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HomeMy WebLinkAboutPLANSName: O'Connell -Ed SCANNED BY Address: 5059 N. H wy. A3A # 605, Fort Pierce FL 34949 St. Lucie Count Mean Roof Height 90 Building Width F50 Building Length 50 Type of Structure Single Family Condo UNIT #605 HALLWAY O O oarsnwc aacss000a BEDROOM KITCHEN UNIT LIMIT NEXF DOOR BEDROOM DINNING ROOM' DOOR O LIVING ROOM BALCONY nV Page 1 of 1 Impact 9MRS #� Window t� �B'D &Door_ Office: 561-594-1540 Fax: 561-249-2302 # Size Product Approval 1 52 X 62 ImpactSH 15-0512.10 2 52 X 62 ImpactSH 15-0512.1 3 141 X 96 Impact S.G.D. 15-0619.06 i Series C&C Sch ED. FLORIDA BUILDING CODE (2014) SL ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES PSF) - ZONE 4 Roof Tributa Area 5 Ft Height 410 IS 20 2S 50 F. -54.9 -54.9 .54.9 .54.3 -53.7 -5 ,a 1 51-70 it +54.9 ♦54.9 +54.9 +53.1 +53.0 + .2 '56.2 -56.2 -56.2 -55.6 -S5.0 -5 IS 5 7 -5 a soft +56.2 +56.2 +56.2 +55.1 +54.2 + [5 52.2 1 90ft -57.3 -57.3 -57.3 -56.7 .56.1 -5 . T .5 i57,3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.9 -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 100ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +55.5 +53.9 -59.4 .59.4 .59.4 .58.7 -58.1 -57.6 -57.2 -56.8 -56.4 130ft +59.4 +59.4 +59A +58.2 +57.3 +5&5 +55.8 +55.2 +54.7 -60.3 -60.3 -60.3 -59.6 -59.0 .58.5 .58.0 -57.6 -57.3 120It +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +567 1 +56.1 +55.5 -61.1 -61.1 -61.1 -60.5 -59.8-58.s -58.4 -58.1 130k +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 140 It -61.9 -61.9 -61.9 .61.3 -60.6 .60.1 -59.6 .59.2 .58.8 +61.9 +61.9 +61.9 +507 +597 +58.9 +58.2 +57.6 +57.0 -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 150It +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 160ft 1 +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 _64.0 -64.0 -64.0 -63.4 -62.7 .62.1 -61.6 -61.2 -60.9 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 -64.7 -64.7 -64.7 -64.0 -63.3 .62.8 .62.3 -61.8 -61.4 180 R +647 +647 +647 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 -65.3 -65.3 .65.3 -64.6 .63.9 .63.3 -62.9 -62A .62.0 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 - 200 it 1 +65.9 +65.9 +65.9 +64.6 +63.6 + +6 '6GA .66.4 .66.4 .657 .65.0 .6 .5 230ft +66.4 +66A +66.4 +65.2 +64.2 + '67.0 .67.0 .67.0 .66.3 .65.6 -6 .0 :0 - 220It +67.0 +67.0 +67.0 +657 +64.6 + .7 2:3, 4 '-666799..58 --G7.5 -67.5 -66.8 -66.1 -6 .230f +67.5 +67.5 +67.5 +66.2 +65.1 +66.2 +63 2.2 -68.0 -68.0 -68.0 -67.3 .66.6 .66.0 .65.5 -65.0 -64.6 240 t +68.0 468.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 250 +68.5 +68.5 468.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 -63.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 .65.9 -65.5 260 +68.9 +68.9 +68.9 +67.6 +665 +656 +68 +641 +635 -69.4 -69.4 694 .687 -679 .673 5 65 .9 270 It +69 +9 6+.fi98168.4.+65.3 +64.5 +63.9 -69.8 66.8 -6 6.4 280 it +8( +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 "70 - -69.5 -68.8 -68.2 -67.6 -67.2 .66.8 290t .68.9 +67.8 +66.9 +66.1 +65.4 +64.7 s EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PSF -ZONES Roof Tributa Area 5 Ft jVeight SO 15 20 25 30 35 40 45 50 -100.6 400.5 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 61-70 It-100.6 1 +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 -103.0 -103.0 -103.0 -100.1 .97.7 -95.7 -94.0 .92.5 -91.1 80 it +56.2 +56.2 +56.2 +55.1 .54.2 +53.5 +52.8 +52.2 +51.7 -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 90 ft +57.3 +57.3 +57.3 ♦56.2 +55.3 +54.6 +53.9 +53.3 +52.8 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 .94.7 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 -108.9 -108.8 -108.8 -105.8 -103.3 -101.2 .99.4 -97.8 -96.3 210 it +59.4 +59A +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 -110.5 .110.5 .110.5 .107.4 -104.9 .102.7 .100.9 .99.2 .97.8 120 R +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56A +55.5 .112.1 .112.1 -108.9 -106.3 -100.6 -99.2 130 it-I111 +61.1 .61.1 +61.1 + W 2 +57! +56.3 -113.5 -313.5 -1 3:6' .9 -100.4 140 It-113.5 +61.9 +61.9 +61.9 + :J 7.6 +57.0 -114.9 -114.9 -114.9 -1 150 it +627 +62] +62.7 + 5. _ + 9.6 8, +57.7 -116.2 -llfi.2 -116.2 -11 1Q` .1 - -102.8 160 it +63.4 +63.4 +63A +62.1 +61.1 9.6 +58.9 +58.4 -117.4 -117.4 -117.4 -114.1 .111.4 .109.1 -107.2 -105.4 -103.9 170 It +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 '118.6 -118.6 -118.6 -115.2 -112.5 .110.2 .108.3 .106.5 .104.9 190 It +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 -119.7 -119.7 -119.7 .116.3 -113.6 .111.3 .109.3 -107.5 .105.9 190 it +65.3 +65.3 465.3 +64.0 +63.0 1 +62.1 +61A +60.7 +60.1 -120.8 -120.8 -120.8 -117A -114.6 -1113 -110.3 -111,1 -106,9 Oft +65.9 +65.9 ♦65.9 +64.6 +63.6 .62.7 +61.9 +61.3 +607 .121.8 -121.8 .121.8 418.4 -115.6 413.2 -111.2 -109.4 -107.8 210 It +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 1 +62.5 1 +61.8 +61.2 -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 220it +67.0 +67.0 +67.0 +65.7 +64.6 +637 +63.0 +62.3 +61.7 -123.7 -123.7 .123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 230 It +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 -124.7 .124.7 .124.7 -121.2 .118.3 -115.9 .113.3 -112.0 .110.3 240 it +68.0 +68.0 +68.0 +66.7 +65.6 +".7 463.9 +63.2 +62.6 -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 250 it +68.5 +68.5 +685 +67.2 +66.1 465.2 +64.4 +637 +63.1 -126.4 -126.4 -126.4 -122.9 -120.0 -117Z -115.4 -113.5 -111.9 26D f[ +68.9 +68.9 +68.9 +67.6 466.5 +65.6 464.8 +64.1 +63.5 127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -1143 -112.6 270ft +69.4 +69.4 +69.4 +68.1 +67A +66.1 +65.3 ♦64.5 +63.9 -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -11&9 -115.0 -113.3 280 ft +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 ♦657 +65.0 +64.3 -129.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 290ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 1 +647 WIND VELOCITY = 170 MPH L MRH > 60' EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLATTERRAIN RlMa I] 6. CALCULATE TH THE SPAN LENGTH WK.]CW I09119.ltaaU-104 GENERAL NOTES: ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES WEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT 1 T. LE VALUE OR CONSERVATIVE ASSUMPTION. NING IN QUESTION (HEIGHT. WIDTH) OR EFFECTIVE WIDTH THAT NEED NOT BE LESS '3). USE THE AREA BETWEEN STRUCTURAL EN STRUCTURAL MULLS. IF THE TRIBUTARY IHE MOST CRITICAL (10 SQUARE FEET) SHALL VN TO THE LESSER TABLE VALUE. FOR LARGER ARGEST PUBLISHED VALUE. TERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER QUESTIONABLE OPENING IS TO BE I ONE. RES FOR USE AS REQUIRED BY THE LOCAL 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 K2t=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF KG (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. THIS PRODUCT APPROVED :ST CRITERIA AND OTHER AFFIRMATIONS ARE INTENDED. a-10%OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, r PEAK ROOF WHICHEVER IS SMALLER, BIIT NOT LESS THAN 4%OF LEAST HORIZOMAL HEIGHT DIMENSION OR 3FT (1m). USE ZONE 5IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF EAVE HEIGHT a a y y ROOF 112mio--L HEIGHT55 5 WALL ZONE FIGURES �, f SOMET IC to a o Q REMARKS CHKO DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING `� _1 o0 0 0$ INRISSUE TSB 03/05/12 m - 3 �201[,,� EXPRESS® O1 PF REV- ADJUSTED HEIGHTS TSB 04/09/12 REV2014FBC I TSB 06/10/15O a m A - 2 ASCE 7-10, CHAPTER 30 CO-0 reLn �: C]_ 1Oz yF+ m •P z DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 6 9 D N _ 1 n TMSDOWMEMISTHEPROPEU70FENGNEEFWGENPRESS, P:(954) 354-0660 F:(954)354-0443 i n p Q AND SHALLNOT BE REPRODUCe01N WHOLE ORPAFTWITHOUT CERT OF AUTH 99805 i y Q WwrTDv coxswraFEAGca_ERmG EUREssALTBOATroNs. ADOITIONS,OROTHERMARMNGSTOTHISDOCUMEWN NDT ASCE 7-10 E: HELLO@ENGINEERINGEXPRESS.COM LrI PEaunEDANDINVAIIDATEou6cERRTD1noN. EN GIN EERING EXPRESS. CO M" m ,-