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HomeMy WebLinkAbout35981 Saddle Palm Way3 5 � 8 ( ?,,jd (e- Wrn L_ GENERAL CONSTRUCTION NOT5: CHAPTERS AND 5ECTION5 REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMEN51ON5 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 OTHERW15E NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE v-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON51BLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION IN5TRUCTION5 AND ALL 5UPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE 5EPARATED 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 LE55 THAN 5/8 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 6 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 R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FIN15NE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R. - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH 5HALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE6 5PACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 6TH EDITION (2011) R103.12 AND A5TM C 926. PER F$.CR 6TH EDITION (2011) R103.12.1 WEEP 5CREEDS 5HALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT AEP 5CREED OR PLASTIC WEEP SCREED 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 A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHE5 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 5CREED. PER F.BC.R. 6TH EDITION (2011) R103.13 WATER RE6I5TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH A5TM G 926. 5TUCC0 CONTROL JOINTS: STUCCO CONTROL JOINT5 TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4A) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAN 100 5.F, FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCUR5 IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINT5. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5NING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHAN6E5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 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 FLA5NING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER5 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OP NING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/0" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REOUIRMNT5: 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 5NINGL 5 (IF APPLICABLE) : 1. WIND RE51STANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW0 2b AND R9052b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 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 Z26, TYPE I OR TYPE 11, A5TM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 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 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R90511, CLAY AND CONCRETE TILE (IF APPLICA5LE) - THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.BCR - 6TH EDITION (2011) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATION5 OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.CR - 6TH EDITION (2011) RW533 5HALL CONFOW WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA3 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICAELE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER, TU5 AND 5HOWER AR A5: CEMENT, FIBER -CEMENT, OR 6LA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM Cl288, 0325, OR 0118 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: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 51,115TERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE 5LA8 U51N5 A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES 5HALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H 5LOCK5. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND NVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551151LE 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 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) 5HEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y57EM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING 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 PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15GHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOM5 AND TOILET ROOM5 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 W DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS "TH15 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / 5UILDR: 156UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5181LITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI51ON5. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 50JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER 5HALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 REVISION LOG 7/17/18 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT 35981 SADDLE PALM WAY EPHYRHILLS, FL 33541 LE N NARM 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 SN 1 DETAILS NNoti31 f r''!°®, S3 DETAILS ,,7„ S4 DETAILS S5 • of � C� DETAILS '� .. , o , SS RETROFIT DETAILS WP WATERPROOFING DETAILS ®°0'"fli e0% PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS IPA1.3 PRODUCT APPROVAL NUMBERS if�liiltf bAf .�� ABBREVIATIONS AFF. ABOVE FINISH FLOOR EXG. EXISTING PKG. PARK6W ACC. ACCESS EXT. EXTERIOR PTN PARTITION AP. ACCESS PANEL F.E. FACE BRICK PV. PAVE(DXINS) ADO. ADDENDUM P.C. FACE OF "T. PAVEMENT ADH. ADHE51VE PAS. FA5TEN(ER) FED. PEDESTAL ADJ. ADJUSTABLE FN FENCE PERT. PERIMETER AGG. AGGREATE FGL. FIBEFiGLA55 PLAS. PLASTER AIC AIR CONDITIONING PIN.. FN5H PLAM. OR P1. PLASTIC LAMINATE ALT. ALTERNATE FFL I FINSH FLOOR LINE PL, PLATE A.B. ANCHOR BOLT Ff. FIRE EXTINGUISHER P.V.C. POLYVINYL CHLORIDE APPX. APPROXIMATE FP. FIREPLACE PE. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLA5HING PSF, POUNDS PER SQUARE FOOT AD, AREA DRAIN PI-R. FLOORING) P.S.I. POUNDS PER SQUARE INCH A5PH. ASPHALT PD. FLOOR DRAM P.C.C. OR P.C.CONC. PRECAST CONCRETE A.T. ASPHALT TILE FLUB FLUORESCENT M. OR PREFAB. PREFABRICATED) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN. AWNING FIND. FOUNDATION RAD. RADIUS 551T. BASEMENT FR. FRAME(DXING) RI-G. RAILING BM. BEAM F.5. FULL 514E REF. REFERENCE BRG. BEARING FB.O. FUR415HED BY OTHERS REFR, REFRIGERATOR all. BENCH MARK FUR. PURR(EDXING) RE, OR REINF. REINFORC(EDXING) BVL. BEVELED GA GAUGE RES. RESILIENT BIT. BITUMINOUS G.I. GALVANIZED IRON RA. RETURN AIR BILK, BLOCK G.G. GENERAL CONTRACT(OR) RV5. REVERSE (SIDE) BLKG. BLOCKING GL. GLASS, GLAZING REV. REAION(S), REVISED BD, BOARD GLB. GLA55 BLOCK ROW, RIGHT OF WAY B.S. BOTH 51DE5 GD. GRADE, GRADING R. P15ER BID. BOTH WAYS GB. OR GYPBD, GYPSUM BOARD RD. ROOF DRAIN 80T. BOTTOM HD. HARD RFG. ROOFING BR, BRICK HDW. HARDWARE RM. ROOM BLDG. BUILDING HDR HEADER R0, ROUGH OPENING CAB. CABINET HTG. HEATING IRBL. RUBBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING SOH. SCHEDULE C5MT, CASEMENT HD. HEAVY DUTY 5NT. SEALANT G.I. CAST IRON HGT. OR HT. HEIGHT 5TG, 5EATING C.IP.CCNC. CAST -IN -PLACE CONCRETE H.C. HOLLOW CORE SEC. SECTION CB. CATCH DA51N HM. HOLLOW METAL SHTHG. SHEATHING CK. CALK(ING) CAULKING) HORZ HORIZONTAL 5HT, SHEET CLG. CEILING H.B. H05E BIBS 5H. SHELF, SHELVING GEM, CEMENT D. INSIDE DIAMETER SIM, 51MILAR CM. CENTIMETERS) INS. NSJLAttEDXIOW SKI-. SKYLIGHT CEP CERAMIC INT. INTERIOR 5L. SLEEVE C.T. CERAMIC TILE A JOINT S.C. 50LID CORE CRAM. CHAMFER J5T. JOIST BPC, SPACER CUR. CIRCLE KIT. KITCHEN SPKR. SPEAKER CIRC. CIRCUMFERENCE K.O. KNOCKOUT SPEC. SPECIFICATIONS CLR CLEARANCE) LAM, LAMINATED 50. SQUARE CLG. CLOSURE LP. LAMINATED PLASTIC 55T. STAINLESS STEEL COL. COLUMN LAY. LAVATORY STD, STANDARD COMB. COMBINATION LT. LIGHT St. STEEL CONC. CONCRETE LTL. LINTEL 5TO. STORAGE CM.U. CONCRETE MASONRY UNIT LL. LIVE LOAD STR-. STRUCTURAL cX CONNECTION LIv. LIvW, 5U5. SUSPENDED CON5TR: CONSTRUCTION LVR LOUVER TEL, TELEPHONE CONT. CONTINUOUS MA. MANHOLE TV. TELEVISION CENTR CONTRACTOR MFR. MANUFACTURER) THK THICK(NEW G.J. CONTROL OR CONSTRUCTION JOINT MAS. MASONRY THR OR THU). THRESHOLD CORK CORRUGATED M.O. MASONRY OPENING T *. TONGUE AND GROOVED CTR. COUNTER MATL MATERIAL T.O.C. TOP OF CONCRETE CRS. COURSES) MAX MAXIMUM TOR TOP OF FOUNDATION CF. CUBIC FOOT MECH. MECHANICAL TR TREAD C.Y. CUBIC YARD M.C. OR MED.CAB. MEDICINE CABINET TYP. TYPICAL D.P. DAMP -PROOFING MMB. MEMBRANE UC. UNDERCUT %, DEAD LOAD MET. OR MTI_ METAL UNF, UNFINISHED DEP. DEPRESSED M. METER VB. VAPOR BARRIER DET, OR II DETAIL MM. MILLIMETER VERT. VERTICAL pIAM. OR i DIAMETER MIN MN M d1 viN OR v. VINYL DIM. DIMENSION MIR MIRROR Y.T. VINYL TILE D.W. DISH WASHER MISC. MISCELLANEOUS WS(-T. WAINSCOT DR. DOOR MOD. MODULAR W.T.W. WAI-L TO WALL D.H. DOUBLE HUNG MLD. MOLDING, MOULDING W.N. WALL HUNG ELEC. ELECTRIUAL) O.C. ON CENTER WF. WIDE FLANGE D.5. DOWNSPOUT MT. MOUNT(EDXING) W.C. WATERCLOSET EP. ELECTRICAL PANEL CA. OVERALL W/O. WITHOUT D. DRAIN MULL. MULLION W.P. WATER PROOFING EL. ELEVATION OR OR CHEAP. OVERHEAD WD, WOOD D.T. DRAIN TILE NL. NAILABLE W.R. WATER RESISTANT EQ. EQUAL PNT. PAINT(ED) W.I. *OUGHT IRON DWR. DRAWER NOP1. NOMINAL W.WM. WELDED WIRE MESH EST, ESTIMATE M. PANEL W. WIDTH, WIDE DUK,. DRAWING N.I.C. NOT IN CONTRACT WIN WINDOW EXH, EXHAUST PAR PARALLEL EF. OR EAR EACH FACE NTS. NOT TO SCALE � E�iS DESIGN GR®VP 150 STATE STREET EAST OLL�SMAR, FLORIDA 346T7 813. 925.1300 TFL 813.9�5.1800 FAX W W W.L7AVISBEWS.COM TAMPA • DENVER. -� - EST. 1994 rii,6231,1111fimiji. 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 REVIEWEDTHE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OFTHE 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 N 0A:_o > (n M o 0 � �Ln � � � �LL ca. 0-11 z < E � V Q00 z§f� wW J o d- =Z O w� z¢ w¢�w uzoo oaU a a _ o W Z aLLJ Lu o Lu N F- w zo I- O z w z w g� uj O Ln w0¢ z F<a W w O�w W Wa92 U ¢ � w O > �a�o 0w0wU < � HOa8 Z r4 N C~ Z Ln N ( �<ao 0oinw Q3� Q ¢ 3 0 O Oce Z <�U a>O i Q pm r, m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. iso SHEEP NO, c s DAVIS a 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 SH13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH 145 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 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 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 I TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 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" EGRE65 NOTE: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 GODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 5TRUCTUi;�,4Le NOTES lD - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER Tl'P. DETAIL "5/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. O — THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TiP. DETAIL "5/55" ANCHOR WITH H74 AT BA5E. O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TP. DETAIL "5/55" ANCHOR WITH HTT4 AT BA5E. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2' FLITCH PLATE O(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/ EE PLAN FOR BBEEAARIINWGWNICM-OLOUTWHEN 1/2" FLITCH PLATE STRAPS ARE REQUIRED. • 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 ,tic TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 221a 5F G,4RAGE 617 5.P. NT1' 44 S.P. TOTAL 50. FT. 293e 5. . FLOOR PLAN - A 5CALE: 1/4" = I'-0" DAVIS BEWS RESIGN GROVP 150 STATE STREET EAST OLDSMAR, H ORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • EDENVER - - EST. 1994 — in, is c TIN oil I L 111 VORTEX ENGINEERING, LI.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704,4842 COA 28035 IJ I PAUL D. KIDWELL, P.E. #526831 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH 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 N O,ate_-+ O Cn M O U-) f0 L^r) d cncu •Ld' Q LL QU O.oc) z§�� w wo J 0 d' =z o Wo z a wQ�af zoo°° Q ofw ¢a W z _j aWOo O�LLo U w ED � N O O Lu zz0 } r U I- O z w O g� O O u V) j z Qz� LL�¢� jaLu O� � 9O waww U ¢ ,Lo-� Zo�0Q o H� Qzu {� uj W W Q Q < < O z N N o°Lu Lu Ln z Ln N r a z z J .-i O¢ Nwinw �L ¢ Lu 9 z ° a� Y C o J z a U p ' -I ¢Om �-, m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. iso SHEET NO. HOOD REF 5INK W'Q KITCHEN ISLAND KITCHEN MIRROR MIRROR LAY. LAv. ZIA t ------ - LAY.Av. 14 O i4l TUB/5HOWER BATH 2_ OWNERS BATH. INTERIOR ELEVATIONS SCALE: 1/2" : 11-011 � aiDfl DAVIBEWS DESIGS N GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TIE. 813. 925.1800 FAX NVWWJ:)AVlSBEW'&C0M TAMPA a nENTVFI;L — �, EST. 1994 o�- -- I C) Z r4 0 :L' d :3 "o > V) m m U-) < V) z a- Ln -Y Lr) U- U CL 00 Z z <§El-1 W z Lu C) C) O �3 U00 = 0 1--; ') UJ z LU 9EU u C) 0 m00z z LZL' > )t UoJ 0.� CC U- W LU m uj 8 (f) z z 2: z 0 LLJ LU D uj > o u V) 0 0 z< < uj 0 Ln rl LU U<m:�: P Lu 0 Z) C� 2 C) Lr) < LL C) Z Z. < F-- N z 09 cm), �.- z - <C, 0 < LU 9 _j di 8 0 L7; Lu Lii z 57 57 5" LU < < co z u < ui0 < m-j 0 TV rn in - SCALE AS NOTED DATE 7/17/2018 VERSION NO. l .a z �� O aC I SHEET NO. 0 TIE. 813. 925.1800 FAX NVWWJ:)AVlSBEW'&C0M TAMPA a nENTVFI;L — �, EST. 1994 o�- -- I C) Z r4 0 :L' d :3 "o > V) m m U-) < V) z a- Ln -Y Lr) U- U CL 00 Z z <§El-1 W z Lu C) C) O �3 U00 = 0 1--; ') UJ z LU 9EU u C) 0 m00z z LZL' > )t UoJ 0.� CC U- W LU m uj 8 (f) z z 2: z 0 LLJ LU D uj > o u V) 0 0 z< < uj 0 Ln rl LU U<m:�: P Lu 0 Z) C� 2 C) Lr) < LL C) Z Z. < F-- N z 09 cm), �.- z - <C, 0 < LU 9 _j di 8 0 L7; Lu Lii z 57 57 5" LU < < co z u < ui0 < m-j 0 TV rn in - SCALE AS NOTED DATE 7/17/2018 VERSION NO. l .a z �� O aC I SHEET NO. 0 W N z 09 cm), �.- z - <C, 0 < LU 9 _j di 8 0 L7; Lu Lii z 57 57 5" LU < < co z u < ui0 < m-j 0 TV rn in - SCALE AS NOTED DATE 7/17/2018 VERSION NO. l .a z �� O aC I SHEET NO. 0 0 T.OM. TEXTURED — CEMETITIOU5 FIN15H ON C.M.U. (TYP) FINISH FLOOR LINE 12 5G� TEXTURED FIN15H 24" STUCCO ON SHEATHING (TYP.) T.OM. - I"x8" SMOOTH -TEXTURED TRIM / FIBERGLASS AND 12 � 5 SHINGLE PER - - -COMMUNITY SPEC-- �---- __..__(SEE 5TRUCTJ "A" SMOOTH -fir— -_- -- -- -TEXTURED TRIM / BAND G.C. VERIFY _ FASCIA CAUL OUT - - -_ ---- ---- __ rExruRED FINISH (TYPICAL) STUCCO ON — _- 5HEATHING (TYP.) GRADE LINE (ASSUMED) Ll FRONT ELEVATION - A FIBERGLASS 5HINGLE PER COMMUNITY 5f (SEE STRUCT.) F5 DECORATIVE BRACKET (SEE DETAIL (TYP.) 12 (TYP') .) I"x8"x8" SMOOTH TEXTURED TRIM / BAND L TEXTURED CEMETITIOU5 FIN15H ON CM.U. (TYP.) 25-5H 25-5H TEMP, FINISH FLOOR LINE *EGRESS EGRE55 GRADE LINE (ASSUMED) RIGHT ELEVATION - A 25-SH 25-5H F5 F(o a5 ZTEXTURED CEMETITIOU5 FINISH ON (TYP.) f HDR. HGT. TEXTURED CEMETITIOU5 FIN15H ON CMLU (TYP) _ co FINISH FLOOR LINE GRADE LINE (ASSUMED) T.OM. HDR. -IGT. e FIN15H FLOOR LINE ��gggli4(�i/9P/ W o m mm a • • �iLu QA0i�w. s s O \+}C\Vl m CD ion', Z °•� m c ®rs ®ollllig DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813.92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA o DE NTVFR. — EST. 1994 av Jo iIL---Jl il III im III 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 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O N O O H M O �ul;ruLr) a rn -- z (n I� F- � m Q U Q� � .. fu Z w Wo J O lD J Oz 17.') W� z O a� �1 Lua�Of zoo 90 zwd� `` � 0 -jLu O � W aWp u0 OceLLo J CI] U "W�o W LLJ °z }o O w zW Z 0 3 g O J z QV z 0 J ❑< 0a� j� W Io 2-92 way va�� ,-q z z¢�o"-'2C ° a I� W- ¢-waW zN . g LLN ��L 0 J N V— <�zz �oaa �LL(nW aw9 Q Z Q Z moo a I- m00 Z Z a O ry 15 o m r, m d CL SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. 301 R/5 0 w T.O.M. HDR. HGT. FIN15H FLOOR LINE T.O.M. HDR. HGT. 25_5H FINISH FLOOR LINE * EGRE55 57 LINE OF INTERIOR VAULT ZTEXTURED XTEN EXTENDED CEMETI T IOUS OVERHANG TO BE FINISH ON C.M.U. CENTERED ON (TYR) 7 5.G.D. i I 5HIN6LE PER COMMUNITY 5f (5EE 5TRUCT) SHINGLE PER COMMUNITY 5f (5EE 5TRUCT.) 3 12 _a 5 T.O.M. ....... . . FLOOR a I am��:Fllllklf Its] Ll GRADE LINE (A55UMED) -A 5CALE: 1/4" = I'-0" TEXTURED FIN15H STUCCO ON SHEATHING (TYFI.) T.O.M. y .AVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAP,RDRIDA 34677 813.925.1300 TEE. 813. 925. 1800 FAX W W W.DAVISBEW&C0M TAMPA • TDENVER _ - EST. 1994 F _- ° ✓Y o V'` � a Lu 4 ` ' 2: 111 111 0 VORTEX ENGINEERING, I.I.C. � 607 S. ALEXANDER ST., SUITE 103 ® •®®e° e�� PLANT CITY, FLORIDA 33563 813.704A842 ®r®®d 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 O Z O cv H ate' O > Ln ry) o(nf� �aoLr) L Q V Q00 z E .., z fo w WO J O 1p Oz �O wo r^ V 1 Q� WQ 0 u�oo zwc� ad Q0�w Q' J > a Of LL No O W W m~° J O z zz0 W } U O z LL, z ¢ UJ g j C) WO U v / z o a� z o�� 0 In Lu CL U a W, oQZo CD N �ww¢ ~ Qz cLv(1 N VJ =) lYa-0z2 a W ;Q oW� <zz¢~ J :)goa 0LL UI W C L cc G Lu QL 00 z z ado O a om Ca SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. 302 LCTf CAL "r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET :, 1 01, 1,. I.F,. GROUND FAULT INTERRUPTER DUPLEX OUTLET j HALF -SWITCHED DUPLEX OUTLET / � SPECIAL PURPOSE OUTLET ja DUPLEX OUTLET IN FLOOR BEDROOM 2 BEDROOM 3 I BEDROOM 4 FLEX 220 VOLT OUTLET <\ /> ROUGH -IN I BATH 2 I WALL SWITCH - <\ /> ROUGH -IN _\41 FOR RLOPN7 I ROUGH-IN U N <\ /i ROUGH -IN 13 THREE-WAY SWITCH FOR OPT. PRE WIRE I FANlLIGNT� FOR OPT. ��/ 14 FOUR-WAY SWITCH \/ �% PRE -WARE J I PRE -WIRE PRE -WARE \ $ D DIMMER SWITCH \ </ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \ / f WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE-- �c. LIGHT FIXTURE WITH PULL CHAIN � TRACK LIGHT - FLUORESCENT LIGHT FIXTURE ---------------- 4 EXHAUST FAN - cM 5D = W.P. EXHAUST FAWGHT COMBINATION WALL v s = _ _ = G.F.I. ELECTRIC DOOR OPERATOR (OPTIONAL) - ENTRY cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) \ G.C. VERIFY: ` OF DISPOSAL SWITCHC� ( \ I CARBON MONOXIDE DETECTOR \ / \ AND GF.I.OUTLET 15 I I FOYER so SMOKE DETECTOR (ARC -FAULT) UNDER SINK CABINET so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) \A = TELEPHONE (OPTIONAL) \ / \ 11' 0" l�' My TELEVISION (OPTIONAL) / \ II THEW05TAT \ I - n ELECTRIC METER ROUGH -IN I I I- — — — — — — — — - JOEL FOR OPT. ELECTRIC PANEL W.P. FAN/LIGHT i � � I PENDANT I DISCONNECT SWITCH G.F.I. - PRE -WIRE </ / (VERIFY I OL ;O, 220 V. (3 SPEAKER (OPTIONAL)_ � FAMILY ROOM LOCATION) � I n to I J ROUGH -IN FOR OPT. CEILING FAN / \ \ CAFE I I c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W! / '� GF.I. LL; ,- J ROUGH -IN FOR OPT. CEILING FAN / I o� I NOTES- \ _ I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.J AS INDICATED \ �� KITCHEN 3 CAR GARAGE L------ ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. / 36 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE cM so I I FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" — — — A -- � � F OUTLETS ..... 14° D 5C. \ G.D. OPENERS FOR 1 TELEPHONE ... 14 (UNLESS ABV COUNTERTOP) - sp TELEV1510K ..14 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER Iz I I 1 SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE / / 1 I��11 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. / - ----- O.E. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, F.I. GF.I. _ DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION LIGHT ANq� ROOM5, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION ROUGH -IN < /> SWITCH I I I \ TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND / FOR OPT. i 0 BATH IN ATTIC 406.13 FANLIGHT PRE -WIRE </� 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ci ROOMS SHALL BE GF.C.I. PROTECTED (GRI). OWNERS SUITE \ ( GRI. AT 44" AFF. u 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL LAUND. GRI. I ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2014, F.B.CR - 6TH -� EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. A/C \ FOR ALARM W,I,C, 1. EVERY BUILDING HAVING A F0551L-FUEL-BUf2t`11NG HEATER OR APPLIANCE, D15GONN SYSTEM FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 220 V. I GRL L MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING - �� W.P. — — — — — — L _ L _ J ELEC GRI. IRRIG. _ PURPOSES. PANEL AT 44" ii l 11 ii 1 11 1 111 is i II — 8. ALARMS 54ALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAW5 SHALL HAVE W.P. BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE GRI. ELEC. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. METER MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU, CABLE A/C DISC. Typ, 14 AND 12 COPPER TO IN51DE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER NEATER 18 COPPER TO RANGE 14 COPPER TO 5/8" GROUND ROD AL50 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 - A b DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR., FLORIDA 34677 813.925 . 1300 TEL 813.925.1800 FAX W W W.DAVISBE VS GOM TAMPA • IDENVEPL EST. 1994 F­­ — O " O � Lf) O > I m C) �� cam z V) LL z< V Qoc) � M Z w WO J O d' Nz w� z¢ wQof �z00 ZUa¢ Q U =ou�z �Q�� aLOU oo o��o W LL W U CY m �o � ra I— 0 W U z w W L43: W u Lf) z Q �� ��� O was Ln Lim L O w a. LL U Q ,-I o! Lu 0�LL0 o z Wozu a o Z N N oo � W z Z w N N C G WD J Q�zz �g0cc W in w Q a LL =�O � Y m O J a�O o� rn m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION N0. 1.0 SHEET NO. 1_, _ _ i n e.ram..nea.m e. • � � . _ TYR OVERHANG I W Z. I ��:Z � I I ;,- :�;; �co I I I I I I I I I I I I I m„ I LINE OF INTERIOR VAULT CLG. BELOW I �e \ 9'-4° CLG. BELOW I II I --- - - - - RIDGE ( I -- I-J w I \ Il-0" CONT. RIDGE VENT �----- --J—� J Ia — — — — — — — — — — — — — — — EXTENDED / OVERHANG TO BE i w CENTERED ON / / 5.G.D. I 8'-o" CONT, RIDGE VENt T c� �> I W I I . I / OFF -RIDGE I VENT ITiPJ � LINE OF INTERIOR VAULT CLG. BELOW I I tip I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOF PLAN - A I I SCALE: 1/4" = 1'-0" MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2939 SQ. FT. / 300 = 9.80 SQ. FT. X 144 = 1411 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 705.36 SQ. IN. LINEAR FEET OF RIDGE VENT = 20 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 101 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT.tn co CL w 501 1.10 F DAVIS BEWS DESIGN GRGVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813 . 92.s . 1300 TEL 813.925.1800 FAX W W W.DAVlSBEWS.CAM TAMPA • DEN1/ER EST. 1994 �� �� 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 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). 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 i O O O ��j[al�i � N � l^ fl. � U Q 00 w w�� J oz �o Wo z a <a w¢�� �z00 z0w� as =ou�z awOo Uwwc� �- w O Oz }. y. O F- o z "-' o —' U � �J z z a�� j� w Ln uj Lin 0 O�� LL'a.wO +-I �"w0� � o � LL z¢w�v O w�w¢ Y Z N N O o�~Z o��o Z N N r/ ¢Zz oa w in w Q Q z z �' p T' ¢ aom SCALE : AS NOTED DATE : 7/ 17/2018 VERSION N0. SHEET N0. NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTH IN THE5E AREAS TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE STRENGTH. • 5EE 5HEET YN FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/0" 5AW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNE55 WHERE YHON OR FI13ERME5H ON FOUNDATION PLAN REINF. (5EE PLAN) °U Lu CONTROL JOINT DETAIL N.T.S. - 15 CONT. REINF. 5EE - FOUNDATION FOR QUANTITY $545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR e - TYP. (UN.O.) - .. ALTERNATE THE REINF. BARS SHALL BE CONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORN E R BAR DETAIL N.T.S. 1 it .q z 54'41 0 -0" 4'-4" 5'-4" 6' 0" 5'-0" 3' 10" 4'-0" 3' S" 3'-10" 5' 0" 5'-4" 4' 0" 414" 4'-8" N 0 ■ ■ �I■ ■ �I ■ ■ ■ ■ ■ �I ■ mI ■ ■ i rj QJ I I I I I I I I cn 61 I ry I I l I X I I I N I ■ I I � �) I I I I � Ql I I cYl ■ I i CJ. CJ 24"r3b"xl2" D. --_-------------------- fi------------------------------------------------ --T ----------------- -------------- CONC. FTG. W/ L =d- 23'-3" I (3) 15 BARS E.W. ■ I I i I ■ I /,� �.;� CIO 1 - Ij 5"xb" FTG, W/ ■ I 30"x 30x12" D. CONC. I Y3 I I 3/4" RECE55 I FOR ENTRY PITCH I/b" / FT. I 05 GONT. _ FTG. W/ (3)115 BARS E.W. 1'-0" I I I 33'-0" I 14 -S - PITCH p 1/6' FT.z '2 UI vI mil UI vl L i 4_ O I ate i M I I i I I I I I ■ z s , C.J.------------------!---------------------- G.J. ---- I --- -- -- ■ — — ■ ■ .,-. __ 4b"x96" ---!--------------------------I------------- ----- GONG PAD I I ELEVATION AT 0'-0" (A55UMED)■ 1 I 0- 1 G Ib xl2 D. 3.5" THICK, 2500 OR 3000 P.S.I. —� z fl i I rPj I PITCH i o GONG, CONC. FTG. W/ CONCRETE 5LA5 ON GRADE W/ I U, l I I I I/b I FT. Q (3) BARS E.W. 6x6 WI.4xWl,4 ME5H OR FIBER i MESH OVER b MIL. VAPOR i i I PII o I } i o■ BARRIER ON CLEAN, WELL - I I IL—J I I � — �� I �' I � i 10 � TYP. AT ONE-STORY T O COMPACTED, TERMITE TREATED, I TYPE FOR STEM GRANULAR FILL, WALL OPT.) a 23'-b" I 53 �- c.J. I —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I e.J. ---a---------- --------------------------- cJ. I ------ --- -------------------------I------------------ c.J. -- I ■ i i III ° I i 30x 30N20" D. GONG. 1 I FTG. W/ (3) 05 BAR5 E.W. I I uL-Ll I e I ■ L — — _N�j 1 I O K I S3 I J TT N ---------------------------------------------- 19'-6" ------------- --------------I------------ 4' 6" 15'-6" --------------------------------------------------------- I 20' 6° --- -- TYP. AT ONE-STORY I (5EE JJ/53 FOR STEM ■ i i I i WALL OPT.) Y3 3b1'xb0" 5HOWER PAN i (VERIFY DRAIN LOCATION) 14'-5" 8'-1" I I 14'4' 2'-3" 2'-4" I I I I ■ Imo- I r —_ —_—_—� i I f OPT. f oPr— I i Oil I III DRYER I I WASHER I vl L _ JL GOND. 2x6WALL— ' 42 x\_� I A/C PAD 4'-4" 61 ,,, 4'-9" m A 53 TYP. AT ONE-STORY (5EE AA/53 FOR YTEM WALL OPT.) 5'-4" 5-4" 5'-4" 5'-4" 5'-4" N.B. 2'-0" 44" 4'-4" ■ INDICATE5 1 #5 THE FOUNDATION 5Y5TEM HA5 BEEN DE51GNED U51NG A MINIMUM INDICATES 2 05 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBGR). FOUNDATION — A 5CALE: 1/4" = I'-0" DAMS BEWS DESIGN GROVE 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAV1SBEWS.COM TAMPA • LDE sTVEP_ — ` EST. 1994:.— Till IIIII 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 REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE 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 0 ON H 42 O 7 (� M O �) M 1^rn 0- Loz (A �- O Ln L (( Q QU Q00 Z m w ZC:)~ W J � Oz �o w w¢� CL 0aao z z Lu Q Q 0W aw2o OLL LLJ m I-- N 0 Lu O cn z O r8 gw Z Q 0 uj 0 V z L w0a �a� 0 w � Ogg 0_ w LL V`�z� r�-1 tt1 �� �w00- Z ¢ u- Ov O w w¢ Y z N (V o°Luo oalOEo N gzZ di �g0< "zz QLu � Q Q =oo o w 00 Z _j Y O QZ m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. 100 SHEET NO. 601 E EJ EJ EJ n c-) n y�> w C)i 5PECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - #2 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 IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS S15TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - #2 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 SYP. (2) 26 PT W/ 5/8" DIA. x 8" A.B. AT 12" D.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 SYP. (2) 26 PT WI (4) 5IMP50N 5D5256O0 SCREWS AT EA. STUD (l6" D.G. MAX.) W/ 5IMP50N HU/HUC226 AT FACE ATTACHMENT OR HT5W16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - "2 SYP. (2) 2x12 PT W/ 5/811 DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 SYP. 2x8 PT W/ 5/5" 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 IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - #2 SYP. (1) 2x8 W/ (4) 5IMP50N 5D525412 SCREWS AT EA. STUD 116" D.C. MAX.J W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LG) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA, X 811 TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 SYP. 2X4 PT W/ 1/41' DIA. X 3" TAPCONS AT 611 STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (I) 5IMP50N 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 SYP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (I) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.13111 DIA R.S. NAILS AT 3" D.C. LEDGER M (LM) - #2 SYP. 2X4 V (3) 5IMP50N 5D525600 SCREWS AT EA. STUD 0611 O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 5IMP50N 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 5IMP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY UN.D. o(o1118 L L c 1 _J7 CJ1 :J7 _J7 =17 =J7 :J5 1= F— q LLJ CL D o � Q Q W z w q CJ3o ozE5 s °_j� o p I� z < >- Ld pq pp D = N Lf0 a c_ D �CJ5 EJ EJ — EJ7 3J3 FGl ru w J1 Li u 7 I 'v I EJ7V EJ3A FAA J L EJ7VF EJ7 J7V EJ7VG J M E, 3/12 VA 7VC 7VB ��L,J Q CL CL E, E, 7VA Q LL_ LL_ 0 E, J5 =J7 Q LL C] z E, 0 � LLJ LL �I�—rr-III l_J =J7 E. =J7 X E. x2 =J7 E. =J7 E. 7J7 C, :J1 C, -J3 C. ]> trJ w n n n D D 71 1> D D D 1D D D c, D_ D_ D D ]> D D D 1> 1> w n n n w < < < < � njP CJ1A CJ1B 7 7 7 7 7 7 7 7 7 7 3 15 11 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 1595 10 - 10d x 11/2" B HE-FA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 11/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 11/2" D H3 455 320 8-8d RT3 610 525 8 - 8d x 1 112" E META20 1450 - 8 - 10d x 1 112" HTA20-18 1400 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11- 10d x 11/2" - - - - G H10A 1340 1015 18 - 10d x 11/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH, j (18) 10d x 11/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" J HTT5 4350 3740 5/8" ANCH. ( (26) 10d x 11/2" HTT5 3225 - 5/8" ANCH. / (28) 10d x 11/2" K HD3B * 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 ** 133512820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2" MTW12 1195 1005 14 - 10d x 11/2" S MTS16 1000 860 14 - lod x 11/2" MTW16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 11/2" MTW20 1195 1005 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR 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 1 1/2" SPY 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 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 3112 & 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 & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 2-0-0 MAXIMUM 5PACIN6 ON VERTICAL5 OF (6) TRU55E5 I OR 2 PLY CARRIER ka=0 CLEAR GAP DETWEEN (5) TRU55E5 (+/= (o11) (• •) FASTEN EACH (5) TRUSS WEB TO EACH (A) TRUSS TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT 0s) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN 0% . 1 NY,.. L„ NAILS AT 48"OC 4). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 SYP 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 IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5HEET D=1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING UN.O. • ALL TRU55 TO MASONRY STRAPS TO BE O UNO, • ALL TRU55 TO FRAME STRAPS TO BE (D U.N.D. ROOF FRAMING PLAN - A SCALE: 1/4" - I' -Olt Y DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDM"P, RLORMA 34677 813. 925 . 1300 TE L 813. 925.1800 FAX W W W.DAVISBE V&COM TA 4PA • DEIVVER EST. 1994 0 (MIN.) 0(MIN.) u r J(MIN.) o� 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 MUSI 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: GENE11 RAL CONCRETE LINTEL SCHEDULE 8F8-1B/lT 8F8-OB/1T 8RF6-OB/lT 0 8F12-3/1T O • • • • . •�-J O0 8RF14-1B/1T 8RF14-OB/1T 81F16-OB/iT 8F16-iB/1T OO (D 8F20-0/1T 8F20-iB/IT BF20-3 /2T 0 0 0 • • • 8F44-1BAT 8F40-OB/1T 8RF40-OB/1T 8F32-IBAT 8F32-011 T 8RF30-lB/1T 8F28-OB/lT 8F28-IB/1T BF24-OB/1T 8F24-1B/1T 0 0 0 0 0 0 0 0 0 0 TYPE DESIGNATION #5 RBR AEQTOP I F = FILLED WITH GROUT zzl" U = UNFILLED 1-1/2" CLEAR R = RECESSED Q �- • QUANTITY OF #5 REBAR AT U w C.M.U. BOTTOM OF LINTEL CAVITY J 8 F 16 1 T/f 1 T �z � z GROUT L QUANTITY OF #5 #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 7-5/8"ACTUA PROVIDED IN LINTEL (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 - A SCALE: 1/4" 1 l's0° EWS DESIGN GRDVP 150 STATE STREET EAST OLDSMAR., fLORIDA 346?7 813.925. 1300 TPi.. 813. 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 III oil III oil oil 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 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 R O Z O N O .N O ,>_, M O U-) MLLn O al L L.L. Q z < � V Q� z� w Wo J � l� 0z w� z¢ ¢� wQ�it �zUU Z Lu o_1w J aCL w0'n O eti � o () m CV F-w zz O zW z g Lu O z U 0� w 0 ¢ z �a Xw� O�� wa'iO .__I U ¢ E +--i w O 0 O ui z¢ZU LU < z oF- Y ��04 Z N N Oaw wLO N N J LL�ao J ¢~zz ego¢ 6i L11 (wz5- Q Q ¢ '" LL °' � o 00 g ¢Lm 0 '-� o J r-, m a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. iso SHEET NO. 8 DAVIS r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE AC -C Q . 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 IMPACT 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 II 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 FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST I WITHIN 24-INCH 610MM ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE VERTICAL EDGES H A ( ) IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 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. T STAIRWAYS, LANDINGS AND RAMP WITHIN 6 INCHES 14 MM HORIZONTALLY OF A 10. GLAZING ADJACENT O S S 3 G (9 ) Z 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 T THE PLANE G G S C O NE 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 Yz 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 50 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, PRE -STRESSED 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. NG FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.6 COATI ON C 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. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #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 V-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. 6A 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. SHEATHING: SHINGLE R METAL 7/1 ! APA RATED SHEATHING SUPPORTED OVER 24" 6.6.1 ROOFS G S 0 6 MIN. THICK RA SH G 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'0'/S2, 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 & PRE -STRESSED 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 PURP E NLY. • 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 REQUIREDEB ••NOTENGINEER 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 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 of 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 KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY •• EACHISTUOD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE 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: • BRICK/STONE 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 ON EITHER SIDE MINIMUM, ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 4021ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICKISTONE INSTALLATION INFORMATION, AS BRICK/STONE 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 U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & 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/DADE NOA. 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" 1 " DRYWALL SCREWS AT 12"O.C.FOR CEILINGS AND 1 " DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND Y4 O C 0 Ya SC S 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 WITHOUT 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 5/8" DIA. A.B. INTO THE 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) � AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) FCOMPONENTS ROOF 0 10 SOFT + 30.0 /-52.0 PSF ROOF 6 10 SQFT + 30.0 /-122B PSF a20 SOFT + 21B /-498 PSF 6 20 SOFT + 21.8 /-114.1 PSF 6 50 SOFT + 23.4 /-48.5 PSF -0 50 SQFT + 23.4 /-104.0PSF Q 100 SQFT + 21.2 /-41 ro PSF i+ 100 SQFT + 21.2 /-96.1 PSF W WALL 0 e 10 5QFT + 52.0 /-56.4 PSF WALL © m 10 SQFT + 52D /-69.6 P5F I --- © 6 20 SQFT + 485 /-54.2 PSF OD ,w 20 SQFT + 48.5 /-652 PSF a 6 50 5QFT + 4ro.1 /-49.8 PSF FU 'S 50 5QFT + 46.1 /-59.5 PSF e 100 5QFT + 44.1 /-41.10 PSF -0 100 SOFT + 44.1 /-51.1 PSF _ a 500 5QFT + 38.8 /-432 PSF 6 500 5QFT + 38.8 /-43.2 PSF GARAGE DOOR 8' WIDTH + 46.4 /-49.5 PSF GARAGE DOOR 8' WIDTH + 4ro.4 /-51.1 PSF �3 (4)10' WIDTH + 45.1 /-48.9 PSF (2)10' WIDTH + 45.1 /-51.1 PSF 12' WIDTH + 44.9 /-46.3 PSF 12' WIDTH + 44.9 /-505 P5F l6'+ WIDTH + 43.9 /-41.5 P, 16'+ WIDTH + 43.9 /-4910 P5F CHART 15 IN "ULTIMATE" PRESSURES. CHART 15 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRE55URE5 ASSUME NO END ZONE GARAGE DOOR PRE55URE5 A55UME 2' MAX IN END ZONE I COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) 7 ROOF ID 10 SQFT + 18.0 /-312 PSF ROOF 6 10 SQFT + 18.0 /-13B PSF 20 6QFT + I6.1 /-29.9 PSF '0 20 SQFT + 16.1 /-68.5 PSF T_ 0 50 SQFT + 14.0 /-29.1 PSF m 50 SQFT + 14.0 /-62.4 PSF O 6 100 5QFT + 12.1 /-28.6 P5F 6 100 SQFT + 12.1 /-51.6 P5F WALL � 6 10 SQFT + 312 /-33.8 PSF WALL ® '0 10 SQFT + 31.2 /-41.8 PSF w © 9 20 SQFT + 29.1 /-32.5 PSF © -0 20 5QFT + 213.1 /-39.1 PSF --I (: 6 50 SQFT + 28.0 /-29.9 PSF � 0 50 SQFT + 26.0 /-35.1 PSF Lu m 100 SQFT + 26.4 /-28fo PSF 6 100 5QFT + 26.4 /-3410 PSF -w 500 SQFT + 233 /-25.9 PSF Q 500 SQFT + 233 /-25.9 PSF GARAGE DOOR 6' WIDTH + 21.8 /-29.1 PSF GARAGE DOOR 6' WIDTH + 21.8 /-31Z P5F O O 10' WIDTH + 21.4 /-29.3 PSF O 10' WIDTH + 21.4 /-30.1 PSF A 12' WIDTH + 26.9 /-29.0 PSF 12' WIDTH + 26.9 /-30.3 PSF -1 l6'+ WIDTH + 263 /-285 PSF 1(0'+ WIDTH + 26.3 /-21BB PSF CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART 18 IN "ALLOWABLE/NOMINAL" PRESSURES: CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES A58UME NO END ZONE GARAGE DOOR PRESSURES ASSUME T 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 END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL 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 USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS I.E. - STUD PACKS) TO LOWER COMPONENTS 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 4" 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 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) of IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• @ CONC. W/ 4" 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. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" 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 32" 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 GIST T LEDGER R BEAM WITH SIMPSON L 2 HANGERS OR EQUAL. C JOISTS O S O S S SO US 6 Q • 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 0F FB TABLE R301.5 & SECTION R312. _ C SPECIFICATION FOR BUCK ATTACHMENT (THE FOLLOWINU SHALL APPLY U.N.U.) • IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRYIWOOD 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 FOLLOWING APPLY 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 FOLLOWINU SHALL APPLY 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. eeoe,r®`end,® `®®```X ��• .2d �0.4 �� ,� -_;C0 x:z N :zz .w gi N.UOq e/ I . , a r^ r• �•. .Oo,�% ,®® ®dlte u L zo ow = Q OU 0 a - = J a0 Z N o�z xnzwF wooer ~oo"o O W, O >y ¢ z 2 a = W m ry U w O p w O Z v=i � 2 W 0 � z w �zw= ZD_w�Oz � 4�� I- q�m al7 h- LLa°� wig=o >inZ < m,0 www W'9zt_ 0 Z F- w WE, W E U = w w, n J w w H w=>. =a= -= w-W o� N ,as 00 � V l.0 (V om (V M m u it w wzm�a a ��r, <,4"mm W o cN - d mmmW oE00OWw ZOC)nQo w ¢�-40z u. 2 W x000 Xa z 5 3� W , Q Q w t- a o �ad 0 a 0 cD Q 9 2 O r4 0 � � 4Z =) UP) O P­4 Z , M Q u') Ln V) , ) Q N LL O Lf1 fl- , M >, � u C- CO 0 Q fu W O F-- Lu J O 1.0 mi w I ui O u) z .j < < �-- 0� uj 0 C) z U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. SN I I — — — — — — — — — — — — — I I I I _ I I I I I I I I I I I I I I I I I 1----------------1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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. 10'-0" TANK -LESS W/H =1=1=L1=1= u H C G CORNER OF 00 O HOME GARAGE SIDE c� o STUB -OUT FOR 1'-0" o ' GAS METER O O U N 0 • 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 W J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + - + + + + + + + + + + + + + o + + + + + F + + + + t + + + + + + + -1- + f + + f. ; -I- + E i- + + -F f- + -+- 1- + a- + -I- + -+- + -+ i- - +- -F + + -+- + + + + + + + + - -0" (TYP.) 6'-0" + s'-o° + 4 + + + -+. + + + + + + + {- ! T + + + - + + + + + + + + _ + +- + + + + -1- + + --pp + .� + + + _ _ + + + T + + + + + + + + + + + + -o + + + + + + + + + + + + + + + + + r c3' —RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE ( 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB ^,-� l: + �•�. END WALL OR GABLE TRUSS OU RINU JfIAI'M IVAILJ L O V.V. CUUCJ Ce 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 MAYBE 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 1.8l1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1!2" 6000s 1.8/1.7 wood panels 2x - + 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 2x - + 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 8 FILL CELL W C> STD. 90° CONT. #5 HOOK BAR STD. 900 HOOK i- BOND BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM if BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REPLYWOOD FLOOR Q'D �C �- .� SHEATHING PER PLAN COLUMN AND CONNECTION ' � � i" �'� � -' �- ��'�� TJI TO BE CUT TO ALLOW f FOR BLOCKING/TJI ::�:MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID ' BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. k 1/8" min. )Small gap 2" min. * 2" max. 4" max. - U i Clinch nails when possible f �r n web -flange a connection. g 9 P 9- _..__.....__._.._..__._ 1 Support back of web Burin nailing to prevent damage to 2) Block solid between joists for full length of span. Tight fit 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. required when indicated or 4" 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. — — OFTHE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. 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 ]Lor=20 1/16" details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� 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 r Joist Bearing Location End Intermediate Series _ 9 11/2 2 ga 2-8d BCI 5000s _._.._ ;. _- 1 114/8 3-8d 2- 2-8d 5- 8d 9-1/2" 2-8d _ 2-8d BC16000s®111-7/8" 2-8d BCI 6500s® 14" 2-8d i __3-8d 5 8d - 16" 2-8d - 6-8d BCI 60s® 11-7/8" 14 2-8d 2-8d I 3-8d 1 5-8 d _- 16 2-8d1 6 8d 11_-7/8" 3-16d 3-16d ___ i BCI 90s® �. _ 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.* — It Joist �When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 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) zo 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN1Y' 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. 1Y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger 1 l Filler block. Nail with ,7 I 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. F_ kuBacker - - /4"-2" gap- - 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 1- + 0.6 X Joist depth \ a I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2 x TOP • PLATE 5/8"o THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 10d 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 STEM-/ ° a. SEE PLAN FOR---'°• a .. • FOUNDATION INFO < a ° STEM FOUNDATION r-GRADE WV %,nmorz 4 rvu 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 =1 TYPICAL SIMPSON H10A INSTALLATION DOTE: )PLIFT VALUE 3 BASED ON >. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d" .. ° d :III I I=1 5d\1N 1=1 PLUMBING LINE PVC OR SCH40 SLEEVE a i-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION ° d d 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 d d°. d dC G d d I —I � I— HV SEE FND. PLN. SIZE & REINF. !0®Illltlll///® VV. O_JRV •. A CID o• CC ® :UJC e '® t ®• Z. 12 8t t tlq®`�'S�� Z 0 0w F w 0 w� N Q N Z O cG z = j z w 0 wOp_ 1- O7g 2U�n o�F-z� W -,0 0 rz°ate ~ az U =owl o�¢aow I�— H Q LLc° wCwo=pw rr P:zaz zID 0 Uood wz za z�o F- w - W 2 v K w C Q w Q3 a� m � V 00 r' l0 N m N m o m Ln 00 0 Z D— Mn w w Mtiti W Ln ar o w w Z w OJ o °N° v=i o " r` q '�' Y -1 Z a r'i o LJJ w U 0-4 X a z < S F V) Q a- = ne 0 N. I a > 11 D ON Z O � N '-' 4_J O (n M D M Q Q U-) a Lnz 'L CC' 2: Ln Q U_ M 0Y V ,-t fu WCD WH CD 0 ui 0 Q UJ 0� 0 n U z a SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 I I i I I I — — — — — — — — — — — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 "P) VARIES INSU E ION 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. 1 CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (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" Q.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" 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 �ARGHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ Hr COMP. SOIL. I I I ( e (COMPACTED TO 95°� MODIFIED PROCTOR III III III —III —I I I I I ASTM D1557) (2) #5 REBAR CONT. 3�� MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 314" = V-0" 53 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ix4 P.T. BASE NAILER 4"x4" INSPECTION 3114" 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 W a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE °° � 6 MIL VAPOR IIIII D Dj Z BARRIER I I=�—III r OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z I/ M -� I I I� 11 11_ I 60 a. T . � � '• I —III= IIIII�I� SEE A/S3 OR J/S6 Ili I I I II i I I l l, I I I i I III= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 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.) D —III—III—I � D -III—III—III I � II,IIII�IIIII�IIIII,IL I r a (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1A WWF OR FIBERMESHco II I I1-1I1=1I1=I -r 8„ J -.1,, ..—...r• . ,8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN I-- ------ - ----- SLAB &BLOCK --- _--M ELEV.OIlk '-0" d a 9 a A.F.F. d d d 0 a a a d a ° a. ELEV.4-3 1/2" z d Q A.F.F. 0 2x4 CONT. a a IL d a In- d4 GARAGE DEPTH VARIES Q I I I 9 d a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR ( (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10)10d NAILS TYP. iv r 2x P.T. PLATE I ASSUMED FINISHED GRADE MONO OR STEMWALL 11 z FOOTING MONO SHOWN ° o 4 I> °� p FOR CLARITY 00 p o P ° o ° {=III —III III III I I —I III—III—III—III—III=III- z NOTE: o ° g ° —III —III —III —III —I i—I III —III —III —III —III —III *FOR BEARING WALL N W/ UPLIFT ONLY III —III —I � I —III —I � I —I � I —I 11=1 � I —III —I � I —III —I � -III • III —III I=1 I —I I —I —I I—III=1 III —I 1—I —I,= =I—= =- 11I_r I� III III —I � 1-1 I I� 1=1—I i— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0., S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE °°— _ I` I i -0) #5 REBAR w/ OPT. 4��� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N�. .. p•. .. �_ ram' 4. 7 —III -11 J I I III,= —I .' •'.: `� . a � III=� I � I �' illlIII00 l I II I : � "°C4�I I1IIIIIIII.-�. I-111 IiIi�I i a a�r :- IIIIIII' SEE A/S3 OR J/S6 -1 L I i I I I I I i I I I ,„ IIIIIII 1- FOR REINF. INFO. 3"MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. (2) ROWS OF 2x BLOCKING @ \ THIRD POINTS 5/8"OR 112" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/� 2" MIN. 00 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 SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. -/ 4" V-4" 8" "" � �r+• • � U.N.O. MIN. TYPICAL BEARING WALL STEP Ca SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" -2x STUDS @ 16" O/C a' kSULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER 2 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) �3 1/2" MIN. Bel 5/8"° x 10" "J" BOLT @ 24" 0/C W12"°X 3/16° METAL LATH. FIRST LAYERS 3/8 THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ 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 E A D D PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r co — — — .D D D . J FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER ; i III 11 I -1 I I I A 11=ilI=IlI=11=_ °-�°11 III=I I (—III—III—, #5 R 1 7/8" -� I I III 11 D.I—III—I I MI I I r z III—III=11I_I I1=i REINFORCING BAR 051 AP SPI IrF COMP. SOIL. (COMPACTED TO D95% MODIFIED PROCTOR ASTM161111 (=II611 II={II=D1557) IIIIII�IIIII;,III ; IIIIIIIII 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Oh ,-�" -- J CONT. BEAD SEALANT � Q ° INTERIOR _31 J" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a, a s° a _ — M 6 MIL VAPOR BARRIER =III l I l I I I 111IEl 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —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 / CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH K S3 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. > F-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. - / 4, I I —I I�;_41,I r—I 18,E U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1 "-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS Lu Lu 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATEA\ W � A w co =I I=11-1 6 p . g =1II,III �1i111= 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 SEE RAME-DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR Od NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR _ TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL BEAM ------ SIZE & CONNECTION ` INFO 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE � > jw 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 d' PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR. _ _ COMMUNITY SPECS _ 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT.:- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-61' . 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 WWF OR FIBERMESH E n p. II — III —III —III o III III —III —III—' .- - � i t I I —III —III —III I I —III I —I I (2) #5 CONT. _ ON 3" CHAIRS .I (TYP.)811 O TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR vAfllf=5 6 x 6 W1.4 x W1.4 �\7 S.G.D. (U.N.O.) WWF OR FIBERMESH r M 4. - — — — —d ° . d . d a d IIIIII-111iI1h 00 1- 11-III, ,III-111. 1111 I a IIIII . CV � M li II a —IIIII SEE A/S3/J/S6 -4 „I I �I�—, , ,— 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. iIll M SCALE:3/4"=V-0' S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL I I MAT REINFORCING. ' co 00 GRADE_ 11 — a ° w III —III d • °—III—I—III—I z w III= -k III-1 -1 v Cl_ ui 0 0 CID= II II II a� I—III=1 1 z z _ 4 _ FOOTING w -III III—III=1=1=1 III=1 I=1 I I_ =1=1 1-1 1=III I =1 1-1 BEYOND PAD REINFORCEMENT -III—III—I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 w r �u N a- ® Z® �U`®Jp,s •°• �°° Co 40 I%VJ \J a uw Z Q w y ao I.zI-W ==U o¢Q� I- a V W�1,�n vw 02O�O0F" O `"a0I=z2 w w z = ¢ � Z = -z w m U =-a w, 8 °- wo o _}Zuzzv� F- 'a�o� �cacZa�� U = LL 6 O G Y Z W LL az=� NDw <Z a0 H �oLL =rQo2z V) LLaF wig=o I z0,z z__> O w C2w 3z wo IL Z� w CO0 W z Z w�u Tw>� a =Q=_ LLWW ~ o V) a� U 00 rI m N M o �Ln op -- z "n W W 2 .:: rx `n < N - W 0 1-t in W V) rr v o w w Z_ a: 0 W _ _i 0 N p " ^ a W Z ¢>-�o0 Y W J v 00 -; - x a z 5 � � v a "j oc o z O �° a a O O Z (V OWN f> -+HMO M Q Cnf0 Ln a V) .L d- ^ CL Cj rB WC:) W C) �t U) o� z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. — — — — — — — — — — — — — (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (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 TONEAILS SPACED DOUBLE 2x TOP PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION L---------------� 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN v�R�E a 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 zo YP) 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 SIMPSON SP1 W/ (10) 10d _ NAILS AT EACH STUD 2x P.T. PLATE �V 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB \ TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE 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 '—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH - TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE - 314" 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 rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 8" STD.96HOOK 8• LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION r (— - 1� dl - �I -- J� — i r NOTES: lO 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR------_ f, � % GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR -- MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. 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 DOOR -DOOR OPENING EnL EXTERIOR a WALL ❑ D aFITa 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 D SCALE: N.T.S. �'S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —C 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) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° ° Q 4 ° ° a DOOR STOP w ° ° cu MOLDING �z a 2x TOP PLATE `n GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX._��4 PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" 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. i—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" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =" _ SIMPSON HETA20 w/ (9) 10dx1 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - 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 *�P�ICE.. NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT. / ILI ATTACH ALL 1 \ SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO TbP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NOW WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K 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 C SFFpNpO� N 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 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 SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2 (1) (2) (1) LSTA30 4' - 9' 1 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (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"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: X.54 (1) 2x SILL PLATE W1(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 wl (6)10d x 1 1/2" EACH SIDE '---2x STUDS TYP. p� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. Tm TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE SIMPSON SP4 —i ° \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING LINTEL l I / SIMPSON RECESS / SP4 SIMPSON SP1 SIMPSC SP4 SCALE: N.T.S. SIMPSON SP4 2XTOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 7z. J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF) 3 (4065# SPF) 3 (5665# SPF) )S (6865# SPF) N. 8" ROOF TRUSS ABOVE /— 2X BLOCKING 1 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. i & NUT -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.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 SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. Lt FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) 14 : Q:c') = � w ' 0•�® 10, •C 51 w uw Zo ow � = a oo paw x J F-dU w~"2 Z o Lu wz�o waSa� jwm c� �-a Z Ua cr ' wo wZOZv=i i- a�oE �aza� (� 2-� � p�rL YZw -o w �aaow �z== aH a u a O He�w Vi LLQiuo=o p w w2�o z¢wo LL C" U w Z z- w S a mop u,c�ZI_0 C) Z w -w Q= awvwH W o� V) a3 0 lD N m fV M 0o m mm0 wL -- Z � "" W W ME m� Q W to &!00 mm w w Z W o N V=I a�"^ a ccw Z X M o Q G X a z W vi Q Q w F— a o ^ a O Q CD zo O c) H U0 M M Q(n�Ln a cn •i d- �C QL.) LL Ln zz U QCC) § E to Z w110 J 0 U) ui 0 ui No SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND � I TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL 2" 24 O.C. it TOP CHORD - BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 45° ± 24" MAX. SIMPSON H1 OA w/ (18) EDGES OF 2x4 CRO BRACE 1 Od x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ � I RIDGE FASTENED AT "L" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR L--------------� 7/16" OSB SHEATHING ATTACHED W/ 1Od SIMPSON HGAM10KT W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD "T" INTO 2"x6" P.T. PLATE 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" ri EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45-± Am 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2)10d 3" ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT W/ (2) 10d FROM LEDGER TO & (2)1Od TOE NAILS @ BLOCKING EA. END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1Od NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2"x6" P.T. SILL NOTCH "L" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N r SEE STRUCTURAL X-BRACING, AND TOP NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION cO O0 SHEATHING DETAIL 1 1 1/ ,. 2"x4" CROSS BRACE WOOD TRUSSES ;° ;, APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2• 1 1 2" EACH JOINT Wl (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 2x4 PANEL BLOCKING -16d 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" OIC FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (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 & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 1 Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE OUTLOOKER SP6 FOR 2x6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL SP8 FOR 2x8 WALL) 1-1 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1Od & (2)1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION L3 SCALE: N.T.S. S5 SIMPSON H10A wl (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 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 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS �1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION NON -LOAD BEARI G LOCATION , , D B.U.C.SAME NUMBER OF ROWSSAME SPACING) SECTIONKo� SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 5EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" 0/C @ 2IIx4II TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj-"� SCALE: N.T.S. S5 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP Lul "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING W/ (2) 12d TOENAILS BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS (-2x4 OUTLOOKER @ 24" OIC TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" OIC SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 wl (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP, SEC.) SECTION 4 SCALE: N.T.S. SCJ 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I.V IV I. DCMI'{IIVV GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a T 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d 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/ 1Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w ---- ----w ---- uw o 1 o , o I 0 o r � w 0 o ' O � w o a w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT 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 a H ZTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 �0�1i19lrrr/� A s '•. co w ui O®2� _ U s� �/ a•r� � 'iV ` ram„ Z t p w I-al7 w~.n,<~ Z p Z ~Z o O S p w oo°-pozo w wW aZ"n. woo wzs'z� ¢�oE Faczw�� _pLL,„ z�naaoW �LLW x �nWg�z � =�p°2z N LLa°a wao~ow W J S W Z Z O W 0mz W Z ad' LL p zzWp '-0- wozl=-o 0 Z w Lu =oG �w�>- ff W K Q U a w ¢ Lu -¢ off~ cn m I� V °° ri Cfl N d mo N cn cn mmmm z W mmZ �m w w a a Qmmcsm In n mmmmWcnOi 0 u1 W0�4 'o'o a W o¢ -iuwv=i Y oZ W uj 00 0 x Q Z �� a < W cc o a z 0 cO Q O � Z 0�� c'� ) O U) f0 Ln 0_ Ln 'L Ln cu O Ln Q LL 11-1 cl�00 Z E w Lij C:) c:) J 0� Q uj n 0 z Q cn SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S5 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 -1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILSX FOR CONN. DETAILSX FOR CONN. DETAILS 4 t 4 LONG X 3/16"45 1 X4 FURRINGTAPCONS 3/16"0 X 3" LONG FURRING 3l16"Ql X 3-1/2" LONG3-1/4" FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED v(g BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO .. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 31� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. "" 16" OM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 T. 62"EDGEDIST. TO SHT. SDW2-K1 CONN. DETAILSFOR CONN. DETAILS FOR CONN. DETAILS 1Od @ 12" O.C. 1X4 FURRIN2X8 P.T. WITH 3/16"OX3"..r L 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 1/4" MAXIr 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK - - - - - - I I I I I - - - - - - - I I I I I ( I I I I L---------------� I I I 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) 16" OSB 2 x 8 BRACE/ BLKG. ' 7/ 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 2 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 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS - 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 DCAGONAL 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 4-1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAL. BRACE B VERT. BRACES WHEN HGT. OF 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END PROVIDE 2) MIN. ( TAPCON AT EA. SIDE PROVIDE 2 Ex CONT. x 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN, OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT WI 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 START OF ARC 4' MAX. RAID. PER INSTALLATION DETAILS B-B ARCH DETAIL K�K SCALE: N.T.S. �SS 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 , 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 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. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 REB: (TYP,) STD. 90' HOOK 0 L­71�L. IL71 7:VL. t5,, LNOTCHWEBAT FIRST 2 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 3 1/2" TAPCONS AT 16" O.C. _ SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN, 3" OCCURS COVER 6'-0" F.F. D 1=III=III=III-=III-1 1' I —IT , ; ,I 11-111 —I I I-1 1 1—_1 1 _ p pIII—III—III 111111111 n 1=1 11 I I GRADE p p ° M 1? z .p a p (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS LR YP.) #5 REBAR (TYP) #, �STD�O° HOOK (TYP.) I ,, +2NOTCHW*;FIRST COURSE rHE � ♦♦♦ FILLED CELL INSTALLATION H SCALE: N.T.S. S�+ P0 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. a� TO TRUSS TOP CHORD LENOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT CENTER SOFFIT J_ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF CWI=;:T M AND FOR SIMPSON HTT4 w/ (18)1Od 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" = V-0" z O LL O W a LL C) 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 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 % 4 ; FILL 1st 4 COURSES SOLID W/GROUT 'r s FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 ,-0" 51-011 � INISH FLO ° . .. BAR CENTERED W/ Q� p °p190. H p IN TOP o p Eo KNOCKOUT / CV -- ; CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN AND SECTION DETAILS ° �. CLEAN FILL p ° • ° DIRT Z ° STANDARD o 0 917 HOOK N #5 BAR IN h FILLED CELL o , s , � a , b a , SCALE: N.T.S. o• ° s,rl�,a• ° 'e, c•� ° ems, o• ° s' STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 ± 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. � 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. • Cam•°• /� '. v� °• � r r �:co ®� z co �'=�' Q® �• W p � � (D Z � • °° rop ® oil 11%0% W U w Z =ao oaf= J F-dC7 w~�nN~ z ooZ H�ZOw1- O 3U.2 o�E52 Lu Wz�o aa� >wmV z�a �mQ Z `iOr� Z) w090 wz(Dn >I-� h �< Qzv� 2~ O 0p Y Z w 5 2 <LL = Q =I- �Om QU' =oLLiO 0�z to LLQ� Q ccop=�'L � xz-z zw>�z O w��o cazdwo u- U nZ ui Z- > O w0-1 w U' Z H O W Z J Lu wG o Q - Q= a w vwi ice- L L _H O N Qcc l0 N o LNn 000 Qj LL ii z m Li mmm W p I- Lrf J W cc Uo R w Lu Z W ° 00 N o LL Q GGW Z X uO Y G W W () CO -� x< 3 � a a of o a z LD a O O z (V 0 a) I-, >u)rylo .� Q U-) fo L tl o a u- L— C)_ f¢ U Q co z� T� J W � U) ui 0U) W V z F_ U) SCALE: AS NOTED DATE: 05-07-2018 SHEET NO. - - - - - - - - - - - - - I � WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) 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 installation FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 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"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT C11 r%mr- icm) RED FLASHING gPER NTH MEANT TO SHOW GENERAL 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 .4 = Q flashing and seal with tape SELF -ADHERED FLASHING Scale: NITSSELF-ADHEREDFLASHING FLANGED WINDOW WPO 1 EXTERIOR SELF -ADHERED FLASHING \/\/P02 WP43 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER OR DOOR WITH DECK - SECTION A V V CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-V BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 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 . ... LETTER ON CHEMICAL """"' SCORED COMPATIBILITY '' ' RELEASE PAPER SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, "' EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) Z.... .. .......... .. BOTTOM OF .... O THRESHOLD SECTION -A (SEE DETAIL WP02) DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r LF1J�IIIVu SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 1- L/YJ 1 111 V la SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF -ADHERED FLASHING PATCH • l�l3fl SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco 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), corrosion -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 Oin 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 0 0 Z fV O au N ZQ F-1 a-+ o >(AMo M t] �_ L0 Vi L N < L- U- CL �M oC U OC) m a c0 Q z� �v WJ O� d" Z U. 0 0 CL F- SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. W P C_ C_ O C � Q O � j O Q L O Q �..L Co Q > .N O Q �� i� i I I I I I �I I V J I j l i O 0 <c - ----- ._._....__.....- _......._...._..__...........__...__..._.._._____--------- j Q o I W i U m o �- W � ZJ z I J d I SHEET NO. PA 1 i .o < t15P G�trrteetiiis ; , > „ < Glass RePErerce. ;Y USP ':Stack Na.' A3 FfaridaStaiewrde ' Pradu:tAp�'o�afNa i';'i FL17244.1 Ev�kridttahF��pbrt basis jZtk16) ESR-3455 Simpson Suck Wv,' A23 FfartdaStatewide , Praduat AjSjaXOYaI"Na. FL10446.2 .-89aliaattt4ri.REport.' i i3asi"s'(2o1S} ESR-2606 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 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H D26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 H D28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 H D410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 H D610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM2D0804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL77680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 I! As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components fisted below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local produ i � Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 1/5rm1e FL#20481-R2 226 EntihLpr rare Ike Data Pending B� FL#2046142 Cast €mhL om Dow Dab Pending DoneDoneVt S1m! version!! Enalnwr 8 License Validated By $� taps MeO a LWOM A Sron4tNt Hrdworanss Validtd BF Validated BC pproval Yel�4tq �� Approved !ice Revision 2017 Them -Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 071122017 10118=17 12M22017 Approved Revision 2017 Themta-Tn Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/152017 07I122017 10N82017 12/122017 Approved Category: Exterior Doom (419) 296-1740 PEJ4U09 (813) 767-6555 Category: Exterior Doors (419) 298.1740 PE43409 (813) 76766W Subcategory: Swinging Exterior Door Assemblies rickwililriebidgconsultaNa. Subcategory: Swinging Exterior Door Assemblies dckwQiw"coMuaams. Compliance Mal hod: Evaluation Report from a coin Compliance Method: Evaluation Report from a cons Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Lk ensed Florida Professional Engineer Professional Engineer 11#2044141:2 Products FL#20461R2 Product aegd Product Nail. Numbs or New QualHv Aseraranee Approved for Use Aaorovat for Use 1. Design In HVHZ Outside HVHZ f PrglYQ # Product Model. Number or Name 3i� Quality Assurms Ani oved for Uw Approved for the impest D.I., Product DwcrrMim Contract Dab in HVHZ Outside HyHZ NaO�o" f2eaietsm h T FI I 6 f. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&Y39;0 &quot;Non-Impad&quot; Opaque 1213MO20 No Yes No WA 1 a.7 era- m tea -Clow cand Smooth•Star Normnel68#39,88,quo,Nnn-Impact6quot Opaque Corrgiosile Edge Fiberglass Single Door 12I312020 No Yes No NIA Composite Edge Fbegliss Slagle Door (InawinglOutswing; X configuration) (Inseving/Oulawinff X configuration) FLOW461R3 22111 Entity J� dhtg DatePandkw jaug FL# M61-R3 on" t:DahLg Mae Venters MMa a Cggg¢t Enainasr & Lkanse Velidefed ev vaf)g�g sag Pao Approval Approved statuslYpa Vera MMtnufeeprer Contact Engirear 8 Lkaarse Validated By Revision 2017 Thauma•Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 121132017 122112017 Pending FSC; Approv Revision 2017 ThemhaTm Corpore6on Risk Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. Category: Exterior Doors (419) 298-1740 PE-43409 (813) 76765W Category: Exterior Doom (419) 298-1740 PE-43409 (813) 7676565 !i Subcategory: Swinging Exterior Door Assemblies ridcw�nvbMpconsultams. 8ubCatepory: Swinging Exterior Door Assemblies ndnvMrvebidgeonsupems. Compeanca Melihoa Evaluation Report from a cons Competernse MMedhod: Evaluation Report from a cons Florida Registered Architect or a Licensed Florida Florida Registered ArchNac[ or a Licensed Fiords Professional Engineer FL#20461R3 Prodcts Professional Engineer FL#2M81-R3 Producs 20 lData Data Peadina Data valMemtl Submitted FBC Approval Approved Ste 12/132017 12/132017 12212017 Pending FBC Approval Quality Arasmance Ainearved for Use Approved for Use Impact ICU Quarry Assurance Approved for Use Approved for Use Impart ,Qbjgn aeal Product Model. Number or NameProduct DOWA Contact Expiration Datte In j Outside HVHZ t Pressure S-# Product Mdid. Number w Name Product Daadbtlm Contract Exaltation Dam In HVHZ Outside NVHZPANJiunt Palmer 1 a. Therrna-Tru FberClssak and Smoorh•Star Nominal S&#39;8 8quotNon-NmpecAquok Opaque 12/3112021 No Yes No WA 6 f. Themes-Tru FberCiwak and Smooth,%r Nominal 88a'39;0 &quot;Non-Imled&quot Opaque 121311=21 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door (Inswing/Outewing; X configuration) Pnswng/Ouleaing; X configuration) search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of / 1/5/2018 FL#15225R4 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pogo 1 of i 1/5/2018 code ED1ZW Data Daw Dale penance 00% Coda End* or Data Paw Date Pe"M no MIRE Version ))lapg{&cp)rar Enoknem&LWnw Validated By Validated submitted FBCAoorovel Anpr9rea StsNs Iua Version tacap CpWact E-kraer&LAerpa Validated By Validated .Sylomillikod FOG Approval Approved steam Revision 2017 Therms -Tor Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12202617 Oa21/2017 12r=2017 Approved Revision 2017 Thers-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12/211=7 08212017 121=017 Approved Category: Exterior Exterior Dogs (419) 290-1740 Management instlWm (813) 767-6555 Category: Exterior Dam (419) 29&1740 Management Institute, (813) 7674W5 SubCarbpory: Swaging Exedor Doo,Assembliea ddoircowbldgwnshdmnts. Subcategory: Swinging Exterior Door Assemblies riclwfillirvbMgconsutents. Co mil lenu Method: Cart icaton Mark or Liang coin Comp arm s Method. Certifiratlon Mark or Listing corn FLs15226.R{Products Quality Afauramce Approved for Use Approved for Uw Iti¢34t Diselon FL31522544 Product Quakbr Assurance Approved for Dae Approved for Use impact .D! sken All" Product Model. Number or HER Product Description Contact Expraion Dam In HVHZ Outside .HVHZ Resistant Prossure erg# Product Model. Number or Name Product Degradation Contract Exmration Date In JIVE Outside HVHZ Resistant Pressure 1 a, &quctClassio-Crat&quota and &quotBenchmark by 6M and 8I0 Opaque and Glazed Fiberglass Door with 12/312021 No Yes No WA 5 e. &quohSwoN-SWr&quot and &quotBeachmark by OR and 8ro Opaque and Glazed Fberglew Door with 12/312021 No Yes NO WA Themne-Tro&quat and without Sidelies. Inswing and.Outswing Themr-hu&quct; and without Sideaes. Mewing and Ou(swing '., Search Crank FI315332-M Code 11I2e vemlon Manufacture Revision 2017 MI Windows and Dom Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registsred Architect or a Licensed Florida Professional Engineer FL4115332-R4 Products on-# Product Model. Number or Name 1 SERIES 420 ALUMINUM SGD m #l53„ tiym Version, Manufacturor Revision 2017 MI Windows and Doom Category: Exterior Doors SubCatapory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida RegismredArchtect or a Licensed Florida Professional Engineer FL#16332R4 Products Aga Product Madef. anmbar or Hama 5 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 c11 1=18 firift or Ra 20 Oats PSFKNM Data Code Corfu EngMm & Lksnsa Valhdad By Validated Submitted MO Ationval Approved sb>ns MUM Vital eu aainla&o91mr Smrd $singer Luis Roberto Lomas Steven M. Urich, PE 08113/M17 06/112017 08/152017 10/10=17 Approved Revision 2017 MI Windows and Doom (717) 365-330 PE-62514 (717) 317-8454 Category: Exterior Door: botlingerllimiwd.com subcategory: Sliding Exterior DoorAasemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#153324R4 Products Quality Assurance Approved for Use Approved for Use Product Descriolon Contract Expiration Dam in HVHZ Oublde HVHZ impact pahm Resof rd p(imou S-S Product Modell.NumberorName SERIES 420 ALUMINUM SOD OXO 12/312018 No Yea No WA 2 SERIES 420 ALUMINUM SGD 145-&4&gw"60&quot NONREINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 101 1=18 Enft or am 20 Dam Penman allig Cpllblot EnaMwrli,ywmm dBy Vendelsid Submitted FBCApproval A4 e4 am= Brent SlNnger Luis Roberto Lomas Steven M. Udch, PE 08/132017 08/112017 08/152017 10/10/2017 Approved (717) 3653300 PE62514 (717) 317-8454 bsatng.,Cmiwd.corrl 0imahL,Aerympfd Aoawd for Awrovd for Use Jmpafi DNIM Product Datedption Contract ExIolri Dab In KVHZ QUIZ ! Painful SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 No Yes No WA 143&quotx988quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R5 9911111 Ear j'ym Varelan huge CgOlgs Enakroar& Lkanw Vatldibd By Revision 2017 Ctopay, Building Products Company Mad Wesmmeid Inedek Testing Services NA, Gary PMrhbr Category: Exterior Doom (513) 7706062 Ino. (513) 5IM566 aubCalegory: Sectional Exterior Door Assemblies mwestsdleid¢sdopy.com CompNearm Matordc Certification Mad or Listing Aga Product Model. Number or Name Quarts Asset Produnat Gersodallion4.lmits�ESgket 85 085 W8.09 PAN-7163: 73, 75, 84A, 94, 42, 48, 428, 486, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 0521= 4RST, 6RST, Goss. GRSS, ARSS, EDSS W NDCODEB#174; W8 Garage Door Coda V anufacfror a1'p6 starers M Revkion 2017 PGT industries Calepory: Windows subcategory: Single Hung Compliance Method: Certification Mad or Letting FL#299-R25 Products (Emit Product Model. Number or Name 7 SH6600 (Large Missile Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation page 1 Of I Building Codes and Standards i1swis Product Approval Application Detail Eaw or Dift Daft Date Pearson go Gontaac! Enakwar & License V illdided By Valued §llP.mla40 FBC Agareval Ad stays Sam Sanger Luis Roberto Lamas Steven M. Urich, PE D8/132017 08/112017 081152017 IOII 2017 Approved (717) 36533W PE62514 (717) 317-8484 bsNngerCralwitcon Quality Assumnce Approved far Ifs Approved for Use hoed Design PMWOD"Crigom Contract Expiration Date in Outside HVHZ Resumnt Pressure SERIES 420 ALUMINUM SGD OX, XO, XX 12312018 No Yee No N/A 98&quotxSO&glrt NONREINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLa2QR11R2 220 Emden, or lum Vasslon i .E 9.�taps Ewlruwr&Liceree Validated av Revision 2017 Themur-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies riclav&wbidgcoucultams. Complla ce Method: Evaluation Report from a cons Florida Registered Architect or a Licensed Florida Professional Engineer FL1204fil Products Page i 1/5ao18 ILl a& D.E. Pahang 219 i( autmilfgg FBCApproval 6pproved Alps 10/152017 07/122017 10iltIM17 121122017 Approved cluster Aremerance Aaormad for Use Aman wed for Uss hoosot DI,, Sea: Product Model. Numhgr or Name product Deacrblbn Contract Expiration Date in M N2r OLKSIO HIM lassident Pressure 9 I. Theme -Thu Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotNon-Impactilquot; Gluzed 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Door (IMwig/Outewing; X configuration) FL02MI-M 1•yg$ yepiq{ Manufacture Contact Er elm er & License V it feted 8, Revision 2017 Thera Tn Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. Category: Exterior Doom (419) 298-1740 PE-43409 (813) 7676555 Subcategory: Swinging Exterior Door Assemblies rickwfillrwbidgconsutams. Compliww Method: Evaluation Report from a corn Florida Registered AmhRed or, a Licensed Florida Professional Engineer FL#20461R3 Products Dab Qy(p Data Ponca- 2sk 1(aIWHMfI submitted FBC Approves Approved stagM 12/13/2017 12/132017 122MOIT Pending FSC Approval QwON Awutance Approved for Use Aouroved far Use trisect )Design ant Product Modal. Number or Name Product Description contract Excitation Dote In HVH2 out" HVHZ Realistst PlainsEgg a 1. Themme-Tru FiberClasaic and Smooth -Star Nominal 6&"9;6 &quokNph-Inpad&quot; Glazed 12/312021 No Yes No WA Composite Edge Fibagiaw Slagle Door (Inswirg/Oubwig; X configuration) 3aaoh Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape i of 1 !'! 1re/2018 I FL#17747.R0 Cogs, EnW or DOW Qyg Date pfa dim DOW Maim Yamlim, MinufwWw carnet Enakwor&License, Validated By Validated submitted FW Avoroval Apprsrsg atika New 2014 Thera -Tor Corporation R9& Wright National Accredrtaon & Ryan J. King, P.E. 0720/201S 05/072015 072512015 Approved Category: Exterior Doors (419) 29&1740 Management Institute (813) 767-BW5 SubCetepory: Swinging Exterior Door Assemblies ddcw®rwbMpwnsulmets. Compliance Method: Certification Mad or Listing Corn Fe#/7747R0 Products QueNN Assurance Aopovd for Use Approved for Use Ina DWIon aegt Product Modal.NumberorName Product Description Contract Expiration Dab In HVHZ Walk%l9Ctli Rg„gat Pressure 1 a. Opaque Fbegtass Door Nominal 3&#39;0 x 7&#39;0 Opaque Fiberglass Door 07/312019 No Yes No WA - (Inswing / Outswing X Coafigumtions). Coda 111111% version mumfl5.91.{4L Revision 2017 MI W ndrwe and Doors Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Fudneect or a Licensed Florida Prolessbnal Engineer F1.1,161=4% Produeh: Swo Product Model. Number or No 3 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation pager on Building Codes and Standards 1152m6 Product Approval Application Detail Entity, or Data Data oath Penang DOW Contxt Endorser A License Valklatd By ValkinbuIl a1bmFBC Amrovel Approved $#An Brent Sh inger Luis Roberto Lomas Steven M. Udch, PE DB/13/2017 08/112017 08/152017 10/1012017 Approved (717)365-3300 PE-62514 (717)317-8464 bstengeramgrd.com Quality Assurance Appovd for Uw Apprn Impact paimd Product Description Contract Expiration Date in HvHZ Outside HVHZ Iteagmm Preeau ni SERIES 420 ALUMINUM SGD REINFORCED OXO 121312018 No Yes Na WA 145.3/4&quotxMilquot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 02 115Q018 FL#2M61R2 e40e Ewb or tw 299 Date PendflooILta jym Version Manuractu tee En,ktaar & Lkerw vatdaoed Na Yalleel9 SubmkW FW Apararv.all Aepm hill glee Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/162017 07/122017 10/182017 12/122017 Approved Category: Exterior Doors (419) 298-1740 PE43409 (813) 7676555 Subcategory: Swinging Exterior Door Assemblies riclovembldgoonsullants. Compliance Method: Evaluation Report from a 0prrh Florida Registered Arohifad or a Licensed Florida FAA20451R2 Profesabnal Engineer Products seat Product Model, Number or Name Product Description Quality Aseumme Contract Expiation Dab A---dfortree Approvd In KV outside for Use Interact Rwteert Pwwe 14 a. Thera-Tru FiberClaselc and SmoothSter Nominal 880139;0 &quotNon4mpaet&quot Glued 12/31/2020 No Yes No N/A Composite Edge Fiberglass Single Door (hhswi gthdramp; X configuration) FL#20461R3 Cock Entity pr DPI 21% 0921iondi M Data 7yy1! versionManufacturer cagy &Daher&& License Validated By Validated Submitted FBCAoproval Approved Site Revision 2017 Thera -Tor Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12I1S2017 121132017 121212017 ding FSC Appo Category: Exterior Doors (419) 298.1740 PE-43409 (813) 7676555 Subcategory: Swinging Exterior Door Assemblies rkkwQmbMgronsuhants. CompOrco Mated: Evaluation Report from a cons Florida Registered Archked or a Licensed Florida FL#20461R3 Professional Engineer Produces �� Product Model. Number or Nana Product Description Quality Contrast Exulmdon Data Approved for Use Aoaroved ln.HY g for Use Impac! Doi, Res P.rgbue 14 n. Thera -Tor FberCtswk and Smooth -Star Nominal S&#39;0 &quotNrm4mpact&qud; Gland 12/312021 No Yes No WA Composite Edge Fbmglaw Single Door (Inswirg/Outimmil X cenfgunlon) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 m, tl5/To/8 FLf7440R8 Code Entity or DDajg D:(g Deb Penaan paw m m Version Manufacturer cQtvtw t Enamarair & License yarMabd By Validated Submt(tgg FSC approval Appmreg aeBe Revision 2017 Thera -Tor Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10118=17 10/18/2017 1022/2017 12/12I2017 Approved Category: Ekterlor Doom (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies ddcwfilwbtlgoonsutanb. Complbhxa Method: Evaluation Report from a cep Florida Registered Architect or a Licensed Florida Professional Englneer F07610R8 Product 4uafthrAimmun- Approved for Ilse Apn[gred for Uw Impact Design a"## Product Model. Number or None Product Descrintlan contract EnHtalon Date ink Outside KVHZ Resists Pressure 1 a. &quotFberClassic&quot, &quotSmooMSmr&qud;, 68#39;8 &quotlmpact&quok Gtezed Fiberglass, 12/312021 No Yee Yes WA 8quotCtssekCrsftBquot or&qupi;CtesslcCmfi Single Door -(X) thawing or Oufswing Configuration Rusls&quot FU"9332R4 Code mm version manufactu Revision 2017 MI Windows and Doors Category: Exterior Doom subcategory: Sliding Exterior Door Assemblies Complishoo Metied: Evaluation Report from a Florida Registered Archaed or a Licensed Florida Professional Engineer FL#15332R4 Products Sao# Product Model. Number or Nauss 4 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page i or 1 115=18 Entity or Dats P4ffi Data Pwdm Deb cAnw Enakeur&License Validated By Valsuban FBC Aaproyel Approved Eggm Broth $Kli ger Luis Roberto Lomas Steven M. Ural PE 08/132017 08/1112017 08115M17 10/102017 Approved (717) 3653300 PE62514 (71-0 317-8454 bsMinger@miwd.mm Quality Aseum Approved fix Acranyieed for Imo lmml&S Deakin Product Description Contract Expiration Dab In HVHZ Outside KVHZ Resistant ,Prwwn SERIES 420 ALUMINUM $OD REINFORCED OX, 12/312018 No Yes No N/A XO, XX 96&quotx96&quot Florida Department of Business & Professional Regulation Page, or 1 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1=16 Building Codes and Standards 1/52018 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 19.1251.Rac 2292 shelter . t� Dal Dam PM- Bel m irRA±a ec 990 Emf or Del Bpi Dam Penaw ILl FIf16279.R5 Bats 292 DON Pending 21k 7ym Version Manufacturer C rhtsc Ewkear&License Valkiebd By Valuated submitted FBC Approval Aparroved Smum Iym version M,aaufagapLl contact EwMrwra Lkerrw Valldabd By Validated srbmNbd FBCAwroval Smhs Tim Vanlon Wnuhoguar Contact Engineer aLice ma Validated By Validated gWrmNbd FBC Approval Approved Shah Revision 2017 PGT Industries Dean Ruad Miami -Dade SCOO - CER Mlam4Dade SOCO - VAL 1220/2017 11282017 1225=17 Approved Revision 2017 Clopay, Building Products Company Marc Westerfield Intertak Testing Services NA, Gary Pkmhler 112a2017 08/102017 12/050117 Approved Revision 2017 Clopay Building Products Company Mark Waster6eM Intedek Testing Services NA, Gary Phonier 112912017 0&10/2017 12/052017 Approved Category: Exterior Doom (Mt) 48"100 (786) 315-2590 Cabagory: Exterior Doors (513) 7706062 Imo. (513) 51 "W6 Category: Exterior Doors (S13) 770-8062 Inc. (513) 5196568 Subcategory: Sliding Exterior Door Assemblies dnaduffipgtinduebtes.com Subcategory: Sectional Exterior Door Assemblies mwsetedfeu6oiopsy.com Subcategory: Sed'pnel Exterior Door Aswrrbliss prwestedfeidacdopey.com Complimce Method; Certification Mark or Listing Compliance Method: Certficetion Mad or Latin Compliance Method: Cerfifiraticn Mark or Listing FL#251429 Products F1.81527945 Produces Ft#'1527&RS Products chatty Assurance Approved for Use Approved for Use Imosst Design Quail& Assume Approved for We Aopo"d for Use be DDest n Quality Assurence Approved for Use Approved for Use I1 Deffgri r age Product Model. Number or Nam Product court Contract Exprstan Date In H{nf2 Pressure a"# Product Model. Number or Name Product Desumfigilial Contract Expiration Dift In HVHZ Q IRea Wnt Prawum Sao# Product Modet. Number or Product Descriglo Contract Exointlon Dam Igo outside j rP� 10 SGD-5570 (Large Merrill. Impact) Vinyl Sliding Glass Door 04/14/2021 Yes Yee Yes WA 37 D37 V45-09 PAN-2F151: 84A, 94, 73, 75,1500,190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'W wide) 05212028 No Yes No +30 PSF/-32 53 053 W5.16 PAN-2F153: 84A, M, 73, 75, 1500,190, 4RST, Steel Pan (min. 25 ga.) Doubts -Car (9'2'to 160' 05212028 No Yea No +30 PSF/-30 76V, 4RST, 4RSF, BRST, SRSF, 2RST, 40, 42, 65,488, 42B, 556, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED55, ED5SV WINDCODE&P174; W5 Gangs Door PSF 4RSF, 6RST, 6RSF, 48, 42, 55, 48S, 42B, 66S, GOSS, GD5SV, GR5S, GR5SV, ARSE, AR5SV, Eg5S, ED5SV wipe) WINOCODE&8174; W5 Geroge Door PSF search Criteria Coda Version, 2017 Fl fir., 251.10 papa I of 1 Florida Department of Business & Professional Regulation IPM18 Building Codes and Standards Product Approval Application Detail FL#1527946. Pew 206 woe panaw Data Cage Sadie or ymodw submitted EBCAwroval 9Bp,,et seem jym Varslm M®ggfac9prer Contact Enabaw&License Validated By 112a2017 OB/102017 12M&M17 Approved Revision 2017 Clopay Building Products Company Mark Westedrsid Immrtalc Testing Services NA, Gary Phmhter CamgOry: Exterior Donn (513) TM0 6062 Inc. (513) 51945W Subcategory: Sectional Exterior Door Assemblies nwreribrBeModopay.com Compliance Motlrd: Certification Mark or Listing FL4f1827MR5 Products Page,Of II 1512018 Date of" Dam Pendiw Date Validated Subm FIX Appmual Appeared alto lIrZMD17 08/102017 12/06=17 Approved Ap d for Use Approved M Use Ilm Onion Quality Assurance Approved for Uw Approved ter Use IM ggpl9g In HVHZ OuI1Ift HvHz Rate pressure sea Product Model. Number or Name p dgIg contract Expiration Date iLt02F. Outsus KVHZ Fare pygagre No Yee No +38 PSF142 102 102 W8-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Part (orb. 25 gar) Double -Car (97'to 167 05/21=8 No Yes No +37 PSF/-41 PSF 4RST, BRST, GOSS, GR5S, ARSS, EDSS wide) VANDCODE&0174; We Garage Door PSF Pepe 1 of i is wis FL#15M4t$ EmHv or a egg, Dab Penaw CaQg, Ewlrer &License Validated By 1 Manufacturer S V!@0MB0 3EIbmIRlF9 fll�rY ApBrgs9 t1mm IYpe Van an Dean Ruadr MtsmFDede WOO - CER Miami -Dade BCCO - VAL 1Z202017 12108/2017 1225/2017 Approved Revision 2017 MI Windows and Doom (941) 48"100 (788) 315-2590 Category: Windows dnerkkfillPgBndustrks.com subcategory: Horizontal Slider Complissce Method: Certification Mend or Listing RAIJI 51R5Products Quality Assurance Approvedfor rise Approved for Use Immgt ,Dealing Product DescriptionConrad Exdreifan flab 1, HVHZ Oubuo HvHZ Rffillm Pressure, saga Product Model. Number or Name Vinyl Single Hurd Window 07130=0 Yea Yes Yes WA 1 HS 188 Fin and Flange Frame Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagatofl II W2018 Embr or Dag Dab Pending Date Corded Enaiaear & License Valmkw By Validated Submitted FBC Aerpovr Approved States Brant SMnger American Amli tecAlrel Steven W Urich, PE 01/032018 01/032018 Validated (717) 365-3300 Manufacturers Association (717) 317S464 bstangarfilmiW.con Quality Assure Approved for rise Approved for Use Impact Deal= Product Description Comtact Exelrsem Dab in Outside HVHZ Resistant Prgepte 73x62 Insulated Glass 02116,2019 No Yes No +551.56 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FUN1a374R7 140E Este or Data Deg Dam panaw try: IYpa Version ManufeviuQr Contact Enakrer & License Validated Sr y# wdgd Submi FW ARprove( ADusye9 stabs Revision 2017 CURRIES D&Islon of AADG, Inc, Dedic Dave UL LLC Ted Bergin, PE 1113012017 102WM17 12tMO17 Approved Category: Exterior Doom (641) 494-2844 (305) 8684707 subcategory: Exterior Door Components dave-dediclihaswabby.co Compliance Method: Certification Mark or Listing in FL#115374t7 Products Quarter Areams Approved for use Amacvd for Usa Impact f2esion, sea Product Model. Newer or Name ProductDoscriptlari cowaet Expiration Dam 1gHvHZ Outside HVHZ litesibiland Pressure 1 507, 707, 727, 747, and S47 Single and Palm of Doom Flush, Glued, and Louvered single and pairs of 12/312025 Yea Yes Yes WA hollow metal doom. FIL113 a Coda I10112 Version MBOutectu Revision 2017 W Windows and Doors Category: Wndows subcategory: Fled Compliance Method: Certification, Mad or Listing FL#IW4%M Products area Product Model. Number or Name 1 186 PW Florida Department of Business & Professional Regulation Pape I Of I Building Codes and Standards 11wola Product Approval Application Detail Entity or Dag Dam PendiwDOW Contset Engkarr & License V lkIRW By Valklatted SubmMed FBC Awrovel Ao,*,,a STRUM, Sant Siding., American Architectural Steven M. Udch, PE 12/3112D17 12/312017 01/042018 Approved (717) 365 MO Manulacbrers Awodation (717) 317-8454 bsiNMgeriliInawd.com Quality Assurance Approved for Use Approved for Use iiagm melon Product Deruirliptim Contract Exolretion Dam In Outside HYRZ Restfully preasoM 73 x 721nsulated Glass 0410=18 No Yes No +6D/60 "74994U Code MUM Version Manufacturer Review 2017 MI Windows and Doors Category: Wait - Suborner": Single Hung Competence Method: Carthka on Mark or Listing I'LiH74119,82 Products 221111 Product Model. Numbs7pr Nome 2 1858H Fe!,A3_RM COOS aym version Manufacturer Review 2017 PGT Industries Category: Windows SubCab9ory: Fixed Compliance Metuod: Cedificatkn Man or LkBng FL#2434t2Q Products seat ProductMaml.NumbaorNamo 9 PW-5520 (Lame Missile Inped) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape i of 1 i152018 Eirther or Dab. Data Dal Penaw RW Consist Engineer & Lkanw validated Na Validated submitted FBC Approval Approved atom Brent SNnper Amsmum ArgNmUun1 Steven M. Urich, PE 122WM17 12/132017 Validated (717)36533DO Manufacturers Association (717)317-8454 bstlioraQ.1od.c m Ocala Aeauranee ADprwd for Use Anorcad for Use Impact Design Procked Description Contract Expiration Dabe In HVHZ outsgaHVKZ Registers Perm 52.84 Fir0langs Frame IG/SG Slagle Hung 10AW"I8 No Yee No +61Y60 Florida Department of Business & Professional Regulation Inge I or, Building Codes and Standards vs2ole Product Approval Application Detail EMih or D Kist Dds Pension Cooled Engines&License VetldtedBy Valuated Submitted FBCApproval Asuirov d AMR Dean Rued MIemi BCCO -CER MiamFDads aCCO- VAL 12202D17 12/08/2017 121252017 Approved (941) 48"100 (786) 315-2590 dmadcisppOndusUfas.com Quality Aawrenee Approved for use Approved for Use impffit D.gFmt Product DescriptionCOMract Emirstlan Dam In HVHZ Outside HYHZ Sgdslat Pressure Vinyl Fired Wndow 04I302020 Yes Yes Yes WA () C in _ M 0 a �e Q Q = 0 0 C .� cu }r ^+ a- O cu '^ a^+ O 0 O C O W O CU O .� _) O O C /^CU �` /�) NO CIO 1111111 caaaaa CIO L. 0 ZD M` 0 CIO o- n W W Q z z Q J SHEET NO. PA 1.1 N > C U O -a--a N lL O 4- }j Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga i a t 1152018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t ot, I/5/mm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page, of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel Of I 115rmis _ ♦ V U O O L O Q O O U O 4..r 4_ ICU O v I Tt (n _ CIO / O� FUJIM53•13 Code Entity or Dole 04% Dose Pending 17,g� Type vealq!! IIC C4➢fl4i ,EDaIDf4G Validaed By V Sri P$C, Abspoval Approved AVAR Revaion 2017 MI W dowa and Dw Brent Still Luis R Lomas, PE Steven M. UrIch, PE 10232017 10/162017 10262017 12/122D17 Approved FL9381R11 ,Code Enft or D!g 282 Date Pending 040 Type Version l r SidOtaI11 Emkwar&License ( Approved stab, Revision 2017 PGT Industries Dean Ruad Miami -Dade acco- CER Miarr*Doda BCOO - VAL 12MWM17 11/1&2017 12A192017 Approved FLi1319IR5 code EndW or 00% Do- bah Pend" Deb mas YMI Manufacturer C40195t Enakwar&License Submitted FBQ ADDrOV3111 Acerpred $true Frankton 2017 James Hardie Bulkring Products, Inc. Pingsheng Zhu Ronald I.Ogawa John Southard, P.E. 06.252017 0=92017 GMBM017 10/102017 Approved FL913192•i15 Code Entity or Data Date Data Pending Daft Tme vans Enokwer&Liceme V IkkA dBy Yalldatad $rbmlttad FBC Atonal Apoward AMR Revision 2017 James Hardie Building Produce, Inc. Pingsheng Zhu Ronald I.Ogawa John Southard, P.E. 08252017 (ISM2017 06/282017 1D/1012017 Approved FL911i35&N3 Products Categoryows : Wind subcategory: Mullions Compliance McNed: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (717) 3853300 PE-M14 (717) 317-8454 beitringer(Mmlad.00m F1.12614t11 Produce Ote4$ Category: Windows Subcategory: Mullions Compliance Metled: Codification Mark or Lieddg (941) 4W-0100 (786) 315-25N druarkrspgtindustrbe.com Quality Awummoa Contract Excitation Dato Aoorwad for Use Approved for Use 1, HvHi Inum Resistant Design d!aesprs. FL913192R5 Products category: Panel Walls Subcategory: Siding Evaluation Licensed m a Compliance Mred Arch Florida Registered Artliked or a Licensed Florida Professional Engineer (909) 349-2927 PE-24121 (352) 367-2526 pingsheigshuClamester die.wm F1.11311kZR5 Praduce Cats": Parrot Wage SubCategory: Siding Motlwd: Evacuation Report l a Frlda Inbred Architect or a Licensed Fbride Florida Professional Engineer (909) 349-2927 PE-24121 (352) 367-2526 pingahergshuesjameshar die.conn V A E V J ^ 1 �, OCU $gq$ Product MOW. Number or Name QMW IW Assurance Contact Expiration Date Approved for Use Aoorovad I NVF� outside for Una Im a Dolan pnswum 1 Mullions for All Doors and Windows AWminwn Mullions 05/362021 Yes Yes Yes WAA-- sea g Product Model. Number or Name Quirkier A Product Description Contract Expiration Dale U Averovad for Use Approved Use in HVFu outside HVHZ Inspect $gyytJS n P19lum $99i Product Model. Haunter or Narre QuaBN Amnnee P COMrect Emiratlon Data Approved for Una Apmovod for Use lmow In Outside HVH2 a«I.ta"t D�ii Pressum 2 5764 Vertical Aluminum Mullion 121312018 No Yes Yes WA 1 Cempbnk Lop Siding fther-cement lap siding 12/312020 Yes Yes WA WA 2 HardiePenk Lap Siding filer -cement lap siding 121312020 Yes Yes WA N/A search Grand, Florida Department of Business & Professional Regulation Pop I of I Florida Department of Business & Professional Regulation Pop I Of Florida Department of Business & Professional Regulation Page i a i Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 115=18 Building Codes and Standards 11&2018 Building Codes and Standards I/awle Building Codes and Standards 1r52o,e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL113353-1113 FLM14R11 FLf1319I413 FL91119I•RB code Entity or DDOW DDeg DOA Pending Dam C Entiffir or D-to, Dig Data Pendina Dig Code EntE Av or Bob Data Dab Penciling Daft COde Entity or now Do* Bob, Pendng 040 Type Version Manufacture Contact Emlmer & Llcsnw Vatdand By Validated Submitted FBC Approval Aeprsyed $Lp8 jyoe Varaion Manufacturer Contact Erminwr& Lieerise Validated By ypegpded Submitted Fac Allmni A stable Typo Version Manufactu Enakraor & Lkame Valldatod By ValklMd Submitted FBC Approval A1111t@C4d AMR mm ver_elon et- carried Enterer & License Validated By Validated Submitted FOGAcenovat App.Ozxed $tatita Revision 2017 MI Window® and Doors Category: Wndows subcategory: Mullions Compfience Method: Evaluation Report from a Brent Stringer Luis R Lomas, PE Steven M. Urirh, PE (717) 366-33M PE62514 (717) 317.84M b9klingerrllimMM.cmn 10232017 10/162017 10262017 12/121Z017 Approved Revision 2017 PGT Industries Category: Windows Su bCate9pry: Mullions Complhnce Method: Certification, Mad or Lefirig Dean Ruark Mlam4Dade BCCO- CER Miami -Dade BCCO - VAL (941) 486-0100 (786) 315.25W dmadk®pgtnduatrlea.com 12/052017 11/1512017 1 ZM017 Approved Revhbn 2017 James Hardie Building Products, Im Category: Panel Wells SulCategory:Sidhis CmnplWce Method: Evaluation Report from a Pingsheng Zhu Ronald I. Clime John Southard, P.E. (909) 3492927 PE-24121 (352) 367-2526 pingaiwg.zhu lemeshar dle.com 0825=17 OOM92017 08282017 I D1102017 Approved Revision 2017 James Hardie Building Products, Inc. Category: Panel Waft SubCatepory: Siding Compliance Mehod: Evaluation Report from a Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. (909) 349-2927 PE-24121 (352) 357-2526 Png n u amen ar ril— 08252017 0artiwni7 08282017 10/102017 Approved Florida Registered Archled Ora Licensed Florida Florida Registered! Architect Or a Licensed Florida Florida Registered Amhted or a Licensed Florida Professional Engineer FLOI814t11 Produds Professional Engineer Professional Engineer w $lip,$ Product Model. Named or Name Quality Assuance Product Doeadotbn Aoaroved for Use Approved for Use. In XVN2 Outolds HVHZ INBB9t Design FL913192R5 Produda FTJM3192Rb Produce >�$ Product ModN.Number or Name rdwcpEAaeutaBtB Product DeecripllOn Contract Expiration Date Alrprsyed teLSts Aowwad In fNNZ OWWe for Use HV1Q I!� Rrkhm PDookorressure Proseure I Mullions for All Doors and Windows Aluminum Mullions 05r-WD21 Yea Yes Yes WA S.epd Product lbdel.NarnberorName Quake Assurance Product Description Contract Exdrstlon Dab Anprin for Use Approved for lice in HVf¢ Oulake NVFIZ lrsPSat Resistant P Preeaun Sears Product Modal. NumMror Nand ProductDwcdption C9Mrsd Expiation lute Apwwod for else Aoorwad for Use Ime in HY`HZ Oneida NVlfZ Reseal rrt Dow- P 2 5764 Vertical Aluminum Mullion 12/312018 No Yes Yes N/A I Cempli Lop Skiing iber-cement lap sldinp 12f312020 Yes Yes WA N/A 2 HardiePank Lap Siding fiber -cement lap siding 12/312020 Yee Yes N/A WA Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page I a 1 Florida Department of Business & Professional Regulation Pap 1 of I Florida Department of Business & Professional Regulation Page 1 a i Building Codes and Standards 1/5rm18 Building Codes and Standards 115 m+a Building Codes and Standards 1/82o1e Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F Ra Cod. Emil Do* Doe Dab Panting 20 tasf521I•ItS Cod. Entity w go DOW Dab Pandla Dolto F1gL902 Code Enthar Or Dow Cis$ Dale pxrNna go FLa123284U 94411 EntityLg ofta D, W Dab Pending Q;arte Type YM m Manuhebror cpntaei Emkrsr & Lk— Validated Br validated Submitted FBC Abl roval Approved Awn Typeyolton Muwkcwnr Cagy Enalnaar & Liwr w Validated By Validated submkw FBC Approval Apennod Iwo LM Voielon lieffiftaw CpEnpkrear & Lkanse Validated By Validated Subm F8C Aoorovat A8g)pygQ AMR jvge Vadalon Mmuhctunr Conrad Enakwer & Lkoma ValWabd By vaikkbd ${bpi FBC Approval Apt AMR Revision 2017 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101042017 10/032017 10/11/2017 121122017 Approved Revision 2017 Abdo Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/042017 1DIO312017 10/112017 1211=017 Approved Revision 2017 GAF Michael 3teh Robert Niemkian John W. Knec-1.1r, PE D9272017 09202017 092&72017 12/122D17 Approved Revision 2017 TAMKO Building Produce, Inc. Kant Eden Zachary R. Priest Locks Bowden 10/192017 10/052017 i0/20f2017 12/122017 Approved Category: Panel Wags Subcategory: Soffits Soffits (330) 922-2389 PE-43409 (813) 7676558 nthornpeonillaiski Category: Panel Walls Subcategory: Sokks (330) 922-2389 PE-43409 (813) 7676555 nthompwniliraabide.wm Category: Roofing Subcategory: Asphalt Shingles (800) 766-3411 PE-59166 (954) 7726224 nrstfeh4gat.wm Category: Roofing SufhCabpory: Underlaymane (417) 6246644 PE-74021 (334) 300-1800 kerrLedenarlamirro.com all Compliance MWmd; Evaluation Report from a Compihme Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Ambled or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Regulated Architect or a Licensed Florida Professional Engineer Professional E"I eer Professional Engineer Professional Engineer FLM3272R2 Product FL9HSI7IR2 Product FLa101ILR20 ProductsFL91I3I6-R8 Products Ssp! Product Modal. Neuter or Name Quality Asex urae Product Description contract Exdredon A� Aper-od Date In NVH2 for � Outside HVN2 IMM tj DesigngWIN Pwuuw 1211 Prockd Model. Number Or Name Assurance Produce Descrfabon Contract ExplMbn lute Approved foruoo AppLpy�se In HVHZ OueWe HVHZ Im Rseietem Dookin Pressure ,§9-99 Product Moriel. Number or Narne Quallev Antim Prodret WecrioOon COMad Emintlon Aowonmd far Use Aomoved for use Wa in HVHZ Outside HVHZ IMRW Ji�lw xi )"ipg Pressure $egg Product MgdN. NurMrer or Name Quality Assumrrm Product Doscriokon Conrad ExokA#w Dab Approved for use ppwoved for use Imp)■ In,l.� Oneida HVHZ Prreaurs 1 a. &quot2T&quot Soffit Vent or Solid Vinyl Soft 12/312020 No Yes No WA 2 b. &quotA]IWM T4&quot: Soffit Vent or Said Vinyl Soffit 12)312020 No Yes No WA 1 GAF Asphalt Roof Shingies Fiberglass reinforced 3-tab, laminated, 54ab and 102012018 hip/ridge asphalt shingles No Yes WA WA 6 No. 15 UL Asphalt saturated organic fall 01/072019 Yes Yes WA WA Search Cried, Florida Department of Business & Professional Regulation Ppa 1 a I Florida Department of Business & Professional Regulation Paga i al Florida Department of Business & Professional Regulation Pepe t at Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1152018 Building Codes and Standards 115018 Building Codes and Standards 1=18 Building Codes and Standards s2o1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLa16919•RI Code EMib Or ode Pik lute Pending Deb FLf18816RI Cie $"Itty Do* 20 Wb Pendirm Dreg FLt18918RI C EFB,�Qr Dow cats one partitive 291 FL31891&R2 92a 292 DOW Dab PerMire Daft T1flitia Version Menufwhm C r� Emkew&Lkome ValMotdBy Vatdamd Submitted FBC A-1 A,,rgyed Sera Tyes Marston Manufacturer CgbSgA Emheer&Lkerae Validated By Vatlddw Sales FOC,A■LoyBj Armed status Ty Version Monurartu contact Enka &home Vailtlabd By Validated Sub edNl FBC Aaoroval Apt saner Tvw Version eLnufactu Engineer &License ValWaed By Vaildand Submitted PBC Amrowl Apgayffi $h rah Rove -on 2017 LV. Thonpsen, Inc ribs Thompson ArehXeelunl Metals Company (TAMCO) Tony Chrhlman Zachary R. Prestt Looks Bowden (813) 2483456 PE-74021 (334) 3OD-1800 10/10r1017 10/102017 10/172017 121122D17 Approved Revision 2017 LV. Thompson, Irra ribs Thompson Architectural Metals Company (TAMCO) Tony Christman Zachary R. Priest Locke Bowden (813) 24634% PE-74021 (334) 300-1800 10/102017 10/102017 10/17=17 1211212017 Approved Revision 2017 L.V. Thompson, hie dba Thompson Architectural Metals Company (TAMCO) Tony Christman Zachary R. Palest Locke Bowden (813) 248-3456 PE-74021 (334) 300-1800 1011=017 10/10/2017 10/172017 12/122017 Approved Review 2017 L.V. Thompson, Inc dbe Thompson ArdiitaWral Metals Company (TAMCO) Tony Christman Zachary R. Priest Locke Bowden (813) 248J456 PE-74021 (334) 300-18W 1DIIW2017 1011OM17 10/172017 12/12/2017 Approved Category: Roofing twryaganetakoo6ng.com Category: Roofing tonyCgometakooMg.com Category: Roofing tonyrsgometatroofing.com Category: Roofing tonytillgometaloofing.com SubCabgmy: Roofing Accessories that are an Subcategory: Roofing Accessories that am an Subcategory: Roofing Accessories that are an Subcategory: Roofing Accessories that are an Integra) Part ofthe Roofing System hdegml Pad of the Roofing System Integral Part of Lie Roofing System Integral Part of tee Roofing System Compliance Moll Evaluation Report from a Compliance Method: Evaluation Report from a compliance Mehod: Evaluation Report from a Compliance Mollmd: Evaluation Report from a Florida Registered Archiect or a Licensed Florida Professional Engineer Florida Registered Amhkect or a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florida Pm1realrnal Engineer Florida Registered Archhed or a Licensed Florida Professional Engineer Quality Aseursnce Acenov dfor We Approved for Use [,,ad Dolan FL81891B4t2 Products Quality Assurance Approved for Use Approved for Use 1m Design EUU69184U Products Qmgty Aseurance Approved for Use, Approved for Use fares DOOM, Emig+BR3 Prgdtiee Quality Assurance Approved for Una Approved for Use IDI■c.4 D.lokan Asp& Product Modal. Number or Name ContractExpirationflato In HVHZ Oneida HVHZ Resistant Pressure 22" Product Model. Number or Name PmdM Deactliption Contract Exabration Date In HVHZ Dp$ifta. Resistant Pressure 3iml Product Modal. Number or Name Product Degradation Contract Exelmi Date In HVHZ outside NVHZ Rest PilMaum ami Product Maid. Number or Name Product DescrioBon Contract Excitation Data 1, HVHZ gltsideHVHz Resident Cres■a, 1 TAMCO Flat Top Oa-Ridger Vent with Battle for Tile 26 go. static rod ventilator with bait OW092026 Yes Yee WA WA 2 TAMOO Gooseneck Vent 28 go. OOMM026 No Yes WA t0/62.5 3 TAMCO OffRkga ROOF Vent with Battle 26 go. trade roof ventietor with Integrated bash 09/092026 Yes Yes WA WA 4 TAMCO Round Top Off Ridge Vent with Battle for TBe 26 go. stark roof ventiolor with belie 09109,2026 Yes Yea WA WA -al'affaij L. 0 ^�/\nj��`�' Florida Department of Business & Professional Regulation Building Codes and Standards page I a I 115MI8 Florida Department of Business & Professional Regulation Building Codes and Standards page, aI 115=16 Florida Department of Business & Professional Regulation Building Codes and Standards Page, or t 115MI8 Florida Department of Business & Professional Regulation Building Codes and Standards Page I a1 srzme _ a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail RLaI1580•R1 FL917IOI•R3 FLf7M9R11 PJ,O80R17 Inds EwM or Dam Date new PadMing Date Code I`-1n i$Lpr Darts Qua Wk Pendirw Ders Cam@ Entity or Dow gog now Pending DOW C Entity M 2$ p3k Date Pendm DOW Type Version Revision 2017 Manufacturer Florida Metal Products Inc. category: Roofing SubCabpory: Roofing Accessories that am an Integral Pad ofthe Roofing System Contact Erwimer&Lkawe Validated Br Clad Jones James L Bucker, P.E.Q Michael John Romer, (904) 783-841M CBUCK Ergineedg P.E. ciadklll8rrrnoc om PE-31242 (561) 414-7557 Validated Sig 10252017 10/052017 FBC Approval 10272017 Appresed 12/122017 AM Approved Was, Version Revision 2017 Manufacture Lomanw, Inc Category: Roofing Subcategory: Roofing Accessories that am an Integral Part of the Roofing System Cppkc! Enalmor&Lkenw Validated By Andrew Cater James L Buckner, P.E. Steven M. Urich, PE (501) 9826511 PE31242 (717) 317-8454 acekrfilknanco-com Validated Submitted FBC Approval 12/1812017 Approvy9 sneer R"pply Ty Vaalon Revision 2017 ManWxbror Bond Roofing I MonierLifeNe Category: Roofing Subcategory: Roofing Tics Compliance Method: Evaluation Report from a Comic Engkra&Lko—yalmow By Thomas Jemmet MPMO Uniform Evaluation Gary W. Walker (602) 269-2288 Services LLC. (205) 854-0160 thomaejertmietesbonLce m Va1MWd But), tl FEC Approval 10118=17 10/08/2017 A,—,d 10/212017 smar Approved Typo Version Revision 2017 Manufacb Borst Roofing f MonieUfetke Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a EmAntar&License V.Ikbd dBy Thomas Jamrmtt IAPMO Uniform Evaluation Gary W. Walker (602) 2692288 Services LLC. (205) 854-0160 thomaelammelttesbonl.w Validated Submitted FBC Approval A once da 1 O/18/2017 10106=17 10212017 Sbglg Approved O �- FL#216BMI Product, Compliance Method: Evakation Report from a Florida Registered Architect or a Licensed FkVida Professional Enghaor FLa17202R3 Compliance Method: Evaleatioo Report from a Florida Registered Architect or a Licensed FWWa Professional Engineer Produpe F11178494Rtf Products Product Evaluation Entity Quake Aawrsnce Approver'-[g,Uss Approve fm Ug Imeset D-Iml FLR849R11 Product Product Evaluation Err* Quality Assunrca Abrogates for Use Approved for Use forced Deflan Cz l,l % Product Modal. Number or Name Produt Description Conrad Exalrstlon Dab i1 Oumkle NVNZ Resie preseum 11221 Product Model. Number or Name E d!> I Conrad Expiration Dab In Outside HVH2 ROdltpffi Preaum, ieffia 3 Product Modal. NuanMr w llama 3 - FLAMOO &quotRV 10 Ridge Vemt&quot Quality AsationD Aluminum Ridge Vents for pitched rook fabricated 121312020 ApwIn HYM Liao Apwolred lD.11Y!!Z No krUse Yes Ill No Posers P.rsesuta WA 3Ha! 1 Product Made. Nunharor Name Dedk-Atr i DA-4 Quallb Assurance Pam- Low Profle, Polypropylene Plastic, Rod Vent 071102019 Appro HVHZ Use ApprovedforUse ID.tlYl1L No Yes imaut Resistant No P—uowlan +97.5f-97.5 27 VN9900 Medium Profits -Winer 10/0412018 No Yes WA WA 28 Ville 900 Modem profile -Lake Wales, FL 10/0412018 No Yes WA WA +J $eaSSBGrail search CrNente from 0.025 Alumkwm Mechanically Attached to Plywood Deck. O (D U) Florida Department of Business & Professional Regulation Page 1 on Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page t a t Florida Department of Business & Professional Regulation Page, ot+ M Building Codes and Standards 115=18 Building Codes and Standards 1/520,a Building Codes and Standards 1=18 Building Codes and Standards 115=18 M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Uj FL117949R71 2202 Type Vprelen IaDgta9$!aL Enm contest Engineer & Lir®mo Validated By !ice 20 Validated Subml d Date Parisi FBC Approve Dow AD Star" FLlf549.R17 gob Ursa Version Manutacbror Entity a C8djt Enakwar & Liparu9 Validated By Do" 120 DebPendna VaNdOW Submitted FBC Abowd Do" Aepro"d slows ],� Cod. Type Version Manufeetner Entf4:p[ contact E9Okwar & Lkeme Vessel By go m WbPaedim Validated $lrsml d FBC Aborovol 20 Approved $tang. E 11 99111 Type Version ManufactrulrsL Ends, Contract Edntheer & Lkema Validated By 281 Data PAMPMM- M validated SrA9rged FBC Approval AppmYe2 stable Q Ravhion 2017 Sorel Roofing / MoniedJfWe Category; Roofing Thomas Jammed IAPMO Unifom Evaluation Gary W. Warder (602) 269-2288 eeMas LLC. (205) 854-0160 10/18M17 10106/2017 10212D77 Approved Revision 2017 Boni Roofing / Monert ifetle Category: Roofing Thomas Jemmet IAPMO uniform Evaluation Gary W. Wake MM 209-2266 Services LLC. (205) 654-0180 10/182017 IQMW017 10212017 Approved Revision 2017 Bonl Roofing / Monied -daae Category: Roofing Thomas Jammet IAPM0 Uniform Evaluation Gary W. Walker (802) 289-2288 Sanlces LLC. (205) 854-0180 10/18M17 IOMS 2017 102112017 Approved Revision 2017 Boral Roofing I MonierLffeSe Category: Roofing Thomas Jammed u1PMO Uniform Evalation Gary W. Walker ( rv=65"160 10/182017 10/06/2017 1021/2017 Approved � z Subcategory: Roofing Tiles t omaslemmettillboraLoo Subcategory: Roofing Tlke thonas.lem eMboral.w Subcategory: Roofing Tlles thomes.Jemmettesboml.w suhCabpory: Roofing Tiles thomaa.jeranne lbonLw Compth ram Method: Evaluation Report from a m Compliance Mature: Evaluation Report from a 1n Cpmplame eathod: Evaluation Report from a m ComplWro Melhgd: Evaluation Report from a On z Product Evaluation Entity Product Evolution Entity Product Evaluation Entity Product Evaluation Enka FASTA494UI Produce FLAM9R11 Produce FLRrB49Rt1 Produda FLi7tN9R77 Produce J Sege Product Model. Number w Nance Qualhr Assumaira pnxwpmd Contract Expiration Oft A,,Aowoved le outswoi fw Uw Imboat litipalstiort fly prwum $es.! ProdwAModel. Number orNates Q althr Assurance Conked Excretion lute Apwoved for Use Approved for Use ht hl outside RM bnmt Resistant Boston Praxurs 1111112 Prodet Model. Number w Nam Quality Anumbas Product DwricUm Contract Expiration Dartar Approved for the Approved for the In outside osMldt.HVRZ Im■at ROIsbnt Dollar, Pry 22911 Product Modal. Number" OLwA 1 PmAxtowdEem cooled agairdtm Dole Approved for use Approved for Use, !m■at d,,FNF¢ oublds HVHZ Rashes Boston PteseYa IZ 16 Saxony 900 Flat Profile - Rialto, CA 10/042018 No Yes WA WA 17 Saxony 900 - Country Sete, Hartford Slate, Shake, Slab, Fiat Profile - Stockton, CA 10/042018 No Yes WA WA 18 Saxony 900 - Country stale, Shake &amp; Sete Fat Profits - Henderson, NV 10/04/2018 No Yes WA WA 19 Saxony 900 - Country see, Shake, State Ito p; Split Fiat Profile - Lake Wales, FL 10/0 MIS No Yes WA WA Spit OW English The" Shake SHEET NO. Searchsdtaft BaKeh j I Saw" C'Nooft PA 1.2 =Cdt.61 4-0 N �. -CD > N O N Q. 0 _ oa -� U O 0- p ages Florida Department of Business & Professional Regulation Page, of 1 Florida Department of Business & Professional Regulation Pape I of I p eg Florida Department of Business & Professional Regulation Pepe l a l P e9 Florida Department of Business & Professional Regulation Pa e9 Pape 1 a I Building Codes and Standards +/srmla Building Codes and Standards +15=+6 Building Codes and Standards +/s/2o18 Building Codes and Standards +152de6 � V (a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O _0 ELO 0 C: O I'S31f44:Htt FLe150T6R6 FL815876R5 fL8/7681FRi Goes Emm m 20 Delta Pa Date ndim Data Code E ar Data Qeg Data Pandim Data Code E"W a Dew �g Dow P-9- DOW Cods sty DW D� Derr PaMim D� /{� Type Vw_swn Mepl L Cgm�g Engineer 8 ueerw Yatidabd Br Y SubmittedM Approval �e9 Stilga Iyg Version Unubowm Cenlatd Validated By Y Su FBC ADDEQM Appngyed Elba mm version iLDufactnow Comteg �16441.&License Yalidewd By Y Submitted E at AggdSS!$ $L9E lea Version i i Cgs ED01�i. Validated By y Submitted 9 FOO AApg�gd $tetee \ y O �� 8„a� � y Revision 2017 Borst Roof" / MonedJfssw Thames Jemme6 L4PMO Uniform Evaluation Gary W. Walker 10/1a2017 IOIOW017 1=112D17 Approved Revision 2017 Global Protection Products, LLC. Tim Robinson We9er A. TBB Jr., P.E. John W. Knezevich, PE 8/2 09/0017 08/31I2017 09/112017 12/122017 Approved ReWskin 2017 Global Protection Products, LLC. Ten Robinson Walter A TNB Jr., P.E. John W. KnaxeVidl, PE 09AM017 08131/2017 09/1 W017 12112/2017 Approved Revision 2017 All American Shutters and Glees Mike Berbied Frank L. Bennado, P.E Troy Bishop, P.E. 102012017 Re-Agay `fiY[ Q Category: Roofing Subcategory: Roofing Tiles (W2) 269-2288 Services U.C. (205) 854-0160 thomas.lemmeltiiiboral.co Category: Shutters Subcategory: Storm Panels (964) 0W7545 PE44167 (954) 772$224 tan.robhsonCgppent.com Category: Shutters Subcategory: Storm Panels (964) 689-7545 PE-44167 (954) 772-6224 fkn.robinsoniftpPentcan Category: Shutters Subcategory: Storm Pa.[.mikebgallamerkanshulte (561) 712-9882 PE-0048649 (9S4) 941-MO E W 0 Compliance Madmi : Evaluation Report from a m ComplianceCompliance, Method: Evaluation Report from a ComplianMethod: Evaluation Report from a Compliance Method: Evaluation Report from a Mourn L Product Evaluation Entity Florida Registered Architect or a Licensed Florida Florida Regkdared Architect or a Licensed Florkle Florida Registered Archdect or a Licensed Florida '^ V ) FI.,i76ssR11 Protluuda Professional Engineer Professional Engloaer FLa178H1-RI Produ Professional Engloaer 9.0 # ProduetMo". Number w Name Qbeilb, A-- Product Description Contract Expiration Oda Aoormred ter Use Anoroved in for Ilea Impact HVHZ g $aunt Prostates 151.I1150711R5 Produc ts Oualib Assurance Approved for Use Approval for Uw Impact Darters FL1H507&RS P Area Quality Awreance Approved for U Approved for Use ineract Design ces O-Ift, Assurance Aowoved for Uw A—,d for Use IffloaCt Deakin 20 Saxony 90D - Shake &amp; Slew Flat Profile -Lathrop, CA 10104JM18 No Yes WA WA 1221 Produothlodel.Numberor Name IsnoductDoorcriodon Contract Expiration Dais IttlARli out"HVHZ Sleissold Pressure 11e9.$ Pradrrot Morel. Number or Nam Product Dsecdo6an Contract Expiration Date In HVHZ I?. Hi Reallobint PLo4R. 1291 Product Model. Number or No Product Deacrludion ContraetEadrothm Deb In HVHZ Carom HVH2 tiaLft Pressure 1 20 Gage Galvanized Steel Stem PsneIs1HVHZ Corrugated Galvanized Steel Stow Panels retained 12/31/2019 Yes Yes Yes NIA 2 24 Gage Galvanized Steal Siam Pa-WNHVHZ Corrugated Galvanized Steel Stour Panels retained 12/312019 No Yes Yes WA 1 229a &amp; 2499 Galvanized Steel Storm Panels 22ga &amp; 24ga Galvanized Steel Storm Panels 12/31/2018 No Yes Yes WA or not by tracks to provide hurricane protection. or not by tracks to provide hurricane prowctim. ILI Search creed. sarehcdwde Florida Department of Business & Professional Regulation Naga 1 of, Florida Department of Business & Professional Regulation Page I or, Florida Department of Business & Professional Regulation Pegs i o , Florida Department of Business & Professional Regulation page 1 Of 1 Building Codes and Standards 115rm+s Building Codes and Standards 115=18 Building Codes and Standards 1152018 Building Codes and Standards I/Swe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ISi74994" Cade Pig 291 2ok Daft perdina IM ! Cgd_e Entity g Data 2di Dew Pending 20 FLAM19994till,fl�]@99R6 Code Entry or 20 1291 Date Prinding 21h Code Entity or Daft 22k Dew Psnclina Dec. Itlgyor's i Vanuwctvrar Contact Engbwr & Limme submitted FBC Approval Stot" mm vg}jQB Manufacturer Cif En lwir & Lkaraeyaiwaw By Validated Subm8gq$ FBC AcamovN Avaroved statm mm Version Manufacturer Engineer & Lkame Validated By Vykt*gg Submitted FBC Approval ADDraved St"A mall version Mam"(4311 Enalwor & Lkarw Validated By VNMatad Submit FM Approval Approved St*bA Revhian 2017 ITW Building Components Group Inc Stuart Lewis IOC Evaluation Service, LLC WiBam M. Ranieri, PE 09/192017 09/072017 09212017 Approved Revision 2017 nW Building Components Group Inc, Stuart Lewis ICC Evaluation Service, LLC WMam M. Renled, PE 09/192017 ORM72017 0921/2017 Approved Revision 2017 ITIN Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 09/192017 09/072017 09212017 Approved Revision ZD17 ITW Building Components Group Inc, Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Rankin, PE 09119=17 0907/2017 09,21=17 Approved Category: Structural Components (847) 918-6473 (407) 681-1917 Category: Structural Components (847) 918-6473 (407) fi81-1917 Category: SlnKipfal Components (847) 9186473 (407) 681-1917 Gregory: Structural Components (84 81 473 (407) 687-1817 Subcategory: Truss Plates sweriscalpinehw.com Subcategory: Tress Plates sNwk+calpmeitw.com Subcategory: Truss Plates alewiaCalptrleltw.com SubCab gory; T muss Maws skr%ria@alpIwftw.co. Compliance Method: Evaluation Report from a Complwnw Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compile— Method: Evaluation Report from a FL8199040 Products Product Evaluation Entity FLIP19B&RB Products Product Evaluation Entity Product Evaluation Entity FLa1e1B8R8 Protlueb Product Evaluation Entity A29A Product Model. Number w Name Quality Assurance ftbrovacl ..for it, in Hl ,OLOWRr fin a.T Resistant D"Irm P[ffiIgLS 22a Product Modal. Number or Name Quelk, Assurance Product Description Contract Exaltation Approved Daft In for Use Apwoved Outside for Use lmwzt HVHZ goolvA Design Pressure Ste Y Product Model. Number m Hams Qui lib Assurance Product Dsacdo6on Contract Expiration Daft Approved In for Use Approved HYHZ ourallilk for Use itamet Daion Preesyrs Sgg,e Product Model. Number or Name Quallb Assurance Product 0-12fiur Contrad Expiration Approved for Use Aborwed for Use Inionct halal Oda In HvHZ ou $gam PilBtgrs i ITW BCGIAIpke Higher Strength (H &amp; S) Metal Connector Plats 12131=2 Yes Yea WA WA 2 MW BCGIAlpiie Binge Pitts Metal Connector Plate 12/312022 Yes Yes NIA N/A 3 nW SCG/Alpw Trulox Mewl Connector Plow 1201/2022 Yes Yes WA WA 4 ITW BCG/Apie Wave Metal Connector Plate 12/312022 Yes Yes WA WA s}. F. r Search Criteria search Orkerhe search Cifteria Search aftrb Ffn 'i 1 Florida Department of Business & Professional Regulation prigs+ of l p e9 Florida Department of Business & Professional Regulation Page I of I P Bit Florida Department of Business & Professional Regulation palls + of I Pa eg Florida Department of Business & Professional Regulation p 8g Pegs 1 or i Building Codes and Standards 1/5/2018 Building Codes and Standards irwwla Building Codes and Standards I/520+8 Building Codes and Standards v5rtole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F1.a2107Re C Sol a Oft Data Dab Pendtw Dow flf21D7R6 Code Enib a nowDD& Data Pestling � FLa2197Rs C Ept(v of r Dow Dole Daft Pending �g Ftl2197Rs Code Entity or Daft Rik Data Pestling Do- M= Version te8!!4dlo9HlL C± Bid Validated By Weiideted Submitted FOCA proyal AIrnnrwo9 SLtua Man Version Mounufacturef Contact Engineer & License ValkYwdW Validated Submitted FOC Approval Approved AMR ]yg Vw_abn M al- CConlxt Enalwar&Lkwwe Validated By VWW t d Submitted FBC Approval Agamted $Loa =ype vm Mararlacturar Carried Engineer & License Validated By yet Submitted FOC Alzarovat Aoomvad $t&NB. Revision 2017 Mnek Industries, Inc David Wert ICC Evaluation Servos, LLC ICC Ewkratlon Service, 10119=17 IOII92017 11V222017 Approved Revision 2017 Mrrek Industries, Ma David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10/19=17 10/192017 1W=017 Approved Revision 2017 M7ek industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/1g/2017 10/192017 10222017 Approved Revision 2017 MtTek Industries, Inc. David Wert ICC Evaluation Servk o, LLC ICC Evaluation Service, 10119=17 1OM92017 1022/P017 Approved � Category: Strucdaet Components SubCategory: Truss Plates (314) 851-7480 LLC. dwert9mil.com (205) 599-NN Ceisgory: Structural Components Subcategory: Truss Maws (314) 851-7480 LLC. dwertlitmli.com (205) 599.9800 Category: Structural Components Subcategory: Truss Plows (314) $51-7480 LLC. dwsri@mii.com (205) 599-9800 Category: Structural Components Subcategory: Truss Pwbe (314) 851-7480 LLC. dwertilimiLco. (205) 599.9800 — Complisnpa Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Product Evaluation Enfity Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity IrWI97Re Products FLtl2797R6 Proutucb F11.92197R8 Produces FL821$74;8 Produces QwIlty Assurance Aopravad for lie. Aderoved for Use rIn oast Deskin Qua9N Assurance Sgggygd for Use Aowoved for Use iBigggt i W- QuaIM Assurance Aoorovsd for Use, Approved fair Use Impgpj Jae Qneliw AsVOW Atinroved for Use Approved for Use Iatiaggf Doogp 3-0 Product Model. Number or Nome ProductDeecription Codrect Expiration Deb In HVHZ Outside flYlfZ R Pressure SASS Product Model. Number or No Product Description Conted expimum paw in '/tli Dow&FIYHZ $ems Pressures Ant PraWctModel. Numberor Name Product Deacriopon Coned Expiration Date ipJ.t♦?3+ Ovil HVNZ ROMSUFK Pressure &coal Product Model, Number or Now Product DOWRH29 Contract Expiration Dab In HVHZ OW&HVHZ PJ-ge9Lg 1 M18SHS 18 ga. super high strength truss connector pleb 011012023 Yes Yes WA WA 2 Mil 16 16 ga. tress connector plate 01/012023 Yes Yea NIA WA 3 MT18HS 18 ga. high strength truss connector plate OW112023 Yes Yes WA N/A 4 Mull 20 ga. truss connector plate 01/012023 Yes Yea WA NIA (D Search.Crkwt Search Criteria Search Cdbda Search Cdgmg O Florida Department of Business & Professional Regulation Page 1 of, Florida Department of Business & Professional Regulation page 1 a l Florida Department of Business & Professional Regulation Paga, or, Florida Department of Business & Professional Regulation Page 1 m l Building Codes and Standards If=i8 Building Codes and Standards 1/&2018 Building Codes and Standards 1152018 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLe279748 ,� Entity a DaftPbte Deb Pending its FLa8527R6 Code En tv aor Dab$g11 Dab Pendiw J FLd8527Re Cie Entity M Drits' 2& Dow Pendiw Does FL86S27R6 Code En{yg 20 291 Dew parrielima 20 jype Yoram Manufacturer CgEngineer & Lkapaa Validated By Validated Submitted FBC Atio ovat Apgm2Yed Stetie MUNK Version Mmnwoterer Comhct Enghwar & Licmae Valid. w By Validated ,Syam FBC Aooneval AAmor etiv Sfttla T� Version Mmufnibu Co c Engineer & LM.aws V.Ikbw By Validated Sys FBC Aooroval Approved Am& jypg ve/gigp, Mea di ch, Contact Engineer & U— Validated By Submitted FBC Apmovel Approved $mug . — RavWkm 2017 MfTek irdusbies, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/2017 10119=17 1022/2017 Approved Revel. 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC James A. Rommm, P.E. 06122/2017 061202017 07/032017 Approved Revision 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Janes A. Rothman, P.E. 062212017 08/202017 07103,2017 Approved Revialon 2017 Weyerhaeuser Rob Baldwin IOC Evaluation Service, LLC James A. Rothman, P.E. OWV2017 08I202017 07/032017 Approved cataBarY: Sbuctursi Components Subcategory: Tessa Plates (314) 861-7480 LLC. dwertamlLcom (205) 599-NM Category: Smictuml Components Subcategory: Engineered Lumber (253) 9246476 (608) 839-1344 RoberLBeWwmaweyerho Category: Structural Components Subcategory: Engneered Lumbar (253) 9246476 (608) 839-1344 RoberLBakhMnCweyema Category: Structural Components Subcategory: Engineered Lumber ) ( ) 838-1994 RobWLBWdwmQweyema — Comptimog MONod: Evaluation Report from a Compliance kleUled: Evaluation Report from a auger wm Componnnts Method: Evaluation Report from a surw.com Compgawer M.Mod: Evaluation Report from a sueso.com Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity Fl0219746 Pmdueb Oualfty Assreanw Approved for Use Aooroyad for UM armed Doolon FL16527R6 P.adudt Quelib Awuanc , AoorwW for this Aowwed for Uw Imj F1e8627R8 Produces OU IW Assurance Approved for Use Approved for Use, Wood Doi EURIE 7R6 Prodacw Quality Asau — Approved for Usa Amrwed for U" Impact Din S>L.3! 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