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Home My WebLink AboutNotice of Commencement 1 62" X 80' REPLACE DOORS IN 1 OPENING ONLY. OPENING HAS EXISTING HURRICANE PROTECTION INSTALLED UNDER PERMIT#C060102II62 PERHOMEOWNER. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 62 80 34.44 1 4 1 35`.`1 1 -38.3 FL16468.3 60.0 1 -60.0 FRONT ENTRY-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 12 FT 5 IN CRAWFORD RESIDENCE 4803 PALEO PINES CIRCLE DOOR REPLACEMENT PLAN . FORT PIERCE, FLORIDA 06/30/2015-2:37pm gabriels V:1Projectsl-2014-MPS1400 Wind Charts\ Reference100-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributep#ApeA(Sq Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO ppE ORST CASE'PRESSURES.'WORST CASE'IS ght 10 15 20 25 30 S0 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C ON WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO i _ QUI&ED FOR ITH THESE TABLES. -01.0 -40.0 -39.3 -38. -38.3 !9 -r -- FO -50.6 -48.6 -47.2 -46.1 -45.2 -04.5 -43.8 -43.2 -42.7 2. TABLES VALID O LX � F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 0-15 ft +37.6 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID F RP L E APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35. +35.1 .7 �t3.,. rt, LESS THAN 10°SHA B lE Bl INFER IG T SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -3 °. 13 i8 3 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B L• Thr KV�R E•*„ OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 + §2 „_ 34. 4 ) 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF L7 EAK R`• T. r SRI - 5.ALWAYS ROUND GFI•TS b LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -38.- 8. •0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI ATt E OP NING IN QUESTION(HEIGHT"WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.61+35.3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 1+35.0 +34.7 THE SPAN LENGTH(HEIGHT)M - Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 -43.6 -42.5 -41'.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 •48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 - -46.4 -45.8 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37,7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + Z 3 +36: +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5-YO,` 07 - -T9 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22ft +41.0 +39.9 +39.1 + &5 :,.t. 7.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -45f�"" 4 ,6 -4 9. 47.3 -46.7 1. TABLES ARE TO 8E USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 8. ,38.0 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 9 r ...4. - -47,1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 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 -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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 -06.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 1+41.3 +40.5 +39.9 +39.4 +39,0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -453 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED SL RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 28 ft -`16.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 8 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORES ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED -BEIN�H/,{_ BES_ ND VERIFIED BY THE GOVERNING - +43.1 +42.0 +41.2 +40,5 +40.0 + . .9 +38:_ ,y +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPAl, , -P RIRRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4 !6 "'• �2j T6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D 29 ft 29 ft 5.THIS SPECIFICA O I O- Q T• 0 ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 + .9 . [+'3_, ►t3. / +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 1+38.91 CERTIFICATION. RE R SE@,RA •U MITTED TEST CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4 t9� �3.5� •2 9 (\ 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G, L!$T TION F• MATION AND APPLICABILITY OF THESE TABLE UES WHICH IS R +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 y. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 VBLEXC ERTIF EXPRESSLY P -r OT SIN,NO III I CCORDANCFTHE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 + 9. +9.5 c 9, +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 rr TEM ORDINANCES. PT AS 32 ft -48.1 -46.9 46.1 45.4 44.9 4 32 ft 59.4 57.0 55.4 54.1 53.0 52.1 51.4 50.7 50.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. ADDITIONAL CERTIFICATIONS OR -09.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF EAVE HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 1 a a ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 SO ft +48.7 +47.4 +46.5 +45.8 1+45.2 +44.7 +44.3 +43.9 +43.6 5 0 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 ® I 4 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 :t485.2 +44.8 +44.5 55 O 0 Q-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 5 .6 -57.9 -57.2 EL v60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 46.0 +45.7 +45.3 WALL ZONE FIGURES (A ° REMARKS DRWN CHKD DATE :wm Ill - INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o m� m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (�Oi/1)1 K ° .� r I REV 2014 FBG DGM TSB 06/10/15 ` 14 J EXPRESS o� �\ �r- - = ASCE 7-10, CHAPTER 30 coavonAre OFFICE: m W I-m z m 160 SW 12th AVENUE, SUITE 106 $m 0 z I-+ DESIGN LOADS FOR COMPONENTS &CLADDING \ z A DEERFIELD BEACH, FL 33442 o v a MASTER PLAN SHEET m m r! z O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 A pO K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z 3 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 m 0 _ W N ADDRIONS,OROTHERMARKNGSTOTHISDOCUMENTARENOT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM A z n O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM �'{ ul