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HomeMy WebLinkAbout35994 Saddle Palm Way3,sRq4,30dk Xm raj GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/5 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION I$ A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.CR - 6TH EDITION (2011) R302b AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR05ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 526. PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE515TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F. AND DELINEATE AREAS NOT MORE THAN Imo 5F. FOR HORIZONTAL APPLICATIONS. D15TMCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/6" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND RW52.6.1. 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 48b% TYPE IV OR A5TM D 05115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAST 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D b3W, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA 1I6H WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 16-0` AWAY OR CLOSER. TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12M, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA13-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TE911TICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTER$ WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (10 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0,45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATION5 AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN W. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLIGABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 REVISION LOG 7/17/18 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT I I I i LOT 09 BLOCK 05 SILVERADO 35994 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 LE N N-ARM 2277 -LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES S N 1 DETAILS S3 DETAILS s': b••?a S4 DETAILS V odd S5 DETAILS ® SS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SHALL COMPLY WITH PREVAI LINns NATIONAL ELECTRIC CODE, di REVIIEW DATE I ABBREVIATIONS I AFF. ABOVE FINISH FLOOR EXG. EXISTING PKG. PARKING ACC. ACCESS EXT. EXTERIOR PTK PARTITION AP. ACCESS PANEL FB. FACE BRICK RV. PAVE(DXNG) ADO, ADDENDUM F.O. FACE OF PvMT. PAVEMENT ADN. ADHE51VE FA5. PASTENKER) PED. PEDESTAL ADJ. ADJUSTABLE FK IMF PERT. PERIMETER AGG. AGGREATE FGL. FIBERGLASS PLA5. PLASTER A/C AIR CONDITIONING FM FINISH PLAM. OR P1. PLASTIC LAMINATE ALT. ALTERNATE FF1. FINISH FLOOR LINE FL. PLATE AB. ANCHOR BOLT F.E. FIRE EXTINGUISHER P.VG. POLYVINYL CHLORIDE APPX. APPROXIMATE PP. FIREPLACE PE. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLASHING P.SF. POUNDS PER SQUARE FOOT AD. AREA DRAIN FLR FLOOR ING) PSJ. POUNDS PER SQUARE INCH MPH. ASPHALT F.D. FLOOR DRAIN P.G.G. OR POCONO. PRECAST CONCRETE A1. ASPHALT TILE FLUB FLUORESCENT PR$. OR PREFAB. PREFABRICATE(D) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AUK AWING FAD. FOUNDATION RAP. RADIUS BSMMT. BASEMENT FR FRAME(DXING) RLG. ROILING BMM. BEAM F6. FULL SIZE REF. REFERENCE BRG. BEARING FBD. RPR415FED BY OTHERS REPIP REFRIGERATOR BM. BENCH MARK RJR RJMEDXING) RE. OR REMF. REIWaVEDXNG) BVL. BEVELED GA GAUGE RE5. RESILIENT BIT. BITUMINOUS G.I. GALVANIZED [RON RA RETURN AIR BILK BLOCK G.C. GENERAL CONTRACT(OR) RVS. REVERSE (SIDE) BLKG. BLOCKING GL. GLASS, GLAZNG REV. REASION(5), REVISED BD. BOARD GLB. GLA56 BLOCK ROIU. RIGHT OF U4Y B.S. BOTH SIDES GO. GRADE, GRADING R RISER B.W. BOTH WAYS GB. OR GYPBD. GYPSUM BOARD RD. ROOF DRAIN BOT. BOTTOM HD. HARD RIG. ROOFING BR BRICK HDW. HARDWARE Ri. ROOM BLDG_ BUILDING HDR HEADER R0. ROUGH OPENING CAB. CABINET HTG. HEATING ft. RUBBLE CPT. OR C. CARPET HVAC. HEATING/vENTILATIN5 AIR CONDITIONING SCH, SCHEDULE CSMT. CASEMENT HD. HEAVY DUTY ANT. SEALANT C.I. CAST IRON HGT. OR WT. HEIGHT 5TG. SEATING C.IP. COAL. CAST -IN -PLACE CONCRETE H.C. HOLLOW CORE SEC. SECTION C.B. CATCH BASIN HM. HOLLOW METAL 5HTHG. SHEATHING CK CALK(ING)CAJLK(ING) HOK HORIZONTAL Sq. SHEET GLG. CEILING HB. H05E BIBS 54. SHELF, SHELVING CEM. CEMENT ID. INSIDE DIAMETER SIM. SIMILAR CM. CENTI ETER(5) INS. M5ULAVEDPON) 5KL SKYLIGHT CER CERAMIC INT. INTERIOR 5L. SLEEVE C.T. CERAMIC TILE JT, JOINT S.C. SOLID CORE CHAM. CHAFER JST. JOIST 5PC. SPACER CIR CIRCLE KIT. KITCHEN SFKR SPEAKER GIRL. CIRCUMFERENCE K.O. KNOCKOUT SPEC. SPECIFICATIONS CLR CLEARANCE) LAM. LAMINATED SQ. SQUARE C1.5. CLOSURE L.P. LAMINATED PLASTIC 55T. STAINLESS STEEL COL. COLUMN LAv. LAVATORY STD. STANDARD COMB. COMBINATION LT. LIGHT STL. STEEL CON-. CONCRETE LTL. LINTEL STO. STORAGE CML CONCRETE MA50NRY WIT L.L. LIVE LOAD STRL STRUCTURAL CX CONNECTION LIv. LIVING SUS. SUSPENDED CONSTR CONSTRUCTION LVR LOUVER TEL. TELEPHONE CONT. CONTINUOUS MA MANHOLE TV. TELEVISION CENTR CONTRACTOR MFR MANUFACTURE(R) TH . THICKNESS) cJ. CONTROL OR CONSTRUCTION JOINT MA5. MASONRY THR OR THLD. THRESHOLD CORK CORRUGATED MA. MASONRY OFENING NG. TONGUE AND GROOVED CTR COUNTER MATL. MATERIAL TOO. TOP OF CONCRETE CR5. GOURSE(S) MAX MAX" TOP. TOP OF FOUNDATION cf. CUBIC FOOT MECH. MECHANICAL TR. TREAD C.Y. CUBIC YARD M.G. OR MEDLAR. MEDICINE CABINET TYR TYPICAL D.P. DAMP -PROOFING MMB. MEMBRANE Lic. UNDERCUT D1, DEAD LOAD MET. OR MTL. METAL UNF. UNFINISHED PER DEPRESSED M. METER vB VAPOR BARRIER PET. OR DTL. DETAIL mm. MILLIMETER VERT, VERTICAL DIAM. OR t DIAMETER MIN. MINIMUM VM OR V. VINYL DIM. DIMENSION MR MIRROR V.T. VINYL TILE D.W. DISH U45FER MISO. MI5CELLANEOUS WELT. WAINSCOT DR DOOR Mom. MODULAR W.TJU. W4LL TO WALL D.H. DOUBLE 41% MLD. MOLDING, MOULDING W.H. WALL HUNG ELEC. ELECTRIVA) OL. ON CENTER WF. WADE FLANGE D.S. DOWNSPOUT MT. MONT(EDXING) W.C. U14TERCLOSET E.P. ELECTRICAL PANEL CA. OVERALL W/O. WITHOUT D. DRAIN MULL. MULLION W.P. WATERPROOFING EL. ELEVATION O.H. OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NIL. NAILABLE WR WATER RESISTANT EQ. EQUAL M. PANTED) W.I. WROUGHT IRON DWR DRAWER NOM. NOMNAL ULM. WELDED WIRE MESH EST. ESTIMATE PNL. PANEL W. WIDTH, WIDE DIIG. DR41M N.I.C. NOT N CONTRACT WIN WINDOW EXH, EXHAUST PAR PARALLEL EP. OR EAF. EACH FACE NT.5. NOT TO SCALE i DAVIS BEWS DESIGN GROVP itso STATE STRg'T EAST OLD6MAR, FLORIDA 39677 813 . 925 . L300 TEL 813. 925. 1800 FAX W W W.DAV4SBEWS.CAM TAMPA • 1C)IIWER ��-� EST. 1994 oil VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. 483217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z � O a--+ O M O 0 � Ln � N � 11 L IL � U CL Q E- Z w w0 J O �o OZ �5 w� Z Q Q� w¢°dw z00 zw¢a !E g zz �p w a� O�O�o U U, N m ZO W rU z Z Z w a N3 J_ o� Q Z <a �w0 wacle 92 W w Ln z¢I�i8 O A CD 1 ` LL,oZU O a0 Z N i� o cy WLnNUa0 J +-i Z Z � oa I- to w zz Q 0 ,--I Z Z o m 00 Z Z 8 0 1 � � aom n m a 0- SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. loo SHEET NO. c s T -N. -1, r- TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BLK OPNG MULLED PAIRS SH12 20 X 26 SH13 20 X 38 3/8 SH14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH12 18 1/2 x 25 1/4 SH 13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BLK OPNG WD FRAME OPNG 68 62 X 81 1/4 60 3/8 X 80 3/4 68 F908068 74 X 81 1/4 72 3/8 X 80/3/4 98 X 81 1/4 96 3/8 X 80 3/4 68 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 21 1/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 31 1/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" SH 1/2 36 127 1/2 X 72 EGRE55 NOTE: EACH BEDROOM MU5T HAVE ONE WINrO,, ---AT COMPLIE5 WITH EGRE55 CODES, IF TIC 1514 ACCE55 TO EXTERIOR THROUGH A DOOR T-E WINDOW MU5T HAVE A MAXIMUM OPN G-;E&6 l OF 44" ABOVE FIN15H FLOOR LINE OF Tr•�:T PARTICULAR ROOM 22'-4" cf) N BEDROOM 2 8'-0" FLAT CLG. a CARPET 5065 BI-FOLD p--------- R/5 53 1'-0" 3 IT-b" 4 \ v � \ w e \ FAMILY ROOM 4'-0"x8'-0" CLG. CARPETD CONC. PAD 3:12 VAULT/ cr "R C / O / / 11' 0 COND. 42"x42" A/C PAD OWNERS SUITE _ 8'-0" FLAT CLG. CARPET -E O 14'-2" L� 25-5H TEMP. i EGRE55 I� n 1� 0 ED BATH 2 BEDROOM 3 I 1 TB. CLG. CARPETLAT CLG. T.P.-TILE 1 2065 BI-FOLD II'-4' it 2' 8' b'-0 6-0" CLG. CARPET, 2668 HDR. AT T-0" N � > G H4 53 3'-0" BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRU55 4 5H, Ib" DEEP 19 CAFE VAULT[ '-8' FLEX 8'-0" FLAT CLG. BEDROOM 4 CARPET 8'-0" FLAT CLG. _e CARPET N ' 3'-0' 8'-4" 5066 BI-FOLD NOME I I I II I I o o Ell 10n �- — I KITCHEN VAULTED CLG. TILE ... �_�__.q■■a; - cC 53 BEARING WALL W/ UPLIFT AND I 5TUD5 AT 12" O.C. MAX. SPACING L FOR THESE WALL5 ONLY EDGE OF 5LA5 2" BEYOND WALL 'NEONMNM MINNOW, 1■ mi ; „ , ■■ ■ ■moll■■ .- FLAT HEADER SEE ELEVATION LL I I I — Q I q 6 _ i CVC o a00 ;t 3068 2 1 p o o a u, �I zl of nl X e �I QI H O �I z z; L of v o a 0I e 1 of ZI �I C) o s al �I O z 12" CM.U. COLUMN T.O.M. AT 6-0" A.F.F. (TYP. OF 4 AT PORCH) FLAT HEADER 5EE ELEVATION FLAT HEADER 5EE ELEVATION FLAT HEADER 5EE ELEVATION a co o-� 0 ■ INDIGATE51$5 ♦ INDICATE5 215 DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDWAR,RX)MA 34677 813 . 925 . L300 TEL 813.925.1800 FAX W W W.DAVLSBEWSCAM TAMPA • L7EQWEI �-� EST. 1994 r� M e N.I ,.�.co O; - ®� oZ 4 P m a 3 z ■■■ '■■ _® d®oe�'• .®®••• o . �� ��� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). STRUCTURAL- NOTES lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BA5E. O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/S5" ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE O(2) H2 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/ FOLM S4 SEE PIA FM BEAM WALL CALL-otnMiEN 1/2" FLITCH PLATE STRAPS AREA, • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING — 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION RNAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFHFS AT EAVE) GARAGE SEPARATION [R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 22'1E 5-F. GARAGE &1I 5.F. ENTRY 12& S.F. TOTAL 60. FT. 3021 5-F. FLOOR PLAN - B 5CALE: 1/4" = I'-0" THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O z a! C) N n t"0 _ M p U LLn N Ln Q CL LL- M z z E U a� z C wWo J Q �o Oz �5 w� Lu < w z zUJI �o z 00 W f N ono U W N m Z z U Z z CL 9 0 �� OO U Z �z U-. � W III z W Q LL Z v O o o k O �—� zaZU W 0 Z U a H UVI 0z z N ^N, a S J Ln , v azz ��oa W � of fo ,� Z Z m 00 z z -c Lu n � om rn m aIn- SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. 100 SHEET NO. ■ 1 It F__ l 1- --F I e T SINK KITCHEN ISLAND BATH 2 e rl r �j MIRROR �j LAV. LAV. OWNERS BATH KITCHEN v o� e INTERIOR ELEVATIONS SCALE: 1/2" = I'-O° i DAVIS BEWS DESIGN GROUP 00 STATE STREET EAST OUXMAR, H.OMA 34677 813 . 925.1300 TEL 813.925.1800 FAX W W WnAWSBEWS.COM TAMPA • DENVERL -� EST. 1994 � O Z O N O � O P.4 =MO 1-4� O Ln � v1 •L 'd' CL M z < E j:e V Qoc) z w w0 J O N- J 0Z z Wo Z¢ Oa W Q I—�—I o W 8 0 Z a �C z wz °� 0Woo oo�LLo U W N W m Z Z }O z w Z 0 � g (43 O J O U cn Z -oa fa X W 2 aLL W QLU LL Z U O p� k O o LU W o ZZ Q Y Z N '(V z o a z WLn N �..�'¢�S J ,..r o a ,L cn W f ,--i Z9 se Z O 0o Z aZ o '� J aom rn m a a SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. ino SHEET NO. 2 -77---, - ,; . __, , � � � —R-- -�-� —� �� � � ,— ,.. ,.._._ _ �.-_., ,.�,. FIBE%LA55 SHINGLE PER COMMUNITY 5F (SEE 5TRUCT.) LINE OF VAULT T.O.M. HDR. HGT, ZTEXTUREDXT J EXTENDED CEMETITIOU5 OVERHANG TO BE FIN15N ON Cll1. CENTERED ON (TYP.) S.G.D. i 25-5H FIN15H FLOOR LINE * EGRE55 3 REAR ELEVATION - B SCALE: 1/4" : P-011 1 Q2 5 T.O.M. HDR. HGT_y 5HINGLE PER ■ /TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) I/2 34-5H. FIN15H FLOOR LINE LEFT ELEVATION - B SCALE: 1/4" : 1'-0" 12 Q5 T.O.M. e TEXTURED �o CEMETITIOU5 FIN15H ON C.M.U. (TYP.) 35 5H 35-5H * EGRE55 FIN15H FLOOR LINE GRADE LINE (A55UMED) T.OM. FIN15H FLOOR LINE s GRADE LINE (A55UMED) o d �o• r ®• m�� ` `, aF ® C'J co � u- 0 J ® : Uj s •°v < a m G,�, DAVIS 111 INif VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 z O (U O M 0 o�MLn �a�Ln L LL Q U Qoc) z§ E`. m z w wo —10 l0 0z ru �5 rug VJ a� z Lw O ae zoo ZwQQ pw � J a ,o w Oe UW�N W m J LLJ z0 }. W } U W z z LuLu g 0� J OU0 z Q boa �Q 0W ��c Q <� i w ¢ , Ln <LL o w 0 Z Q ice 1� z n 1 < 0 Z N N W 2 cy w z �w�g W Ln N Qv¢ip oa w LLJ W wz� Q Q ¢QLL Z ZJo m Z Z < Lu o g g om r, m a 0- SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER oP WEATHERPROOF DUPLEX OUTLET K)"N. GROUND FAULT INTERRUPTER DUPLEX OUTLET f$ HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Q, RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) sD SMOKE / CARBON (OPTIONAL). COMBO DETECTOR (ARC -FAULT) TEL b TELEVISION (OPTIONAL) (D THERMOSTAT RMM ELECTRIC METER imm- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c1> ROUGH -IN FOR OPT. GELLING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVI6ION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.G.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F5LR. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CANON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARM5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR16 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WALL MNT. A/C DISCONN 0 W.P, GRI BEDROOM 2 i ROUGH -IN FOR OF. FAN/LIGHT PRE -WIRE FANILIGHT/ • ROUGH -IN </ \> PRE -WIRE FANLIGHT FAN/LIGHj -. \ �• •v � 111 •, ®� 111 •, 111 111 \ l�1 ROUGH -IN <\ /> / FOR OPT. FANLIGHT i PRE -WIRE </ J / PENDANT (VERIFY FAMILY ROOM / LOCATION) / \ CAFE CM 5D v SD /ROUGH -IN FOR OPT. i FANLIGHT PRE -WIRE </ J OWNERS SUITE W.P. GF.I. O.BATH lw 41' 1 1 G.C. VERIFY: LOCATIONOF DISPOSAL SW / AND GFI OUTLET( ISH I I FOYER UNDER SINK CABINET ,1Q I PORCH i l ;Q, I I I _ W.P. I i GF.I. i 11 �ceI I I Q; Lap V. I a I0 I I IFJ KITCHEN 3 CAR GARAGE L — — — — — — — — - 36"I I \ I GD OPENERS FOR r�1 \ I I �I ,�Illl I �I1 1I I �I - - - - - - - O.E. I LIGHT AND IN ATTIC SWITCH I L — J I GF.I. AT I 44" AFF. %n u LAUND. GF.I. I W.I.C. ARM i r--fir--� I o 220 V. I I G.F.I. I I - - - - - - J L_ JL _J ELEC. L--------- PANEL GF.I. IRRIG. KDAT 44" ELEC. METER MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLooR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. nP, *14 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER I& COPIER TO RANGE 04 COPPER TO 5/5" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN - B_j i DAVIS BEWS DESIGN GROVP 150 STATE SiRFET EAST OLDRAAR, FI.ORMA 34677 813. 925.1300 TEE. 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • nENVER EST. 1994 0 z� N O � O M ) M Lr)rn Ln 2:N u- O Ln t z 0. Q V fn a 0000 z��� Lu wo J CD d- Oz 35 Wo f wa�Ix J &80 a� a U O W W L O o��o 'i L1L/ U w N o�® b Zo � U z W z z o J g V3 w � Lu J ° ul) Z 0 �z 0 tvWce J sw92 UW� 0 o i� Z oC �o WozU ��ao Z N (� p0�z 2�ag Z J N � i'V ° azz LLJ 111 oa w z mLu af� Z Z �o J o 0� .--I 00 Z Z aom 0 m � � m 0- SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. 110 SHEET NO. I __ —� .� I:T-I1-1_-fT�lTlI II I 1 11I - - I I II E E EJ EJ EJ C-) n n L L L W CA 5PECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 12 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (Ib" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH1515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 SYP. (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) -'2 SYP. (2) 2x8 PT W/ (4) 51MP50N 5D525600 SCREWS AT EA. STUD (16" D.G. MAX) W/ 51MP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) -'2 SYP. (2) 2x12 PT W/ 5/5" DIA x 8" A.B. AT 12" D.C. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 5YP. 2x8 PT W/ 5/8" DIA x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL, A TRUSS 516TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - f2 5YP. (1) 2x8 W/ (4) SIMPSON 5D525412 SCREWS AT EA. STUD (Ib" D.C. MAXJ W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) -' 5YP. (2) 2X8 PT W/ 1/2" DIA X 8" TITANS AT 16" O.C. STAGGERED W/ SIMPSON HU/HUC26 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - *2 SYP. 2X4 PT W/ 1/4" DIA X 3" TAPCON5 AT 6" STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 51MP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - "2 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" D.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) SIMPSON H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - 12 5YP. 2X4 W/ (3) SIMPSON 5D525600 SCREW5 AT EA. STUD (Ib" O.G. MAX.) W/ (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 51MP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H, 51MP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY, U.N.O. 0(01118 n n L L W w N GWl _J7 _J7 _J7 0 0 ^ Q Q ci- _ J 7 Q J Low LL_ Q :J5 J 3 gLL_O W� a- a- LLJ J1 nL-D Li J m m EJ7VE r EJ7VF- I EJ7VG 7 EJ EJ7 EJ7VD N J7V \? M EJ7 3/12 VAULT 7VC 7VB Q LLJ 11 EJ7 EJ7 3 m 7VA LL_ E7�5:/1 LJ� Q X X2 EJ7 :J5 0 EJ7 Q _J7 CL Q Q � 0 EJ7 _J7 " EJ7 X _J7 x2 EJ7 _J7 EJ7 _J7 EJ7 :J7 CJ3 ;J1 CJ5 ,J3 CJ1 C7 C-) C7 D D D D D D D D Z, L L c_ . �D 00 41 W D D D D D D D D D D ]> C7 C7 n 7 G G fU W Ul m 4 00 I'O "p UI W L_ v, EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 CJ3 EJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2" HTA20 1615 1585 10- 10d x 11/2" B HETA16 1810 - 9 - 10d x 1 I1r HTA16 1615 1585 10 - 10d x 11/2" C H2.5A 600 535 10 - ad RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - 10d x 11/2" FITA20-18 1400 1400 10 - 10d x 11/2" F HHETA20 2235 - 11 - 10d x 11/2" - - - - G H 10A 1340 1015 18 - 10d x 11/2" RT16A 1380 1160 9- 10d x 11/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" J HTT5 4350 3740 5/8" ANCH. / (26) 10d x 11/2" HTTS 3225 - 5/8" ANCH. / (28) lod x 11/2" K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2" MTW12 1195 1005 1 14 - 10d x 11/2" S MTS16 1000 860 14 - 10d x 11/2" MT W 16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 11/2" MTW20 1195 1D05 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" AIR W/ 12" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS "X" HTS20 1450 1245 24 - 10d x 11/2" HTW20 1530 1285 24 - 10d x 11/2" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 1 645 555 1 12 - 10d x 11/2" - - - - * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TIE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL P-m-B MAXIMUM SPACING ON vER11CAL5 OF (B) iPo155E5 a I OR 2 PLY CARRIER I=B=O CLEAR GAP DETWEEN (D) TRU55E5 (+/= 6") l• •1 FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*) INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (it) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.125 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER -�(A) NAILS AT 48"OC (*). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO.2 OR NO.2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: 5EE 5HEET D-I FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH 51DE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP, AT INT. BEARING U.N.O. • ALL TRU55 TO MASONRY STRAPS TO BE O U.N.O. • ALL TRU55 TO FRAME STRAPS TO BE O U.N.O. i DAVIS BEWS DESIGN GROVP 150 STATE STRFMT EAST OLD9AAR, FiARDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVL%EWSCAM TAMPA • L7E Q /F.R EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ( PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O � N ( +�—' O Z t /) M O 0 9 1- Q � LnL0� 0L 01NM 0V .� z < z§m w wo J O J =z 35 Lu z a ax fg Wa�X �480 oo� wO0 li ee 1 : _3 I.*^ c LL 0 O m N 4( r O;Z- O zz0 Q U • J� :: • 6 „• Gj.. G O a z zw .• 4 r■wn, M 3 'fill ea► i 0 O U M ZLu Qz fay 0 LL ow LLI 0_ LL UW6� 0)CL ceO Z�wa � O ^ � O W �oQo `4 O oaW z AWLS WZ r_j LA ^N' , v �/ �+ razz J '� '�o¢ LL N W W l!J Q Z QLL Z�1- zw m 00 Z QZ a 6 1 O In 00 7 a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION N0. i■0 ROOF FRAMING PLAN - B SCALE: 1/4" - I'-0" 702 6 ckl ILd flY,h�� h vin.� i�hif" t_.i rain �l6 �11 dd�ll,�I OIMINJ 0(MIN.) @(MIN.) (l J(MIN.) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD + SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE 8F8-lB/lT 8F8-0B/IT 8RF6-0B/lT OBF12-lB/1T O O • • • • O� 8RF14-1B/1T 8RF14-OB/1T BF16-OB/1T BF16-2/1T BF20-OB/iT 8F20-1B/IT 8F20-1B/2T O O O 8F44-1B/IT 8F40-OB/IT BRF40-OB/iT 8F32-1BAT BF32-011AT 8RF30-1B/1T 8F28-OB/IT BF28-2/1T BF24-OBAT BF24-1BAT @ O O O @ O O O O O TYPE DESIGNATION e- #5 REBAR AT TOP a MIN. (1) REQ'D F = FILLED WITH GROUT a U = UNFILLED a 1-112" CLEAR R = RECESSED ? = 4 QUANTITY OF #5 REBAR AT C� Q = C.M.U. BOTTOM OF LINTEL CAVITY as 8 F-1 6— 1 B/ 1 T J a \ Z z GROUT = QUANTITY OF #5 (D #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL WIDTH BOTTOM R 7-5/8"ACTUA PROVIDED EN FLIINTELG (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5, REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL PLAN - B 5CALE: 1/4" = V-0" BEWS DESIGN GROVP 150 STATE STREET EAST OLD6MAR, HARIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMI'A • DENVEEZ EST. 1994 � 11, III r� lin VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O N 0 N N !' O M 00 0 U Ln z a. tn " N O Ln L LL Q. z E oC U n. p Z w w0 J O l0 =Z Lu Lo Z L r w¢°�x uz 0 Z Lu Qw J Z C W a OLL_ o 0 Lu eq m�0 z O av zkw Z a oL OJ L z Boa ^ �aa ly bwp a92 Wau- � V < O O W 0 A ZpLu w 7 Y Z N (V Z o cy H 2W� w Ln N J �aZS OQ M W aL9 �yp ,--1 Z Z �7i OO 00z z rn 0 m g SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. loo SHEET NO. DAVIS802 4'19 .A �� � 1 "19 I'i t A I I f �ik'IL� •IGIt ll�k � Il i l 111611'iI, I. u i i Ill �.. i ' P',).i ,1�I a t ���� � ��1 �i I J i I 1 1 I I i ii i II � I i1 •� aIi � �.I IN .1f14 Ik�l 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 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT 00 AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN AN INDIVIDUAL FI XED IXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEARE ST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN INCHES 1 24MM 60 C S 5 ABOVE THE FLOOR OR WALKING SURFACE. ( ) G SU ACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2 ITEM 3 IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE, 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11'. 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRESTRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8')', AND'MICHIGAN CONTROL JOINT. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. T BE SPACED 1ALL BE S.P.F. #2 OR BETTER U.N.O. 6.3.3. INTERIOR LOAD BEARING WALL STUDS O S C @ 6 O.C.0 C & S , 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2A, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. A RATED SHEATHING SUPPORTED OVER 24" 6.6.1. ROOF SHEATHING: SHINGLE OR METAL 7/16" MIN. THICKAP S G SU PORTE MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24' MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24' MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER'07S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O,C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL'F'/S2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1.1 E=2,000,000 PSI 7.1.2 Fb=2950 PSI 7.1.3 Ft=1850 PSI 7.1.4 Fc=500 PSI (PERP) 7.1.5 Fc=2700 PSI (PARALLEL) 7.1.6 Fv=285 PSI GENERAL NOTES: PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRESTRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION ESTNLY- • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED D ENGINEER ER OF •• RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL NUOUS. KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0. 131 X 3-1/2* TOE NAILSof UNDERSTANDING THAT TO ESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6-X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12' O.C. W/ 4" LAP ONTO BRICK SUPPORT R ON EITHER SIDE MINIMUM. ANGLE SIZE PB.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • BRICKISTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICKISTONE INSTALLATION INFORMATION, AS BRICKISTONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICKISTONE. • BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DARE NOX NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" DRYWALL SCREWS AT 12' O.C. FOR CEILINGS AND 1 " DRYWALL SCREWS AT 1 " 1Ya" DR SC GS Ys SC S 2 O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED VWTHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) • ALL 1/2" DIA A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA OR 518" DIA. A.B. INTO HE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. ULTIMATE WIND SPEED (Vult) 150 MPH NOMINAL WIND SPEED (Valt) 116 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF is 10 SOFT + 30.0 /-52.0 PSF ROOF m 10 SOFT + 30.0 /-1225 PSF IW m 20 SQFT + 21B /-4SZ PSF m 20 6QFT + 21Z /-114.1 PSF m 50 SQFT + 23.4 /-46.5 P5F m 50 SQFT + 23.4 /-104.0PSF m 100 SOFT + 21.2 /-41.6 PSF m 100 SOFT + 212 /-96.1 PSF WALL ® 6 10 6QFT + 52.0 /-56.4 PSF WALL ©0 10 SQFT + 52 0 /-69b PSF I— © m 20 SQFT + 45B /-542 PSF (:g�) m 20 SOFT + 485 /-652 PSF 0 m 50 SQFT + 46.1 /-498 PSF � m 50 SQFT + 46.1 /-595 PSF m 100 SQFT + 44.1 /-41b PSF m 100 SQFT + 44.1 /-51.1 PSF _ m 500 SQFT + 38B /-432 PSF is 500 SQFT + 38.8 /-432 PSF I— -1 GARAGE DOOR 8' WIDTH + 46.4 /-49.5 PSF GARAGE DOOR 6' WIDTH + 46.4 /-51.1 PSF :__3 O 10' WIDTH + 45.1 /-46.9 PSF 0 10, WIDTH + 45.1 /-51.1 PSF 12' WIDTH + 44.9 /-48.3 PSF 12' WIDTH + 44.9 /-505 PSF 16'+ WIDTH + 43.9 /-415 PSF Iro'+ WIDTH + 43.9 /-49.6 PSF CHART 15 IN "ULTIMATE" PRESSURES. CHART IS IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME T MAX IN END ZONE -1 COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) ROOF m 10 5QFT + 18.0 /-312 PSF ROOF m 10 SQFT + 18.0 /-135 PSF m 20 SOFT + 16.1 /-29.9 PSF m 20 SQFT + 16.1 /408.5 PSF m 50 SQFT + 14D /-29.1 PSF m 50 SQFT + 14.0 /-62A PSF O m 100 SQFT + 12.1 /-28.6 PSF m 100 SQFT + 12.1 /-51b PSF WALL ® m 10 SQFT + 312 /-33B PSF WALL ® m 10 SQFT + 312 /-41B PSF Lu © m 20 SQFT + 29.1 /-325 PSF (:P�) m 20 6QFT + 29.1 /-39.1 PSF _j (E m 50 SQFT + 28D /-29.9 PSF (E:) m 50 SQFT + 28.0 /-35.1 PSF CD m 100 SQFT + 26.4 /-28b PSF m 100 SQFT + 26.4 /-34b PSF m 500 SQFT + 233 /-25.9 PSF m 500 SOFT + 233 /-25.9 PSF GARAGE DOOR 8' WIDTH + 21.5 /-29.1 PSF GARAGE DOOR S' WIDTH + 21B /-31.0 PSF O O 10' WIDTH + 21.4 /-293 PSF (9)10' WIDTH + 21.4 /-30.1 PSF 12' WIDTH + 26.9 /-29.0 PSF 12' WIDTH + 26.9 /-303 PSF 16'+ WIDTH + 2ro3 /-285 PSF 16'+ WIDTH + 26.3 /-298 PSF I CHART 16 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART 18 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON EN D. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CH ORD, DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SOR IF INTERRUPTED BY HALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. • BLOCKING BELOW WITHIN DTO FILL THEE AREA VOID AKEN UP BY TRUSS WORKI.E. THE VOID .) FORACE TRANSFERRING UPPER POINT ETWEEN THE BOTTOM PLATE OF AN LOADS (I.E. STUD PACKS) TOALL TO THE LOWER WEER COMPONENTS SONRY OR FRAME WALL SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: •• @ MASONRY/CONC. WITH -1" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• @ WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, ILSU HANGERS ARE NOT REQUIRED T ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2XR BE PT AT CONC.). FOOT ( THE ENDS • O . ATTACH FOOT TO FLOOR: •• @ CONC. W/ k DIA. X 3" TAPCONS @ 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LAND INGS JOISTS TO BE 2X8 #2 SYP, MIN @ 6" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 3? TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. . ••• 4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT (I HE FULLUWI NU SHALL APPLY U.N.U.) • IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRYANOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLAPPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLO PLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLAPPLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ®®ee��t>riaa�,,l4�� '� i d''r `o �� ...... J' .,. �, i 1 ._ .m � J ® � "_s� :Lu -• ® , . ' b �• 0. o a s ®> f- j .� s ,-) co " e �o A`,, , e" : , -. . e" �, lzb of e,0;,0/111 a\N� l a Ie tl zo ow W } = 7 U p a LL 2 J a a~ Z N wp�� �=O�OF 3uJr� o0Fz0 W w Z= 8 3 a Z= J.tua = O~ pQ Z pW oW VIQQ z cc ALL=� pm�a� H xo~1O =�¢�gz cn � � o l-0 p F QO z J ?W 2O W.- �(Zr�� W ZK? uwz� ZZw=.t ma H9 Lu WW2 Ftww;� J _� 'M Q mu a L Q w� N w a3 00 � V k.0 N 6 N M M Ln 00 `° --z 5m u. w d a mmm OC N a N MMM W 2 d' u1 2 0 ��� W v~i W h o W w ,Z^ W 0 Q N � _: V C LL 0 Q W Y Z a��° 2 w U 00 0 X Q z :5 3 V4W ., Lu v; g a W O d z 0 to \ < O Z NO O au r-, 14 H M O M -� QL0) I )`nX 0� �LM UQ�- o00QZ§ J OWZ11O,u mi U) Lu Du) z .J .j < .< �- 0� W F- 0 V 0� �_ U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. - — — — — — — I I I I — — — — — — — I I I I I I I L— — — — — — — — — — — — — — INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. REM', 1=L1=1=1= 10'-0" TANK -LESS W/H H C G CORNER OF 000 HOME GARAGE SIDE 5 „ C) STUB -OUT FOR 1'-0" 0 9 ' GAS METER O - o o N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING a' w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE +++++++++++ ++-__----++-- + + ++++++++4++--------++--+_ +++++++++++�++-----_-+++- - + + + + + + + + + + + + + - - - - - - - - + + - - + -- + + + + + _ - - -0" (TYP.) 6'-0" + - 6'-0" + + + - - - - - + - + + + + + - - - - + - + + +' + + - - - + - + + + + + + + + + + - - - + - _ - + + - + + _ + + + + + + + 4 Z++ - - t - - - - - + + - - + + + + + + + + (o - - "t T + + - + + + + + + + + - - - - + cr' — 15/32" CDX I PLYWOOD OR 7/16" OSB \—RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE I 3 SECOND GUST EXPOSURE "C" WIND ZONE uu nnw yr rnnn nnrw Lw v v.v. a 00 KIIV(a .7t1A1VR IVHIW L O V.V. tUlatJ 6 + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap { FILL CELL U) w > STD.90• CONT. #5 I HOOK BAR BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH i Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. r 1/8" min. ) Small gap 2" min. + 2" max. 4" max. o 1K I - Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. � I 2) Block solid between joists for full length of span. Tight fit �i - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. J o9 4., required when Indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s8 BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s@ 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* — Joist When joists meet over wall, provide 13/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q ' Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRIG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6' All ROUND HOLE MAY 6n 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)1 Od �GIRDERTRUSS NAILS TYP. 2"x TOP PLATE 5/8"� THRU BOLT _- 2"x BUILT UP COLUMN SIMPSON MGT w/ (22)1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR °• ° . • FOUNDATION INFO ° " c STEM FOUNDATION GRADE REINF. SEE PLAN ' ° e ° hill l ll ; I A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT = 11 TYPICAL SIMPSON H10A INSTALLATION DOTE: JPLIFT VALUE S BASED ON >.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE Q d ° a °. ° a: `i-- SEE FND. PLN. — SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' -0" CENETERED @ PIPE PENETRATION ° ° ° `PVC OR SCH40 SLEEVE i—PLUMBING LINE d L d i '4 � e SEE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° d ° dO' a *IiRk •. °• •� �� SEE FND. PLN. SIZE & REINF. ���4,1i41111ttr//� i ; F i �. • b 0 !/ N bsty.. sCV<� ®_ .:O a<® ♦° C):Zt �. o • " C6�. ®. ow s`•� • c� �r doo 6''® e rr11 11 Uw Z 0 Z w =ao °Q¢= J racy wR<° Z z ° O w O p F O 3:8�;: o°Fz-0 LLI ...z3gzio >w'a� U 0 l :3 azLnd U O� =oifa p�aaZOW Zm0QU' ,- in lm1D Fo�=7Fo°2W N LLa�a Wwo�0 F 2 2 Z Z.- T z O �T- W wZa- LL UrnZO OZw=Q 0 moLDw "'Zczro LU W O S W L ~ccw Q =cr U'n D[ o.w w a3 �cc N Vt00D N m N Cn o m Ln 00 to t it -- Z m W Lu 0=12 Lu W In- it O du LU 2 7- W OJ 00 0 N a w Y Z a -i ° W w 0 00x a Z Z) 3 vi Q a z O Z NO 0 Ln I> LI) M z M Ln Q - 0- to 0 Q �LL� Q m oC U Z W W O J� O Z --� UJ C) V Z Q oc SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 [k.„_I,'UIi rJl V:1��11 Yi�dii�', t7lIN0 1114 tJlidihi!��Lllllill,di�d'.i!. I i if _ c , � I:I lis l ii I hu .. 6 1•I, it i I I I I L— — — — — — — FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 11 P') VARIES / INS 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 99HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL -TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN :4"x4" FOR LOCATIONS) 1x4 P.T. BASE NAILER INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1AXIN1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE L r o °° � _ D 6 MIL VAPOR 0 op I I- = z r _ BARRIER ; r� 4 1 COMP. SOIL. (COMPACTED TO 95% — I MODIFIED PROCTOR I I 1TII ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14" If.OH.D. RECESS SEE A/S3 OR J/S6 J -III i I I i I, III i is i I, FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) ��, ram• D I —I f I —I =1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 2411 O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH `") o A I ICI I I —I i f—III—I r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 0444 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR N BOLT INFO. I 5/8"x6" "J" BOLTS BOLT (IF NO UPLIFT ON 8�x "6" EPDXYTBOL OR WALL SEE GG/S3) I (6)1/4"x31/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 10d NAILS TYP. N 2x P.T. PLATE T I ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN p D °D o ° FOR CLARITY _______ oO —III—I 1—I I I —I 1—I 1 III—I11-111=111=111=111= z NOTE: D g ° o° ° P—III—III—III—III—III—I 11-1 I E I 11=1 I *FOR BEARING WALL III—III—M T 1=III=III=III=111=111— W/ UPLIFT ONLY _ _ _ _ _ I —_III —I I I=I I I —_I I I_—i' III=1 11=1 11=1 11=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1 11=F=111=111— ICI —III -III_ IIII_„III,,III III -III —III FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A. ' `d GRADE . a . 00 -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT -71 13" G O.H.D. RECESS E c) ' M e :. I -1 —III=1 4' I T �� I •��� . ..... �I III SEE SEE A/S3 OR J/S6 J -' U I I I ICI i, I i, . FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 3/8" MORTAR BETWEEN SLAB & BLOCK GI C\/ AV lU 5/8"OR 112" HIGH STRENGTH J `—TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10' `J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2" WWF OR FIBERMESH �31/2" MIN. D � ° °H—I 11=� 1/2"(min.)- 4" ;o _ ° ° —=III—ILj_I 3 JZ(min. 1I Ti- _ (2) #5 CONT.T'�'—I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP as SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN x 10" "J" BOLT @ 24" O.C. W/ 2"* / "°x3/16" PLATE WASHER (TYP.) _ j� j�� SIMPSON SP1 w/ (10)10d NAILS (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE @ 24" O.C.) 2„ 6x6W1.4xW1.4 3 1/2" MIN. WWF OR FIBERMESH �. p ° =—'31/2"(min.)-4° co _ — ' ' (31/2"(min).- 4" =1 I 1=1 I ° • =1LI I I—� I I- IT_I=1TI� I— I - —III=1 I �I I 1-111-' (2) #5 CONT. 1 " U.N.O. MIN. TYPICAL BEARING WALL ta@ STEP rcc SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS GOOs�GUR��,V 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. c lot (2) s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C � ULATION PER CHART ON FLOOR PLAN THIRD POINTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR c PER MANUF. #3 OR #4 REINFORCING BAR D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r p FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] co — —%lll:tj p - 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER p c I I=1I ITl I I� °° ° ' T=I 11=I I I �. #5 REINFORCING BARR 17/8" �1ImIr rZ I �I I I —I' �"'� M AIR I AP GPI IrF COMP. SOIL. (COMPACTED TO I I • ° e . I I �I I (- 95% MODIFIED PROCTOR ASTM D1557) �I , I�III1_,III , III 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� ° CD —CONT. BEAD SEALANT Q INTERIOR a` Qa -31 CONCRETE NAILS W 11 EMBEDMENT @ 12" O.C. - STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - a M 6 MIL VAPOR BARRIER —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2* GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN COAT. BEAD SEALANT r6x6W1.4xW1.4 zi 1 WWF OR FIBERMESH M T- a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4`=1'-0" S3 . REINFORCING 90 H02 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D W � I=�=1 � I I I—� P• N REBAR DETAILS F SCALE: N.T.S. S3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING V — COLUMN LOCATION w Z F- ATTACHED PER NAILING SCHEDULE Q> >w w o w SEE FLOOR PLAN FOR U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN -SEE PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER " COMMUNITY SPECS =� �I I - I LSEE FOUNDATION CONC. PAD INFO. TAPERED (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c" WWF OR FIBERMESH cl, E D. III IjIIIIf I�Ijll1177. r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N c r E M1 -71 ° a T ---_-- Imo' SEE A/S3/J/S6 , ,I I, , 1 ... , ,118" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL I I MAT REINFORCING. N ' M 00 _ RAD = = d ..d ° J ;III —I o a • —III—III—III-1 � w I II I I_I III —III —III —III w a w I_ —III 1 I1=1I-1I I > o �' - =III=1 �• a d _ _ = a � z M — I I-1 =1 11=1 11=1 11=1 I I I =1111 1 I I—= -I I I III-1 I —1I11=1I I —I I I III —III —I I I= OOTING 11-III—III—III=1 „I -1-1 I— BEYOND SAD REINFORCEMENT " —III—III—I 3"MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �``o4illtt/1,gld�� , le ® ® s• GS" N IL i � ® ®er Q O" Z ;> co `C ®� e°® °• J`' U❑ W w w<Ov OQtz J 0 Z z 000^ 200" O 0 1-z� W w z j 8 w g p= or- mV W m¢ va 5 >°C,° 5;z ~ u z z a < O w w VI W LL = IY a O.2 W Ln �a°F wBS=o 2 2 w z w z¢ O w_ 0 C7zaw� m 0 w Z z H JO Lu woG =cc w�wn =U~ liw wz Q -ate occ N a3 M I- IZ N �m �00 MINit Z m w w d a: Mmm rd `^ Q N 1111111111MM W In J a MMM W w w O _ _ Z W J N N U' �""a "' z > M O Y Z Q H rI U W w u � 0 X ¢ z 5 3 Lu g as LLj CC n a 0 O ° a O � Z 0 u \Ln I/ -I O M Q 'p Ln a cnEn 0 In acuu- �- I— M Q 00 Z wJ C:) J U) ui 0� Z -� W 0 0 U Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M - - - - - - - - - - - - - (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I I (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED EVENLY I I PLATE I I HEADER FLUSH TO OUTSIDE OPTION I � L- - - - - - - - - - - - - - - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 0V/--TOBLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD n. SIMPSON SP1 w/ (10)1Dill NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �- SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) k-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a 411 1-4 11 a o a d d. p 811 STD. 90`HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'1 IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r Lu T O FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ..:: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL . SCALE: N.T.S. d a d e a o SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE ENTRY FINISHED MASONRY DETAIL P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE STEEL AND GROUT INTERIOR WALL ` ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR Je ❑ ❑ WALL FT ❑ ❑ ❑ ❑ . - 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SLI VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° d a WALL a ° DOOR STOP w U ° d ° MOLDING / 2x TOP PLATE cf) GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM "--7 ±r­l CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" 0 C SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 21 S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6"O/C EDGES & 8"KBLOCKING 0/C FIELD 2(TYP�/ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S.',,I PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED G . ' 10d @ 8" O/C OAST . ' . STAGGERED FROM BOT. u�� ATTACH ALL J EXTERIOR STUDS SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE W/ (4 16d TOENAILS TO TbP PLATE a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK KKI TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON nc 2x CRIPPLES @ ---' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"—� O/C TYP. DOUBLE 2x I CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3)+(2) (2) (2) (1) LSTA30 9'-16' (3) (4) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ""-2x STUDS TYP. p SIMPSON HTT4 TYP. OAFS�R U.N.O. SEE N/S4 NG HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SP4 SP2 SIMPSON SP4 8P2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 dQ d. P.T. ATE SIMPSON SP4 --i ° \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC L SP4 SP4 � TELS SIMPSON SP2 NAILED INTO TRANSOM FRAMING 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) > (4065# SPF) 3 (5665# SPF) )S (6865# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. i&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED t J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE F 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8' 10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ° a ALTERNATE: EPDXIED ° 2X8 P.T. BOTTOM MIN. 6"TO BOND BEAM PLATE @ 24' O.C. uu FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 �7 (MIN. (2) PER BOTTOM PLATE) a�L d3 s ®, U o e le � 0S1 Z D � _¢ Ou p z t x J a� a z I:)O Opr- p19� �?u=, n : �yHpoZw W w Z 8 w g= J w m w m 3 3 LL O u as ` > ZR O w- Z 2 Q V Q H D~ H a Z w � a�=� 'zaz I— �o� ° =rQ�~2w cn <Z w�Oo LLo� wZ�� V—' w O F-ZmZ Y Z w V. �w wwZC— L.L U n Z Z z a w 0 m p w w kq Z z H o Lu wZ— woG =w2w� � _= n ~irwwM Q u = Q3 � kn N o cn Ln W � x� Z j m Lu Lu MEN W p d Z W- Q N 0 LA LL Q ^ w Zp Z ? n' O Y u W u � X a z 3 �Lu g < Lu i O �(V z OcuI� O > M O M 'p In a cn •,_ � Q a) Ln 0- M cC V00 z E ra w >? wow J0 U) ui ou) LU 0 F 0 V Z Q F- U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S4 -- F-II I� I � � - � - I II I I �l .1 I �f ,i�71�.i�!�I�II�,.i��< �9��i. �i�11Q1_.I I� i ii I •I: I II I T �T 7-� w — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 1Od x NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD (USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) BLOCKING FOR 72 FIRST FOUR 2x4 OUTLOOKER @ 24" ROWS OF 45° t 24 MAX. TOP CORD BLOCKINGNKIFKER 2X4 CONT"L" BRACE TOP CORD BLOCKING O.C. (OPTIONAL - SEE 4" MAX. TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOURFASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS ELEVATIONS) EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF , OF SHEATHING TYPICAL DOUBLE TOP PLATE TYPICAL RIDGE FASTENED AT2x8 @ SHEATHING TYP. SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND EXTEND AT LEAST 90% OF FROM RIDGE FASTENED AT MAX.O.C. M& (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ 2 1Od & 2 1Od () ( )LENGTH END @ 48" O.C. (SEE TABLE)EA. APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END 2x6 P.T. GABLE TRUSS RIDGE FASTENED ATSILL H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL • 1/2"CDX PLYWOOD OR EACHJOINTW/(2) 10dSIMPSON CH J FROM LEDGER TO SECTION FOR SIZE & SPACING) — — — — _ L — — — — — — — — — -I 7116" OSB SHEATHING & TOE NAILS @ EA END BLOCKING 1/2' CDX PLYWOOD OR 7/16" SIMPSON HGAM10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4'X 3/4" TITEN TO CMU ATTACHED W/ 10d NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD 7 OSB SHEATHING ATTACHED pv r_14� _xTHROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS 6" O.C. (2) 16d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD �° 2x4 PANEL BLOCKING @ 48" 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) (4) FASTEN WITH 1Odx3" @ 4" O/C SPACED 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. EA. END TYP. TOP & BLOCKING, FASTEN WITH MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS) STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB WEB, USE MISMSTSED VE 6 L SECTION 1 EMBEDMENT IN KO BLOCK SECTION K2 SECTION 3 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ON SHEET S5 FOR N r N r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP N M NOTES AND NAILING TOP CORD CHORD BLOCKING N BLOCKING FOR INFORMATION �o O0 00SHEATHINGH DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ "' 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES `° ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ 2 () o AT LEAST 90 k OF WEB AT 24 A T 24" O.C. ON TOP OF 1 1 2" 10d & (2)10d TOE LENGTH (SEE TABLE) CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING CDX PLYWOOD 7HE AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2)16d NAILS TT OSB SHEATHING ATTACHED OS W/ 10d NAILS @ 6 O.C. " CKIN) BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x 'ROSS BRACING4=� 3EE PLAN FOR 10dx3" O/C OCATIONS) @ 21vx4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �.v♦ i . u�nr�n�a GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1l4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C 124" 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ O/C (TYP) 0 z w BRACING w/ (3) 1 Od x 3" AT = • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w! (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU Ht--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Fill ARCHITECTURAL FINISH NOTE: / L EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S5 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES(TVPJ /—GABLE TRUSS h. `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 cr CORNER JACK C7 Y , d Q w z X 0 , 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ��otittetitt�e° s,as.• 3 �® O�� o e ;Llj cf:< a V • r zo Ow w a o a LL= J z u J n �y E Z w W W W m w g 0 U J iy W QH�~ HaZw °C LL5 10 FE W O F Q O QLL=H "2 -0! c� H X: 2F-Q�� Vi W Fg cc 0 Z W W (ZJ 'z"W Z z= r w 0 W W tDw= Q ZZHO m01-{--� W ww 0 U = w w IX,J = U '' ~ cc ' Z) Q —ate o�� V) ¢3 m I� V to N mo M m Lr) 00 mm M mi z m w u.i a a mmmm �"a�„ mmm W _j 0 MEN W v� w w z _ _ "W N to aLu Y z Q U W w u 0 X a z 3 v g a w O z O LD i O Z No o u n U)O > V) M O M Q� MLr) a V)z Ln L z Q Lln F—M cC V o. ,-1 Z ?> E 00 w�-- J U) ui 0cn LU V Z Q U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. S5 - i � -- Ti i _:.I j u. u�:: � ., i._i III:'.: �. � ��I�, Ili, ik i�w,l . i,.� ,:� I i � �I� T I b a — — — — — — I I I I I — — — — — — — I I I I I I I I L— — — — — — — I — — — — — — — — 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU ­\ 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ,1 SCALE: N.T.S. SS DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-Ki TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDLlX8 yX8 BLOCK@ SPACING „ 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3�1 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM iX4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P T LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2 0 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END -IF, LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 6_B ARCH DETAIL K SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. — SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" EQUAL 20 ga. PANEL ANCHOR PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 , 6" MIN. LAP / SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. `— SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 e PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLSFIL #5 REB (TYP,) STD. 90' HOOK (1 11L ola 71 *5A NOTCH WEB AT FIRST COURSI 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = l'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" F.F. g°. ••�• I —III —I 11=1 11=1 11=1 11-' MII1=1I1—I II1— ' -- ° 111=111=11 • • ' 11I ITI I II HE 1=III=1 1 GRADE °• " .p . ° 111 T� 1 I- m °. N ° 'R M - z r (2) #5 REBAR. MIN. 3" 16" MIN. 71, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = l'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS >� ♦♦ #5 REBAR (TYP,) 1R ♦ ♦ ,, ♦♦♦ � ♦♦ STD. 90` HOOK (TYP.) YP.) ♦ t7— , ♦♦ I NOTCH' ;�RSTCOURSE THE ,,, ♦♦♦ S .� ♦' FILLED CELL INSTALLATION H SCALE: N.T.S. SS X + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN PLYWOOD SHEATHING SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHFFT n2 AND FOR SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-O" Ix z O Q 2 U- O W Q U 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ V O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 12' NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 771 1'-0" 5'-0" NISH SCALE: N.T.S. #5 BAR Loft p o CENTERED W/ 90' H ° IN TOP 9 ° KNOCKOUT / it CHAIR BLOCK MONO FOOTING_ SIZE AND REINF. PER PLAN p ° AND SECTION DETAILS -I CLEAN FILL DIRT Z STANDARD o o N #5 BAR IN 90' HOOK FILLED CELL o , -; iv , -, IV ss- - -s. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. cQn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �4' SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. �,�orlisrrr/i 00 Z • •® �c ;- a. 4C,-) .� Cc . s . ® ®, " " ,ram �� .®••• ®® �� ,�, ��rrrla 'k %1�k W >- Z� oQwx o =aa Z w Q O 0 O U 2 Q E aZJw0W � p wZjno u3gz�LL ago a �wO Zv'�iwa0Z a LL� a�aOQ CQcz H� LLa°P w�w�xOLL 0 H Z m z Z w> Z O W (.JKU W Z C— I.L >wol7 w wlz—.7w=a 0 mo wzZH_ n J wp� =w�wwx ~ = U a H W ¢ -ate owe N a� w lD N �.+ m N M o Ln 00 � (' w L" �# 4M mmm mZ Zm w w mmmm lot mm W � Ln Lu J Vf "I m0 w w 0 vI 'Z w - o N 2 v 0 LL ^ Q Y 'i Z aroo L u w 0 o 0 0 x a Z Q 3 Lu N J D_ cr- ag o a Z O a i L# O z cV 0 � aJ >U�o z M Q -gyp Lo CL NLn Ln Q LL cl� U < - � E W O w JkD d- ui O uj 0 V Z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. 6 - - - - - - - - - - - - - I I I WEATHER RESISITIVE BARRIER I I JJJIII TAPE I � (/SSEMBLEDWIND ) I I I HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing MEANT TO SHOW G installation FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING ...... WEATHER RESISITIVE BARRIER SELF -ADHERED FLASHING WOOD FRAME CONSTR. SELF -ADHERED FLASHII` BY LAPPING DOWN � OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER- rWIRE LATH ENERA L. FLASHING 2. Self -adhered flashing plus head flashing under 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPO 1 EXTERIOR DOOR WITH DECK -SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER WP03 EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED .......... .......... LETTER ON CHEMICAL COMPATIBILITY ° ° ° RELEASE PAPER SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, r RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF _ THRESHOLD DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE SELF -ADHERED FLASHING O WP07 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS 1 UNDER DECKING (SEE DETAIL WP07) 2 SELF -ADHERED FLASHING FwP05 EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PATCH 6�1 ®RN SELF -ADHERED FLASHING INSIDE CORNER Ground =7 7 FOUNDATION WEEP SCREED NOT USED Fwpiol NOT USED 1WP1 1 NOT USED -two 1: Water Resistant Barrier Lath Sheathing Stucco WP09 WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), conrosion-resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i 0 0 Z cV 0QJN M O M Q � M Lr) a V) �- Q U- tY U ca Q � � Z fa W J � o� O OL 0 UJ SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. 4.. A3 FL1 7244.1 M. ... .. ..... . .. ... ESR-3455 A23 FL10446.2 MIROCD ESR-2606 CU CD > C- 2 CDO - cu -0 CU U) _0 = 2 (D 0 O.3: C C .0 U_ - C) > 0HD28-2 U) E 0 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H D216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 HD216-3 FL17232.3 ESR-3445 HU21r�3 FL10&%.l ESR-2549 H D26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 A required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below iftheywill be utilized on the s construction project for which you are applying fora building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 1. EXTERIOR DOORS HD0410 FL1 7241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf HGAM10 FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf HHCP2 FL1 7236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf HTA16 FL17680.4 Evaluation Report HETA16 I'Ll 1473.5 SIM200802HTA20-18 ThermaTnu Classic -Craft and Benchmark FL15225A +67.0/-67.0 psf FL17680.4 Evaluation Report HETA20 FL1 1473.5 SIM200802 ThermaTru Smooth -Star and Benchmark FL1 5225.5 +67.0/-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,01-40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 HTVV30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30,002.0 psf HTVW16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential Winc!Code Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf HTVW20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential V'AndCode Doors WS (8X7) FL1 5279.85 +38.0/-42.0 psf FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doom FL1 1537.1 N/A (see inst sht) HUS21G-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40,01-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LU524 FL10655A09 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL1 0655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 3. PANEL WALL JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardieRank Lap Siding FL13192.1 - FL13192.2 N/A KLEG3 FL17241.15 ESR-3444 LEG3 FL1 0667.71 ESR-2615 U) (D E > O < -0 O -6-1111 a) a) C_ U) CU > 0 a- 0 U) CU 0- L_ cu LU < Z :Z < _J IL B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf KST260 FL17244.15 ESR-3465 MST60 FL10852.7 ESR-2105 C. OTHER LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dime nsional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS - Tamko 151b Felt Underlayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LT71 9 FL1 1496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT208 FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RV1 0 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL1 1496.3 ER-130 Lomanoo, Inc DA-4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A LUGT2 FL1 7240.2 ESR-3447 LGT2 FL1 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. OTHER MP34 FL1 7244.23 ESR-3455 A34 FL10446.3 ESR-2606 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MPS FL1 7244.22 ESR-3455 LS50 FL10446.16 ESR-2606 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MPH3516 FL1 7240.3 ESR-3447 VVM1416 FL10667.86 ESR-261 5 6. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA1 2 FIL10852.8 ESR-2105 COMPONENTS MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA18 I'Ll 7244.18 ESR-3455 MSTA1 8 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTelk Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC40 I'Ll 7244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C . ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 NIA MSTC52 FL1 7244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL1 1470.9 SISIM200803I NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. PAU44 FL17239.13 ESR-3449 HDU2-SDS2_5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FLI 1473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 C316 FL10852.1 ESR-2105 RFUS FL6223,5 Evaluation Report H1 FL10456.5 ESR-2613 APPLICANT SIGNATURE DATE RS1 50 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT1 6-2 FL1 7236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL1 7236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FLI0456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 I'Ll 1470.3 SIM200803 RT8A FL17236.3 ESR-3448 Spi FL10456.41 ESR-2613 SPT22 FL1 7244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 I'Ll 7244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL1 0655,141 ESR-2549 SUH24 FL17232.13 ESR-3445 H H U S28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL70655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGU5414 I'Ll 1468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FLI 1473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FLI 1473.9 SIM200802 LGT3-SDS2.5 FL1 1470.7 SIM200803 LGUM26-2 FLI 1473.12 SIM200802 - SHEET NO. PA 1.0 4 Florida Department of Business & Professional Regulation Building Codes and Standards Pop I Product Approval Application Dafall 1 vmle FLMMM4t2 I1da tem version jibudiagulK contact Eoalaxa.Ldssme v tdr.ae YEItlEMd §mbEad FIND Anorywroll AoorMtd aldM Revision 20+7 TLMma-TN Corporation Rick WrpM Lyrvdon F. Schmidt, P.E. Ryan J. King, P.E f 0/1820+7 07/122017 101182017 12/122017 Approved CobWr. E.WW Door (419) 298-1740 PE43409 (819)7875555 BrrbGY9ory: Swb0ilg Extorter Door Assemblies rickw�rw8gpcomullanb. Comhpaanq Method Evaluation Report corn a corn Flomka Registered Architect or a Licensed Florida agneLinjugum Professional Engineer LaiEmamLQWAMN gmdkA� gem A■ro.a.1CUse In Abscond MM 2WENatilM .for LM Ial■M 2w1ga BssYMM EiE■Yrs 1 a. Tlwma-hu Fbw-CWsdc and Smootlr-SW NonlNa Sd/9P8 9quotNg4mpad6quot Opequs 12/3t/2020 NO Yes NO WA Composite Edge Fiberglass Single Door (InwrOrgpuhwip; X oonagunabn) FU7eses4u 99L Et*, or no LM Dab Pendants gate lone w-use jaudiaAor S20a E■lossciiam ydmdm L Y§Nd od lud■hMd EMA■®rsl A■roved AMm& Revision 2017 TMama-Tm Corporation Rick Wright Lyndon F. SdaNdt P.E. RM J. King, P.E. 12/13r1017 12/192017 1221/2017 Pending FSC Approve Category: Exterior Door$ (419) 298.1740 PE43409 (813) 7675656 800Category: Swkpirp Extent Door Assemblies rNkwMrwhklpemweanb. Complexes Method: Evalwtlon Report from ■ com Florida Reg hMe' Archeect or a Licensed Florida Pnoteesbn l Engkrer - ELEMOLiMZMMM La! 1`mductgsscdMla ancLAmmoss Caused EMiliMkaDole Ananived ladlfali for Use Aworouial Outside, forUse li IMRO gmdm BssllM Pressure 1 a.Therms-Tru FBrrCWsk ad Snool hSW Nooninal88/39;880uothion-I.MMquot Opaque 121311rMI No Yes No WA Cahgcete Edge Fberg Ws Slogs, Door (Inswkproaswag; X wmtigwaton) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of l 1/S/m18 Florida DepaMient of Business & Professional Regulation Building Codes and Standards Product Approval Application Debi[ Pop 1 11&m+e Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Datall Pap, 1152o1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fy. + of x 115m+e PL12aes1412 raft ERM 21M 29A Dole Petaluma 211E FLalaes14t2 226 Iintml or go& go 2MLEMMm no F1.0204e1$2 b= Version dMO Sdmafd Pamlerila,amm YIIMMdffi )reIMMd Aghm d FWAoamrL ApMMMd Stfa Time version lYMdaudlo[ . Embdbc.i.Llaole Y1■oEdlc Yokidd midm d !`OCA■rmY A■Iowd aMda f� YntmLa[ Mel Lie ➢El.PJO.m sal Revision 2017 Therms-T. Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kip, P.E. 10/1Ym17 O7I722017 list8r2017 12/17/2017 ApprovedRevision 2017 Th mme-Tru Corporation Rick Wrght Lyndon F. SWNdt, P.E. Ryan J. MIS, P.E. 10115R017 07/12/2017 1d182017 12/122017 Approved LM � cooledEnak�ALI- VaNdged By Ydift aNkmod FMADWOVVI Aporynd amm CWaory: Exterior Doors Subcategory: Swingkp Exterior Door Assemblies (419)2WI740 PE-434M (813) 707-SM rkkw@rwbldaoonaultams. Cadgpry; Erne for Doora Subcategory: Swinging Exterior Door Assemblies (419) 2WI740 PE-43409 (813) 797-OW dclovembltylcenwb ift. Revision 2017 Tbsmra-Tm Corporation Rick Wright Lyndon F. Sd.,^ P.E. Ryan J. Kbp, P.E. 10/15=7 07/122017 10118=17 12/12/2017 Approved Compliance Method: Evaluation Report from a corn Compliance Method: Evaluation Report from a corn Category: Exterior Door$ (419) 2WI740 PE-43409 (813) 767-MM Florida Registered Amhited or a Licensed Florida Florida Registered Amhilea or a Licensed Florida : Swinging Professional Engineer Professional Engineer Compliance cCompliance Evaluation Report from • corn Florida Registered Ardtiad or a Licensed Florida FLe70ea1Ju Products FlriW61ar2 Products Probational Engineer eer AW Product Model. NreshM a Korea .gmdkAmtmn Product Description Conlred Expiration.Dab Anum,d for llt Ala In HVHZ olowe Use HVHZ build Bssllre Hiss Pressure Loa I LAtl11rsOss bmbmL2mmMm A■rp-d for Use Ailisroved JUM 2wwd for11! build 22" Bohm Pow■ 8 f. TMma-TN Flber4laWe and Smooth -Star Nominal 861139;0 8qua;11on-Impoiddqua; Opaque 12/31I20Z0 NO Yes No WA 9 I.ThermFTru F1bar-0IaWe and Smooth-Stor Nominal 6&M;86quotNon-MpadlicioK Glazed 12/3lrAZ NO .110li Yes No WA Lot Product MM- Number or NameE[MYial S Ia10Rli gIdEWLimli BssIWnt Composite Edge Fiberglass Single Door 0nswteglOulawing; X conBgural w) Composite Edge Fiberglass Single Door (ImwirgKksswkp; X configuration) 14 n. Themrs-Tm FBMr�WNp and Smooth -Star S&MntW NamtIa186P39;0 8quotNon-Impad&qud; Glazed 121312020 No Yes No WA Composite Edge Fiberglass SingleDoor (IMwYrPrOWeYr9: X mndprrabon) FL/18es14M1 RJI20/614t3 .990 Entity or 20 go Dab PMWI- Iles Satle E kW a* Do gasEsad■ Ills P1,1204es43 tine YEdgn mmutwhlf cormak EnchwerALicense Vatktstedar VaNdsw Ermsm lOC Apassnl Apprmred Eofa TIM vmMs Bemdlfru 2ss AOWMr.illeml vgWted.mt yaw" AOtmld FBG.A■NM ammrae 5■ss Enft no 2& Dab o Revision 2017 Themls-Tru GnpoMbn Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kip, P.E. 12/13/2017 12/13=17 12/212017 Pending FBC Approval R-Mon 2017 Theme-Tm Corporation Rick Wright Lyndon F. Scheidt, P.E. Ryan J. King, P.E. 12/132017 12M32017 1221/2017 Pending FSC Approval loss version tia01 dlntleiyatkead W Y�tMd } � Aa20 aMma Caam; Exterior Doors SubCaagery: SoInging Exterior Door Assanblia (419) 20&1740 PE-43400 (813) 7675555 rickw@nwbldgio metres. Category: Exterior Dan Subcategory: Sapping Exterior poor Assemblies (419) 29&1740 PE-43409 (813) 767-6666 rldrwanabldgooauaana. pesmm 2017 TMnns-Tm Corporation Rick Wright Lyndon F. Schmitt, P.E. Ryan J. King, P.E. 12/13/2017 12M3/2017 1221,2017 dip FBC Apia, Compliance Modwt Evaluation Report from ■ donsCategory: ComplFlorida iance Meedd: Report from a can Exterior Doon; (419) PE-43409 (813) 767 Fbrtla Registered Arckited or ■ Licensed Florida r a Architect a a Licensed Plonks aubGa9ory; SwY�p Exterior Door Aewrbitas notes Professional Engineer Professional Engineer Compliance Method: Evaluation Report it= a corn Florida Reghtsned Architect or a Licensed Florida FLMMl.R7 Products FLM"14u Products Professional Engineer cleaMCAssuOass Approved for Use Agwoved.so Use IMoaf Hokin gmkAss A daudi ft A .Use MINA Ruin 1ga10/N4tl Prodnn.r Lad! Product Model. Number or Nam Product Description fit 1, HVHZ Outside HVHZ Bob= Eresslss Lag Product Madd. Numbw or Product Diacritical Ill outside HVHZ Bssklm PJ<1aMire Aoa6Mna M[ gr Aaalmrdfar U" imam 21" 8 1. Themal-Tru Fiber -Clank and SnoothSter Nommul 8&N39;0 Muctilon-Imps dqua; Opaqus 12/312021 No Yes No WA 0 I. Thames -TM Fiber.CWate and S=o&Sur NmnYW 661130A 111quctNon4impod8grot Gasped 12/31r" No Yes No WA gueo LAwhmgss Lallouldi� 1oulaide Composite Edge Fatryfsss Single Door abgK utesing; X owftwo6w) Composite Edge0ns (W4W.WOutowyp X; ODMWn tion)� 14 n. TMmn-Tm FbrCWNc and Smooth -Star NomYW 8&#N.,0 dquotekn-Inpaddquok Glazed 12031=1 No Yea No WA Composite Edge Fiberglass Single Door aka (InsWnglOrdswkp; X ceMgurabon) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Fags 1 or 1 11Ym19 Florida Deparfinerit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs1a1 II ism18 SBds loss yeast. lsEMaMMot DVA, w 210 209 gtlE Ew®ag 201 LSil322l-R4 SrsOe Enft or 20 21k Data Position ass& FLa1T7474M Cade EnLV, or 2 IN ddE DabPao.ng 11M 2209 Esgllw[ALI Yddlkw er Mddesd luemNd FIND Aoo m g A,,mv d AMR loss Versln llsudrbild 298= EMdmMAddssass V IkIMW IN yntlyd lmkmmd FIND Aoaro ml A-mvd AMM loss version ladidMdUn 99wo AMiNKAUd Yddl dk Yfdtls4 amkmm FI CAonrs1M1 Aoouavd it" Revision 2017 Therms-Tni Corporakn Rick Wright National AOgedaatlon & Ryan J. King, P.E. 1220=17 Oa212017 1222/2017 Approved Revision 2017 ThermrTru Caporals Rick Wright National Aomedbtion & Ryan J. Kip, P.E. 122012017 0921/2017 12222017 Approved Nor 2014 Theno-Tm Corporation Rick Wright National Awedftbon & Ryan J. Kip, RE 07202015 06072015 07252015 AppraW Category: Eldarbr Dons (419) 2WI740 Manganoa Institute (813) 7675656 ay: Exterior Door$ 298-n4o Meraperrmerd YmetlNto (613) 787-0555 caiagoull: Exterior Deer$ (419) 298-1740 MMupenaM YrsMuts (813) 787-0665 Mbdtsgory: Swinging Exterior DwAssemblb dawrarwbldpmnsueanb. BhbCatsgcy: Swinging Exterior Door Assemblies Subcategory: rld drklvtyvAgyceneukanlw Exterior Door or &uaCaagory:Shod: wbkpceruultents CombPaanrca Method: CerMIos1M Mark a LWkp Dorn Compliance Met": CerNket nMark or Listing cem Oging rk Compliance Wand: GrtMcetlarn Mork or Lisfkp Lls ft cornrldw Dorn outlier AssNrsnid AM®Cd for Uss Ain roved for sefor PLAH7747411 Prod -to Am..IlM! ALPtlMe LotJ G ImB� oublam m BMMMM Pressure af S In HVHZ bOYl,HVHZ saddaPlwdre amProArlModel. Nunbmaame Enta akulzssklERLDM dHVHZ9MMN•tm BohM Pressure M 1 a. 8quotC WabC &Uwot ad &ptotiaridrnank by 8r$ and 810 Op atua and Gazed F6egiw Door with IM112021 No Yes No WA 5 e. 8quol;Snboh filarBgwt and &quotOsnchmmk by 8/8 and SN Opaque and Glazed Fiberglass Door with 12/31=1 NO Yu No WA 1 a. Opaque Fiberglass Door Nominal 3a139;0 x 78039;0 Opaque Fb Ire Door 07/312010 No Yes No WA Tnama-Trul lgt IN wMba Stilettos, Inewi g ad ouawitp Therms -Trull andwnba SM@Mn. kr ing and OuNwkg - (Inewkg / Odewkp X Confpua5ns). Florida DspaMxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paplofl IPM18 Florida Depertm Building Codes lsaand Standards Professional Regulation Product Approval Application Detail 1116=18 FM&nZoBa C� Elamr or 21M 11k Dab PwAk a go_. F .r.,,+ %4 __ Srslae EDImLgr ads Dee !tole EssOm 21l I01111 vldaa d Contact Eoom LLLM a Valdaad IN, YEEdad Adidd■d FIND AnMVW A■reM11 aisle loss v/rslim megllydimr Contact Emd-A Lb- Validated By MAN" Adiguad PBG AEaImMI AgsrsyMl sits Revision 2017 MI V*xlows and Doors Brent Sanger Luis, Roberto Lomas Steen M. Uri* PE 011/132017 O&M 12017 01IMM017 10/102017 Approved Revision 2017 MI Window and Doors Bm t SBelgar Lute Roberto Lomas Sawn M. Uridm, PE =13=17 08/112017 08/15=17 101102017 Approved Category: Exactor Dope (I' 7) 3$53900 PE-62514 (717) 3175464 Cabgary: Exterior Door$ 3853300 PE52511 (717) 317-8454 SlbCob": Siding Exledor DoorAppMlbe bok*Kp amiwd.c Compliancy: Stidkp Extorter Door AssW boU WUngeFCFrYwd.com compliance Method: Evelotuoo Report from a *limes EwkWbn Report Trom ■ Method:WArchitect Florida Raglaboad Arditd a a Licensed Florida FloridampaRog Ardlatd a a Licensed Florida FRegl Pnolwforhal Engineer 9.01a1411,111tr ProductsH ProfwkxW Ergkloer E"I lmi Product Model Nurhhea Maine P In HVHZ CufMal001i plemm PJssMIre Loa Product Model. Numma a Name tinss Aoo n for Use Moravec! far ties QuakertExpiration Ei>1AttQssotlotln SntrsLn.ante JB.glQli .IB21i AS MM assln BssMt■t PJassfm 1 SERIES 420 ALUMINUM SOO SERIES 420 ALUMINUM SOD OXO 12/312018 No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 AL)MWUM SGD OX, XO, XX IMI2018 No Yes No WA 145,WMuo1;x608pot NOR -REINFORCED 95&quotJr80&quat NON -REINFORCED 9E15=4t4 rIgo Item lhrsige IMmlhfltu Revision 2017 MI Wndw s and Door Calgary: Exterior Doan SuaCaanory: Sliding ExadoF Door Assembled 1. .. ee Msgbd: Evaluation Report6om a Flrka Registered Arollaed or a Lk o mxl Florida Professional Engineer Bi11533244 Produce Lai Product Model. Nrnhher or Name 3 SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pros 1 or 1 1ranle EMkLM no Rim Dole Pending 20 CnMM EmImMlLicense ydwdu h mwwdm AdaNd !1ladmreint Asarsyell adfM Brans S6Mger Las Roberto Lomas Steven M. Urich, PE 06/132017 06/112017 08/16=17 10/102017 Approved (7M 3654300 PE- 2514 (717) 317-8464 ea &go,Cntiwd.cem gmdkAtfMass Amroved for Use AoMBor dfotlW )mod 21" lroa.tp riodm caused ExokmdmDMt IWl1Qli Omkil&HM nnmmm PlsslM! SERIES 420 ALUMINUM SGD REINFORCED OXO 12/3lrMO No Yes No WA 1453/4gquot,118sg lot Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pepe 1 or+ 115rm18 FLSMU. ! aft Entity or 281 go Do& Pendkw go mms Version IMguferAmc 2909 EDMm LLLdssmt VaudMW By ywkw d aflmld FOC!■re1Ml Assumed AMR Revroon 2017 Therms-Tru Corporation Riot Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 1011 VA17 110M62017 10222017 12/12=17 Approved Catagoti: EztoMr Doora (419) 208-1740 PE4134011 (813) 787.8555 SubCatspay: Swinging Exterior DocrAeeornbitn dda®rwbilgonsubena CompBrnea Method: Evaluation Report from a fan Florida Relished Architect or a Licensed Florka Professional Engineer F1 P.rsYYFM gmdkArareoss Agerovdlocgss Am[modfor Use IM09 QEtl■ Lot Product Model. uunma.raram. Product Doocriodon S InJBltJi OubMelHVHZ Resistant p1 1 a. 41quap°bomCWsif6,quot, 8quotSmoothSarBqua;, 6&a39;8 &gwtknpad&quot Glazed Flbsrgtess 12/312021 No Yes Yes WA &quotCla"ioCmgquot or 8quotClasskCMt Single Door- 0() khhnv4p or Outaring Configuration Ruslio6quot yr..._ . Sob Pme Veralturt ldlmddabig Revision 2017 MI Windows and Doom Category: Exterior Dorn aubdaagay: Sitting Exterior Door Assemblies 0, Pill , UM hod: Ewku ion Report from a Florida Registered Architect or a Lkensed Florida Probations! Engineer Brtlssl�&P� Lai Prodnet Model. Number a Name 4 SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Piss1at/ +/520ta Entity or Pik 20 Dab po hw 219 Cooled Encloser ALlconss Valuated EW yww d aWreWd FWAmroMl Aoarssd aMha Brant Sanger Luis Roberto Lamas Steven M. Urich, PE 08/132017 Oafli2017 MISM17 10110=7 Approved (717) 385MM PE-62514 (717) 317-8454 gIIYL.ANYreOss AsairoinW.for Use A,,r, dlgf6e IMssot 11EMa Product Denorlotion In HVIM 4u lmLle prtw BlE1lnt P1ssM■ SERIES 420 ALUMINUM SGD REINFORCED OX, 12MI2018 No Yes No WA XO, XX 98&quotx988quct Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.pe + a I 115201e Florida Departnlalt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop 1 or 1 Ir"18 Florida DepaAnxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Delall Page 1 a 1 Mania Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9t1032E! Adults EMML9r RAB aft 11MPf.on no FL=14tn CLIfiE 1111211111.21: ante alfe 2dabo m gas F1ri15279.R6 Smog EMvor 11M 21h 2MLbo m no 9*ISL75-M Sda llambL9[ BM version Idamdsslor Contact mm aLlrssm YMMOUL& idd d LIssMMd tla.A■rovel Aimmyod AMma Piss vlreln 29mm EDalme[BLIcamse vaikkwby INUal lutMNd PaD.A-val A.D,,I d alma Item vlrela MaMllcAl[M cooled EmMeraLIC- mwwdum V Udobd aWMNd FIND Aperoval AaMa1Mi $1fa Iss! Wo1n mfemMMimL Contact En l-a Licarwas v111dddBy Review 2017 MI Vdndowe and Door s end Sunger Luis Roberto es LanSloven M. Urich PE 08/132017 00/11/2017 OSM52017 1 O/102017 Approved Revision 2D17 PGT Industries Dean Runk MlamFWds BCCO -CER Mlam4Dsde SCCO - VAL 12202017 11282017 12r252017 Approved Review 2017 Cbpsy Building Products Company Mark Wetarkid mental,TestingServices NA, Gary Palomar i lrIM17 09/102017 1ZNa2017 Approved Revision 2017 Cbpoy Building Products Company Mark Waster6eM lffFbk Testing Services NA, Gary Pluehlor lo Cagery: Exteaps hter D (717) 386-3300 PEffi514 (717) 317-8454 Category: Exterior Donn (941) 4860100 pee) 316.2590 Cebgory: Ebdedor Doom (513) 770-0082 Inc. (513) 51041588 Category: Extembr Doom (513) 77041082 Inn (513) 5195588 aubCMeOay: Saosp Exterior Door Assemblies beLtouG hked.cpn Bomphegcy: SIMieg Pearson dmadropptlnrhahiss.cam Sectional Exador Door Assemblies maester8ek�ebpay.cem Sectional Exterior Door Assemblies unaeaar8ek�dopsY.corn Caaptaee Method; Ewkwbm Report hpn a ion Mar or Latin CompllaFa MAned: GF5Rn5oFn Mark or LisaFg C Compliance Method: GFk'BuloFn Mark or Listing Compliance CobCabgery: CaapaerFca Megbd: Certification Mork a ListNnp Florida Regis- Ard*Ad or a Licensed Florida PFobsebnal Engineer RaM14t2e Products FL#15279M Products F1.01517111415 Products Pege1b8201a11a I I 21k ante RMLEMM■ gate Vatldatd iWMNd FDCAnoeml A1MMMd alma 1MM17 01IM02017 120052017 Approved nalu mi2milm CLoftAsssm� AooFwed for use At coved For use JMR19 assln QuMWADBuram Aeerored for use Aoowyed ter use Imam D"IM Quasar Assurance, Aolrowd for use Amid ffigss Indeed 4tin Quash, AwmrSx Amrodffi!1e Aoou ell 1Mssl& assln Lai Same In HVHZ oulaw,H HZ suddad P- AKI E RO In HVHZ Owd"HVHZ seYYnt PJMtlYM lest IR>ffi.tD ssrW§on C>l■E tE E IsHVHI! 4LIYudeNVHi BssWLra Pressure alit i MBA alWd<for U BkEwaijum Pressure, 10 SGD5570 (Large Missile Impact) Vinyl Biking Glass Door 04M42021 Yu Yes Yes WA 37 037 WW54M PAN-2F151: 84A, 94, 73, 75, 1500, 190, 75, Steel Pan (man. 25 ga.) SkpM-Cer (up to WO' wks) 050=28 No Yes No +30 PSF/-32 53 053 V216 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, SWI Pan (ran. 25 go.) DoubloCor (97 to 18'O' owir 28 No Yes rb +30 PSF/-30 76V, 4RST, 4RSF, SRST, SRSF, 2RST, ea, 42, 55, 48B, WINOCODE&e174; W5 Gerege Loa PSF 4RSF, BRST, BRSF, 46, 42, 55, 488, 42B, 55S. Goss. wks) VNNDCODE&0174; W5 Geregs Door PSF 5 SERIES 420 ALUMINUM SOO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312018 No Yes No WA 42B, 55S. GDSS, GD5SV, GR5S, GR5SV, ARSS, ARSSV, GOSSV, GRSS, GR56V, AR5S. ARSSV, ED5S, ED56V +43116P ED5S E068V Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 1rsrJole Product Approval Application Detail 9llfIIttia 22& Enter or 211a 2im DabP..&. Ilk bore vldn valwalag S90 M ZOdMeA.Llama miloom mL YaIMMd AMOMM FIND A■,,v d Assroved seta Revision 2017 Clam aware Produces Company Mink VVMenMld lnaderr Tselbg Sovlon NA,Gary PkuhW ll2912D17 00/102017 121051T017 Approved Coloill Exterior Docra (513) T10-6012 Inc. (513) 51"M aubCatenay: Sectional Exlorbr DoorAsarrbles mwesherlblindoPay.rxm comPNestos lteahoin CMtllfeaion Mark or Lisehg FLlH52r94M Products gmssLAssamss Ammved for (le A Use h.D t Doc n LaiProduct posedoom Contract EssIMYonDole talAB¢ adw aim BssYMOM Pressure 86 066 Ws09 PAN-2F153: 73, 76. 84A, 94. 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Skplo-Cor (up to 97 wkls) 06212028 Me Yes No 136 PSF/I2 4RST, 6RST, Goss, GRSS, ARSS, BOSS 1MNDCODEM74; WO Games Door PSF Florida DepaMlent of Business & Professional Regulation ps" 1 a+ Building Codes and Standards M 2018 Product Approval Application Detail E6111I ern Conte Endw w 11k 1111a Asa 210 loss viral, m uddi dime 228= Zoob".A.Utr Y1Edddk Yaud d lubMNd FOCAm®Ml Aoommd Etta Revision 2017 PGT Industries Dean Ruck Mlam4Dede SCOO - CER MWNJ)aos BCCC - VAL 12rIM17 12AN 2017 1226=17 Approved Category: wdwowe (941) 4SS5100 (78M 31S2690 SubCaft aFy: Single Hung drurl uWW.cam Ccepaaes Method: GNM1eaen Mark or LWIg PL923&= Products massLAssummixg Amrad.tWss Amrexd.for ties ]mend 21" Lai EmamLmQddNMFhKmjmm EreMIMIimokon Contract liblaft Dole In HVHZ gWMLI= Haddad PJMaYre 7 SH41600 (Large Missile loped) Vinyl Single Hung WMWow 07201020 Yes Yea Yes WA Florida Departinerd of Business & Professional Regulation papa 1 of Florida Department of Business & Professional Regulation P.ge 1 a 1 Florida Departrnent of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 1r5rJo18 Building Codes and Standards IMM18 Building Codes and Standards 1/6WIs Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 9t112?&M fide Enft or 21M go Data ies 11hus FLat1a174t7 Sage Edmclt Des no DO, Passing 210 &9171ss:Ba Srdt EnW or ante Rim Does P lea go miall V-1- llmldidgm rood Emlossci.Lt.- V.uaaeeda. kwwdd ALimom FWAoamlal AoMmitl loft tent vmlon liagudium contact EmlmMil,Wass MINIMUM yddad 2*jftd PWAMMMl Ao11a1ad add■ tom version mmmagmm[ rama E1gwELEJrloema validatd0, Yeld11d aNkmod FIICAmaeMl Aoorwd Aida Revision 2017 Ckbpsy Building Products Company Mork Wastsrllek IMFMk Testing Services NA, Gary PknhW 11282017 08/10/2017 12105,2017 Approved Revision 2017 CURRIES Division ofAADG, Inc Dadic Dew UL LLC Ted Boman, PE I11302017 10AAM17 1205/2017 Approved Revision 2017 MI Windc+n and Dope Brent SMkper American Architectural Sawn M. Urich, PE 12292017 12/132017 validated Category: Exterior Dope Subcategory: Sectional Exterior Loa Assemblies (513) 7705082 Inc. (513) 5194588 mwsFtedMk@cbWy.com Cstsgay: Exterior Door BubCategay: Extorter Door Components (841) 491-2844 (305) 888-4707 dave.dedk®asaaebby.Oo Cstsgpy: WNntloaN Subcategory: Skpb Hung Q17) 385-3300 Manufacturers Association (717) 317-8454 .Dorn ComgAh a alathodi Certification Mork or Listing PddMIMMEe,Endmok Compliance Method: Certification Mark or LWng FLin1es7417 Products in CompBeres Method: Certification Mark or Lisp 9CI42§MPtodMl La! 9ssssLAssuMoss Approved for A,,,,,dfor Use CmmMP.antowaaM Ia1BBR Ouladdis HVHZ dMss41 22MM BssMMnt Pressure, Lai Product Model. Number or Name ausft Assurvence Approved for Use Amrmld for Use Product Doserindon GoobfiLinklawam In HVHZ 2u1WLUM IMoa6 Rein I11aIWnt PIssWrs Lai flmssLAalmoss A-evdNctMe Approved for B mo do220kldzuklommk InHVNZ IDatlfe.laadi lssskT aa1■ Asubad PJ>WIM 102 102 WS-16 PAN-2F163: 73, 75, 84A, 94. 42, 48, 428, 488, Steel Pan (min. 25 go.) Doubo-Car (97 to18'7 05,21=8 No Yes No +37 PSF/-41 1 W7, 707. 727, 747, and $47 Single and Pals of Dom Flush, Glazed, and Louvered ahgda end pain of 12/312025 Yes Yes Yes WA 2 185 SH Must Fk+'Wnge Frame IGfSG Single Hung 101092018 No Yes No +80150 4RST, SRST, Goss, GRSS, ARSS, EDSS wk l) WINDCODE8P774; VA Garage Door PSF hallow rmm*W daps. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dotall P.ge 1 cr1 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop i a+ M52018 Florida Department of Business & Professional Regulation p ga 1 f 1 Building Codes and Standards 1nrmle Product Approval Application Detail FLaleses4u Sade Botha or sal 21M Dole Parana 21M FL#IS US.M Slide Elafesr 20t gat OiaPondmm 21M FLO2434MO 221ft EW&or 2ma ante Deb Pending ace lox Wash. Ilmlhfdnc radial EmweLLU ma valld.ade, yalidosd Awmld FBCA--al Aooraled flits lose Version madididhnc 29am Zoebu kLmma midi odsh yamold afmNd PBCA■rmrll Judwand AMR loss version msssulMhm[ Cash& EOMmciUMM valkratedair ywid" allbMW FWA■®Ml Aoolamd alma Revision 2017 MI Window and Doors Bm1t SBa ger American Architectural Sawn M. Urich, PE 0110=18 01/03=18 Validated Review 2017 MI WNnth ws and Dogs Brant $Ungar Merlon Architectural Stowe M. Ipich, PE 12/312017 1213IM017 0110MIS Approved Revision 2017 PGT Must" Dean Rook Mbmi-Dods SCCO - CER MWr&Dade BCCO- VAL 12rAV=17 12MM17 1225/2017 Approved Category: Window (717) 365-M Manufacturers Association (717) 317-8454 Category: Windows (717) 385�M Mnufact unn Association (717) 317-8454 Calegay: Windows (941) 4860100 (706) 315-2590 Subcategory: Horizontal Soar b.Megsrilmtwd.can Bobcats": Fixed bsUnger@mMM.cpn >iosCaiegouY: Feed dngrlrilipgtln0uwhbs.egn Complarce Method: GN6cetian Malt or listing FLAISM412iProduck, Compliance Method: CedMntln Mork or Usft FLIJ 5349M Products, Campgarun Mogtod: Cortnr48n Mark or Lislbg FLA241411210Pruadtl . alai Product Model. Member Wme Quotas Assurawas AMuevedtuUse Amlmfdfor Use PmMMtJllednttn 92okuLcubugomb In HVHZ lbtside HVHZ limped Ltln assltltnt PLssYR AMA Product Model. likeriber or Name otNlAUMfss AMUIId.I&Use Approved for Pladuct Dasatiodm 2019ULCUkANOL21b 1. HVHZ 2MNWLHM Jmm i Do" BsslWat ElsssaM IKI Product Model. Member 0 Name Qu&M Assurance AgMoved jor Use Managed for IMssM glean produa Description In HVW Outside HVHZ BssMoM Eressare 1 HS 188 Fin and Fangs Frames 73,112 kiwMad Glass 02116=19 No Yes No +M55 1 185 PIN 73 x 721nsulatsd (less 011092016 No Yes No +80150 9 PW5520 (Lags MIMM bllpsd) Vinyl Fraud Widow Oer302020 Yea Yes Yu WA N C- Cn (� > ♦� U L C Q i 0 0 L CU C C ICU 0 _O U- .(n Cn to Q0 � O L 0- `n vI C/) (3) C) ca'a"a ■ as C/) O W ..C- ICU (D L CU 0- 6--0 C/) L) -4--1 < C/) V m W Q z Z Q J SHEET NO. PA 1.1 "53U i Crde IYat VwMa YmBdohm Revision 2017 MI NMdow and Door Category: WAKlows 5uisceam y: Muaces Co•pli••a Wand: Evaluation Report from a Florida RegYMed Anchises or a Wormad Florida ProNesimN Enpluaa FM&3534tt Product, a ae Proximal: Iftest. Number or Name 2 5764 "53524n ode ]Yee V-19n Mamma Revision 2017 Ml lhkat—.W Dona Category: lMndows subCatepay: Mullions CosgAace Meded: Evanalion PAW from o Florida Registered AmJ$el or a L.kenaad Florida Proboobnal Engkuer MBIA353mM Produces assl Product Model. Member or Nor 2 6764 Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detag Page l or+ 115=18 Florida Departryierit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pag.ldl II 1/5lm18 PLe2es.N11 Eddbr Ra go gntePlndMa go Sddk En■Lar 201 Cats Date Perogno gal cmtoct Emtoss[i Yss■! ltoldntd ml YlmMld AVbMlld FBCAm®ul Approved shunt Ina vote mmwmum gaoled Ereasxl Lime Velkabd air YWdeld aflh M FBC ALMrmul Aaafa2ed Alase Bind Steger Luis R Lomas, PE Steven M. Uri* PE 10232017 1011 W017 10252017 121IZ2017 Approved Revision 2017 POT Industries Dean Ruadu Mlam4Dade BCCO- CER MlomWUft BCCO - VAL 1ZTM17 111152017 12A W2017 Approved (717) 365-3300 PE-02614 (717) 3173154 bsk*oorAm kvd.car Category:ery: Move (rt) 488-0100 (788) 31590 25 eubCabgory: Masons droadkilpptlnduebba.com Compllonce I- N , : CeN6n0ai Mark or Listing Fl■a1Rf1 Produtla QuelfivAiminamco, Approved for U" Asmmwed M Use lobed Deafen 91M■tAssareoss AMEMtMll9rlMe Amrs>rmMtLMe ILMm AMR IWO� RmYtors Pressure Ial1IR2 Registers pf"wQ 1 Mullions forAll Doom and VWrWow/JN2 Prothoots Aluminum Mullions OS021 Yee Yes Yee WA Wrticol AluMdhm Mullion 121312018 No Yea Yea uIA Florida Department of Business & Professional Regulation Page 1 a l Building Codes and Standards 1IL2018 Product Approval Application Detail grow >< 211t ILM Data Pe ®na 20 C,momt ZoWmKaAJssoss yellowed IN Yddmd auhemd ®9Amrenl Aalcand Am& &ant S91Ngar Luis R Lomas, PE Sloven M. Mich, PE 102=117 ta182017 10026=17 12/122017 Approved (717) 355.3300 PE-42514 (717) 3174KH wMkgerpndwd.com 9iMMLAMNMIIrd AmfsdforU" Assirwydfor Use IMRO CsstoO Product Drwkdm Conhest Etokrlon Dab In 9Wdds Resistant pos!!M1 VertlalAlundram Musson 12/31/2018 No Yes Yes WA Florida Department of Business & Professional Regulation Blinding Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Peg. l d l Building Codes and Standards 1/mlois Product Approval Application Detail FLSM1.R11 C20 21k 2Ml Dots pans" 2da Ins Verson mandamm[ Costae validated! a. YtldMd lvbmmd @CA.rre Aga[smd AMR Revision 2017 PGT Industries Dean Ruark MIamFDede BCCO-CER Mlam4Dede BCCO-VAL 12106=17 11/1512017 12109=17 Approved Category: 4Nndows (941)481i-0100 (785)315.2590 $UbCaegay: Muacea dmork".dustbs.00m Compftme Method: Codification Mork or Luting F11361.R11 Produce Quaft Assurance Ameroved for Uaa Aogroved for Use anmct dgJag AMA Product Mehl. Number or Norm Product floserloson In HM Oublift HVHZ Resistors Pressure 1 Mullions for All Dwra and ylAndows AlurnInum Mullions 05262021 Yes Yes Yes WA Florida Departinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Prptal 1/s/m1e P1f]i1P3�4 226 Edlgi Illift 21e Dab Pending 29k lYae YMllon MNIY&g= Contact EBaIsseA.Ul validated by yAwdm lidiallyd PQCAaars)MI Aga®rd AMR Review 2017 James Hardie Building Products, Inc. P ngshmg Zhu Ronald I. olives John S0uthard, RE 0625/2017 06O9/2017 0812&2017 W1102017 Approved Cabo": Panel Waft (909) 349.2927 PE•24121 (352) 387-2528 subColagory: Swing ping zhutidameshor Cwnph r m MMletl: Evaluation Report tom a dla.00m Florida Registered Architect or a Liamsed Flokle Professional Englnaer FL01319240 Products ty.Number wNames Am[oedluUM Awn,d,MLltoe IM■e 22Ma Lad Product Mal S Mg1IMlt1llOtt9 Saidid rs Ensnare 1 Complan k Lop Sidin fitter -cement lip swig 12MIM ZO Yes Yes WA WA Florida Department of Business & Professional Regulation Pag. l d 1 Building Codes and Standards 11=16 Product Approval Application Detail FLe131e240 C90 Enlalsr 210 201 Data Pamwim Rim Arne Moreton offarrssalrer ce9olsst P.odsseiLssme v.ae.baev YWtlMd aNknm FBQAawaval A.r vd Sao Revision 2017 James Hardie Building ProduW, Ina. PingMeng Zhu Ronald I.Ogwa John Southard, P.E. 081262017 08MM17 08282017 101100211,17 Approved Category: Panel Waft (909) 349.2927 PE-24121 (352) 367-2526 SubCabegwy: Siding pkgManlizhutiOne hor ComplYnce M.N d: Evol abon Report from a dis.sem Roma Registered An3uftd or a Uow*W Florldo Prolpabnal Engineer FL1131g3JIa Products 9WkAssgre Aomoved for Use A.Lsldto[Itoe Immm Doable age Product Model, Number or Man* Prod ct Ooerlatlen Cabest fxioYallon Dab Ion outside Rniobm Prssssre 1 CompteNr lap Siding Mr -cement lap aiding 121312020 Yes Yes WA WA Florida Departrent of Business & Professional Regulation Page 1 dl Florida DepaMtent of Business &Professional Regulation py.1 a 1 Building Codes and Standards Ir mle Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail E111527742 Sim! Enft 201 go DeA POWIDO Pant PiM0124 Rd SdBk ErAby or go 21K Ddb paimim PBM LM veto tYBuledm Contact Erlak [a Lla■e Yale( Ylwetd ag4MEld FICAm xwel Approved Ewa LM Ylolm manubc glL 99llsst EOab 1 a Li9 Vaudobd By Vallo d SLOMR*d FOC A■ranl Asareyd Dim Review 2017 Aiekte Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. Kin, P.E. 101042017 10103=17 10/112017 1211Z2017 Approved Revision 2017 GAF Michael Sesh Robert Nbmluen John W. Knezwid4 PE 091272017 0B202017 06262017 12`1212017 Approved Category: Panel Waft SubCatetegory: Sorb (330) 922-2389 PE43409 (013) 707-65M nManpeontiaiekle.com Category: Roofing SubCategory: Asphalt Shingles ($W) 7"11 PE4f91S8 (954) 772.6224 mWekQpd can Compftna MWod: Evaluation Report from a Cornpftna Method: Evaluation Report from ■ Florida Registered Amhbot ore Licensed Florida Florida Registered Architector ■ Licensed Florida Professional Engimor Professional EngineerCowley Au— B lw Product Model. Number Ron Product QflfdMl49 n Deft � CaMids HV B @Theis Pressure ally Produce all Number or Now PJ➢.ML inuYlY Cam Itoll.nt PIO M FO 2 b. &luotAlbna T4dquot Soot Vent or Sold Vinyl Soat 121312020 No Yes No WA 1 GAF Aaphafi Roof Shingles Fbarglass reinforced, WNnWAd, Slob and 10202018 No Yes WA WA hVrWp asphalt hkhgtea� Florida Departnxrit of Business & Professional Regulation Pa. i a 1 Budding Codes and Standards 1/N2a18 Product Approval Application Detail Florida Dspa Building g Codes end Standardsnal Regulation Product Approval Application Detail P.ge I or i iffial8 "61111"112 Sdek Enter or 20 21h D@bP9dlm 20 FLe1as184U tide EgllBlst 20a Ida Dab Fontana got Ire riadd Itood kvW m Coded AndooLLLssme momidu ml Idd d AWMNd }1s9Am®MI Amono d lum LM YMNgn jillaidadigo Cooled E-b—A LJ— valkidw By iwwod aWdad PECAmroval Approved alaaa Revaim 2017 LV. Thompson, Inc dba Thompson Arched ral Tony ChrYkmn Zachary R. Prod Looks Bowden 10110FA17 10/102017 1011172017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dbe Thompson Archftdural Tony Christman Zachary R. Proud Lode Bowden 10,102017 IOMO/2017 10/172017 12/122017 Approved Metals Company (TAMCO) (813) 24834% PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 2483458 PE-74021 (334) 300-1800 Comm: Roofin ply0gpmWf00Ng.dtln Category: Roofingteriy®gomelatoollnp.am SubCateamr. Rw& Acoossorbs tied are an BubCetspay: Roofing Akxesasrbs that are an Integral -Eaa � Integral Pad oftheRoofing System 0,p-�- :vd�a Compltenm Metdiod: Evaluation Report Bona a Fkeds Registered Ardad a a licensed Florida Florkla Registered Arhbot oa Llanesd Florida da PobuWW Engineer ProfessionallEngemor Las gmWkAMareOH Ammldfor Lae Am —d for U, Ord lLaMa EM&OLOODdeft 1. HIM outside HVNZ ltoslatssl Pmesm aaaa 9uaft.Assureoss Ptnmd 9mtoMdElmirelloa.gle Anomwed for LIM Asom dforUse W219 D"Im, IalABli 2 aumm Pressure 1 TAMOO Flat Top 054Bdge Vent with Bafite for Taa 26 go. WSe roof vw ditx with batft O1111m2026 Yes Yes WA WA 2 TAM00 Gooseneck Vent 26 go. OOM026 No Yes WA 1a-52.5 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs i of 1 11 il6/mis FLM3182-M Same Entitle or no 20 DA&PUN&W 20 mm Yed9n magwafil z Coated EmtossrAJJssoss Validated! IN YWdntd mfa loitod FOGA■md Age9ftd Am& Reviebn 2017 Janes Hardie Building Products, no Pieg•h•ng Zhu Ronald I.Opnva John Southard, P.E. OWAW17 O111110a/2017 06282017 10/10=17 Approved Caapory: Panel Waft (909) 349-2927 PE-24121 (352) 3674.528 aukCalegory: Siding phoshengahu®)armahor CompBaip Method: Evskatbn Report from a dle.can Florida Registered Architect or a Licensed Florida Professional Engineer F1113192JM Produela OusMIAssureoss Aala®wlfaLag Approved teUse lmum 21" Eggs Product Mehl. NUMarw Reim SBMMMEWratioI,Deb IB.R)dP outside HVIHIZ Resistant Ptsslrae 2 HardisPlonk Lap Siding leer-omem lap siding 12031=0 Yes Yes WA WA Florida Depertinsnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa 1 a 1 11 VS/m/8 FLM3192dla cam 20 go Does Pending 20 BM Y9otoa tYsylagi re[ Egntou[aLraass v.abrd& ltolMMd ankmom FOCAsomwel AaaalYd AMR Review 2017 Jams Hardie Building Products, no Pbpalarg Zhu Ronald I.Ogawa John Southard, P.E. 08262017 080=2017 Og281J017 101102017 Approved Category: Panel Waft (909) 349.2927 PE-24121 (352) 357-2526 Subcategory: Siding pingelardp.rhutidam ealuar Company— Method: Evakradon Report hams di — Florida Registered Amhftd or a Lloonsed Florida Professional Engross FL1131024t6Pmdurts A9croved for Use Amwo d.for LIM IMRId )Lad. S.ne Product Model. Number or Product Descrarfah Contrast ExpksUm slate In X11 !$ Quality, NWQ Prwun 2 HardePank Lap Siding 6baeonam lap siding 12r312020 Yes Yes WA WA Florida Departinent of Business & Professional Regulation P.a./ or / Building Codes and Standards 115=18 Product Approval Application Detail Florida Department of Business & Professional Regulation page 1 d l Building Codes and Standards V5/mta Product Approval Application Detail FLSIUI0 R2 Cede Erslacg !LL Ida Dow Perham Ids Ire Y1nMn ENIU MWnr cooked gowmKALMM YMWMd1Bl ymod d aaamltld tOICAmreral Amomd Al" Revision 2017 L.V. Thompson, Inc. dim Thompson Mbasdural Tony Cihnsben Zachary R. Priest Loks Borden 10110I2017 10/182017 10(172017 121122017 Approved Metals Company (TAMCO) (813) 24534W PE-74021 (334) 300-ISM Category: Roofing tony(Egomaakoo8rg.com Subcategory: Roofing Aocessmbs that am an Integral Pad of due Rooft System Corrplfema, Meted: Evaluation Report from a Florid■Rogishwed Arolbct o a Licensed Florklm ProMsional Engineer Q,,ftAssunoss Am[.tdfor lUse Aaarordtal)- lm2ed 1LMm Lea S EMao IliFAdli 2WWdLt= Sydow Pressl■ 4 TAMCO Round Top Off -Ridge Vent with Bailie for Tie 26 ga. daft roof ventilator with befila 0910gr2 8 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Page / a l 1/anols Florida Departinerit of Business & Professional Regulation Building Codes and Standards pap 1 a 1 115=18 Florida DepaMient of Business & Professional Regulation Building Codes and Standards P.ge+ d 1 Irl ais Florida Department of Business & Professional Regulation Building Codes and Standards Pap 1 a I 1/S.m+s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval! Application Detail 13MSIM1 Srde Mao Y1Wm mayisdaa Endw or 2IN 20 Date Penrrm Contact Eminell MM VaYd W By Yaldrad Amboad FOCAMrarY 201 Amw ..d Rim Bt17=43 Cie LM Ymoa yeadisdany EntM w 20t gig Date Pampa canted EmtoMt:J )(alWatodffi Yatl9Md af.omm PE9Amroval 21M Amwovad am& nATIM1141"1 rdo Ism Ywtoa maildhogly l:nnt■ « 2d Rot 2Mlltidim Coregt EsglnMALA.— kdwdm lie YWtlMd aaamlid EWL6221nd 21M A-mvd DIM P3a94kS1.1 Cda l)fae YMilm MMIdiaggli Pdmcst Rea! tat Dab P9nMm Conduct EBaf■e3lkaoss V■udat.d &r Yaldmfid E&MUd FICA —sill 2Ma Alienated atogM Revision 2017 Florida Metal Products Ina Category: Rooeg y:Roofing Accessories gust re an SluesrrhgCr•elt•Pgu•rt of8a Rooft System n' Paanma Metlpd: Evaluation Report from a Florida Registered Am hbd or ■ Llom.od FNrld■ Clark Jos James L Budal P.E.® Michael John Rio r, 10252017 iOI0Nm17 10272017 (904) 783-84M CBUCK Engineering P.E. irk�ftnce.com PE•31242 (561)414-7557 12/122017 Approved ma Revision 2017 Loco, Ix Category: Roofing(501) SubC.bpary: Roofing Accessories that are an Iatefpal Pad of the Roofing System Compl orem Method: Evaluation Report from ■ Florida or a Licensed Florida Andrew Car James L Buckner, P.E. Steven M. Union, PE 12/182017 rem 982-0511 PE31242 (77317.8154 Re -Apply Review 2017 scrollRooling / Wnbd.aedle b Rooting SubCategay: Roofing TIN CompNrree Wand: Eval atbn Report hom a Product Evaluation Entity Thomas Jamam6 BW IAPUniform Evaluation Gary W. Wael 11)(1812017 101062017 (802) 282288 SeMdea LLC. 2086018 m 1a212017 Approved Revision 2017 Sorel Roofing I WnfaLastlle Roofing aubC■tepay: Roofing mlaa ConpYrka sleeved: Evaluation Report from a Produce EvBIU&Wn Entity Thomas Jammed IAPMO Unitrm Evaluation Gary W. Walker 101182017 10/082017 ry o. mme.Jemaa®oauw irk 10021/2017 Approved Professional Engineer Professional Engineeremhibd PLg/8494t11 Product, FLO76194t11 Produces 9mYMAssilntae AmrsyffiM7ltoa Approved for Stot lmgsst Ctll■ AMursYdfor thin tMmnt Rion ale.! Product Modr.NknberwNor p kalif i Rim Pressure La.l Product Model. Number w Nam Pm.M[. IBlP!!li S 1)!!� Prsee■ Lea 91MYto.Atlareard AlMmrd.forUse A P dntMa ComrdEtodo11m,1LM InNv%Z Mlmrd lLalm Sydow Poulin erg& Pry. 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B00 Waiau Pm9b • f)arvkar tOp112018 No Yes WA WA 28 We OW Medium Pmolft - Lola Wain, FL 10v04/t018 No Yes WA WA 3 3 - FLAMCO AWOLRV 10 Ridge Vant&goot Alumkan Ridge Vane for pkohed mots fabricated 12131/2020 No Yes from 0.02WAkanMm No WA 1 Dock-M- DAB Low PmBb, polypropylene Phoodo, Roof Vent 07/102019 No Yes Medudaay Atlatlad to Pt Deck No •97.5/-97.5 Search CF#hd, Florida Deparanent of Business & Professional Regulation Building Codes and Standards Pop l or 1 'Ir"le Florida Department of Business & Professional Regulation Building Codes and Standards pope / of 1 s2a+a Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 a 1 1/62a18 Florida Department of Business & Professional Regulation Building Codes and Standards Page+ a l 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail em4MI 296 Ent or Cant met Dreams 21M 6tZ■161t Cade EdiaL9t )Lis 21111 DOW Pending 21b )3i711141i 996 EB1MLa )Lis 2MI ILMEdram 21h I1ffRW94til ode EmlSor JIM gee DeftPU.m 291 LM Yldm atomlMe■r Contact EmIsseAJ VWddda2 Yalt d aWMaod PBCAmrmMl Approved at" mm version lleadeaee Comma Emtoae►LMDss Validated So Va.YMd lubm d PR9Amrovel Aoomld aslant brae Version ItoIMINA a contwt Embosser &LlaDss ismilmm Yellow aural" FOCAmngst! Amid it" Version mold diffix Contact it imoilhfml Y91Med AW M FOCAmmrY Ammlyd alaaM Review 2017 Sorts Rosati I MonWLSMft Comm; Rowe SubCaYgay: Roofing Teas CaNipaaha Method: Evekalbn Report Iran a Complains,* EvesYftn d: Eva— Productdly asU94"1tre Thomas Jo m a IAPMO Uniform EvahaYon (W2) 202288 Sor*n LLC. BionriesdemnmeaDDorel.ce m Gary W. Walker 10I1=1117 100MI7 (205) 854-0180 10212017 Approved Revision 2017 Boml Roofing I MwWd A&* Rooting eabc.rgory: Roofing Tiles Subcategory: CompliProducance : Evaluation Report from ■ luation Endly FLelas9R11 Protluets Thomas JammmB IAPM0 Uniform Evaluation Gary W. Walker 101182017 10A6/P017 (802) 289-2288 Services I.I.C. (205) 8540160 thomas.Jerrhmell®Ooal.a m 1021/2017 Approved Revision 2017 Leal Roofing / Menb&Noft Category;dog Roofing Frocd Evaluation �mae Canparww MMlhod: Evaluation Report from a FLe7994t11 Products Thomas Jamanak IAPMO Uniform Evaluation Gary W. yy&kw 10/10=17 101062017 thorn 289-2288 Sarvloas LLC. (205) 854-0180 thomeslemnal@borel.00 m 1021/2017 Approved Revision 2017 Bore] Rodin / MONanJfsas C•teg•rY: Roofing eubCabgay: Roofing Tees Compliance Method: Evakatla Report a Product Ece Meth d: Evaluation Fli/aa9R11 P odmts Thomas Jornwtt IAPMO Uniform Evskuftn (802) 289-2288 rvbas LLC. themeslo.miefi�boratce In Gary W. Walker 10I182017 101062017 1021=7 Approved 854-0180 AKI Product Description am■L62 srsme Aantmld.for Lift Asemtdfor Css QRNMdzmdooRL2111 IRKM oubbe.IlYtii imam 219M pis ktm6 Possi■ L9a ProduatMotel.MunharorNama aIMIMAmursm! Approved for Use Am oved for Use ProductDescription Conhad Exchradon Dab Inlmli outside lJi IMled 21WO Resistant Prsssfn Ala Product Model. NumheraName amil LAtlYMOm Aop wed for LIM AmfmdMcYss .Dab InHVHZ Otftd<IlYlli IM219 21" BRNO Prslmm ama Product ModsLNuvbrwName Proikul Doocriation%maedEl gUilkArunme Approved for Use Amwovad.for Use lmmct 20M it, outside HVINZ Rndors PJassars 1s Sammy 900 Fat ProNe - RWb, CA 10/042018 No Yes WA WA 17 Saxony OW- Couapy Sate, Hartford Bab, Shake, Slob, Fla PraAs - Sroddon, CA 10G 2018 No Yes WA WA 18 Saxorry OW - Country Sole, Shake &anp; Slab Flat Profile - Henderson, NV 10/04=18 No Yes WA WA 19 Saxony 900 - Canty Sea, Shake, Sorb tamp; Split Fiat Profile -Wee Webs. FL 10l"MI8 No Yes WA WA Spa Old English Thabh Shake AMfgaQNO N N Cn L CU ' = O O .N O —0 O E O .� O p w 'C^U VJ > Q Q E z z W J O CU ICU W O � L CL CIO CL —a U) O V °- V `U M W W a Z Z Q J SHEET NO. PA 1.2 N Cn > C U N O N = C (a � f� U CU O 0 O LL ICU Q `*� %H CU ' ^ O V' � L � ^ 0 �e U) �`U ��1 � CU L0 Florida Departmsrd of Business &Professional Regulation Pape, a, Building Codes and Standards 1 adonis Product Approval Application Detail Florida Department Of Business & Professional Regulation P.9e 1 a, Building Codes and Standards 1/rrm18 Product Approval Application Detail Florida Department of Business & Prolessional Regulation P.ae l a t Building Codes and Standards IF-Wla Product Approval Application Detail Florida Department of Business & Professional Regulation Pa f., a, Building Codes and Standards 1AYrm/s Product Approval Application DWII FLEM424"1 Safe Bats, or no mat DODPandim 21e lase Version maglkram Smslsrd Eo9loarALerawe Yagtlflaa®t )mid" IIWmCId FWADOMVII Aaowa&d Rlbhee RevialoR 2017 Baal Roohp / Mw"dAMe ThonNs JermrN IAPMO Utlyorrn Evaluation Gary W. Weldor 1O11VA17 10AOB2017 10212017 Approved Cd"W. Roolln f (WZ) 289-2288 Services I.I.C. (206) 851-0tB0 Rooeg T1w tlarrr.lerra^ee aLco CaapBrroe Iletlhad: EvaYMtlm Reort bore • m Prods! Cwaluwm EMq 881"11.F� 13g1587464 226 ErdkLar oval 21& DaMJbntllBg Rite I= Ywka mmimbibum SaotaO CordmLA.Llaod yagd1lum Yell0ild EWmrsd ECR.Agwaval Ago®ud AN" RwWm 2017 Global Proectbp Products, LLC. Tim RobYton VVMW & TM Jr„ P.E. John W. KMzovkh, PE OOMM17 OBl312017 OW112017 12/122017 Approved Criyay: Sy: Stre (g5q BB0.7618 PE-M787 (9S4) 7728221 Campli ice l Storm Panels Itrn.robYW�part.com CampYm AIsNtl: Evaluation Raped Ban • Florida Registered ArMllea or • Lkeneed FbMe Praesslonal Engkiser pi/]N74$¢ &M EOYhlcob DOD Rik coDODPoOdbd 201 MUM version )IIgalsom Corded goomu LLIMM imigmEm ydwdld ElimtiM iJlfr.ENKM A99roveG AMR PAVM*n 2017 OMM Protection Products, LLC. Tim Robao on WabrA. Tint Jr., P.E. JOM W. K4mWvkti, PE OWO&2017 ON312017 09/112017 12(122017 Approved Category: Shutters (954) 8�7515 PCJ4187 (9S4)772$211 Subcategory! Stone Panda tlmroDYnem®ppperct.00m CoetpiaMe Wlhad: Ewluatbn Report frcrrh a Florida Reg"red Amheect or a Licenesd Florida Praesalonel ErgtrMer B#178041 Sank lntklar 21b QMe DAM PMWIM 2111a mm Version Ikgligai [ Saes EsakutLUk ymoddulSt YANdod AWM&d FSCAramrY hmmm all" Revision 2017 AN American Shubm and GWt MM Bmrbteri Fmk L Bwvwft, RE Troy Bishop, P.E. 10202017 Revlppy Cabpay: 9lwaare (581) 7124)882 pC--0018549 (9S4) 94T-0880 BubCatepay: Starth Paneb netts CampYanM Method: Evaluation Report from • re.rxan Florida Registered Architect we Uanetl Fbr42 Probaabnal Engkheer Ilso! 20 Saxary OW- Shales &amp: SYte C cob Fiat Prods - Lathrop, CA 1064,2018 A�.kt1k! Approved for Ilg 1nMMi mtltldtlll2li No Ya IMRO WA � Pressure WA iMo1 Product Mode. Nunher er mores lbWmLAWOOm ClmhsctCEal�kB.�e Agm�talke Alarmed for lkn la.tlYtiL .IlVtii IMRIO lift Promise 6iMS076 tgPmducb Ilia! prodclModel, Number orNahes 9W.LAmlrsoef p 829e9 Ap�tltglUse Anorove0.m[JYs IallYtii � IM09 ) 20M P� FL#1L69.RlProducls AntPBfI Prodintalodid.lilumboorwitionorE@dllfd 91dkLAMMM Cs�rdCegl�aRak AoerwvtlfnlYa AnormedforIN& lallYtlL IM9ad 1baYlant 21WM Pressure, H •� 1 20 Gage Gahenbed Steel Slam PaneWWHZ Corrugated Galvanized Steel Storm Parole retained 120312019 or not by backs to provide hurtkane pratactbrh. Yes Yes Yes WA 2 24 Gags Galvo Wd Stool Storm Psris VHZ Corrugated Galvanized Steel Slam Panels rMaYed 12/312019 W not by backs to provide hu borne prderJbn. No Yss Ya WA 1 2Zga f amp; 24ga Galvanized Stets Storm Penis 2Z ut &amp; 2e9s Galvanized Steel Suomi PaMY 12/312018 No Yes Yss WA frursk9ida CaarshSlddda Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards n2o1e Florida Departrtnent of Business & Professional Regulation Page 1 a l Building Codes and Standards ipwis Florida Department of Business & Professional Regulation page, a, Building Codes and Standards 14=18 Florida Department of Business & Professional Regulation Building Codes and Standards 1 emus Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cs>fa21M2IN mm momm Rariakhm 2017 9l19N4UF.Mi.bFLOI"54tl Nkud&= rTW Buldrig ComeoMnY Group Ina Cetegary: Bhrrmrral Components MOCate9ory: Truss Fee" Coepas— Mot hod: Evaluation Report from. Product EvWMbn EMily Contact CogloaedLYproat YaYdYdffi ShAd Loods ICC Evaluation Servlw, LLC William M. Remark PE (847) 9188473 (407) 681-1917 MwrYQalpkNNw.can DabIsomilmEolkr YaldeMf AWDW FECAglumul O01792017 09A72017 A9prmMf OB212017 AM Approved F3i]991�m MUM vaukn Revialm 2017 ligldadllM ITW Building CompoMMe Group bhp Category: Structural Component subcategory: Truss PY1w ComMethod: plit— Meod: EvaluationReport from. EvaluationProduct En* or Rardad Egdoee[illcomet Yagtlidl8t Stuart lAwte ICC Evaluation Service, LLC W11am M. Rwlsit PE (847) 918-6473 (407) 681-1917 MawY@a41^aNw.can oval oval Dab Yalldbd MOW FIC An —al OWI 2017 09g72017 291 A-lond 09212017 CWW Approved FLl11294t6 Sale mm Version RevWco 2017 lbrdtla9hapr r!W Bunting Conponor t Group In. Y Structural Canporwnte subcategory: Ca 01— MethvalE uompffince cd: r on Report from a Product Evaluation Entlb/ Entice or forded 1nd0aetaLlanM YdIC0Ydl8t Stuart Lewis ICC Evaluation Service, LLC Wham M. Ranked, PE (847) 918-6473 (407) 681-1017 alewie@ek+laeaw.a.n Rork Qak 29bJPendiror YaYfid lwmdwd EIGAMMM 091122017 091072D17 cob A9omYW 09212017 itch. Approved FL#198§ 9! 920 lone Vwdm Revision 2017 WBId•9ngo[ rTW BW" Comporienle Group tea caMr Category: Structural Co polte Truss; Psoles Meead: Evaluation Report from a Product Evolualbn Eetly, Edb, or Yalldlbm Stuart Lewte ICC EvaMglbn Swim, LLC W Wm M. Radvl, PE (847) 9184 473 (407) 681-1917 elewtersa .coon 21b dick Dab Pondl9a Yal0elad Eusmtl FWAoarslul 09I192017 09V072017 21M A-10M 09212017 )albs Approved !C..bd I7W BCGIApYre Hiprr Strength (H &amp: S) MefY Connector PYY /2912022 Oub" HM Yes Yes Reassess WA posies WA Produces ikait 2 Pro uctM Product Yonel.NunhrorMero.Product rrWAokw Hinge Piste lbWmGA--- Desoododarri1 i Metal CmMCW PWW 121312022 Approved for &9gMydbtlM! In HVHZ Yea Ya blod � WA 200 FiWltt WA AMA 3 Produrel Modal. Nreshw ar N.m. rTW BCCilA0W Tdox mprkL&tllaa09a F cestrad Egg�2� Math Connector PYY 12/312022 Anomiffid forUse A,,r,,,dfor It" b.l&ltii m Yes Yet lmma R� WA 21WM PJ� WA Bi1l.�lC�MM ti�sA 4 17W BC6IApne dew 91MII�ABpra0fd P Co�rdCiltlolknmb Mew Connector Piste 1213141OU AgOB1Y��IW Aocravtlfarlfes IMIAM mgude!&mi Yet Yes Irsgact End WA 2LIaD PllWa! WA 1Wvdfiieda Haamhglhda Florida Department of Business & Professional Regulation Pape t a t Building Codes and Standards 1/52016 Florida Department of Business & Professional Regulation Papa 1 a 1 Building Codes and Standards rs2ws Plaids Department Of Business &Professional Regulation Papa t a I Building Codes and Standards 115=18 Florida Department Of BU81r1e88 & Professional Regulation Pw. + a 1 Building Codes and Standards 1/52018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLMW4U 296 Ysoka lrantdFhl ars[ anft or Contact EOgbtlLaLia riYtlMdlSt 21M cob Data PWWba xa IMhmhktl lIrBQA aol Rife Approved Rabe FLMW4M Sddt lYaa Version 1bmlh9um &mkl9r Contact Eo�a1.1— ydwdl lM mM cob Do YlrM d EWmhld FOCApprsnl 291 AooMMd HiWM FLam074t$ isle Lm Version YeaggligMr la.hL;: � Eaaker3lkane Mdkidml8/. 291a cob Rabb YANdald lwmYld FBC.AgooYN mM Approved Iwo lvsaa74M Safe Iraa V.W- Wsuk9hau ErMte or Contact Em1os� ,aLle wllered m Pordi Rim lill292 lCb t Ya 21M Ao AMR RwWm 2017 MRek IrWus1dw, etc. Cabpar: shookoW Compahetts BWrC 1 p 1:1 : Ter Plain CoaiPaarNs Illerod: Evalation Report from a Product Evokes n Erdlb/ DNla Wert ICC Evsk"M Service, LLC ICC Evaluation SwAm, (314)851-7480 LLC. duarlgirr it com (205) 599A800 10119=17 10/19M17 f 0222017 Approved Revtebn 2017 Furn416 Prtluete MITek IndustrW, Inc. Category: SWaural Components sedCW9arY: Ter PYtee CampNetnos MWwr: Evaluation Repel from ■ Product EwkWbn Entity David Wert ICC Evaluation Service, LLC ICC EwMMtion Service, (314) 851-7480 LLC. dwer0mY.avn ( ) 5949800 1 W1a2017 10/192017 10,722017 Approved Rwtebn 2017 lac. MRek ry: Structural Category: SbuduW Components Compaura Method: Evaluation Report from a Subcategory: TruswI Flats. Product EvaWMbn Entlly, David 61- ICC EvakteWn Service, LLC ICC Evaltetlon Service, (314) 851-7480 LLC. ftwitimlicom (205) 599-0800 10/192017 1011a2017 10222017 Approved Rwiaiorh 2017 MRek y. Struc Inc. Cete9prY- Sbrrcohral Components Subcategory: Truss Plakes Coidpasn a Nadi EvabMbn Report from • Product Evaluation Emily Devb Wert ICC EvMuMbrn Service, LLC ICC EvaluMbn SeMce, (311) 851-7480 - dwertQnhY.00m (205) 699-9Bg0 1OI1n017 1 W792017 102Yl017 Approved lag 1 proar316daL Muddler or Harr M18SHS mall P RoahMENOWSHOOdab 18 ga. vow high e1mpM buss connector pate 01A7 r2w Agpr��Ik{ IafiYtli MWd0a HVKZ Yes Yes IMR d !1!gisters WA QLdm Ptilem WA nor 2 Product Model, Number orwr Mil 16 Sa Eadm�Dab 18 ga. buss connector pate 01101IM23 Aaorovtl far Iles &ogmlmbcllg In OUW& Yes Yet loved 111981slart1'Mtlllrs WA Mtllm WA F1JM7974M Products,Fl/27f7-act AeE 3 Produld Model. Number or Now W18HS lrrMYhC&aMtYn9! Product Contract ExpirathasRae 18 ga. high strength buss wnneoror posts OV012023 Apo&gproxW.for Use I0HVM glftkf Yes Yet, Ig12097 )meant WA Rift Frstlfrs WA Pradrrab )bni 4 Prad at Modal. 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