IRON WOODS ROOF DECK, DECK TILE AND PEDESTAL SYSTEM UPLIFT MASTER PLAN (HIGH WIND)

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1 IRON WOODS ROOF DECK, DECK TILE AND SYSTEM UPLIFT MASTER PLAN (HIGH WIND) DECK TILE OPTIONS ITAUBA X IPE X X 8 X 7 TYP. x WOOD PANEL DESIGN ORIDA BUILDING CODE 6TH EDITION (07) ASCE 70 MAXIMUM WIND SPPED Vult=75 MPH / Vasd=6 MPH ( SECOND GUST), EXPOSURE 'C', ENCLOSED STRUCTURE, URE, RISK CATEGORY=II, Kd=0.85, Kzt=.0, Kz=TABLE 0., GCpi=+/0.8 qh = *Kz*Kzt*Kd*V*V P = qh ((GCp)(GCpi)) MAIN ROOF HEIGHT, MRH= SEE PAGE 5, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0 PRESSURES (PSF) : SEE E PAGE 5 INSTALL ALL SYSTEMS S PER MANUFACTURER'S R'S SPECIFICATIONS. GENERAL. THIS SYSTEM IS APPROVED FOR USE OF 60 PSF MAXIMUM LIVE LOAD. THE ARCHITECT OR ENGINEER OF RECORD SHALL VERIFY THE INTEGRITY OF HOST STRUCTURE TO SUPPORT IMPOSING LOADS OF UP 0 LB PER. ANY CONDITIONS BEYOND, AS SHOWN HEREIN, ARE REQUIRED TO BE AS PER SITE SPECIFIC PLANS BY A LICENSED DESIGN PROFESSIONAL.. DIMENSION LUMBER SHALL BE STRUCTURAL SOUTHERN PINE GRADE # WITH SPECIFIC GRAVITY, G=0.55 MEETING APPLICABLE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU (SPIB). FOR IPE AND ITAUBA (SPECIES NOT UNDER NDS REFERENCE DESIGN VALUES) SHALL HAVE MIN. BENDING STRENGTH, Fb =,50 PSI AND MIN. SPECIFIC GRAVITY, G= WOOD IN CONTACT WITH CONCRETE OR MASONRY, SHALL BE PROTECTED WITH 0 # FELT (U.N.O.) OR PRESSURE TREATED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE BUILDING CODE AND AMERICAN WOOD PROTECTION ASSOCIATION.. IT IS CRITICAL THAT TOP UNITS & COUPLERS HAVE A MINIMUM INSERTION OF THREE FULL THREADS OF ENGAGEMENT TO COMPLETELY SECURE THE COMPONENTS AND ENSURE STABILITY AS PER MANUFACTURER SPECIFICATIONS. 5. DO NOT OVEREXTEND E TREADED PIECES. SETTLING MAY OCCUR WHEN S ARE PLACED ON GRADE. 6. DECKS ARE REQUIRED TO HAVE AN EDGE RESTRAINT ON ALL SIDES. 7. IRON WOODS S ARE FOR USE WITH PEDESTRIAN TRAFFIC ONLY; DO NOT USE WITH MOTORIZED, WHEELED OR EQUIPMENT TRAFFIC. 8. IRON WOODS S HAVE A MAXIMUM 00 lb / LOAD BEARING CAPACITY WITH A FACTOR OF SAFETY OF (FS:). 9. LEVELING SHIMS CAN BE USED SO LONG AS THEY ARE PROPERLY SECURED TO THE TOP USING THE SPECIFIED ADHESIVE. 0. ALL OOR TRANSITIONS MUST BE USH AND SMOOTH.. ALL MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND ORIDA BUILDING CODE 6TH EDITION (07).. THIS DOCUMENT CERTIFIES UPLIFT REQUIREMENTS ONLY. THE DESIGN, CAPACITY AND INTEGRITY OF THE PANELS AND SUPPORTING STANDS IS BY OTHERS AND OUTSIDE THE SCOPE OF THIS CERTIFICATION. THE INTEGRITY OF THE HOST STRUCTURE AND SUBSTRATE TO WHICH THIS IS AFFIXED IS BY OTHERS AND NOT PART OF THIS CERTIFICATION. THIS WORK HAS NOT BEEN FIELD INSPECTED FOR CONFORMANCE BY THIS OFFICE AS OF THE DATE OF THIS PLAN.. THE USE STEEL CABLES AS SHOWN HEREIN IS INTENDED TO PREVENT DECK FROM BECOMING YING DEBRIS. SEPARATION OF ADHESIVE MAY OCCUR BEFORE CABLES HOLD DESIGN EVENT FORCES. INSTALLATION SCOPE:. ELEVATOR BASE S ARE TO BE ADHERED TO THE EXISTING ROOF SUBSTRATE USING SIKAEX FC ADHESIVE. PREPARE ALL SURFACE AREAS PRIOR TO ADHESION AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.. IRON WOODS PANELS ARE TO BE ATTACHED THOUGH OUT STEEL CABLES AND ATTACHED AT ENDS TO HOST STRUCTURE AS PER SCHEDULE SHOWN ON PAGE IN COORDINATION TO SPAN/REACTIONS REQUIRED TABLES.. EDGE RESTRAINTS ARE REQUIRED PER MANUFACTURER'S SPECIFICATIONS AT ALL LEADING EDGES OF THE IRON WOODS ROOF DECK, DECKING AND SYSTEM.. NO FOOT TRAFFIC IS TO BE ALLOWED WITHIN THE FIRST HOURS AFTER ADHESION PROCESS HAS BEEN COMPLETED. 5. THREAD ENGAGEMENT OF THE IRON WOODS SYSTEM SHALL NOT FALL BELOW THREE () FULL THREADS. 6. IRON WOODS S SHALL ONLY BE SHIMMED IN CONJUNCTION WITH APPROVED PRODUCTS FROM IRON WOODS. ABBREVIATIONS: SAMPLELE PSF PLF PSI IN LB FT DIA. MPH O.C. U.N.O. S.S. N.T.S. N/A REQ'D TYP. MRH POUNDS PER SQUARE FOOT POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH INCHE(S) POUND(S) FOOT, FEET DIAMETER MILES PER HOUR ON CENTER UNLESS NOTED OTHERWISE STAINLESS STEEL NOT TO SCALE NOT AVAILABLE, NOT APPLICABLE REQUIRED TYPICAL MEAN ROOF HEIGHT AML B 0/0/8

2 CONVENTIONAL IRON WOODS DECKING ON S WITH "X" WOOD STRINGERS CONVENTIONAL DECK CABLE SYSTEM RUNNING PERPENDICULAR TO DECKING STRINGERS SCALE: /" = '0" SECTION A SECTION B ATTACH DECK TO STRINGERS SCREW PLUG WITH () #7x/" T05 SS SCREWS AT EA. CONNECTION POINT TYP. 5/"x" NOMINAL P.E5/"x" "x" STRINGERS TO WITH () #x/" 5/"x" NOMINAL T6 SS SCREWS TYP. "x" STRINGERS TO WITH () #x/" T6 SS SCREWS TYP. TOP (5/"Ø) PROVIDE A MINIMUM OF FULL THREADS OF ENGAGEMENT PER MANUFACTURERS SPECIFICATIONS BASE (8"Ø) PLCK PWS PLATTACH SECTION SCALE: " = '0" "x" WOOD STRINGERS LAID AT ON SOUTHERN PINE GRADE OR BETTER AT " O.C. MAX. DIA.x /8" STANDARD "U" STAINLESS STEEL BRACKET HOLDER T6 ATTACHED TO 5/"x" NOMINAL WOOD PANEL W/ () #0x" STAINLESS STEEL STAINLESS STEEL CABLE, EYE WOOD SCREWS T6 AT CENTER OF EACH PANEL & EYE TURNBUCKLE FOR ("x" MPMAN TRIBUTARY AREA),700 LB ALLOWABLE SAFETY WORKING LOAD STEEL CABLE WOOD STRINGERS LAID AT ON SOUTHERN PINE GRADE SCREW JACK OR BETTER BEAM/" AT " O.C. MAX. w/ JOIST CAP AT " O.C. SCREW JACK SEE TYP. DETAIL / w/ JOIST CAP AT " O.C. ATTACH STEEL CABLES TO SEE TYP. DETAIL / EXISTING HOST STRUCTURE HOST AT EACH END AS PER STRUCTURE SCHEDULE TABLES, OR SA"x" SEEAM CABLE ATTACHMENTS DETAIL SCA SCALE: " = '0" SCREWSE DECKING ATTACHMENT TO STRINGERS DETAIL SAMPL MPLE LE /" DIA.x /8" STANDARD "U" STAINLESS STEEL BRACKET HOLDER T6 ATTACHED TO WOOD PANEL W/ () #0x" STAINLESS STEEL WOOD SCREWS T6 AT CENTER OF EACH PANEL ("x" TRIBUTARY AREA) 5/"x" NOMINAL AML B 0/0/8

3 IRON WOODS DECK TILES ON S DECK CABLE SYSTEM DETAIL SCALE: /" = '0" PROVIDE A MINIMUM OF FULL BASE (8"Ø) THREADS OF ENGAGEMENT PER MANUFACTURERS SPECIFICATIONS SECTION SCALE: " = '0" /" DIA.x /8" STANDARD "U" STAINLESS STEEL BRACKET HOLDER T6 ATTACHED TO "x" DECK WOOD PANEL W/ () #0x" STAINLESS STEEL S W/ TILES WOOD SCREWS T6 AT CENTER OF EACH PANEL PRESSURE PINS ("x" TRIBUTARY MPTH AREA) SCREW JACK AT " O.C. SEE TYP. /SA DETAIL / HOST STRUCTURE CABLE ATTACHMENTS DETAIL SCALE: " SBLE = '0" P EPRESSURE "x" DECK TILES DECKING ATTACHMENT TO DETAIL /" DIA.x /8" STANDARD "U" STAINLESS STEEL BRACKET HOLDER T6 ATTACHED TO WOOD PANEL W/ () #0x" STAINLESS STEEL WOOD SCREWS T6 AT CENTER OF EACH PANEL ("x" TRIBUTARY AREA) E PRESSURE PINS "x" DECK TILES TOP (5/"Ø) STAINLESS STEEL CABLE SYSTEM (,700 LB ALLOWABLE SAFETY WORKING LOAD REQ'D) SAM =SAM MPL PLE EYE & EYE TURNBUCKLE FOR,700 LB ALLOWABLE SAFETY WORKING LOAD STEEL CABLE ATTACH STEEL CABLES TO EXISTING HOST STRUCTURE AT EACH END AS PER SCHEDULE TABLES, OR "x" DECK TILES AML B 0/0/8

4 PREFABRICATED WOOD DECK PANEL TILE TOP (5/" DIA.) W/ PRESSURE PINS BASE 8" DIA. TOP BASE ASSEMBLY DETAIL A MINIMUM OF FULL THREADS OF ENGAGEMENT PER MANUFACTURER'S SPECIFICATIONS APPLY SIKAEX FC POLYURETHANE, ELASTOMERIC ADHESIVE TO BOND TO HOST STRUCTURE. INSTALL AS PER MANUFACTURER SPECIFICATIONS WITH MINIMUM OF /"x8" LONG STRIP OVER THE BASE EXISTING ROOF SURFACE BY OTHERS SE SCREW JACK WITH JOIST CAP SDESTAL SAMPLE SELF LEVELING SCREW JACK SYSTEM AML B 0/0/8

5 SA M PL E TABLE SCHEDULE INTO WOOD MARK W W W DESCRIPTION EYE SCREW LAG BOLT ASTM A07 MIN. WOOD THREAD PENETRATION (IN) MIN. WOOD EDGE DISTANCE (IN) 8 SHEAR CAPACITY (LB) ,, 60,, 90, WOOD LUMBER BASE MATERIAL SHALL HAVE MIN. SPECIFIC GRAVITY, G=0.55. SHEAR LOADS APPLIED PARALLEL TO WOOD GRAIN APPLICATIONS. x NARROW STUDS FACE APPLICATION. TABLE SCHEDULE INTO HOLLOW OW BLOCK C DGE MIN. EDGE NCE (IN) DISTANCE SHEAR CAPACI CAPACITY (LB) " MIN. CONCRETE MASONRY UNITS CONFORM TO ASTM C 90, f'm,500,5 PSI. MINIMUM PLASTIC TABS SHEAR STRENGTH =.5 KSI WITH SAFETY FACTOR ADOPTED OF. TABLE R SCHEDULE INTO CONCRETE DESCRIPTION C C C C C5 A89 SET IN HILTI HDI DROPIN A89 SET IN HILTI HITRE 500 ADHESIVE EPOXY & THREADS PER IN ONCRETE TE EMBED. EM CONCRETE IN) (IN) IN. EDGE MIN. (IN DISTANCE (IN) SHEAR CAPACIT (LB) CAPACITY /6 5,,08,,, 6,70, 86 8,609, 6,870, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE, f'c=,000 PSI. MINIMUM CONCRETE BASE THICKNESS = IN. MINIMUM CONCRETE BASE THICKNESS EQUAL TO.5 TIMES THE EMBEDMENT. 0/0/8 CONCRETE EMBED. (IN) B C A89 SET IN POWERS HOLLOWSET DROPIN & THREADS PER IN AML C DESCRIPTION HOW TO USE THESE TABLES: DETERMINE THE MEAN ROOF HEIGHT(MRH) OF THE BUILDING WHERE THE DECKING SYSTEM WILL BE INSTALLED. FIND THE STEEL CABLES REACTIONS REQUIRED TO HOST STRUCTURE BASED ON SPAN OF CABLE AND ROOF WIND PRESSURE ZONE. FIND THE SUITABLE TO CONNECT THE CABLE TO EXISTING HOST STRUCTURE AT ENDS BASED ON SUBSTRATE MATERIAL. SCHEDULE SHEAR CAPACITY TABLES SHALL BE EQUAL OR GREATER THAN CABLE REQUIRED REACTION TO HOST. ALL CABLES INSTALLATION SHALL FOLLOW PRELIMINARY ATTACHMENT OF S TO HOST STRUCTURE AS SHOWN ON DETAIL / WITH ADHESIVE. MARK COPYRIGHT ENGINEERING EXPRESS