •S;7DUCT L NTROL 01V:S:ON 8U::11:4C CODE COMPLIANCE OFFICE `CCEPT1.I:CE NO9 -1Z3O.( ) J w Z 3- T ■ 0 Z w J 0 CC tr S s; a_ Lc) 0 D- s: �Y C draw ng no. 94 -51 sheet 1 of 4 ANCHOR CHART TO USE TYPE C C. BLOCK WOOD A � - C C 5 3 - D 8 - - E - - 4 ANCHOR TYPE CHART TO USE CONC ______ CO, : •_. WOOD A 5 1 - C 2 1 - D 6 - - E . - - 2 CHOR TM - yam. ______ CO, : •_. w.0. ILl�1© - • WALL MOUNTS C • SECTION A —A • CHOR (�1:f.17E 111(111T It u n Ca'TO•T?AC1i 4 ----- ■:! 1/4" MAX TYP ALUM. ANGLE 2 X 2 X 1/8" MAX. SPAN SEE GRAPH 1 /4 STUDS / WING NUT & WASHER ® 6 -1/4" O.C. ANCHORS SAME AS HEADER 1 -1/4 MIN li 2X 1/ X4 88 2 X 5 X 1/8" ALUM. ANGLE - 6063-T6 / 1 -1/4 MIN 1 NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR WOOD INSTALLATIONS SEE SHEET 3 OF 3. ALUM. ANGLE 2 X 2 X 1/8" BUILT —OUT CONDTTION 2 X 4 X 1 2 X 5 X 1 /8" ALUM. ANGLE 6063 -T6 SECTION B —B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) 1/4 " -20 X 1/2" BOLT W/ NUT & 9 -1/2" O.C. UPTO 115 PSF & 6" O.C. ABOVE 115 PSF MAX. SPAN SEE GRAPH 1/4" STUDS W/ WING NUT & WASHER ® 6 -1/4" O.C. 1/4 -20 X 1/2" BOLT W/ NUT & 9 -1/2" O.C. UPTO 115 PSF & 6" O.C. ABOVE 115 PSF PRODUCT RENEWED ACCEPTANCE No. Q 0'7 0i. OZ ed EXP ' TION DATE By R "UCC CONTROL DIVISI41 BUILD O : • DE COMPLIANCE ► ' CE GLASS FOR MIN. SEPARATION --► SEE CHART ON SHEET 1 ALUM. ANGLE - 2X2X 1/8" INSIDE MOUNTS v • • v SECTION C —C Ed E d ---- _ , ..1 9• . MAX. SPAN SEE GRAPH 1/4" STUDS W/ WING NUT & WASHER ® 6 -1/4 O.C. 24" TYP. EN AN Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. D C CAP •RS r 4 MAX •-. SEP 10 1997 ENGINEER: HUMAYOUN FAROOQI PE f 16557 B C •SURE ANGLE — R '- LY ON BUILT-OUT • ON SEE 0 AIL TYPICAL ELEVATION 4 ANCHORS 24" O.C. X2X 1/8" X 2 X 1/8" • X 3 X 1 /8" • UM. ANGLE • R END CAP RE . BUAD. ILT - OUT ONLY CONDITION END CAP BUILT —OUT CONDITION DETAIL A APPROVED AS COMPLY ;NG WITH THE SOUTH FLOR:DA 9'u!LDilG CGDE DAT v 19 C ° OOUCT CI:TRGL OIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nd� ' I7� =. U rn 0 w U Z Z w 0 J O O c() CL y O W � r7 J O cr Li.I z Q En a Z Z Q to to 0 O 'C 0 0 Q) a) 0 v 0 0 0 • I 4 4 0 1' 0 1 0 1 C drawing no. 9451 (sheet 2 of 4 • • • GLASS WOOD HEADER REQUIRED 1 4" STUDS / WING NUT & WASHER O 6 -1/4 O.C. r - 2 X 3 X 1/8" 2X5X ALUM. ANGLE 6063 -T5 Peucip 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. (2) 1/4 X 3" LAG SCREWS 0 EACH RAFTER 2" MIN. PENETRATION 3' MIN. 1/4" PLYWOOD EXISTING SOFFIT FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 1/4 -20 X 1/2' BOLT W/ NUT 0 2' FROM ENDS Sc 9 -1/2" 0.C. 1/4 " -20 X 1/2' BOLT W/ NUT O 2' FROM ENDS & 9 -1/2" 0.C. 2X4X 1/8' 1 2X5X 1 /8' ALUM. ANG 6063 -T5 / WOOD STU' FASTEN ER OA . M LES 2" X 4 CO' SC U . SEE W/ (3) 1/4" 0 X 5 LAG SCREWS O EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 9 FT. MAX. DESIGN LOAD = 105 PSF OTHER CONDMONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4" =1" 1/4 -20 X 3/4 STUDS W/ WING NUT & WASHER O 6 -1/4 0.C. 2 X 2 X 1 /8" ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1' X 4' X 1/8' CONT. ALUM TUBE W/ (3) 1/4" 0 X 4' LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD EXISTING WOOD TRUSSES 0 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF ENGINEER: HUMAYOUN FAROOQ PE / 16557 SEP 1 0 1997 I + —.500 1/4 " -20 X 1/2 BOLT W/ NUT O 2" FROM ENDS & 9 -1/2" O.C. PRODUCT RENEWED ACCEPTANCE No. C r b' 7 a 1. 9Z DUCT CONTROL DID N CODE COMPLIAN •FFICE APROVE9 AS COMPLYING 'MTH THE SOUTH FLORIDA BUILDING C3DE OAT T. U 1.•!� 19Qt 8Y PROOUCT MTROL OPASIO:1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N(H1 113 0 z 0 t ., g O O O a w ▪ Z rj zjr7o C C L o w co (1) � * C W ' L V Z 0 z CV to LIJ r 1 T Y 0 'c 0 y a .0 -' 0 0 0 1- r 0 N 1 0 1 drawing no. 94 -51 (sheet 3 of 4 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. DISTANCE DECREASE SPACING BY F•; EDGE M UL4 1 YING WITH THE FACTOR BELOW GE DIST. 12d =3 ;Od= 2 -1/2" 8d =2" 6d= 1 - 1/2" 5d= 1 -1/4" ACTOR J 1.0" 0.86 0.71 0.57 0.50 • EDGE DIST. SPACING = 9.37 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 9.37 X .71 = 6.65 0.C. • En Is! a w w ® Or a z ' 0 H N n W I O N \ 3. 11411117M 1111, 111. 111101111111111111111111 za. 1,1, 111 ?„1 „1 „11 1„r ANCHOR CHART 1 RUZTPOCl ANCHOR S 'AC_ 40 60 80 100 120 PANEL SPAN - INCHES 1 1 , • •1-1 -M_ -. -1111111111. NMEMMUMbh- 111 ANCHOR CHART 6 ROBTPOC6 /11.111111/1111111111/1 „ ,111 1, 11 1111 1111 1111 1111 40 60 80 100 120 PANEL SPAN - INCHES 140 140 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ID m m N ID ID N m CO W .-1 am m 0 V 0 0 m W IY N 0 Z ID H m H U) w 0 CO 5. 6" 375 1111 11111 1111 1111 1111 111 1111 1111, 1111, 1111 , 11 ANCHOF SF ACE 3 ANCHOR CHART 2 RpSTPQC2 60 80 100 120 PANEL SPAN - INCHES 616 II 111111,1111T 1111 CE E. ANCHOR CHART 7 ROSTPOC7 60 80 100 120 PANEL SPAN - INCHES .0 ID 140 40 60 80 100 120 PANEL SPAN - INCHES 140 ID ir 11111111V ,1111 111. 1111 .111 ( ANCHOR CHART 3 RQSTPCC3 1111 11.1 1111 1111 1111 40 60 80 100 120 PANEL SPAN - INCHES • � - CAL ANC HOR AO = 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCR 1 -1/4" EMBEDMENT TO B ANCHO HORS /NAIL PIN 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0 = 1/4' RAWL CAU( -IN, STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR © S.M.S./LAG #14 S.M.S.AG SCREWS INTO WOOD. (S.C.= 0.47) 1 -1/2" MIN PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 140 `at C OR pig CE MOM_ 1 __ �.-�. _111 �.� _. '111 NEM h1,1 ANCHOR CHART 8 ROSTPOCB let 111.,,1111111 11 1.11 11 . BY N m N co Lil 11 0) Q_ W m V 0 _ 0 -' N 0) W N z EL ID H W 0 11 11 . 11,11 1111.. ,11. 11,11, 111111 1,11 1 1.. 40 ii d80 100 120 140 L SPAN - INCHES 140 40 &Z 0 0 100 120 L SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCENotg7' 0.7a1 EXPIRATION DAT 1/111.... P' •'UCT CONTROL DIVIS ca$, BUILD 1 CODE COMPLIANC 1' CE 140 N ID W N am .n w � 7 W N 0_ --I z w ID H co w O ID co .0 40 40 ENGINEER: HUMAYOUN FAROOQ PE # 16557 11,--11\ . -'.._11 ANCHOR CHART 5 ROBTPOCB 1.1,),11.1,1,1..,,1 11 1 1111 1111 1111 1111, 1111 1111 SEP 10 1997 60 80 100 120 PANEL SPAN - INCHES 60 80 100 120 PANEL SPAN - INCHES 140 ANCHOR CHART 10 ROBTDCIB 9 11111 11 .1111...11 1..1 11111 1111 ,111 1.1. 1,.1 1111 140 APP -O'.:3 AS CO'A ?! '' I ?.G WITH T1 1 SORT'; f? ?E:; au :1 G :G CODE OA rF I (_./ L Vr �i /� !S 8Y PRODUCT 0NT301 0IV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0! L / '/ 23C' • 03 d 2 O f 0 cti O F � g O N U w ci O a QQ o rao iGs ti WN �. N a_ N 0 ( U z Z w J 0 CI O CD r7 _J Q LL O m -< (n Z Z Q O Q 111 S vi O N Q) ( 0 U 0) . 0 O 0 0 a x 4- w w of m 0 8 4- a b e. m n m U 6 h •f 0 P ( drawing no. 94 -51 sheet 4 of 4 1= 1 - le� i►.DR SPACE _ ANCHOR CHAT 9 6TPbC4 , 1) � 111111111 1111 1111 1,1, 11 11 111.1 1,11 • En Is! a w w ® Or a z ' 0 H N n W I O N \ 3. 11411117M 1111, 111. 111101111111111111111111 za. 1,1, 111 ?„1 „1 „11 1„r ANCHOR CHART 1 RUZTPOCl ANCHOR S 'AC_ 40 60 80 100 120 PANEL SPAN - INCHES 1 1 , • •1-1 -M_ -. -1111111111. NMEMMUMbh- 111 ANCHOR CHART 6 ROBTPOC6 /11.111111/1111111111/1 „ ,111 1, 11 1111 1111 1111 1111 40 60 80 100 120 PANEL SPAN - INCHES 140 140 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ID m m N ID ID N m CO W .-1 am m 0 V 0 0 m W IY N 0 Z ID H m H U) w 0 CO 5. 6" 375 1111 11111 1111 1111 1111 111 1111 1111, 1111, 1111 , 11 ANCHOF SF ACE 3 ANCHOR CHART 2 RpSTPQC2 60 80 100 120 PANEL SPAN - INCHES 616 II 111111,1111T 1111 CE E. ANCHOR CHART 7 ROSTPOC7 60 80 100 120 PANEL SPAN - INCHES .0 ID 140 40 60 80 100 120 PANEL SPAN - INCHES 140 ID ir 11111111V ,1111 111. 1111 .111 ( ANCHOR CHART 3 RQSTPCC3 1111 11.1 1111 1111 1111 40 60 80 100 120 PANEL SPAN - INCHES • � - CAL ANC HOR AO = 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCR 1 -1/4" EMBEDMENT TO B ANCHO HORS /NAIL PIN 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0 = 1/4' RAWL CAU( -IN, STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR © S.M.S./LAG #14 S.M.S.AG SCREWS INTO WOOD. (S.C.= 0.47) 1 -1/2" MIN PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 140 `at C OR pig CE MOM_ 1 __ �.-�. _111 �.� _. '111 NEM h1,1 ANCHOR CHART 8 ROSTPOCB let 111.,,1111111 11 1.11 11 . BY N m N co Lil 11 0) Q_ W m V 0 _ 0 -' N 0) W N z EL ID H W 0 11 11 . 11,11 1111.. ,11. 11,11, 111111 1,11 1 1.. 40 ii d80 100 120 140 L SPAN - INCHES 140 40 &Z 0 0 100 120 L SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCENotg7' 0.7a1 EXPIRATION DAT 1/111.... P' •'UCT CONTROL DIVIS ca$, BUILD 1 CODE COMPLIANC 1' CE 140 N ID W N am .n w � 7 W N 0_ --I z w ID H co w O ID co .0 40 40 ENGINEER: HUMAYOUN FAROOQ PE # 16557 11,--11\ . -'.._11 ANCHOR CHART 5 ROBTPOCB 1.1,),11.1,1,1..,,1 11 1 1111 1111 1111 1111, 1111 1111 SEP 10 1997 60 80 100 120 PANEL SPAN - INCHES 60 80 100 120 PANEL SPAN - INCHES 140 ANCHOR CHART 10 ROBTDCIB 9 11111 11 .1111...11 1..1 11111 1111 ,111 1.1. 1,.1 1111 140 APP -O'.:3 AS CO'A ?! '' I ?.G WITH T1 1 SORT'; f? ?E:; au :1 G :G CODE OA rF I (_./ L Vr �i /� !S 8Y PRODUCT 0NT301 0IV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0! L / '/ 23C' • 03 d 2 O f 0 cti O F � g O N U w ci O a QQ o rao iGs ti WN �. N a_ N 0 ( U z Z w J 0 CI O CD r7 _J Q LL O m -< (n Z Z Q O Q 111 S vi O N Q) ( 0 U 0) . 0 O 0 0 a x 4- w w of m 0 8 4- a b e. m n m U 6 h •f 0 P ( drawing no. 94 -51 sheet 4 of 4