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13-1379-009,%TOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) _,ATOP OF EXIST. BEAM EL. = +8' -2" (V.I.F.) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TOP OF SLAB - - - - 0❑ -❑❑ -Q ❑ B❑ - D❑ -a❑ ❑ ❑ -D❑ 9 ❑ -❑❑ ❑ 4;1- ❑ 9-0- EL. _ - - - TOP OF SLAB _ EL. = +0' -0" TOP OF SLAB EL. = +0' -0" 42 PSF +39 PSF NOA #12- 0706.02 -43 PSF +39 PSF NOA #12- 0706.02 FRONT ELEVATION SCALE: Y4" = 1' -0" TOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) TOP OF EXIST. BEAM - EL. = +8' -2" (V.I.F.) TOP OF SLAB EL. = +0' -0" Imo: .. - - -- - /I - - - - - - - - .•v.. RIGHT ELEVATION SCALE: Y4" = 1' -0" REAR ELEVATION SCALE: Y4" = 1' -0" C�❑ LEFT ELEVATION SCALE: Y4" = 1' -0" 0 -- -41 PSF +39 PSF NOA #11- 1018.14 ,STOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) ,%TOP OF EXIST. WD BEAM EL. = +8' -2" _ TOP OF SLAB EL. = +0' -0" TOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) ,ATOP OF EXIST. BEAM EL. = +8' -2" (V.I.F.) ,STOP OF SLAB EL. = +0' -0" WALLS a - 41- 0' .I O I� \(D/ U 201 O i 20 OO i 01 102 1 1 V � i0\ •o O 3 �. a �_ ROOF WIND LOADS ON COMPONENTS & CLADDING ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. 500 SQ. FT. O1 - 36.7 - 35.7 - 34.4 - 33.3 - 33.3 - 33.3 Q2 - 63.8 - 58.7 - 52.3 - 46.9 - 46.9 - 46.9 Q3 - 94.3 - 88.3 - 80.5 - 74.0 - 74.0 - 74.0 ® -43.4 -41.7 -39.4 -37.3 -35.6 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ,STOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) ,%TOP OF EXIST. WD BEAM EL. = +8' -2" _ TOP OF SLAB EL. = +0' -0" TOP OF EXIST. RIDGE EL. = +12' -9" (V.I.F.) ,ATOP OF EXIST. BEAM EL. = +8' -2" (V.I.F.) ,STOP OF SLAB EL. = +0' -0" WALLS a - 41- 0' .I O I� \(D/ U 201 O i 20 OO i 01 102 1 1 V � i0\ •o O 3 �. a �_ ROOF WIND LOADS ON COMPONENTS & CLADDING ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. 500 SQ. FT. O1 - 36.7 - 35.7 - 34.4 - 33.3 - 33.3 - 33.3 Q2 - 63.8 - 58.7 - 52.3 - 46.9 - 46.9 - 46.9 Q3 - 94.3 - 88.3 - 80.5 - 74.0 - 74.0 - 74.0 ® -43.4 -41.7 -39.4 -37.3 -35.6 -33.3 Q5 -53.6 -50.1 -45.5 -41.3 -37.9 -33.3 Q4 8t© + 40.1 + 38.3 + 36.0 + 33.9 + 32.2 + 29.9 NOTES: 1. COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON K61=13.85 PER ASCE 7 -10 & FLORIDA BUILDING CODE 2010. 2. THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS GENERAL INFORMATION & PERMIT ONLY. 3. IT IS THE RESPONSIBILITY OF THE WINDOW /DOOR MANUFACTURER AS A SPECIALTY ENGINEER TO CALCULATE & DETERMINE EA. WINDOW /DOOR WIND PRESSURES AS REQUIRED BY THE 2010 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES SHOWN ON THIS PLAN. 4. ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE WINDOW /DOOR SYSTEM PART OF THIS PROJECT. 5. ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WIND LOADS PER ASCE 7 -10 & 2010 FBC THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC S�C�ONS R4403.16 & R4410. 81111 -,- U FP4 ST R UCrII R.41- Ecr101t TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM w TO THE STRUCTURAL REQUIREMENTS OF,•F.B C. ?01 Q, LATEST U REVISIONS, INCLUDING SECTIONS P O' FT.V.H.Z. Q 0 -J i ENGINEER OF RECORD HERE PRESM .' W RESERVES HIS COMMON W GOPYRIG{T AND OTHER 0� Q/ PROPERTY RIG IN THEREl PLANS. THIS DESIGN AND DRAWINGS -ARE 2 NEITHER TO BE REPRODUCED, COPIED, NOR yj CHANGED IN ANY FORM OR MANNER WHATJ- -j . ALES FROCHkL, '! SO EVER NOR ASSIGNED TO ANY PART'r r WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ". • F p y6Q� S5n{ipano venye•' - i $ ROCHELL ENGINEERING, INC STRUCTURAL, CONSULTING ENGINEERS ROCHELL ENGINEERING, INC. •.0 ICGo6(e9: fbtrda 3 +" _ ' �o TEL ,�9.py ;.j%4'9 41 CERT: OF AUTHORIZATION No, 27054 : b e lu a design company, inc. J 2750 NW 3RD AVE STE 23 MIAMI FLORIDA. 33127 TEL (305) 531 -8688 FAX (305 ) 531 -4554 # AA 26 01595 #19 26000969 These design drawings are the exclusive copyright of blue, a design company, inc. These drawings and plans are prepared solely for use with this project and are not to be disseminated for use by any other individual or ntity or any other project without the written company, inc. WNSI LTANr CLIENT/ PROJECT ADDF�88 U w � U W Q 0 -J Q W O Q/ (D J LL- Q U7 Q �o = 0- E. M. JMTL 09 -20 -13 REV= SMALE AS SHOWN d® N0. MRTNETO SHM S -3 OF sera