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Home My WebLink AboutProject Information Design Data and Installation Schedule NELSON MEDINA PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 2 ACCORDION CEMENT 34 39.4 TAPCONS 12/12 3 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 4 ACCORDION CEMENT 103 39.4 TAPCONS 12/6 FRONT DOOR 5 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 6 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 7 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 8 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 89 39.4 TAPCONS 12/6 BACK SLIDER/EGRESS 10 ACCORDION CEMENT 58 39.4 TAPCONS 12/12 11 ACCORDION CEMENT 46 39.4 TAPCONS 12/12 12 ACCORDION CEMENT 34 39.4 TAPCONS 12/12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 � y S 01/11/2018-12:06pm Internl VAPro)ectsl_Master Plan Sheet Store\Windows-Doors-Shuffers\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg F 6tn EDITION FLORIDA BUILDING %C.ODE (2017) ASCE 7-10FVELOCITY- 150 MPH MRH S 60' i 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONEAPRESSURES 1 EXTERIOR ZONE( PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) Mean DESIGN PRESSURES(PSF)-ZONE 4 _tMean DESIGN PRESSURES(PSF)-ZO E 5 4 INSTRUCTIONS FOR TABLE USE: 21. IDENTIFY THE ZONE OF HE OP NTNG ��---_ TOR-(2 ONE 4)OR EXTERIOR(ZONE S)PER THE. Roof Area of Opening(Sq f Area of Opening(Sq Ft 3 URE BELOW LEFT OR INFOR P Y- HERS. Height 10 20 30 40 5 ht 10 20 30 40 $0 1.5: ANY QUESTIONABL t TO / D THE MORE CRITICAL(EXTERIOR)ZONE 2. IDENTIFY THE BUILDING M ``V€ T FROM THE LOWEST GROUND ELEVATION.IF 0-15 ft -31.9 30.6 29.8 -29. ft -39.4 -36.7 35.2 34.1 -33.2 MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT. +29.4 +28.1 +27.3 +26. 2 +29.4 +28.1 +27.3 +26.8 +26.3 2.1. ALWAYS ROUND UP • F IE VALUE2. 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 TIBUTAR ' 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 HE AREA BTHE SPAN TETWEEN TRUCTU OPEN NGS ONLYH I VE WIDTH FTHIS CL DES A1/3 THE HEIGHT REAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -33.9 -32.5 -31.7 -31.1 -30.6 20 ft -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +31.3 +29.9 +29.0 +28.4 +28.0 +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 HE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4D READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY HE 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. S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 36.9 -35.4 -34.5 -33.9 -33.4 -45.6 -42.5 -40.7 -39.5 - 8 5_ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 :0 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 - �/ tlw�'1141 IESIGN IS BASED ON THE 3 SECOND GUON 2.4.1 AND CHAPTER 30 PART I OR ST(WIND VELOCITY)FOR HE WIND VELOCUSING THE CRITERIA AS OUTLINED ITY&EXPOSURE SPECIFIED. ST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -39.2 -37.6 -36.7 -36.0 -35.5 -48.4 -45.2 -43.3 1. 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF HIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +36.2 +34.5 +33.6 +32.9 +32.4 40 ft +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. C CT -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43.0 .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 USE OF IGH VELOCITY HURRICANE FACTOR)WITH LOCAL BUILDING DEPARTMENT, 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. soft -41.1 -39.4 38.4 -37.7 -37.2 50 ft -50.8 -47.4 -45.4 -43.9 -42.8 7,THIS DOCUMENT IS A MATER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +37.9 +36.2 +35.2 +34.5 +33.9 +37.9 +36.2 +35.2 +34.5 +33.9 a• 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 HESE 55 ft CORRESPONDINGTABLES AND &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 DICTA ED ANDVE IFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR 42.7 41.0 -39.9 -39. --38.6 -52.8 -49.2 -47.1 45.7 -44.5 APPLICABILITY OF HE USE OF THESE TABLES IS ED-HEREIN. 10.-THIS SPECIFICATION DOES NOT-. R A U 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 IS T ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT E NCES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE04 , EXTERIOR ^ V'HT EXPLAINED LEAST HORIZONTAL DIMENSION rn nD'GZ1 m m e W m-m 41 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%0�1 "1�OOF PEAK ROOF - z P Z C 3^ Z-Zj _ HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m m o cT C 3,-A==- 0- ��m m X � � HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 10 AT ALL IN QUESTION. p D Z v r--m m C Z M (n F-I CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN In�^m Z-I .r- D A D r v O REQUIRED. ROOF 2 5 ® =O z 4 O y Z m y C"Z i m -4 3 MEAN EAVE HEIGHT m Z p yrrI m'1 3 D 0 m 0,_+ H a a ROOF ROOF \ �ZnDDZO 2>00(n - O D t--1 f f HEIGHT HEIGHT in>O�m O n O ....= n W otrn� 90 m0nvz>G)mDrtml D m C) O OG)Z0-nOm_Fzmr'-I' p C z (� 5 ® 5 ® ® `ra PLAN VIEW ® G-z�i x�m'y"oD��m m m M a 005 COMPLEX \ vm v'mm-1rz "> Z (mil O z r ELEVATION 1 0 17- ISOMETRIC CORNERS 5 5 �° "'o r~n " 1 v -< O 8 REMARKS GSS TSB DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING ��Wo® *t-n rD O INIT ISSUE GSS TSB 03105!12 0_N s o m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09112 2017 EXPRESS° _ z REV 2014 FBC DGM TSB 06/10115 m ca UPDATES,2017 FBC FLB FLB '12/17 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: = Im IJ A z 160 SW 12th AVENUE, SUITE 106 m a A oz DESIGN LOADS FOR COMPONENTS &CLADDING y -t�" D V p DEERFIELD BEACH, FL 33442 a _ I G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 Z m o o }J X AND SHALL NOT REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH 498115 z-�� a O PT WRnTENS,OROTHERMARKINGSTOTCONSENT OF ENGINEERING HSDOC ALTERATIONS, ASCE / O' E:HELLO@ENGINEEINGEXPRESS.COM Z [n F-•� ADDITIONS, AND INVALIDATE DURCERTIFICATIONMENT ARE NOT _ M m ENGIN EERINGEXPRESS.COM gm VJ