Loading...
HomeMy WebLinkAboutDrawing ' ©pen�ngS�zer , , 1 IMPACT ROIL UP SHUTTER s 122 x 72 x IMPACT ROLL 11P SHtTTER $8 15 h � $�IMPACT ROLL UP S}1UT1'ER�` $S X146 MR)" �4 IMPACT ROLL UP SHCfTTBRS �,�$5 x 115 ��, � � � LU k S IMPACT ROLL UP SHUTTER` 122 x { LU o S IMPACT A6 UP SHUTTER a LU ��j 1MPACTRq}1UPSHUTTER �� 4$x72 `` � $ IMPACT ROLL UP SHUTTER 8 x 72 k : w L�j 12 g JMFACT ROLL UP BHUTTER� ` 8 84 fY Q s jQ IMPACT ROLI.UP SHUTTER , 48 X$4 J 11 IMPACTROLL UP SHUTTER r 4$z 84 I 13 Lu 13 IH7PACTROf1UPSi�UTiERs122x84 BACK PORCH . $ 'IMPACT Agd";UP SHUTTER , 2'x`112' (BACKPORCH} ' x �' �4 IN�PACFROEL llP�SHUTTER P� 132 x 112 " t (BACKPORCHj i k. z_ 14 t ,'J{ IMPACTRQLL UP SHUTTER 144 x 1 12 18 17 16 15 BACK PORCH (l�ACKPORCH} BACK PORCH BACK PORCH BACK PORCH BACK PORCH X14$ IMPACT"ROtL U�SHtiTTER� '�X44x 1,12 � �'- MACKzPCJRc ` 04",'1 T PAC ,ROLL UI SHUTTER 108 x 112 10 (BACK PORCH} .f 1$ IMPACTROLLUP8HUTTER h v i844-112' ' (BACK PARCH) A n �g iMF/vCT R(1I1 UP BHUTTER s�$x$ ��, 19 9 xQ IMT'AC'fROLLUF�SHlJTTERr��+ 4gx$¢.� r - 2l�r IMPACT ROLL UP SHUTTER � ; 36 x 72 S Lo h CD W \' ! x 20 Z ZLLE 3 7 W 2 FRONT DOOR 4 D Z W X W 421 J m uJ A y W 0 ALL 5 `Y " cornu + oNrsmvEarcoN SCALE: 1 NOT TO SCALE LM1E: W $§}} Jan 16,2019 Site Plan Design Data and Installation Schedule FELIC DENMON PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Width Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 ROLL UP CEMENT 122 39.4 TAPCONS 6/6 2 ROLL UP CEMENT 85 39.4 TAPCONS 6/6 3 ROLL UP CEMENT 89 39.4 TAPCONS 616 FRONT DOOR 4 ROLL UP CEMENT 85 39.4 TAPCONS 6/6 5 ROLL UP CEMENT 122 39.4 TAPCONS 6/6 6 ROLL UP CEMENT 48 39.4 TAPCONS 616 7 ROLL UP CEMENT 48 39.4 TAPCONS 6/6 8 ROLL UP CEMENT 48 39.4 TAPCONS 6/6 9 ROLL UP CEMENT 48 39.4 TAPCONS 6/6 10 ROLL UP CEMENT 48 39.4 TAPCONS 6/6 11 ROLL UP CEMENT 48 39.4 TAPCONS 6/6 12 ROLL UP CEMENT 122 39.4 TAPCONS 6/6 13 ROLL UP CEMENT/ALUM 132 39.4 TAPCONS/#14 TEX 4/6 BACK PORCH 14 ROLL UP CEMENT/ALUM 132 39.4 TAPCONS/#14 TEX 4/6 BACK PORCH 15 ROLL UP CEMENT/ALUM 144 39.4 TAPCONS/#14 TEX 4/6 BACK PORCH 16 ROLL UP ALUMINUM 144 39.4 #14 TEX SCREWS 6/6 BACK PORCH 17 ROLL UP ALUMINUM 108 39.4 #14 TEX SCREWS 6/6 BACK PORCH 18 ROLL UP CEMENT/ALUM 84 39.4 TAPCONS/#14 TEX 4/6 BACK PORCH 19 ROLL UP CEMENT 48 39.4 TAPCONS 616 20 ROLL UP CEMENT 48 39.4 TAPCONS 616 21 ROLL UP CEMENT 36 39.4 TAPCONS 6/6 22 23 24 25 26 27 01/11/2018-12:06pm Internl VAProjects\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References12017_b FBC WIND CHART.dwg 6 thEb-,, r ION FLORIDA BUILDING CODE (201:-) ASCE 7-10 WIND VELOCITY= 150 MPyH MRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLATTERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE(4)PRESSURES 1 EXTERIOR ZONE(5)PRESSURES (SEE BELOW) _ INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 .; Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING , iOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Area of Opening(Sq I 1 tii, F 10f Area of Opening(Sq Ft 3 URE BELOW LEFT OR INFOR 16N-PF - THERS, I.I. ANY QUESTIONABL - TO - D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 5` (ght 10 20 30 40 50 5• ['1 2.IDENTIFY THE BUILDING M - VE- FROM THE LOWEST GROUND ELEVATION.IF -31.9 -30.6 -29.8 -29. -39.4 -36.7 -35.2 -34.1 -33.2 IQ MEAN ROOF HEIGHT CANN P PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft r &,�1�5 ft 2.1. ALWAYS ROUND UP -F LE VALUE. +29.4 +28.1 +27.3 +26. I+2 +29.4 +28.1 +27.3 +26.8 +26.3 2• VALID FOR ALL ROO E . E AN ENGINEER FOR REDUCTIONS. 33.2 -31.8 -31.0 -30.4 / -40.9 -38.2 -36.6 -35.4 -34.5 3.CALCULATE THE TRIBUTAR ' TION AS THE GREATER OF(HEIGHT 18 ft +30.6 +29,2 +28.4 +27.8 +27.4 18 ft +30.6 +29,2 +28,4 +27.8 +27.4 3.1. ORUSE THE AREA BETTHE SPAN LENGTHWEEN STRUCTU 'OPENINGSHEIGH VEDTH ONLYY-THIS CLU ES AOF 1/3 THE HEIGHT REAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 20 ft +31.3 +29.9 +29,0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft4QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +32.8 +31.3 +30.4 +29.8 +29.3 +32.8 +31.3 +30.4 +29.8 +29.3 IN ACCORDANCE WITH CODE. 30 ft 36.9 -35.4 34.5 33.9 33.4 30 ft 45.6 42,5 40.7 -39.5 g 5, 1 S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF .18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +34.0 +32.5 +31.6 +31.0 +30.5 +34.0 +32.5 +31.6 ERAL NOTES: 38.2 -36.6 -35.6 -35.0 -34.5 47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft N. +35.2 +33,6 +32.7 +32.0 +31.5 35 ft +35.2 +33.6 +32.7 - M' lz DIE DESIGN IS BASED ON THE 3 SECOND GUON 2.4.1 AND CHAPTER 30 PART 1 OR ST(WIND VELOCITUSING THE Y OR THE WIND VELOOUTLINED CITY&EXPOSURE SPECIFIED. VyORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -39.2 -37.6 -36.7 -36.0 35.5 40 ft 48.4 45.2 43.3 \ .1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +36.2 +34.5 +33.6 +32.9 +32.4 +36.2 +34.5 +33.6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44,4 -43.0 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0,18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37,1 +35.4 +34.4 +33.7 +33.2 S. HVHZ=HIGH VELOCITY(DIRECTIONALITY HURRICANE ZONE.OR)WITH LOCAL BUILDING DEPARTMENT. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. - 50 ft -41.1 -39,4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7•THIS DOCUMENT IS A MASER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 +37.9 +36.2 +35.2 +34.5 +33.9 S. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft &OTHER COEFFICIENTS LISTED HEREIN SHALL BE +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BTABLES AND CORRESPONDING WIND UILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR '�•_• APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. 42.7 -41.0 -39.9 -39. c-38.6 -52.8 -49.2 -47.1 -45.7 -44.5 10: F.THIS SPECIFICATION DOES NOT RA . V D CERTIFICATION. REFER TO ANY SEPARATELY 60 ft +39.4 +37.6 +36.6 +35. �t +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST //ACCORDANCE WITH GOVERNING CODES. - 11, ADHERE TO ALL LOCAL IMPACT E. ANCES. 12. NO CERTIFICATION IS OFFERED - HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID FR CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE04 , EXTERIOR BHT EXPLAINED LEAST HORIZONTAL M m Z=Ot100�-:cM _ DIMENSION mD6Tm O gym'-'mG) l_� a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF N ROOF n m z PEAK ROOF z� Z C 3- F Z-I; HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m m m; __ D m fTl X HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF,AT ALL IN QUESTION. x O D D Z S D m to C 2. U) Z [) t--1 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O m m r Z 1�F'-' D m D-1 O � REQUIRED. ROOF 2 5 4 =O z p D Z m(n0 IP 2 1 r/n� -I 3 -� MEAN EAVE HEIGHT m P,0 6)IAA 1 3 D n 0 IZI n a a ROOF ROOF -n>>Z o C7=IMP'Z _I y -n O D( D HEIGHT HEIGHT zrzw0-I0zlM2Zm RWI Q 90 5O Q $Q iazot10rnPFDm�'-I' p C z (!) 5 ® 5 ®. 4 �'a PLAN VIE W ® D>>�mcn "�u�ic�y °o m 0 M G�z m OD`-'A m 0 D a 5 � COMPLEX �; �mm--1irz"' Z (n -nr ELEVATION a a ISOMETRIC CORNERS 5 O p u N o N o v p y o o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING .. Np® o m D O [NIT ISSUE GSS TSB 03/05/12 m3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS® z o o z z REV 2014 FBC DGM TSB 06/10/15 `o ` a R UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: z m �m z m 160 SW 12th AVENUE, SUITE 106 �m n. Z DESIGN LOADS FOR COMPONENTS&CLADDING N z p DEERFIELD BEACH, FL 33442 I MASTER PLAN SHEEP _ c) THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)354-0443 .�] qAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 i CERT OF AUTH#9885 m y„LL.1 Q 0 F. O v9A ADDITIONS. OR OTHERMARENT OF INEERITOTHISDOCNG .ALTERATIONS, ASCE / .L O E:HELLO@ENGINEEINGEXPRESS.COM o co ADDRIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT z o PERMITTED AND INVALIDATE OUR CERTIFICATION ENGINEERINGEXPRESS.COM < W