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08-40-093GENERAL ROOFING NOTES: 1. ROOF SYSTEMS SPECIFIED SHALL BE APPLIED ONLY BY MANUFACTURER APPROVED APPLICATOR IN ORDER TO MEET GUARANTEE REQUIREMENTS. 2. COORDINATE LOCATION OF MECHANICAL UNITS WITH STRUCTURAL AND MECHANICAL DRAWINGS. 3. PONDING WATER IS DEFINED AS WATER THAT DOES NOT DRAIN OR DISSIPATE FROM THE \`\ ROOF WITHIN 48 HOURS AFTER PRECIPITATION. \ 4 4. ALL FLASHING CEMENTS, ASPHALTS, PRODUCTS AND ACCESSORIES SHALL BE APPROVED BY 4 ROOFING MANUFACTURER WITH THE MANUFACTURER'S BRAND. ALL ASPHALTS SHALL BE AMERICAN MANUFACTURED PRODUCTS. i \ � \. 5. ALL METALS USED FOR THE PROJECT SHALL BE GALVANIZED METAL IN 20 GA., 24 GA. AND/OR 26 GA. AS INDICATED IN THE REFERENCED DETAILS. \ 6. FULL SUBMITTALS FOR ALL ROOF SYSTEM, MATERIALS, PRODUCT AND ACCESSORIES SHALL 3 \\ ;' \ BE SUBMITTED FOR THE ARCHITECT'S REVIEW. \ 7- GENERAL CONTRACTOR TO NOTE ALL P.P.'s do E.C.'s MUST BE KEPT A MINIMUM OF 16" LINE OF STAIR \\. /� FROM H.V.A.C. CURB AND A MINIMUM OF 12" AWAY FROM ADJACENT PIPING OR CURBS. \\., GENERAL CONTRACTOR TO PROVIDE A 1 BELOW, SEE FLOOR 2" CRICKET INSTALLED BEHIND ALL ROOF FANS. � \ / 2 PLANSCONTRACTOR TO COORDINATE CURB HEIGHT ON UNIT WITH CRICKET TO MAINTAIN A A-301 3 3 \\ \'' , ;a MINIMUM OF 8" FLASHING HEIGHT, (TYP.) 8. LOCATION OF ALL ROOF DRAINS SHALL BE COORDINATED WITH ALL ROOF EQUIPMENT SO AS TO NOT CONFLICT WITH ANY SUPPORTS OF THE EQUIPMENT NOR WITH THE CRICKETS AND ROOFING MEMBRANES. \' \ 9, ALL ROOF MOUNTED EQUIPMENT, CURBS, WOODWORK AND SHEET METAL WORK SHALL BE FASTENED SAFELY TO RESIST A MAXIMUM WIND VELOCITY ACCORDING TO "r \. THE CURRENT FLORIDA BUILDING CODE STANDARDS FOR HIGH VELOCITY ZONES. Q 3 \' \\ z \ f \ A-420 Afpl/ \ \ \ \ / CH \\ \ ^ r \. 4"0 ROOF DRAIN TYP AC EQUIP ON CURB, TYPICAL, SEE MECHANICA \\ \•\ / \`\ DRAWINGS A/C UNIT RACK, \: / TYPICAL EE MEC ICAL DRAWINGS FANS, TYPICAL, SEE MECHANICAL DRAWINGS /;. \• �' r' \`\. DUCTS, C ENSATES L -{ ` / \ AND RIGE',ANT LINES N, TYPICAL, SEE \ MECHANICAL DRAWINGS \ \ 0 / f f/ f� EXTRA ROOFING PLY OILEL. +56'-0" ROOF FOR WALKWAY, TYPICAL +67.8' NGVD A-301 i i ERED INSULATION A-302 r / ✓`' FOR SITIVE SLOPE TO L' ' _ J E ROOF D S, TYPICAL i` i R02 i ELEV MACH OVERFLOW SCUPPER, R 22 TYPICAL 1 422 3 FAo'TENER NOTES: U U • • V V 1. ALL BOLTS FOR ROOF DRAINS SHALL BE STAINLESS STEEL. Y u ` • U V V • V V .+ • V • • U V • c' • Y V V f • U U • • " u" U "uu •i• • CALCULATIONS: ... LOCATION: MIAMI, FLORIDA 41 YY i • i " u • r RAINFALL RATE: 5"/HR • r • Y Y V • C 2004 FBC PLUMBING TABLE 1106.2 •u"" `""`" `"` ROOF AREA CALCULATIONS: FLAT ROOF AREA PARAPET WALL AREA TOTAL ROOF AREA (HORIZONTAL SURFACE) (1/2 WALL HEIGHT) 19,831 SF 1,554 SF 21,385 SF VERTICAL RAIN LEADER CALCULATIONS: REQUIRED PROVIDED 21,385 SF /9 RDs = 2,377 SF (7) 4"0 RD @ 3,680 S.F MAX. EACH (9) 4"0 RD NOTE: HORIZONTAL DRAIN PIPING TO SLOPE J"/12" (2%) MINIMUM 2004 FBC PLUMBING TABLE 1106.3 EMERGENCY OVERFLOW SCUPPER (2004 FBC - 1107.3) OVER FLOW SCUPPERS AREA REQUIRED (9) 4"RD © 12.6 SQ. IN. = 113.4 SQ. IN. OVER FLOW SCUPPERS DIMS. & AREA PROVIDED (9) 12"X12" ® 144 SQ. IN. = 1,296 SQ. IN. OL .................... .... .::................. ............................. ............................. ..... ....................... 10 � ROOF PLAN, �.. / 313211 _11_011 h W << io� mc U n W J , LL S � U Wu O J W o W y ~ N � M VJ � G1 M m d N C tq LL � r I U 4 4 � I I q N w o M W Acac w W � ti L Ac U O � V - 2 I I Q III ARCHITCTURE" 'INTERIOR DESIGN PLANNING ; l r, ,.....• - 'e RQI�EY J MATEO-�"`�'� AR OdD822(} JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 I M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 PISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHITECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: M:\0605\CD\SHEET�ARCHW-120.DWG PROJECT NO: MA0605 DRAWN BY: RAG CHECKED NY: RJM ISSUE DATE: DECEMBER 10, 2007 REVISIONS #3 04-30-08 BLDG COMMENTS SHEET TITLE ROOF PLAN SHEET: OF A-120