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08-40-0942 GENERAL ROOFING NOTES: 1. ROOF SYSTEMS SPECIFIED SHALL BE APPLIED ONLY BY MANUFACTURER APPROVED APPLICATOR IN ORDER TO MEET GUARANTEE REQUIREMENTS. 5 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. ALL FLASHING CEMENTS, ASPHALTS, PRODUCTS AND ACCESSORIES SHALL BE APPROVED BY 4 \ ROOFING MANUFACTURER WITH THE MANUFACTURER'S BRAND, ALL ASPHALTS SHALL BE A AMERICAN MANUFACTURED PRODUCTS. 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 \ BE SUBMITTED FOR THE ARCHITECT'S REVIEW. 7• GENERAL CONTRACTOR TO NOTE ALL P.P. s & E.C. s MUST BE KEPT A MINIMUM OF 16 LINE OF STAIR #1 \ FROM H.V.A.C. CURB AND A MINIMUM OF 12" AWAY FROM ADJACENT PIPING OR CURBS. GENERAL CONTRACTOR TO PROVIDE A 1/2" CRICKET INSTALLED BEHIND ALL ROOF FANS. BELOW, SEE FLOOR PLANS '\ \ CONTRACTOR TO COORDINATE CURB HEIGHT ON UNIT WITH CRICKET TO MAINTAIN A 2 g A-301 3 /,\\/ \ \ 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 i FASTENED SAFELY TO RESIST A MAXIMUM WIND VELOCITY ACCORDING TO \ /�i \ THE CURRENT FLORIDA BUILDING CODE STANDARDS FOR HIGH VELOCITY ZONES. 1 ' \ \ \ A-420 � \ \ \ \D •Y•W rwY Y YuuYY GY• V i 4 U • V W V U y W i• r « W u V U v N • a Y Y NGaVu #26000522 V 4 V V Y G rn b Y E'VV UU•V V ♦ VVUN v v� U m � FASTENER NOTES: V W F V T V V C U 1. ALL BOLTS FOR ROOF DRAINS SHALL BE STAINLESS V V v V V U STEEL • Y W r • F Y r GG Y V V V 4 V v N V v Y • Y V • V i ' c. r « u• - s Y • u • �' C] v i R Aq CALCULATIONS: � u w s •! r• i• Y v Y Y v Y i V Y V V u V - � LOCATION: MIAMI, FLORIDA v W U • W • L"f u V t RAINFALL RATE: 5"/HR aW•W • ui YYY v cn a J • r••W W4, 2004 FBC PLUMBING TABLE 1106.2 w ROOF AREA CALCULATIONS: o N S w] F� L11 FLAT ROOF AREA PARAPET WALL AR TOTAL ROOF AREA (HORIZONTAL SURFACE) (1/2 WALL HEIGHT G m 19,831 SF 1,554 SF 21,385 SF s w VERTICAL RAIN LEADER CALCULATIONS: PROVIDED x Y - REQUIRED 21,385 SF /9 RDs = 2,377 SF (7) 4"0 RD @ 3,680 S.F MAX. EACH (9) 4"0 RD U-1 NOTE: HORIZONTAL DRAIN PIPING TO SLOPE J"/12" (27:) MINIMUM 2004 FBC PLUMBING TABLE 1106.3 �+[ I EMERGENCY OVERFLOW SCUPPER (2004 FBC - 1107.3) OVER FLOW SCUPPERS AREA REQUIRED (9) 4"RD © 12.6 SQ, IN. = 113.4 SQ. IN. \ F G H I J \ 4"0 ROOF DRAIN(TYP) I I I I \ AC EQUIP ON CURB, / \ / TYPICAL, SEE MECHANICA \ \ \DRAWINGS � \ / A/C U IT RACK, / TYPICAL EE I I I I MEC IC DRAWINGS \ FANS, TYPICAL, SEE MECHANICAL DRAWINGS DUCTS, C ENSATES L j J I A-420 \ AND RIGERANT LINES ' D N, TYPICAL, SEE i ECHANICAL DRAWINGS � 1 302 A-301 R02 I EXTRA ROOFING PLY EL. +56'-0" ROOF FOR WALKWAY TYPICAL +67.8' NGVD E ARCII1TCCiU7� "'yrII,V7,10RDCSIGN PLANNING SEAL)„ OVER FLOW SCUPPERS DIMS. & AREA PROVIDED, •'';� ��� 9 12"X12" C 144 SQ. IN. = 1,296 SQ. IN. ` TL Lill C) tfl e. RONEY J. MAT 0 AR 0008220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLOHIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 I Li ERED INSULATION E -- FOR SITIVE SLOPE TO I J ROOF D S, TYPICAL I I I- OVERFLOW SCUPPER, / MAC TYPICAL L PISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUL, 4TH FLOOR 10 MIAMI, FLORIDA 33143 I I I _ v I O LLLLV I I OXFORD UNIVERSAL 4311 PONCE DL LEON BLVD. CORAL CABLES, FLORIDA 33146 I 0966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATED ARCHITECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC UNLESS OTI1ERWISE PROVIDED FOR BY CONTRACT THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOI BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED RY THE ARCHITECT IFAGINEERS OF REc onn. P41ASE PERMIT DRAWINGS FILE NAME:' M:\0605\CD\SHEET\ARCH\A 120-OWG PROJECT NO. MA0605 1 DRAWN NY' RAG CHECKED BY RJM ISSUE DATE DECEMBER 10, 2007 REVISIONS SHEET TITLE , ROOF PLAN N ROOF PLAN, 11 1 11 SHEET. or: A-120 -