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Home My WebLink AboutDrawing i I 30,w M RH CE-WE EXP �� SEP 0 �0 PERMITTi;!a S4. Lucie Coon+y, FL O BALCONY #407 FD Ll dMi 10600 S OCEANDRIVEIla a I �. 6 ' JENSEN BEACH FL.34990 impact Windows ' FACTORY DIRECT SINCE 1969 Customer: FALTER III WorkOrder Number: 08162016005 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -54.7 268.25 97 268.25 97 93.75 6"o.c. 6"o.c. 06/30/2015-3:54pm gabriels VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-000 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 165 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES IPSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO EPP,�_`E ORST CASE'PRESSURES.'WORST CASE'IS Height 30 15 20 25 30 50 fight 30 15 20 25 30 35 40 45 50 DEFINED AS THE CR ITION,jIJ N. WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO QYIIRED FOR ITH THESE TABLES. 61-70 ft -51.7 -51.7 -51.7 -51.2 -50.6 -5 F2 ?8 Y�1 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 2. OF VALID O L ^F _ ROOF HEIGHT AS LIMITED ABOVE. 61-70 k 3 TABLES VALID F R L %OFa T,E_: I, APPLICABLE REDUCTIONS FOR ROOF SLOPES +51.7 +51.7 +51.7 +50.7 +49.9 + ,2 4 +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 LESS THAN 101 SHA B B INEER AS A SITE SPECIFIC CONDITION. 80 ft -52.9 -52.9 -52.9 -52.4 -51.8 -5-,3 T 5.:6s -5 - -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 4.IDENTIFY THE B L: A AV,E E OF HEIGHT.IF THE MEAN ROOF HEIGHT +52.9 +52.9 +52.9 +51.9 +51.1 + .G 49.2 -f 8.j 80 k +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDE IF 0 S EAK? b T. _ S. ALWAYS ROUND �ZI° GH3'S E LE VALUE OR CONSERVATIVE ASSUMPTION. -54.0 -54.0 -54.0 -53.4 -52.9 -52. 2,Q,� - .3 -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 6.CALCULATE THE TRI R E OP NING IN QUESTION(HEIGHT'WIDTH)OR 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 9.7 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)M - Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -55.0 -55.0 -55.0 -54.4 -53.9 -53.4 -53.0 -52.6 -52.3 -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTS/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -55.9 -55.9 -55.9 -55.3 -54.8 -54.3 -53.8 -53.5 -53.1 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53,4 +52.8 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55 -54.7 -105.6 -105.6 -105.6 -102.6 -100. - -94,8 -93,4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53. +53.0 130 ft +57) - .6 +57.6 +57.6 + . 8 +54. .. +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 - -106.9 -106.9 -106.9 -1• .6 .0 -94.6 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 140 ft +58.3 +58.3 +58.3 + ,.2 _'�- 5..I 4.2 +53.7 GENERAL NOTES: 150 ft -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 -108.2 -108.2 -108.2 -1,p�zaryl 0.6 - $ 7.2 -95.8 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 150 ft +59.0 +59.0 +59.0 + ? � X56.2 5^, +54.4 METHODOLOGY"PER ASCE 7-SO SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 -109.4 -109.4 -109.4 -10 �3' --.9 - -96.8 CRITERIA AS OUTLINED HEREIN. 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 160 k +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 160 ft +59.7 +59.7 +59.7 +58.5 +57. 6.1 +55.5 +55.0 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 -110.6 -110.6 -110.6 -107.5 -105.0 -102.8 -101.0 -99.3 -97.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 170 it +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 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 180 ft -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 180 ft -111.7 -111.7 -111.7 -108.6 -106.0 -103.9 -102.0 -100.3 -98.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 1+56.7 +56.1 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 0 ft -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 USE OF THESE TABLES AND COR$ESRO�I�ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED N HA_ B_ IL'PA ND VERIFIED BY THE GOVERNING 200 ft +62.1 +62.1 +62.1 +60.9 +59.9 + ,7 ® +62.1 +62.1 +62.1 1+60.9 +59.9 +59.1 +58.3 +57.7 +57.1 1 BUILDING DEPARTM ,, _ RMODER. RRANTY FOR APPLICABILITY OF TABLE -62.6 -62.6 -62.6 -61.9 -61.3 -6 7 'r 'S -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 VALUE USE IS OFFE D 'R'I.., 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 + .6 +_, 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 5. THIS TION.ICA O I ,tI>1j* QE T• 0 ER ANY PRODUCE APPROVED CERTIFICATION. RE �R �_ SEEQRA� U MITTED TEST CRITERIA AND OTHER -63.1 -63.1 -63.1 -62.4 -61.8 -6 .2 '� 3 9 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 APPROVALS FOR DE G TIONS I MATION AND APPLICABILITY OF THESE TABLE 220 ft '_L$V7 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 VALUES WHICH IS T 6 V I _Y 0 E_ I CCORDANCE WITH GOVERNING CODES. +63.1 +63.1 +63.1 +61.9 +60.9 + .Q +5 RG+,'•y 6.ADHERE TO ALL - OT - OSr: TEM ORDINANCES. 230 ft -63.6 -63.6 -63.6 -62.9 762.3 -6 .- "'moi fel 6'• 230 ft -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7,NO CERTIFICATIO ^ ITV OF THE HOST STRUCTURE. +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59. 8.6 +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -64.1 -64.1 -64.1 -63.4 -62.7 -62.2 -61.7 -61.2 -60.9 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 AFFIRMATIONS ARE INTENDED. 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF 250 ft -64.5 -64.5 -64.5 -63.8 -63.2 -62.6 -62.1 -61.7 -61.3 250 ft -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 -119.1 -119.1 -119.11-115.71-113.0 -110.7 -108.7 -107.0 -105.4 EAVE ROOF HEIGHT 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 a µ ROOF -65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 1 I HEIGHT 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 5 ��/� 280 ft -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 I ® I JC ® ® a +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 1+61.9 1+61.2 1+6 6 L ay O O -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -1 4 N 290k +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 290 ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +6 . I ALL ZONE FIGURES /�� Isom kc En o `a INIno ET ISSUE GSSN TSB 03D/05M2 5TH ED. FLORIDA BUILDING GO ES ENGINEERING o� o 0z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04109/12 r201[�1 Q� EXPRESSO {o \ A� T REV 2014 FRC DGM TSB 06/10/15 ` J o rL v - _ _ ASCE 7-10 CHAPTER 30 ® ,--;y CORVOMTE OFFICE: Z fpm 11,E-`lJ (n z ' "•� rlii9 SW 12th AVENUE, SUITE 106 ��_ z z F- DESIGN LOADS FOR COMPONENTS&CLADDING cT�jpEERFIELD BEACH, FL 33442 o v �`� a in .P z MASTER PLAN SHEET r m m N ;a O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 0 ,(] AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT CERT OF AUTH#9885 m= O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM z z _0 '� •� O PERMITTED AND INVALIDDI nONS,OR OTHER MATE OUR CE TCENGS TO HF CAT ONMENT ARE NOT ASCE 7- 10 EN GIN EERI NGEXPRESS.COM ` m 'c