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HomeMy WebLinkAboutShutter Engineering Layout SheetFOLDING SHUTTER CORP. ENGINEERING LAYOUT SHEET CUSTOMER NAME WORK ORDER NO. ©g022 D ( 00 (a SHEET OF OATE: /y LAY VT J. I 1 ..1 - � � ' i .l y _� i - I• I' ; a . .. .. -i ,+ • y ! I - i i ., '-`—t- '. �..+ f— I t ! � i : - ; : 1 ) i - - s .4. _ - '1 i.. . - � -� � l • ') '} 1— f ' 1 �'� • 1- I •.� �_) .i_"���'��•.�--il-�• •tom-{.. _; I Customer: ABDEL-HALIM irkOrder Number: 09022014006 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 55.9 60 92 74.75 97 93.75 9"o.c. To.c. 2 65.9 130.5 104.25 126.5 104 100.75 9"o.c. To.c. 3 55.9 60 92 74.75 97 93.75 9"o.c. 9"o.c. 4 55.9 112.875 103.625 108.875 103.5 100.25 9"o.c. 9"o.c. 5 55.9 72 92 86.25 97 93.75 9"o.c. 9"o.c. 6 55.9 71.75 103.5 86.25 103.5 100.25 9"o.c. To.c. 7 55.9 71.75 103.75 86.25 103.75 100.5 9"o.c. 9"o.c. 8 55.9 108 103.625 126.125 103.5 100.25 9"o.c. 9"o.c. 9 93.4 479.5 103.625 479.5 103.75 100.5 Yo.c. 3"o.c. 10 55.9 60 92 74.75 97 93.75 9"o.c. 9"o.c. 04/09/2012 - R\01 Project Files\_2010-MPSWOO Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributa Area S Ft Height SO 15 20 25 30 50 , -51.7 -51.7 -51.7 -51.2 -50.6 5 :2 : °� :1 61-70 ft +51.7 +51.7 +51.7 +50.7 +49 9 + ,p„ - -52.9 -52.9 -52.9 -52.4 -51.815f"' 0.9 � 5 `6580 ft +52.9 +52.9 +52.9 +51.9 +51 1 �'+48 2, -54.0 -54.0 -54.0 -53.4 -52.9 `0' ', N 90ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 ,., 9.7 100 ft -55.0 -55.0 -55.0 -54.4 -53.9 �� +55.0 +55.0 +55.0 +53.9 +53.1 4 + - + 50.7 -55.9 -55.9 -55.9 -55.3 -54.8 -54.3' -�- 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 120 ft +56.8 +56.8 +56.8 IS .7 +54.8 + +53.4 +52.8 +52.3 -57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 +53.0 -58.3 -58.3 -58.3 -57.7 -57.1 - .6 -56.1 -55.8 -55.4 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 -59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 180 ft +60.9 +60.9 1 +60.9 1 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 1 +56.6 -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7, 200 ft +62.1 +62.1 +62.1 +60.9 +59.9 + _ 7" ,.+,577Ti-, -62.6 -62.6 -62.6 -61.9 -61 3 -6 e7 '� t3 8< .5, 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 + .6 1tSA -63.1 -63.1 -63.1 -62.4 -61.8 -6 �2 z7 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 + 0_± �3. 87 wit. $, ? 63.6 -63.6 -63.6 -62.9 -62 3 -6 z °=61.2''+6 6 .4` 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59. 8.6 240 ft ]I +64.1 +64.1 +64.1 +62.8 +61.8 61L0� 6 -64.5 -64.5 -64.5 -63.8 -63.2 -62.6 _3c711 . 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -65.0 -65.0 -65.0 -643 -63.6 -63.0 -62.5 -62.1 -61.7 260 ft +65.0 +65.0 1 +65.0 1 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -65.4 '65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 ft +66.2 +66.2 +66.2 +64.9 1 +63.9 1 +63.0 +62.2 +61.6 +61.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributa Area 5 Ft Weight 10 1 15 20 1 25 1 30 35 40 45 50 94.8 94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 I -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 . _ •���:.ff +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 110 ft +55.9 1 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 1 +52.0 +51.5 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 1 + -105.6 -105.6 -105.6 -102.6 -100.2 - -94.8 -93.4 130 ft +57.6 +57.6 +57.6 + 54„8 +54:1 C# +53.0 140 f[ -106.9 -106.9 -106.9 1 <5; - :6' f' 4 .0 - .6 +58.3 +58.3 +58.3 + 5{ 4.2 +53.7 -108.2 -108.2 -108.2 1�. "' 066 -8- 7.2 -95.8 150ft +59.0 +59.0 +59.0 + 9��_. 0- +583 } m +54.4 -109.4 -109.4 -109.4 -10 W.` Q'.�,1'9' - - .93B3 -96.8 160 ft +59.7 +59.7 +59.7 +58.5 +57. 6.1 +555,.55{ +55.0 170 ft -110.6 -110.6 -110.6 tr10�g 7.9 +60.3 +60.3 +60.3 %-,F5 2 9 rl•5E p[ + �#56�7.° __. 5.6 -111.7 -111.7 -111.7 -108 r ` . '08;� . , 03 -98.8 180 ft +60.9 1 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 '113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 00 ft ,s +62.1 1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 � -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 ft +63.6 +63.6 +63.6 1 +62.4 1 +61.4 +60.5 +59.8 +59.1 +58.6 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 4 +64.1 +64.1 +64.1 +62.8 1 +61.8 +61.0 +60.2 +59.6 +59.0 IV -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 290 ft +66.2 +66.2 1 +66.2 +64.9 1 +63.9 +63.0 +62.2 +61.6 1 +61.0 WIND VELOCITY = 165 MPH MRH > 60' EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEP,.ICf ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C DITIONTO ,AN WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO - 't Ul DfFOR _- ITH THESE TABLES. 2. TABLES VALID O L1 T A(�,P� ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F RY L OF�Z,EN �s10� APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS•THAN 101 SHA B D16 INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B EE\ ,{AVE, , E OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF D - bAk HT. 5. ALWAYS ROUND '� r. "GHSTib3 LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI Yce.. ,_• F E OP KING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP ENGT z / ). SggTHE AREA BETWEEN STRUCTURAL OPENINGS ONLY- BHT Lii EA 10 RtIC'Il1RAL MULLS. IF THE TRIBUTARY AREA D. AN OPE I q ' IOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO 1Nt) I /{R R 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH �N P B SHAD, S� WEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND - EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRtESRCLIQING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED ENHALLTzeE,, CFA� ND VERIFIED BY THE GOVERNING BUILDING DEPARTM �� RM 'HOCOFJ2. N RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE Dµ S. THIS SPECIFICA O I ER ANY PRODUCT APPROVED CERTIFICATION. RE EP,ARA± U MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G N TION F,., MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B V $1FI �{ N.�iPT: TI CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL ppC'[FLOT +$ TEM ORDINANCES. 7. NO CERTIFICATIO EEERE Af'L�'r- Ifi'FEG TY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEA - DtiTJ illau,rL�u-OI9[gD�laiIRH, PEAK ROOF WHICHEVER IS SMALLEE�BI CUES 1 LEAST HORIZONTAL HEIGHT �VGt� DIMENSION OR 3FT (1 4 S O E 57 F#1'T-0tL�i QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ` ROOF a a EAVE ROOF HEIGHT HEIGHT 0 5 ® 1 5 5 O 5 L V IO WALL ZONE FIGURES f ISOM IC 'o (A O M D o REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING = D z INIT ISSUE GSS TSB 03/05/12 o m m c EXPRESS° REV-ADJUSTEDHEIGHTS GSS TSB 04109/12 3 ASCE 7-10, CHAPTER 30 A DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 _-- I z _ z� MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 \ D ti (A C) m PH: (954) 354 0660 FAX: (954) 354 0443 A 0 0 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, p -p o P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. •• ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER _ ASCE 7 1 W W W . EN G EX P. CO M O O Z RI F-7 O -p o v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #9888 y Y ^ ' �-` !*� 1p . iuvni meTc ni is rcancirnnnu