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HomeMy WebLinkAboutAluminum Mullionsvs,- �A FILE COPY sk, P 1\i�mn9 REVIEWED FOR • CODE COMPLIANCE: ST. LUCIE C UNTY BO CD(IOMstructures P� Y i l� C B ETH LIEN KI R H 2zd � A C ©g 13239 HARBOUR RIDGE BLVP. PALM CITY, FL REVISIONS SYMBOLS SYMBOLS LEGEND ON PLANS, TYP ABBREVIATIONS COLUMN LINE GRID INDICATOR B COLUMN LINE ID t N " ^ DEMO, FOUNDATION, COLUMN & BEAM, ADDL ADDITIONAL ASTM AMERICAN SOCIETY OF TESTING MATERIALS DBL DOUBLE EA EACH (E) EXISTING DATE DESCRIPTION AND ROOF FRAMING PLANS INFO INFORMATION KSI KEPSPERINCH Imo_ f REFERENCE BOUNDARY _ _ E _ _ ] TO DEMOLISH MAX MAXIMUM DOOR OPENING IDENTIFIER Di DOOR ID (NUMBER) TRUSS UPLIFT IDENTIFIER OUPLIFT (KIPS) DETAIL DESIGNATION(NUMBER) 4 55.0 DRAWING NUMBCA OF 7TIE SIO:ET WHERE THE DETAIL IS SHOWN DETAIL DESIGNATION (NUMBER) DETAIL 3 - - WINDOW OPENING (REF. ARCH.) MW MINIMUM (N) NEW NTS SCALE O.0ON CENTER . ON CENTER PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT R&R REMOVE AND REPLACE ROOM IDENTIFICATION = XXXX ROOM NAME NTS 52.0 DRAWING NUMBER OF THE SHEET WHERE THE DETAIL IS SHOWN C NEW FOOTING STL STEEL REQD REQUIRED UNO UNLESS NOTED OTHERWISE INDEX XXXX f—ROOM NUMBER SECTION DESIGNATION (NUMBER) W/ WmSHEET WRB WEATHER RESISTANT BARRIER WALL TYPE IDENTIFIER 4 WALL TYPE ID 2 DRAWING NUMBER OF TIiF SHT;ET 53.0 WHERE THE DETAIL IS SHOWN SECTION DESIGNATION (LETTER) � WALL OPENING CODES S-0.0 S-1.0 5-2.0 COVER SHEET NOTES SHEET &SCOPE OF WORK ELEVATIONS BDETAILS WINDOW IDENTIFIER SECTION 1 DRAWING NUMBER OF-IE SHEET NTS 54.0 WHERE THE DETAIL IS SHOWN STRUCTURAL PROVISIONS OF THE 2020 FLORIDA BUILDING CODE, BUILDING (7TH ED.) 61 WINDOW TYPE ID 1 12 SLOPE ID Or EXTERIOR ELEVATION(S) ELEVATION ORIENTATION 8" CMU GROUT FILLED CELL W VERTICAL BAR LOCATED AT � OPENINGS, CORNERS, INTERSECTIONS, SPACED PER PLAN NOTES U.N.O.), OR AS NDICA ED ON PLAN �• ', O CONCRETE BEAM, PER SCHEDULE ASCE 7-16'MINIMUM DESIGN LOADS FOR STRUCTURES" DESIGN CODESISTANDARDS: THE D CHECKED CODESISTANDARDS PER FBC CHAPTER 35'REFERENCED STANDARDS' WERE UTILIZED FOR THE STRUCTURAL REINFORCED CONCRETE ......................... ACI 318-14 REINFORCED CONCRETE MASONRY........ TMS 402-2016 WOOD/TIMBER...................................... ANSI/AWC ND&2018 STRUCTURALSTEEL.............................. ANSI/AISC360-16 J❑ ALUMINUM .................................................... ADM 2015 �� • • - ` •°- LEGEND CONSTRUCTION TYPE PROJECT SCOPE TYPE OF CONSTRUCTION: TYPE V-B (PER ARCH) 1. THE INTENT OF THESE DRAWINGS IS TO DETAIL CONSTRUCTION REQUIREMENTS FOR THE INSTALLATION OF ALUMINUM TUBES — - - PRE-ENGINEERED WOOD TRUSS ' CONCRETE MASONRY GLASS (ELEVATION) INSULATION (RIGID) ® UNIT /// HEM) CONCRETE WOOD FRAMING METAL ® RAFTERS CLASSIFICATION OF WORK NEW CONSTRUCTION •❑' EXISTING CONSTRUCTION ALTERATION LEVEL WA O 1 3 TO LATERALLY SUPPORT NEW WINDOWIDOOR PRODUCTS ON EXISTING STRUCTURE AS DESCRIBED HEREIN. 2. THE DRAWINGS DETAIL THE SCOPE OF THE STRUCTURAL THE WORK TO BE PERFORMED. NONSTRUCTURAL ITEMS SUCH AS FINISHES, FRAMING, SELECTION OF PRODUCTS, OTHER INSTALLATION DETAILS, ETC. SHALL BE ADDRESSED BY ' ••- ,//�, •- 0 /t j OCCUPANCY OTHERS. ® EARTH ® INSULATION BATn PLYWOOD CEILING FRAMING OCCUPANCY GROUP: RESIDENTIAL(R7) J❑ RESIOENTIAL(R3) BUSINESS (8) STORAGE (S) UTILITY (U) MIT DESIGN NOTES: ASCE 7-16 LOAD COMBINATIONS A. WIND LOADS A.A. COMPONENTS AND CLADDING, ENCLOSED GCPI = +/-0.18 A.B. ULTIMATE WIND SPEED 170 MPH (ASO SQRT(0.6)*Vult) (3 SECOND GUST) A.C. DIRECTIONALITY FACTORS Kd = 0.85 A.D. OTHER FACTORS G=0.85, K-0.85, KsL=1.0 A.E. RISK CATEGORY II A.F. WIND EXPOSURE FACTOR C A.G. MEAN ROOF HEIGHT 20 FEET A.H. REQUIRED WIND PRESSURE (ASD) SEE SCHEDULE A.I. PRODUCT APPROVALS A.I.A. APPROVAL NUMBER SEE SCHEDULE GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ACCESSIBILITY PRIOR TO BEGINNING WORK ANY DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER, ANY NECESSARY ADJUSTMENTS SHALL BE MADE PER PROJECT ENGINEER'S WRITTEN DIRECTION. 2. ALL DESIGN CHANGES SHALL BE SUBMITTED IN WRITING FOR REVIEW BY THE PROJECT ENGINEER 3. ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED. 5. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS.. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE PROPOSED WORK 7. THE COORDINATION OF ALL REQUIRED BUILDING DEPARTMENT INSPECTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE EVERY EFFORT THROUGH PROPER AND TIMELY NOTIFICATION TO ENSURE THE WORK IS COMPLETED WITH MINIMAL DELAY FOR INSPECTIONS. 8. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING AUTHORITY, AT THE TIME THE BUILDING PERMIT IS OBTAINED, WHETHER ANY LETTERS -OF CONSTRUCTION COMPLIANCE WILL BE REQUESTED FROM THE PROJECT ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF ALL SUCH REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. FOUR DAY ADVANCE NOTICE SHALL BE GIVEN WHEN REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE COMPLIANCE LETTER. THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF ALL THIRD -PARTY TESTING AND INSPECTION REPORTS TO THE PROJECT ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE DATE THAT THE COMPLIANCE LETTER IS NEEDED. 9. THE STRUCTURE HAS BEEN DESIGNED TO RESIST VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, JOB SITE SAFETY ERECTION MEANS, METHODS AND SEQUENCES; TEMPORARY SHORING, FORMWORKAND BRACING AND USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. 10.ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et el. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CONSTRUCTION NOTES: 1. THE INSTALLATION OF ANY ACCESSORIES THAT 00 NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND ARE NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. EQUIPMENT WEIGHT IS ACCOUNTED FOR ONLY IF SPECIFICALLY SHOWN HEREIN. ENGINEER OR ARCHITECT OF RECORD SHALL APPROVE THE USE OF ALL PROPOSED UNIT WEIGHTS AS APPLICABLE TO THIS PROJECT. USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR ACCESSORY ANCHORAGE AND DETAILS. 2. THESE PLANS CERTIFY THE STRUCTURAL ADEQUACY OF THE PROPOSED SYSTEM IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE BUILDING CODE ONLY. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE ARCHITECT OF RECORD AND THE LOCAL BUILDING OFFICIAL 3. THE STRUCTURAL DESIGN CONSIDERS THE STRUCTURE IN ITS FINAL COMPLETED STATE AS ILLUSTRATED ON PLAN. CONTRACTORS AND ALL RELATED PARTIES SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO WITHSTAND ALL HORIZONTAL AND VERTICAL LOADS THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION, PRIOR TO COMPLETION. 4. CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEED THE ACTUAL DESIGN LOADS FOR ANY STRUCTURAL COMPONENT. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN STRENGTH. 5. THIS ENGINEER HAS NOT VISITED THIS JOBSITE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE JOB SITE AND BRING TO THE ARCHITECTS / ENGINEERS ATTENTION OF ANY DISCREPANCIES.THIS OFFICE SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. USE OF THIS DOCUMENT BY THE END USER CONSTITUTES ACCEPTANCE THAT THE SIGNING ENGINEER, AND THIS OFFICE, SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. 6. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL / SITE WORK PLANS. CONTRACTOR SHALL VERIFY DIMENSIONS AND DETAILS OF ANY ITEMS WHICH PENETRATE OR ATTACH TO THE BUILDING STRUCTURE THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND ARE NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. ACCESSORYIEQUIPMENT WEIGHT IS ACCOUNTED FOR ONLY IF SPECIFICALLY SHOWN HEREIN. PLEASE NOTIFY THIS OFFICE OF ANY ACCESSORY/EQUIPMENT THAT MAY AFFECT THE PERFORMANCE OF THE STRUCTURE AND IS NOT SPECIFICALLY SHOWN HEREIN, USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR ACCESSORY ANCHORAGE AND DETAILS. 7. ALL MECHANICAL, ELECTRICAL, OR LIGHTING (IF APPLICABLE) SPECIFICATIONS SHALL BE AS PER MANUFACTURER RECOMMENDATIONS OR BUILDING OFFICIAL REQUEST AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH LOCAL BUILDING CODES. 9. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE ENGINEER & OR ARCHITECT OF RECORD, etal. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS SPECIFICALLY UMITED TO THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. THE HOST STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE FOR THIS SPECIFIED SYSTEM, ALUMINUM: 1. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6 OR BETTER 2. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2O17 FBC SECTION 2D03.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSIJAWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE 7.3.1. SUGGESTED WELD FILLER: 5356 ELECTRODES. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (137.2). MINIMUM WELD IS 1/8' THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED, 3. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 4. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS AS PER PRESCRIPTIVE METHODS OUTUNED IN FBC 2003.8.4.2. 5. ISOLATE ALUMINUM FROM STEEL WITH LAYER OF POLYETHYLENE TAPE OR SIMILAR 6. NO OPENING (OTHER THAN THOSE SHOWN ON THE DRAWINGS) SHALL BE MADE IN ANY STRUCTURAL MEMBER, AND NO MODIFICATION OR ALTERATION SHALL BE MADE TO ANY STRUCTURAL MEMBER OR CONNECTION WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER. FASTENERS: 1. ALL CONCRETE AT FASTENER ATTACHMENT POINTS SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. 2. TAPCONS SPECIFIED HEREIN REFER TO ITW CARBON STEEL TAPCONS OR EQUIVALENT W/ 2-12. MIN EMBED, 3. MIN EDGE DISTANCE (UNLESS NOTED OTHERWISE), FASTENED TO MINIMUM 3,000 PSI CONCRETE. 3. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO, SHIMS, OR OTHER FINISHES. 4. MANUFACTURER -RATED EQUIVALENT ANCHORS TO SUBSTITUTE PERMITTED ANCHORS USTED ON THIS DRAWING MAYBE APPROVED WITH A LETTER SIGNED AND SEALED BY A PROFESSIONAL ENGINEER FROM THE SUBSTITUTED ANCHOR MANUFACTURER, GRANTED THE THREAD PROFILES ARE SIMILAR AND THE MATERIAUADHESIVE STRENGTHS ARE EQUAL OR GREATER THAN THE ORIGINALLY DESIGNED ANCHOR. 5. CERTIFICATIONS: UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER, ANCHORS SHALL HAVE THE FOLLOWING CERTIFICATION: ICC ES EVALUATION REPORT INDICATING CONFORMANCE WITH CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA 6. INSTALL ALL ANCHORS PER MANUFACTURER WRITTEN SPECIFICATIONS. ANCHORSINTO CONCRETE 7. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 8. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI FERROSCAN, HILTI PS 1000, GPR, X-RAY, CHIPPING OR OTHER APPROVED MEANS. ANCHORS INTO WOOD 9. WOOD ANCHORS CENTERED IN 1-12' MIN PT WOOD STUD (SYP 02 MIN) TO BE NON -CORROSIVE 114" DIAMETER LAG BOLTS (GRADE 2 MIN), ITW TAPCONS, ELCO ULTRACONS, OR MFR. RATED EQUAL, WITH 1 117' MIN. EMBEDMENT U.N.O. ANCHORS INTO METAL 10. METAL ANCHORS INTO STEEL (1Ar THK A36 MIN) OR ALUMINUM (1/8- THK 6063-T6 MIN) TO BE SAE GRADE 5 OR STAINLESS STEEL 300 SERIES NON -CORROSIVE #14 - 20 SMS (GRADE 2 MIN) PENETRATING 3 PITCHES PAST THE THREAD PLANE WITH 3/4- MIN EDGE DISTANCE U.N.O. ANCHORS INTO CONCRETEWASONRY USING EPDXY 11. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILT AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. HILTI HIT-HY 200 SAFE SET SYSTEM WITH THE HILTI HIT-Z ROD PER ICC ESR-3187. 12. ANCHOR CAPACITY USED IN DESIGN IS BASED ON THE TECHNICAL DATA PUBLISHED BY HILT]. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR/ESL SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. WATERPROOFING: 1. WATERPROOFING AND/OR WATERTIGHTNESS OF THE STRUCTURE IS NOT INCLUDED IN THIS CERTIFICATION. ALL EXTERIOR FINISHES, INCLUDING STUCCO & ACCESSORIES, AND WATERPROOFING AT WALL OPENINGS AND FENESTRATION, SHALL BE BY OTHERS. CONTRACTOR IS RESPONSIBLE FOR SELECTION OF GLASS AS PER SAFETY REQUIREMENTS AND NOA REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOO N C MASTER BED I FAMILY j ROOM I I I j MASTER DINING ! BATH ROOM ENTRY r------------ BATH ---- I -------------------------- OFFICE I I 3 KITCHEN BATH I I BED z `° ROOM I ------------------------ GARAGE SCOPE OF WORK I AT GRADE 5-1.0 N.T.S. PLAN VIEW \ i WIND LOAD DESIGN INFORMATION - VERTICAL SURFACES Nominal -ASD- Wind Load Pressures PRESSURE PRESSURE EFFECTIVE d APPLYING WIND LOAD FOR: ZONE WIDTH HEIGHT WIND AREA MAXIMUM POSnTVE MAXIMUM NEGATIVE Product Approval Mar Pressure Per Manufacturer Model Number Approval (in.) (in.) IsQ'ft.) PRESSURE (psf) PRESSURE (psf) (9 2 4 35.3 593 14,5 39.2 -42.6 FL# 23358.2 +55/-65 CGI SH-000A R2 3 4 35.3 593 14.5 39.2 -42.6 FLk 23359.2 +55/-65 CGI SH-0OOOA 3 a C7 �J Y r Y ° EXISTING 3KSI °° • ° 6'-2" CONCRETE HOST ° 2'-11" ° 2'-11" STRUCTURE BY OTHERS OPENING PER SEPARATE CERTIFICATION v ALUMINUM TUBE ATTACHED TO CONCRETE O TOP AND BOTTOM 2 OPENING PER SEPARATE O-2 CERTIFICATION " • • a ° ° a ° • INSTALL PRODUCTS PER ° ° ° • • ° � 4 • PRODUCT APPROVAL OR ° • ° • 4 • .a ° ° ° SEPARATE CERTIFICATION 1 OPENING ELEVATION S-2.0 3/8"=1'-0" ELEVATION VIEW FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LqCIE COUNTY BOCC Oj 'f!IlyZ (3) 1/4" ITW TAPCONS PER ALUMINUM ANGLE WITH 1-3/4" MIN. EMBEDMENT INTO 3000 Psi. CONCRETE AND 2 %Z' MIN. EDGE DISTANCE. (8) #12 x 3/4" SMS PER ALUMINUM ANGLE. JGLES (6063-T6 MIN.) 3"x6"xi/4" VERTICAL MULLION ATTACHMENT DETAIL (TO CONCRETE) SCALE: 6"=1'-0" DETAIL