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HomeMy WebLinkAbout7755 Merchantville Cir (2)CODES AND STANDARDS 'STRUCTURAL DESIGN BASED ON THE 2010 FLORIDA BUILDING CODE 'MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318* * BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 * AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN * NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION * AF&PA WOOD FRAME CONSTRUCTION MANUAL GENERAL * DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER IMMEDIATELY. * ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY. * THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. * IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SEVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. * THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. * ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH THE BEST TRADE PRACTICES AND STANDARDS. * ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS. * DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAILS AFFECTING THEIR WORK. * THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. * ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE DRAWINGS - WHICHEVER IS MORE STRINGENT. * ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING REQUIREMENTS. DESIGN * LIVE LOADS FLOOR 40 PSF ATTIC 20 PSF ROOF 20 PSF BALCONY 60 PSF * DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTRUAL SYSTEMS. * WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS. INSPECTIONS I TERMITE PROTECTION * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. * ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. * A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. * CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE WALLS. 'IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS. * TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES: EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. * BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. * MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED. * CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 'SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF STRUCTURE SIDEWALLS. * AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. * ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 'A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. " NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15-' OF ANY BUILDING OR PROPOSED BUILDING. SOIL * ASSUMED MINIMUM SOIL PRESSURE OF 2000 PSF. * ALL CLEAN FILL TO BE MECHANICALLY COMPACTED BEFORE AND AFTER ALL GRADE SLAB EXCAVATIONS ARE MADE TO OBTAIN MINIMUM SOIL PRESSURE * ALL CLEAN FILL MECHANICALLY COMPACTED BY A WALK -BEHIND VIBRATING COMPACTOR OR "JUMPING JACK" SHALL BE DONE IN 12" LIFTS MAXIMUM * CONTRACTOR SHALL ENSURE THAT FINAL GRADE HAS REACHED ALL REQUIRED SPECIFICATIONS. REINFORCING STEEL * DEFORMED REINFORCING BARS PER ASTM A615 GRADE 60. WELDED WIRE FABRIC PER ASTM A185 - MINIMUM LAP OF TWO SQUARES. ' REFERENCE THE REINFORCEMENT DATA TABLE IN THESE PLANS FOR ADDITIONAL DETAILS AND INFORMATION. " REINFORCING STEEL SHALL NOT BE BENT IN THE FIELD WITHOUT THE CONSENT OF THE ENGINEER - AL STEEL TO BE PRE -FABRICATED. * REINFORCING STEEL SHALL NOT BE WELDED UNLESS SPECIFIED WITHIN THESE PLANS. ALL WELDED STEEL SHALL BE A706 REBAR. CONCRETE * MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE F'c=3000psi '.CEMENT PER ASTM C-150 TYPE 1 NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM C33. MAXIMUM AGGREGATE SIZE OF 3/4" " PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN 0.05/o 0 CHLORIDE IONS ARE NOT PERMITTED. N ADMIXTURE SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN O TESTED IN ACCORDANCE WITH ASTM C494 AND ASTM C157. ' MINIMUM CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS: FOOTINGS AGAINST EARTH 3" FOOTINGS FORMED 2" SLAB ON GRADE 1 'h" (FROM TOP) COLUMNS 1 '%" (AT TIES) BEAMS 1 1/z" (AT TIES) WALLS 2" FOUNDATION AND SLAB ON GROUND SHALL BE CONSTRUCTED ON CLEAN POISONED FILL COMPACTED TO 98% OF ASTM SPECIFICATION D-698 (STANDARD PROCTOR DENSITY). ALL EARTH IN DIRECT CONTACT WITH CONCRETE PLACEMENT SHALL BE SUFFICIENTLY WETTED TO PREVENT ABSORPTION OF WATER FROM THE CONCRETE MIX OR CONCRETE MIX DESIGN SHALL BE ADJUSTED TO ACCOUNT FOR THE WATER ABSORPTION OF EARTH. * DISCHARGE OF THE CONCRETE SHALL BE COMPLETED WITHIN 1-1/2 HOURS OR BEFORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, AFTER THE INTRODUCTION OF THE MIXING WATER TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF THE CEMENT TO THE AGGREGATES. WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY ENGINEER. * USE VIBRATORS FOR CONCRETE CONSOLIDATION. PLACE VIBRATORS IN CONCRETE RAPIDLY TO PENETRATE INTO PREVIOUS LIFT BLENDING TWO LAYERS AND MINIMIZING OR ELIMINATING TRAPPED AIR BETWEEN CONCRETE AND FORM. VIBRATOR HEAD SHALL NOT BE ALLOWED TO COME WITHIN 3" OF FORM FACE. VIBRATORS SHALL BE 2-1/2" TO 2-5/8" IN DIAMETER WITH MINIMUM FREQUENCY OF 10,000 IMPULSES PER MINUTE. USE AND TYPE OF VIBRATORS SHALL CONFORM TO ACI 309 "RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE". _WOOD * ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE * ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE -APPROVED BY THE ENGINEER * WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AITC-109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT. * COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOW AIR CIRCULATION. * CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4) MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE - BOARDS: STANDARD OR NO. 3. * EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED PLYWOOD: PS 1, A-D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED. * FASTENERS: HOT -DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE U.N.O. WOOD CONNECTORS * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED. *ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN. * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND, ONE TIME ONLY. * ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED AND STAINLESS STEEL MATERIALS. * A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE -BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1). * BUILT-UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE APPLIED LOAD. * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG. * ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S CATALOG. * BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (NDS 8.1.2.1) * INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. * NAIL TOOLS WITH HOLE -LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. * JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8". ROOF (SHINGLE) * ROOF SHEATHING SHALL BE MIN 1/2" PLYWOOD APA RATED EXPOSURE 1 C-D WOOD STRUCTURAL PANELS AND SHALL SPAN NO MORE THAN 2'-0' * SHEATHING SHALL SPAN WITH THE LONG DIMENSION PERPENDICULAR TO FRAMING WITH THE END JOINTS STAGGERED * FASTEN SHEATHING WITH 8D COMMON RING -SHANK NAILS @ 6"cc MINIMUM U.N.O. * FASTEN SHEATHING WITH 8D COMMON NAILS @ 4"cc MINIMUM WITHIN ALL END ZONES - FOR END ZONE DIMENSIONS AND LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. * FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4"cc MINIMUM WITHIN ALL CORNERS OF OVERHANGS - FOR OVERHANG CORNER LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. * FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4"cc FOR A LENGTH OF 4'-0" PERPENDICULAR TO EACH GABLE END. * UNDERLAYMENT SHALL CONFORM TO ASTM D226 TYPE 1 OR ASTM 4869 TYPE 1. * FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE A MINIMUM OF TWO LAYERS APPLIED AS FOLLOWS: (1) STARTING AT THE SAVE, A 19-INCH STRIP OF UNDERLAYMENT SHALL BE APPLIED PARALLEL WITH THE EAVE AND FASTENED SUFFICIENTLY TO STAY IN PLACE. (2) STARTING AT THE EAVE, 36-INCH-WIDE STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND FASTENED SUFFICIENTLY TO STAY IN PLACE. * FOR ROOF SLOPES 4:12 OR GREATER, UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2 INCHES (51 MM), AND FASTENED SUFFICIENTLY TO STAY IN PLACE. * ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTM D 3462. * ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH). ASPHALT SHINGLE MANUFACTURER SHALL SUPPLY INSTALLATION SPECIFICATIONS IN CONFORMANCE WITH THE BASIC WIND SPEED SHOWN ON THESE DRAWINGS. * VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING ASPHALT SHINGLES. OPEN VALLEY FLASHING SHALL BE MINIMUM 16 INCHES WIDE OF 2.5-LB LEAD. CLOSED VALLEY FLASHING SHALL BE ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE AND COMPLYING WITH ASTM D 224. * DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MINIMUM OF 2 INCHES. EAVE DRIP EDGES SHALL EXTEND 1/4 INCH BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES ON CENTER. * BASE AND CAP FLASHING SHALL BE MINIMUM 2.5-LB LEAD. WOOD TRUSS FRAMING SYSTEM * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THESE SPECIFICATIONS AND WHERE ANY APPLICABLE DESIGN FEATURE IS NOT SPECIFIED HEREIN, DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF LATEST EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) AMERICAN FOREST AND PAPER ASSOCIATION (AFPA), AND DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI/TPI 1), TRUSS PLATE INSTITUTE (TPI), AND CODE OF JURISDICTION. * MANUFACTURER SHALL FURNISH DESIGN AND PLACEMENT DRAWINGS BEARING SEAL AND REGISTRATION NUMBER OF A STRUCTURAL ENGINEER LICENSED IN STATE WHERE TRUSSES ARE TO BE INSTALLED. DRAWINGS SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION. * TRUSS DESIGN DRAWINGS SHALL INCLUDE AS MINIMUM INFORMATION: SPAN, DEPTH OR SLOPE AND SPACING OF TRUSSES REQUIRED BEARING WIDTH DESIGN LOADS, AS APPLICABLE: (1) TOP CHORD LIVE LOAD; (2) TOP CHORD DEAD LOAD; (3) BOTTOM CHORD LIVE LOAD; (4). BOTTOM CHORD DEAD LOAD; (5) CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION; AND (6) WIND AND SEISMIC CRITERIA; ADJUSTMENT TO LUMBER AND PLATE DESIGN LOADS FOR CONDITION OF USE REACTIVE FORCES, THEIR POINTS OF OCCURRENCE AND DIRECTION PLATE TYPE, GAGE, SIZE AND LOCATION OF PLATE AT EACH JOINT LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER LOCATION OF ANY REQUIRED CONTINUOUS LATERAL BRACING CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DEFLECTION FOR LIVE AND TOTAL LOAD MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS LOCATION OF JOINTS CONNECTION REQUIREMENTS FOR: (1) TRUSS TO TRUSS GIRDERS, (2) TRUSS PLY TO PLY; AND (3) FIELD SPLICES. * LUMBER USED FOR TRUSS MEMBERS SHALL BE IN ACCORDANCE WITH PUBLISHED VALUES OF LUMBER RULES WRITING AGENCIES APPROVED BY BOARD OF REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE. LUMBER SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY THAT BOARD, AND SHALL BE AS SHOWN ON DESIGN DRAWINGS. * MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7 PERCENT NOR GREATER THAN 19 PERCENT AT TIME OF FABRICATION. * ADJUSTMENT OF VALUES FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS). * FIRE RETARDANT TREATED LUMBER, IF APPLICABLE, SHALL MEET SPECIFICATIONS OF TRUSS DESIGN AND ANSI/TPI 1-1995, PAR 9.1.5 AND SHALL BE RE -DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA STANDARD C20. ALLOWABLE VALUES MUST BE ADJUSTED IN ACCORDANCE WITH NDS PAR 2.3.6. LUMBER TREATER SHALL SUPPLY CERTIFICATE OF COMPLIANCE. * METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY ALPINE/LUMBERMATE/CLARY AND SHALL BE NOT LESS THAN .036 INCHES IN THICKNESS (20 GAGE) AND SHALL MEET OR EXCEED ASTM A653-94 GRADE 37, AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A653-94, COATING DESIGNATION G60. WORKING STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVE RATIOS FOR PLATES AS DETERMINED BY TEST IN ACCORDANCE WITH APPENDIX E AND F OF ANSI/TPI 1-1995. * IN HIGHLY CORROSIVE ENVIRONMENTS, SPECIAL APPLIED COATINGS OR STAINLESS STEEL MAY BE REQUIRED. * CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. • CONCENTRATED LOADS SHALL NOT BE PLACED ATOP TRUSSES UNTIL ALL SPECIFIED BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN PLACE. SPECIFICALLY AVOID STACKING FULL BUNDLES OF DECKING OR OTHER HEAVY MATERIALS ONTO UNSHEATHED TRUSSES. * ERECTION BRACING IS ALWAYS REQUIRED. PROFESSIONAL ADVICE SHOULD ALWAYS BE SOUGHT TO PREVENT TOPPLING OR "DOMINOING" (CASCADING COLLAPSE) OF TRUSSES DURING INSTALLATION. STUCCO * STUCCO SHALL BE TWO COAT PER ASTM C 926 OVER ALL MASONRY MINIMUM 1/2" THICKNESS. * STUCCO SHALL BE THREE COAT PER ASTM C 926 OVER METAL LATHE ATTACHED TO TWO LAYERS OF VAPOR BARRIER SECURED TO A WOOD SUBSTRATE MINIMUM 7/8" THICKNESS. * STUCCO SHALL BE INSTALLED PER THE REQUIREMENTS OF ASTM C 1063 INSULATION * UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS: CONCRETE MASONRY WALLS R4.2 ALUMINUM MULTI SHEETS FOIL FRAMED WALLS R-11 FIBERGLASS BATT INTERIOR CEILINGS R-19 FIBERGLASS BATT OR BLOWN CEILINGS UNDER ATTIC R-30 FIBERGLASS BATT OR BLOWN SYMBOL DEFINITIONS EARTH - CLEAN COMPACTED FILL - SEE GENERAL NOTES SECTION CALL FOR REQUIREMENTS. ECTION CALL NUMBER STEEL - SEE GENERAL NOTES 1 FOR REQUIREMENTS AND 1 1 CORROSION PROTECTION. RAWING NUMBER REFERENCED WOOD BEARING ELEVATION CALL WALL - SEE DETAILS FOR REQUIREMENTS. LEVATION CALL NUMBER 1 A 1.1 STUCCO - SEE GENERAL NOTES FOR REQUIREMENTS - STUCCO FINISH TO RAW ING NUMBER MATCH EXISTING OR CHOSEN BY REFERENCED OWNER. DETAIL CALL CONCRETE -SEE ETAIL CALL LETTER ; • a GENERAL NOTES FOR REQUIREMENTS. "RAWING CONCRETE MASONRY UNIT WALL CONSTRUCTION - SEE GENERAL BER REFERENCED NOTES FOR REQUIREMENTS AND GROUT SPECIFICATIONS. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENER ELEMENTS a,b,c SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d (2-1/2" x 0.113") - 1' x 6" subfloor or less to each joist, 2-8d (2-1/2'x 0.113") face nail joist 2"subfloorto oistor irder, blind g 2-16d (3-1/2' x 0.135") and face nail Sole plate to joist or blocking, face 16d (3-1/2" x 0.135") 16" o.c. nail Top or sole plate to stud, end nail 2-16d (3-1/2" x 0.135") - Stud to sole plate, toe nail 3-8d or 2-16d (3-1/2" x 0.135") - Double studs, face nail 10d (3" x 0.128") 24" o.c. Double top plates, face nail 10d (3" x 0.128") 24" o.c. Sole plate to joist or blocking at 3 16d (3 1/2" x 0.135") 16" o.c. braced wall panels Double top plates, minimum 24-inch offset of end joints, face nail in lapped area 8-16d (3-1/2" x 0.135") - Blocking between joists or rafters to 3-8d (2-1/2" x 0.113") - top plate, toe nail Rim joist to top plate, toe nail 8d (2-1/2" x 0.113") 6" o.c. Top plates, laps at corners and 2-10d (3" x 0.128") intersections, face nail Built-up header, two pieces with 16d (3-1/2" x 0.135") 16" o.c. along each edge 1/2" spacer Continued header, two pieces 16d (3-1/2" x 0.135") 16" o.c. along each edge Ceilingjoists to plate, toe nail 3-8d (2-1/2" x 0.113") - Continuous header to stud, toe nail 4-8d (2-1/2" x 0.113") - Ceilingjoist, laps over partitions, 3 10d (3" x 0.128") - face nail Ceilingjoist to parallel rafters,face 3-10d (3" x 0.128") - nail Rafter to plate, toe nail - 2 16d (3 1/2"x 0.135' ) - 1" brace to each stud and plate, face 2 8d (2-1/2' x 0.113') nail 1" x 6'sheathingto each bearing, 2-8d (2-1/2" x 0.113") face nail _ 1" x 8"sheathing to each bearing, 2 8d (2-1/2' x 0.113") face nail Wider than 1' x 8"sheathing to each 3-8d (2-1/2" x 0.113") bearing, face nail Built-up corner studs 10d (3 x 0.128") 24' o.c. Built-up girders and beams, 2-inch Nail each layer as follows: 32" o.c. lumber layers lOd (3" x 0.128") at top and bottom and staggered. 2" planks 2-16d (3-1/2" x 0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 416d (3-1/2" x 0.135") 3-16d (3-1/2" x 0.135") - Rafter ties to rafters, face nail 3-8d (2-1/2" x 0.113") - Collar tie to rafter, face nail, or 1- 3-10d (3" x 0.128") 1/4" x 20 gage ridge strap Roof Sheating 8d (2-1/2' x 0.113") 6" O.C. Min. Roof Sheating Sd (2-1/2" x 0.113') 4" O.C. Min. (End Zone) See WindDesign Roof Sheating 8d (2-1/2" x 0.113") 4" O.C. Min. (@ All corners) See wind' Design Roof Sheating 8d (2-1/2" x 0.113") 4" O.C. Min. (@ All Gable ends) for Length of 4'4' perpendicular to end NOTE: THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES, EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF SLOPE AND OVERHANG, ELECTRICAL AND HVAC REQUIREMENTS. THE REPAIRS OUTLINED WITHIN THESE DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE - EXISTING BUILDINGS - REPAIRS. ALL REPAIR MATERIALS AND COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - THE MORE STRINGENT SHALL APPLY. �A7rA� �A� �A� O j O j O O j O j O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---4----------- O3 I O2 I63 I I I I I I I I I I I I I I I I -- a --------a -- 01 0 IO3 GABLE ROOF (PLAN VIEW) C t Lr C t C t Lr a m 130 120 150140 / 1 \ / \ ----------------- / \ O ASCE 7-10 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS BASIC WIND SPEED = 140 MPH (3-SECOND GUST) RISK CATEGORY = II EXPOSURE CATEGORY =8 Kd = 1.0 (Kd = 0.85 WHEN LOAD FACTORS ARE USED - ASCE TABLE 26.6-1) Kzt = 1.0 ENCLOSED BUILDING MEAN ROOF HEIGHT=<30 FEET 120 ASCE 7-10 COMPONENT AND CLADDING WIND PRESSURE - FIGURE 30.5-1 ROOF 7 TO 27 DEGREES ROOF ZONE 1 = +20.3, 32.3 PSF ROOF ZONE 2 = +20.3, -56.2 PSF ROOF ZONE 3 = +20.3, -83.1 PSF OVERHANG ZONE 2 = -65.7 PSF OVERHANG ZONE 3 = -110.6 PSF WALL ZONE 4 = +35.3, 38.2 PSF WALL ZONE 5 = +35.3, -47.2 PSF HIP ROOF (PLAN VIEW) I ZONE WIDTH -A=3.0 FT ■ / - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SEE A B DETAIL 1.1 1.2 I13'-011 17'-0" I N 30'-0" ;'ram OVERALL PLAN 1. SCALE: 1/8" = 1'-0" • .t 130 180 170 a> 70 0 U c a m co _0 J U_ o v ,K 3J' LL - MrLY ILING CODES, FLORIDA B J,1LD1yG NATIONAL ELECTRIC. CODE AND )F ZEPHYRHILLS ORDINANCES U) a) E w tT a� REVIEW DAT , re`l i P 'Oyu YRHAL E O C O U C m O L 0 E 0 W (D .n O 0 1-- kul m o � N LL 'C a0 _o433 E c 3 Z � 3 C C o M _N o ao 00 a N M @ U) LL U T (D z3 0 C) 00 N � r- N �n M _ 1 � cl S L0 co W ILL U J Z =' W Q z W W N Q W 0QUN J 7 Z L.L_ JU MJ W J o > v z U/ L.L. W 2 LO LO s a_ COPYRIGHT @ 2013 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. REVISIONS ZL A A A Project Number: 13 - 3377 - 920 Check By: J.H. Date: 11 / 07 / 13 Drawn By: J.A. Date: 11 / 07 / 13 i NUMBER0 i E N O D O � O µ- E c � O O Z Q $ C O R3 � O co L O 00 7 � Q .O N LO O M O X (0 (f) LL U a N 7 U U 0 N 00 r N M M r a W J LL U) J W ct ■I z i- F-- � W N �Qw OQ� pQry �JU J J W J 0 t� z Q U ct W 73 L0 ti COPYRIGHT Q 2013 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. o C'v 00LL 0 O•, ==Z —W U 0•Z 0 E I- 0 4 Z a) u) 4 REVISION Al 0 a A Project Number: 13 - 3377 - 920 Check By: J.H Date: 11 / 07 / 13 Drawn By: J.A. Date: 11 / 07 / 13 DRAWING NUMBER ■ LUI O O N O mot' LO co M J LL W -17 J W z� ON Q W �QU Q0� Q �U J W J -J 0 V Z Q U W ti L a COPYRIGHT © 2013 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. REVISION Al A A A Project Number: 13 - 3377 - 920 Check By: J.H. Date: 11 / 07 / 13 Drawn By: J.A. Date: 11 / 07 / 13 DRAWING NUMBER ■ EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-118 1361 Alps Road, Building 7-3 FL10124-R6 Wayne,NJ 07470 Date of Issuance: 01/03/2008 Revision 8: 02/06/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein, DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: U�B4i ISirtA)i, The facsimile seal appearing was authorized O� ? by Robert Nieminen, P.E. on 02/06/2012 %, s`•'�' ?•v,Z This does not serve as an electronically signed Robert J.M. Nieminen P.E. °'�,s;'`^~"' document. Signed, sealed hardcopies have been .rJd�s.�V .4'i*``� transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 11 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enti Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, 03462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158,D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158,D3462 11CA48924 10/22/2011 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-118 Certificate of Authorization #9503 FL10124-116 Revision 8: 02/06/2012 Page 2 of 4 UL (TST 1740) ASTM D3161, D7158, D3462 I1CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL (QUA 1743) Quality Control Inspection Report, File No. R21 05/17/2011 UL (QUA 1743) Quality Control R3915 Current 4. PRODUCT DESCRIPTION: 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Slate, Grand Slate II, Monaco, Timberline American Harvest, Timberline Armorshield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD / Timberline Prestique 30, Timberline Prestique 40 / Timberline Cool Series, Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30 and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge Impact Resistant IR, Ridglass 8, Ridglass 10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vaed = 150 mph (Volt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (Vt,lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3, 6.2 Starter Shingles: Exterior Research and Design, LLC. Evaluation Report 01506.01.08-RS Certificate of Authorization #9503 F1.10124-116 Revision 8: 02/06/2012 Page 3 of 4 TRINITY ERD 6.2.1 Installation of ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II / Camelot 30, Grand Slate II, Country Mansion 11, Monaco and Woodland require minimum five (5) fasteners per shingle 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Ridglass 8, Ridglass 10 and Ridglass 12 asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per side [total of four (4) nails per shingle] and asphalt roofing cement. 6.4.2 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge Impact Resistant IR asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle. 6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant, Henkel PL Roofing and Flashing Sealant or TopCoat FlexSeal Adhesive. 6.4.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.E or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08-118 FL10124-R6 Revision 8: 02/06/2012 Page 4 of 4 M 1` o ro N o .7 - M o `o N LL O Q 2 `= EC1 U Z � � c r- o � iC3 O W Ln 0 O U) M X (tf (n LL U T w N � U c� o `n N co (o CO L a VJ (1) (/) r < W 4 LL J J N dd 0 � �^ v L.L_ Z 1 W () H LL REVISIONS Al a 0 0 Project Number: Check By: Date: Drawn By: Date: DRAWING NUMBER W N u7 M