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Home My WebLink About35960 Saddle Palm WayGENERAL CONSTRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO FB.C.R. - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA55IFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 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 (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 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.C.R. - 6TH EDITION (2011) R30210 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F5.C.R - 6TH EDITION (2011) R103.11 AND A5TM C 926. PER F.B.CR 6TH EDITION (2011) R103.11.1 WEEP SCREEDS SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLA5TIG 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 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE515TIVE 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 F5.CR 6TH EDITION (2011)R103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.IAA) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE 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 OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS 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. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-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 FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2, IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RE5PON5115LE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 1 3/8" IN THICKNE55, 50LID CORE (5.C.)OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD TONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY, ASPHALT 5HINGLE5 (IF APPLICABLE): I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R90521oi 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 226, TYPE I OR TYPE 11, A5TM D 4669, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A8TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD IS DETEWINED IN ACCORDANCE WITH SECTION R3012J3 OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 6TH EDITION (2011) RW533 SHALL CONFORM WITH 45TM D 226, TYPE II; A5TM D 2626, TYPE II; OR 45TM D 1910 OR A5TM D 63M, 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 VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS II8,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15.10'•0" AWAY OR CL05ER TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 5HOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOM5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. *26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5YSTEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV 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 SECTIONS MI4113. EXHAUST FANS AND VENTING: (.OUTDOOR DI5CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAID) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS 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 / BUILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 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'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI510N5. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 REVISION LOG 10/4/18 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT LOT 05 BLOCK 05 SILVERADO 35960 SADDLE PALM WAY ZEPHYRHILLS, FL 335 1 ALL WORK SF- A 1 1 �omPLY WITH PREVAILING CODES FLORIDA BUILDING CODER NATIONAL ELECTRst'; C,'0 ?E, AND THE CITY OF "a i° HYRHILLS ORDINANCES REViEWDkTra ft,018 camfio4at _v_ 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 SN1 DETAILS S3 DETAILS ®® �••°'•'°•••��i'' S4 d � DETAILS• M - i co°D �0 O ; S5 e S DETAILS SS RETROFIT DETAILS �,�� '• . ..= •' �� WP WATERPROOFING DETAILS r°'/1111111110`N PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS DAVISre-D "I BEWS DESIGN Gk0VP UI50 STATE STREET EAST OL 39AAR, RARIDA 34677 813.925.1300 TFi. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 iii 111 �� 111 111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. 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 zC) ON I a� O > Ln c� j 0 j M Lo Ln a -o 7- (1) L L u _ f � M ce Q V CL o � M Z w z J (0 l� ABBREVIATIONS AFF. ABOVE FINISH FLOOR EXG. EXISTING PKG. PARING ACC. ACCESS EXT. EXTERIOR F'TN PARTITION 5 AP. ACCESS PANEL F.B. FACE BRICK PV. PAVE(DXNG) 0 Z ADO. ADDENDUM PD. FACE OF PVMT. PAVEMENT O ADH. ADHESIVE FAS. FASTENER) PED. PEDESTAL C ADJ. ADJUSTABLE RN FENCE FERI. PERIMETER 2 AGG. AGGR=ATE FGL. M13EIRGLA55 PLAS. PLASTER w O A/C AIR CONDITIONING FIN FIN15H PLAM.OR PL. PLASTIC LAMINATE z a ALT. ALTERNATE FFL. FINISH FLOOR LINE PL. PLATE Q A.B. ANCHOR BOLT FE FIRE EXTINGUISHER P.V.C. POLYVINYL CHLORIDE } APPX APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLASHING PSF. POUNDS PER SQUARE FOOT w ¢ � w AD. AREA DRAIN FLR FLOORING) PS1 POUNDS PER 504E INCH �U+ Z OU 0 A5PH. ASPHALT FD. FLOOR DRAM P.C.C. OR P.C.CONC. PRECAST CONCRETE O O AT. ASPHALT TILE FLUB FLUORESCENT M. OR PRFPAB. PREFABRICATE(D) Z v z Q AUTO. AUTOMATIC FIG. FOOTING QT. QUARRY TILE :WIN. AUNING REND. FOUNDATION RAD. RADIUS O 0 W W. 5A5EME4T FR FRAME(DXING) R_G. RAILING z 2 BM BEAM FS. RILL SIZE REF. REFERENCE O � 2 o 5%. BEARING FBD. FURNISHED BY OTHERS REFR. REFRIGERATOR u- Lu BM. BENCH MARK FUR RURR(EDXING) RE. OR K NF. REINFORCtEDXNG) U m BVL. BEVELED GA GAUGE RES. RESILIENT i- w BIT. BITUMINOUS G.I. GALVANIZED IRON R.A. RETURN AIR z z BILK BLOCK G.C. GENERAL CONTRACT(OR) R/5. REVERSE (SIDE) r O BLKG. BLOCKING GL. GLASS, GLAZING REV. REVISIONS), REVISED BD. BOARD GLB. GLA55 BLOCK poll). RIGHT OF WAY Q � Z w B.S. BOTH SIDES GD. GRADE, GRADINGRISER BID. BOTH WAYS G.D. OR GYPBD. GYPSUM BOA iD RD. ROOF DRAIN Z w g 80T. BOTTOM HD. HARD RFG. ROOFING U) 3: BR BRICK HDW. HARDWARE RM. ROOM W BLDG. BUILDING HDR HEADER RD. ROUGH OPENING CAB. CABINET HTG. HEATING �L RABBLE O J CPT. OR C. CARPET HVAC. HEATNG/vENTILATNG/AIR CONDITIONING SCN. SCHEDULE V CSMT. CASEMENT H.P. HEAVY DUTY SNT. SEALANT C.I. CAST IRON Wit OR HT. HEIGHT 5TG. 5EATNG � u O c.IP. CONC. CAST -IN -PLACE CONCRETE PC. HOLLOW CORE SEC. SECTION a z C.B. CATCH BASIN HM. HOLLOW METAL 5HTHG. SHEATHING x Q c� CK CALKONG) CAULKING) HORZ HORIZONTAL SHT. SHEET 5� w O CLG. CEILING HB. H05E BIBS SH. SHELF, SHELVING w o X GEM. CEMENT D. INSIDE DIAMETER SM. 51MILAR ^^ CM. CENTIMETERS) INS. IMNLAT(EDXION) 5KL. SKYLIGHT L0 CER CERAMIC NT. INTERIOR 5L. SLEEVE C) C.T. CERAMIC TILE JT. JOINT 5L. SOLID COS - - In > Qw O li O GHAM. CHAMFER J5T. JOIST SFC. SPACER C)z w Z. CIR CIRCLE KIT. KITCHEN 5FKR SPEAKER N O Q H- Y CIRC. CIRCUMFERENCE K.O. KNOCKOUT SPEC. SPECIFICATIONS Q Ln � O CLR O' CLEARANCE) LAM. LAMINATED SQ. SQUARE z N N O w Z CLG. CLONK I.P. LAMINATED PLASTIC SST. STAINLESS STEEL z E w S COL. COLUMN LAV. LAVATORY STD. STANDARD W Lf) N u �! a C] COMB. COMBINATION LT. LIGHT 5TL STEEL J •--i Q ~ Z Z CONC. CONCRETE LTL LNTEL STO. STORAGE � 8 O Q CMUL CO NCR=TE MASONRY UNIT LL. LIVE LOAD STRRL. STRUCTURAL W W w z � cx CONNECTION LIV. LIVING SUS. SJSPENDED C a' g g CONSTR. CONSTRUCTION LVR LOUVER TEL. TELEPHONE(y a�� CONT. CONTINUOUS MH. MANHOLE P/. TELEVISION • • lZ z Z c7i CONTR CONTRACTOR MFR MANUFACTURE(R) TH . THICK(NE55) Gil. CONTROL OR CONSTRUCTION JOINT HAS. MASONRY THR OR THLD. THRESHOLD CO z z U CORK CORRUGATED MD. MASONRY OPENING TNG. TONGUE AND GROOVED m ri i K uj 0 CTR COUNTER MATL. MATERIAL TD.C. TOP OF CONCRETE O m d d CRS. COUR5E(5) MAX MAXIMUM T.OF. TOP OF FOUNDATION CF. UBICFOOT MECH. MECHANICAL IC C.Y. . CUBIC MC. ORMEDLAB. MEDICINE CABINET R TYPICAL SCALE AS NOTED DP. DAMP -PROOFING MMB. MEMBRANE Uc. UNDERCUT pl. DEAD LOAD MET. ORMTL. METAL UPF, UNFINISHED DATE : 10/4/2018 DEN. DEPRESSED M. METER VB. VAPOR BARRIER VERSION N0. DET. OR DTL DETAIL MM. MILLIMETER VERT. VERTICAL DIALORi DIAMETER MN MNMUM VNORV. VINYL DIM. DIMENSION MIR MIRROR V.T. VINYL TILE D.W. DISH WASHER MIS-. MI5CFILANEOU5 Mr-T. "SOOT DR DOOR MOD. MODULAR W.T.W. WALL TO WALL iso D.H. DOUBLE HUNG MILD. MOLDING, MOULDING WA WALL HUNG ELEC. ELECTRIUAL) OL. ON CENTER WF. WIDE FLANGE SHEET NO. D.5. DOUN5POUT MT. MOUNT(EDXING) W.C. WATER CLOSET EP. ELECTRICAL PANEL OA OVERALL W/0. WITHOUT D. DRAIN MULL. MULLION WP. WATER PROOFING EL. ELEVATION OR OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NIL. NAILABLE WR WATER RESISTANT Ea EQUAL PNT. PAINTED) W.I. WROUGHT IRON DWR DRAWER NOM. NOMINAL. Will. WELDED WIFE MESH EST. ESTIMATE K. PANEL W. WIDTH, WIDE DWG. DRALWING N.I.C. NOT N CONTRACT WIN. WINDOW EXH. EXHAUST PAR PARALLEL I C S EF. OR FAR EACH FACE N.TS. NOT TO SCALE TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE ELK I 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 1 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 SH145 18 1/2 x 56 1J4 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 1 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. BILK 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 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 291/4" 2/6 311/4" 2/8 331/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 b- EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 22'-4" HB. O "TEMP.051 u, o I� BEDROOM 2 BEDROOM 3 8'-1 FLAT CLG. 8'-0" FLAT CLG.CARPET �. CARPET II -4 2 8 6 -0 A A 12' 15'-a" " 5068 5I-FOLD 6-0" CLG. L4 SH. CARPET �. 16" DEEP 53 — HDR. AT T-0" Qi BEARING WALL W/ UPLIFT AND \ DOUBLE STUDS UNDER EACH TRU55 FAMILY ROOM 4 -0 x8 -0 VAULTED CLG. CARPET GONG. PAp= 3:12 VAULT 'T ,n M � / O f COND. 42 N42" A/C PAD OWNERS SUITE 8'-0" FLAT CLG. CARPET Lu m 4E O 14'-2" 19'-8" BEDROOM 4 8'-0" FLAT CLG. CARPET 3'-0" 1 „ b' 5068 51-FOLD R/5 N FLEX 8'-0" FLAT CLG. CARPET 3'-011 51_011 =T, HDR. AT T-8" I 10 CC BEARING WALL W/ UPLIFT AND I °, n STUDS AT 12" O.C. MAX. SPACING o FOR THESE WALLS ONLY c CAFE I I Eo lui VAULTED CLG. I �\ / / \ n EDGE OF SLAB 2" BEYOND WALL KITCHEN VAULTED CLG. TILE 3'-0" 10' 2" 2' 4" 6' 4" n HDR. AT T-V y R/A ; a "` PANTRY 2468 v I r 2868 A.N. n 8'-0" �, � 3'-b" "' �* 8' 6" CLG. i I �I ,� 1= Q e I I 1 1= tr 30" H. 5 5H. 3 I I a PLATFORM 16" DEEP 101won 01-11p, , I 11,ri 1■ ■ �� " �■ proll W'm NINE ■ .�■mm IN ■ �� •" •" �_gA■ICJI '' ■■��I �■ ,�riI\, a �■ I��I III"III'lull'IIIII Illllil■�� ; I�:Illllllllllllllllllll'II I III�:Illllllllllllllllll lllllll I I'I�:I I'IIIIIIIIIIIIII lll�l� 111 l lll��l l llllllll Illlllll llll llllllll�:lllil l 111 40'-4" FOYER 9'-4" FLAT CLG. TILE C 5'-4" FLAT HEADER SEE ELEVATION J I ao = U I o I I I I III -a, `r 3068 2 D of 01 n w �I -4 a Iz COI = � nl I X � co al O �I LnL_ z of v o c� n o �I of Lu ZI of o o L 11�I �I Q 12" C.M.U. COLUMN T.O.M. AT 6-0" AFf (TYP. OF 4 AT PORCH) FLAT HEADER SEE ELEVATION FLAT HEADER SEE ELEVATION FLAT HEADER SEE ELEVATION s v 0 ■ INDICATES 1 #5 ♦ INDICATES 2 15 l co c w to a: '�0 10 z °i'® .1�wmae .d„�,.�e�•• e �� " �® 5TRUCTUR,4L_ NOTES ID - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS O(2) H1 2x6 #2 SYP W/ 1/2" FLITCH PLATE O(2) 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (Z) 20 #2 SYP W/ LLOW QJS4 SEE PLAN FOR BEARING BEWALLCALL-OUTWHEN 1/2" FLITCH PLATE STMAREREQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. � *WIND PRESSURES � REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8' 0" A.F.F. 2x FRAME WALL NON -BEARING _ 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION 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-11/11-13 KRAFT FACE (GARAGE / LIVING) LIVING 2210 5.F. GARAGE (Oil 5.F. ENTRY 12(o S.F. TOTAL 50. FT. 3021 5.F- N FLOOR PLAN - B SCALE: 1/4" : 1411 Y DAVIS BEWS DESIGN GROVP 150 STATE S'I'R= FAST OL.DSMAR, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX NVVvW.DAVISBE V5.COM TAMPA • DEIVVER EST. 1994 oil il 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 IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL I 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 ON 4 �.a'O >_ (n M O O h M L n d Ln i Q iJ LL Lf ) z E 00 oC U Q z �3: W Wo J O J 0z �O w� a� x� w¢�� z��oo zw¢a 0-1w J O0. 0�2o (� w 1i N �Lo Zo 2 U Ew z 5 Lu o u J ��upa U. �Q 0 yj a�� o c z Lu c �� zQ-Z wwG Y Q LA p'o�°z O' w z N EU< Ll1 LinN <<ZZ ego¢ LLcnw � di 2: 2 Q29 �D z z �no i--I J Y m co Z Z 8 g � apm m a 0- SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. 102 a HOOD REF. <r a� a SINK ---i -J .W.Q RANCsE I IF o KITCHEN ISLAND KITCHEN MIRROR v tr MIRROR LAV. LAV. to i DAVIS BEWS DESIGN GROVP 150 STATE S7'R.FET EAST QLDSMAR, FLORIDA 34677 813.925.1300 TEZ. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER �---� EST. 1994 1 O Z O N O � ^O cn M o � � Z �O z � o z¢ O � z 80 zw¢a 9 12 5F____ LINE OF VAULT T.OM. HDR. HGT. /TEXTURED EXTENDED J CEMETITIOU5 OVERHANG TO 5E FIN15N ON G.M.U. CENTERED ON (TYP.� S.G.D. 25-5H FIN15H FLOOR LINE * EGRE55 SHINGLE PER COMMUNITY 5PE (5EE 5TRUCT) 12 a5 3 35-5H 35-5N 35-5H * EGRE55 REAR ELEVATION - B 5CALE: 1/4" = I'-m" Q5 T.O.M. TEXTURED co CEMETITIOU5 FIN15H ON CM.U. (TYP) FIN15H FLOOR LINE GRADE LINE (A55UMED) 5� FIBERGLASS 5NINGLE PER COMMUNITY 5PE (SEE 5TRUGT) T.oM. HDR. HGT_ ZTEXTURED = CEMETITIOU5 FIN15H ON GM.U. (TYP.) I/2 34-51-1. FIN15H FLOOR LINE FIN15H FLOOR LINE GRADE LINE (A55UMED) LEFT ELEVATION - B 5CALE: 1/4" = 1'-0" y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST' OLDSMAR, RDPMA 34677 813.925.L300 TEE. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDEI�T� EST. 1994 m i �n � III 111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ' PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 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 O N LJ O > un M �L;(0� a U N O Ln L LL CL ` /1 z < E -00 CieV 0 Z u w Wo J O 'd" J 0z �s �o z a�� 0 W E--I z w � of �� a �o�Z � 0 J `� awOo O � � o U wca �- N W H-w° _J Z O W } U z W W Lu 0 U Le) V1 �J J Z Q �'oa �a 0 w n LA U Lu O O¢�O Q Ln ��OR QOR Z N N W Z N QU¢o N Q�zz 82Q Li i lii W Z � 00 Qx-g .--I Q Q o LL to Z Z 2� 00 Z Z Qo o m om SCALE : AS NOTED DATE : 10/4/2018 VERSION N0. ■ O SHEET NO. ELECT ICAL �' K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET 106,1. GROUND FAULT INTERRUPTER DUPLEX OUTLET j� HALF -SWITCHED DUPLEX OUTLET [0 SPECIAL PURPOSE OUTLET zG DUPLEX OUTLET IN FLOOR P& 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q RECESSED INCANDESCENT LIGHT FIXTURE 4c LIGHT FIXTURE WITH PULL CHAIN TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q,, EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) [EHI CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) v TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN ti J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGRU AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A13V COUNTERTOP) TELEV1510K ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFP.A.10, N.E.C. 2014, F.B.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR 15 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WALL MNT. A/C DISCO* I 0i WP. GRI /1" <" BEDROOM 2 BEDROOM 3 BEDROOM 4 ROUGH IN I BATH 2 FOR OPT. ROUGH IN ROUGH -IN �� FAN/LIGHT I FOR OPT. </ IFAN/LIGHT </ J PRE -WIRE i FAN/LIGHT \> PRE -WIRE PRE WIRE �J \ SD SD � SD CM SD \ 1 \ a, ROUGH -IN `' /> / FOR OPT. FAN/LIGHT PRE -WIRE </ J / PENDANT (VERIFY FAMILY ROOM / LOCATION) / \ CAFE CM SD db v db fi W.P. G.F.I. ROUGH -IN <\ FOR OPT. i FANLIGHT Z,,� PRE -WIRE </. . J OWNERS SUITE 0 O.BATH G.C. VERIFY: LOCATION OF DISPOSAL SWITCH AND GRI. OUTLET IS UNDER SINK CABINET j i1 /Y\ O.E. LIGHT AND SWITCH IN ATTIC At --I I PUSGD, BUTTON5FOR r� I II A 11 j LAUND. G.F.I. W.LC. I FOR ALARM SYSTEM 220 V. I I G.F.I. _ (EJLa_ J GRI. AT 44" AFF. 0 m in...mm ELEC. METER FLEX ROUGH IN FOR OPT. FANLIGHT PRE -WIRE /'I- . ___ FOYER f� I L� \ v4 I 3 CAR GARAGE L - - I I I I U � ( ,Q PORCH WP. I GF.I. L---------I G.F.I. IRRIG. 4V AT 44" MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. GABLE A/C DISC. TYP. M4 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL *10 COPPER TO WATER HEATER 8 COPPER TO RANGE 14 COPPER TO 5/5" 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 - B i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OIASMAR, RZi DA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA] 4PA • DE OVER. EST. 1994 0 Z N O 4-J O ,>. V) a� uLr N Ln LL sZ z < V a00 Z f Z faW Wo J Q �O 0z �o Lu <a wQ�W J gz00 zcw�w as �o w � U o U w 1 cN m o Lu b Zo }v zw z Z g W 4� � O > J v L Z O aza 0 �¢ X w � Lr] LLUJ U- U C) C) 7 Z < o LL ,zozo NQ2aWEz �w<J p� o L1.J W zz � oa uj z w x w ¢�� 00 Z Z�0 m 00 Z Z a o 0 � m a a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. imo 4m2 SHEET NO. NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON 6A5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTH IN THESE AREA5 TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTE5 ON THESE PLANS THAT INDICATE 2500 P.5.1. SHALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE 5TRENGTH. • 5EE 5HEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF 5LAB THICKNE55 WHERE 5HOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (5EE PLAN) 0 0 0 o -� CONTROL JOINT DETAIL N.T.S. S CONT. REINF. 5EE FOUNDATION FOR QUANTITY 0505"45" CORNER a a o BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) • • ALTERNATE THE REINF. BAR5 5HALL BE GONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.5. 11 4'-4" H�. t 61'-0" 54'-8" 3'-10" 4'-0" 6'-4" 3'-10" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" 0'I 24"x24"xl2" D. 53 GONG. FTG. W/ (3) •5 BARS E.W. - ■ UI vl �---�- � UI UI - 61 I I l I x I I I I `r I L I I----+—� I = I I ■ 53 - 24"44"A2" D. a' ■ i ,li i i II i GONG. FTG. W/ �1r -�JiQI �I i �^ (3) S 5AR5 E.W. I I I I I cn I � I ■ I I I I I I � ■ i i i\ I I I i i � � G G.J. i i i i i G.J. �o _ --------------------t-------------------------- r--------------------------1---- ---- ------------- T ------------------- r------- --- -- 24"x24"xl2"D. an 1 23'-3" GONG. FTG. W/ I I I I I 05 13AR5 E.W. ■ I I I I I I I � I! I I I I N I ■ IT I�� I ;!/T/zI Ll1!� I 3/4" REGE55 ■ PITCH 53 ■ 30"x 30"xl2" D. GONG. 53 �5 1 I I 53 I I I I FOR ENTRY 1/8" / FT. �- FTG. Wl l31 5AR5 E.W. 1 0 I � �� I I 33 0 I I � I � 14 S _ M = �- 24"x24"xl2" D. u' PITCH I I I CONC. FTG. W/ 1/8" / FT. (3) 15 BAR5 E.W. I ■■ T cJ. —-------�� ■ Ed -.-------------- "x9bw 48" ------------ H-4 - GONG I I I I I \ PAD CG i ELEVATION AT 0'-0" (A55UMED) I D I 53 ■ i 3.5" THICK, 2500 OR 3000 P.S.I. i i I I� — �,� a I PITCH i n CONCRETE 5LA5 ON GRADE W/ i III [`'] I I 1/8" / FT. i Q a. I 6x6 W1.414 ME5H OR FIBER ME5H OVER 6 MIL. VAPOR I i III �� I o I ' o e ■ I BARRIER ON CLEAN, WELL - I I I IL —_ � � I � -; i � v TYP. AT ONE-STORY COMPACTED, TERMITE TREATED, (5EE JJ/53 FOR STEM GRANULAR FILL. / \ I WALL OPT.) a I 23' 8° i b' 8 9 -2 J I I G.J. ---------------------------------------------- I I = I C.J. ` ' -------------- - - - - - - - - - - - - - - - - - - - - - - - - - -- I G.J. I --- - - -�--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- G.J. -- ■ i i III I I i 30"x 30"x20" D. CONC. I II I I FTG. W/ (3)'5 5AR5 E.W. HL 04 fie a a, N N— 1 I----- --- I K I u, cJ.---- e ------------------------i ---------- 19 b -----_ ---- I ---;_ ----------------�-- ---- 4 b 15 b --------cJ.-----------------------------' r--------------- 20 b -�J- -- TYP. AT ONE STORY I (SEE JJ/53 FOR 5TEM ■ i i i I i WALL OPT.) 0 I 53 ry i 36"x60" SHOWER PAN i (VERIFY DRAIN LOCATION) 14'4' 2'-3" I 2'-4" I I I I I I I ■ i I I� — — r OPT. r OPT I ° II I DRYER I I WASHER I I I � I ��— — — — \�I 2x6 WALL— / , I 42 x�/ I A/C PAD 4'-4" .,, 4'-T m A 53 TYP. AT ONE-5TORY (5EE AA/53 FOR STEM WALL OPT.) 5.4 5'-4" 5'.4" 5'-4" 5'.4" Em 2'-0" 4'.4" 1111110[11111fa ®441111t��, ws N W in o w �Q� /fie "J ■ INDICATE5I S THE FOUNDATION 5Y5TEM HA5 BEEN DE5IGNED U51NG L UM INDICATES 2 05 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBC FOUNDATION — B-1 SCALE: 1/4" = I'-0" i DAVIS BEWS DESIGN GROUP L50 STATE SPR.EET EAST OLD&AAR,RORIDA 34677 813.925.1300 TFL 813.9255.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 EMI VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. 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 L- O M O Q O In LL IQ— CL r z < 0C V a cc) z§ E W Wo J O �O J 0z Lu Lo W Q Q zU,Loo zw¢Q w woo O0�L m04 o �� Lu z O V r U O Zw 9 O ED U c!) 0 J z ��¢ xace U. ^ z WaLLE U a 2: Z O0 0 0 Ce LL �o NOLn r �wwa ' F- Y Z N [ `V SaW z Z Ln ;aS J N �zZ m8o< wcnw di di z m UJ QLL ,-{ Q Q o ko Z Z �Jo 00 Q QZQ Z a coa � om rn a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 1.0 SHEET NO. 6m2 I EL Ili !! l" i I L E E EJ EJ EJ C7 C) C7 y L I- L 11 "' W LA 5PFGIFIGATION FOR LEID6ER5 (THE FOLLOWING 5NALL APPLY U.N.0) LEDGER A (LA) - $2 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. 5ET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U5571TUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (LB) - 12 5YP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.C. MA)o SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH1515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 5YP. (2) 2x8 PT W/ 5/6" DIA. x 8" A.B.AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER D (LD) - 12 5YP. (2) 2x8 PT W/ (4) 5IMP50N 5D525600 5GREW5 AT EA. STUD (16" D.G. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - #2 5YP. (2) 2x12 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - $2 SYP. 2x8 PT W/ 5/6" DIA. x 6" A.B. AT 24" O.G. STAGGERED 5ET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRU55E5). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL IS NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU5515 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 5YP. (1) 2x8 W/ (4) 5IMP50N 5D525412 5CREW5 AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER H (LC) - � 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 5YP. 2X4 PT W/ 1/4" DIA X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 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. LEDGER J (LJ) - 02 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (I) 6IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 51MP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA R.S. NAIL5 AT 3" O.C. LEDGER M (LM) - � 5YP. 2X4 W/ (3) 5IMP50N 5D525600 5GREW5 AT EA. STUD (1(o" O,C, MAX.) W/ (U 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE U5ED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY, UN.O. 061118 n n (L L w w td td ro w -J7 :J7 -J7 =J7 IL 0 Q Z W 2: 11 Q CI- =J7 Ql�� JJ5 x2 X q�� w CL L z L7 W J3 'J1 C] L L7 J U 'a m 01 EJ7VE EJ7VF r x2 X �` , EJ7VG J EJi EJ7VD (11 ~ J r1 j 7v Nti J J7V ' EJ 3/12 VAULT 7VC 7VB (/j ^ Q W CL EJ� < m 7VA J (� EJ- :J5 Q � E J LLJ _J7 � Q LLJ q EJy =J7 =J7 EJ1 =J7 EJ _J7 EJ, =J7 CJ: :J1 X11 CJ: :J3 CJ1 III I D G1< D D < � n n () D D D D D D D D_ �O w J m � w - w CJl � < < < < < < < D D D D D D D D D D D n L L yv) < < < < < < C:) w EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 CJ3 EJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HE-FA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9- 10d x 1 1/2" & 8 - 10d H HT74 3610 3105 5/8" ANCH. J (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" 3 HTT5 4350 3740 5/8" ANCH. J (26) 10d x 1 1/2- HITS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD35 * 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 TDX30 7845 - 4 - 7/8" DIA BOLTS N WS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" 3US26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14 - 10d x 1 112" 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 2 114" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS HTS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPI 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 1 645 555 12 - 10d x 1 112" - - - - * MINIMUM 3" MEMBER * REACRONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = U360 FLOOR = U480 W/ 3/8" MAX DEFLECTION FLOOR 30IST 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 SPACING ON VERTICALS OF (B) TRUSSES 1=8=0 CLEAR GAP PETWEEN (5) TRU55E5 (+/= (o") (• •) FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)- INTER5ECTING POINT 5HOWIN ON THE HIP TRU55 5Y5TEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT 00 INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAIL5 OR 0.128 x 3" GUN NAIL5. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAIL5 OR FUN J�Wo/2x R 2 PLY CARRIER NAIL5 AT 48" OC l*). CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO.2 OR NO.2 PT STICK LUMBER (LAIC) FLAT WISE) MAY BE USED. FOLLOW FASTENING 50HEDULE A5 DEFINED FOR HIP PLANING TRU55E5 RI. STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTER5EGTION5 SPLICING. TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER 5TIGK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5NEET p-1 FOR ROOF FRAMING pETAIL6 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING URO. • ALL TRU55 TO MA5%RY 5TRAP5 TO BE O UN.O. • ALL TRU55 TO FRAME 5TRAP5 TO BE O U.N.O. I i OR 2 PLY ;ARRIER (A) ` o0l i lw,Ie"' o y e b• o e/i, O • Z w 50 oi P ir, .41 P 4; Y P000P0 ®P ®Qn ROOF FRAMING PLAN - B SCALE: 1/4" = I'-0" J DAVIS BEWS DESIGN GROUP 15�0�STA�vTE STR.FET EAST' OLDWAR, FLORIOA 34677 813.925.1300 TIEL 813.925.1800 FAX W W W-DAVISBE V&COM T.AA4PA • DEIVVER. < �a FST- 1994 ez�_-- 111 11 f, 1� 6- oil III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. 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 ON a-' O (J 1 M 0 I j cv tern -a a C .L O In Q a LL- I— oC U a 00 Z § E � Z W � wo J � �D 0z �o �o z a ¢� w �zo0 af ZLu<< 0 Q W z p�0�J z aw�o o��o w U L1J 04 6 . O z0 r U Z 0 zw 5 U (n w z O H"1 U cn -4 Z woa �¢r) o w ce waLL UILL O Law�� F- Y Z N `' N O 29�z Z NQ�aS N W LLJ razz oa w z x Q 9 05 ,-i kD a Z Q Z o 00 Z Z a Lu 8mrl O i m 8- a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. _. __ L .L iI"JIMII i_11. . l l- J(MIN.) O(MIN.) O(MIN.) @(MIN.) ®IMIN) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T " O 8F12-1B/1T O O • • • • O� 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-2/1T OO O O BF20-011/1T 8F20-1B/1T 81`20-0/2T O O O . . . . . . . . . . . . . . . . . . . . BF44-1B/1T 8F40-OB/1T BRF40-OBAT 8F32-1B/1T 8F32-OB/1T 8RF30-1B/1T BF28-OB/1T 81`28-2/1T BF24-011/IT BF24-1BAT © O O O O O O O O O TYPE DESIGNATION °- #5 REBAR AT TOP a MIN. (1) REQ'D F = FILLED WITH GROUT " U = UNFILLED ° 1-112" CLEAR R = RECESSED a • a = QUANTITY OF #5 REBAR AT w C.M.U. BOTTOM OF LINTEL CAVITY a B F 1 6 1 B/ 1 T u z � z a 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 - B SCALE: 1/4" = I'-m" BEWS DESIGN GROVP 150 STATE STREET EAST OLD6MAR, ftARIDA 39677 813.92,5.1300 TET. 813. 925. 1800 FAX W W W.DAVISBEWS.C.OM TAMPA • 17ENVER. � EST. 1994 � Ioil 1 111is VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. 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 NO 0 �o Mo L) O Ln L LL Q U Q� z § E z � w wo J Q kO oz �o z ¢ Z r w¢�� uz00 z �w ¢ Q o�w aw2Lo UW LL o w w N 0u0 zzz Q U O zz Lu OJ U) z g cz a �a 0wo a J w<�� o� In z¢LL8 O w w¢ z �o¢o Z N {� O cy Z nl �"'� a S N ��Zz ego¢ Lu w WZ� 00 Q LL .--I Q Q � o Z z �Jo 00 z z Qom rn O m a a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO. DAVIS802 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, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 CLO I EN S NG 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 VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 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. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES 914 MM HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: - DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11 ". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, 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. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND WICHIGAN 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 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" 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'O'/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 ILLU TRA I N P P E LY. • 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 REQUIREDNOTE: ENGINEER Y THE SEALED PLANS. •• NGIN ER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. to 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 "SI ERED" STUD INTO THE VERTICAL WEB to 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 FULL WITH H 7116 OSB OR YSHEAT SHEATHED 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. to 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 AL APPLY C SHA SO APP AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. to ALL KNEEWAL S THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. to EACH X 3 1/D WIT INN THE AI S OR EE AL.L SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0. 131to 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: • BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 0 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT Y ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE 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" " DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 1 " DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND Y Y 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) 133.13 MPH NOMINAL WIND SPEED (valt) 105 MPH RISK CATEGORY II WIND EXPOSURE G INT. PRESSURE COEFF. +/- 0.15 ENCLOSED MAX. MEAN ROOF HEIGHT 202' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF a 10 SQFT + 26.1 / -45.3 PSF ROOF ,w 10 SQFT + 2ro.1 /-10ro.7PSF g 20 SQFT + 242 / -43.4 PSF 6 20 SQFT + 242 / -33.4 PSF ID 50 SQFT + 203 / -422 PSF a+ 50 5QFT + 203 / -30b P5F e 100 SQFT + 18.4 / -41.5 PSF ID 100 SQFT W WALL ® ,w 10 SQFT + 453 / -43.1 P5F WALL © 6 10 SQFT + 45.3 / -ro0b P5F }- © 9 20 SQFT + 42.2 / -412 PSF (:9) a 20 SQFT + 422 / -56.8 PSF .4 � ,w 50 5QFT + 40.1 / -43.4 P5F 0 's 50 5QFT + 40.1 / -51B PSF e 100 SQFT + 35.4 / -41.5 PSF im 100 SQFT + 36.4 / -503 PSF 500 SQFT + 33.8 / -31b PSF 9 500 SQFT + 33$ / -31b PSF -j GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 8' WIDTH + 40A / -45.0 PSF �3 O 10' WIDTH + 33.5 / -4210 PSF O 10' WIDTH + 31BB / -44.5 PSF 12' WIDTH + 33.1 / -42.1 PSF 12' WIDTH + 33.1 / -44.0 PSF Iro'+ WIDTH + 352 / -41.3 PSF 16'+ WIDTH + 382 / -432 PSF CHART IS IN "ULTIMATE" PRESSURES. CHART 15 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE _j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) 7 ROOF a 10 SQFT + 15.7- 21.2 P5F ROOF 6 10 SQFT + 15.7- 64.0 P5F 9 20 SQFT + 14.5- 2ro.0 PSF 9 20 SQFT + 14.5- 53b PSF T_ •+ 50 SOFT + 122- 253 PSF * 50 SQFT + 122- 54.4 PSF 0 m 100 5QFT + 1I.0'- 24.3 PSF 0 100 SQFT + 11.0- 502 P5F WALL ® 6 10 5QFT + 212- 23.5 PSF WALL © 0 10 SQFT + 212- 36.4 P5F w © g 20 SQFT + 255 253 PSF (D g 20 SQFT + 25.5 34.1 PSF m 50 SQFT + 24/4 26.0 PSF (:E:) a 50 SQFT + 24, 4 31.1 PSF Lu 6 100 5QFT + 23.0 24.3 PSF e 100 SQFT + 230 302 PSF I 0 500 SQFT + 20a 22b PSF a 500 SQFT + 205 22.6 PSF D 0 GARAGE DOOR 5' WIDTH WIDTH + 2471 25.3 PSF GARAGE DOOR 5' WIDTH + 242- 21.0 PSF O 10' + 23J!� 25b PSF O 10' WIDTH + 23� 26.1 PSF 12' WIDTH + 23B 253 PSF 12' WIDTH + 235 26.4 PSF 16'+ WIDTH + 222- 24b PSF 16'+ WIDTH + 22-b- 25.5 PSF CHART 15 IN "ALLOWABLEMOMINAL" PRESSURES. CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES A55UME 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 T H O BOTTOM M O CHORD, RD 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 S BOTTOM TOP CHORD OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS,H EN FROM BO ALL EXTEND OM CHORD TO 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. BELLOW WITHIN DTO FILL THEE AREA VOID AKKEN UP BY TRUSS WORKI.E. THE VOID .) FORTRANSFERRING UPPER POINT ACE BETWEEN THE BOTTOM PLATE OF AN LOADS (I.E. STUD PAALL CTHE MASONRY OR FRAME CKS)) TO LOWER COMPONENTS WALL SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL HALL BE ATTACHED: 1 SU " S C •• @ MASONRY/CONC. WITH q DIA X 3" TAPCONS AT 8 O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• IF H STRINGERS SARE SUPPORTED I N THIS WAYLS AT EA. U SU ( HANGERS ) GERS ARE 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 I J TS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQ UAL. UAL. 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 OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT • IF 1x-ATTACH WINDOW THROUGH BUCK TO MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLAPPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC. ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLOWING 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 FOLLOWING APPLY 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 BYANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. e`��,►IiIII/I,,/ • e O' �•• . .��j>��s�i avo�```N V a -0/� •e J, `,� ®. . . co 2 o�C3: e ® •WJ s • Q ® ®'/5b•°'°.; • , avo ® Qe ®'® \jk I I 111 i`, W U u z 0 ❑ w w >_ S R O O a it x J o>� oU goh FD:Ho (5Z° ^��O W w Z = Z = a >w °D U K m¢ Z w woo u>,ZUz�n H � w � a?== z�m2a� - �o~� z F LLa°a wLo~ow �Zrn Z Zw>U-' Z u�nzg Zzawo >-I0w "'�z�o 0 m ¢ w Z - 0 w �� H w¢>� J 2T �w=:D Q -< LLLZ Qw� W a3 = N dl0 N � mo r1l m en u _u ��z w w a mmm o�aNa ~ W n �o w w wmj rn Z woN0N o Q VaoZ >-�u.2 US w u 00 0 X a z D 3 I o-rg w � 0Oa a L� O ON Z O i\ 14 N +.-' O M >i--i 4 o "< z M V) (O Ln a V) L 2:� O � Q � LL � >- � M U a- � `� Z Z 3 LuJ O l0 'd- mi 0 w 0U) z .J .j < .< F- cc LU . 0 �_ V 0� �_ U) SCALE: AS NOTED DATE: 05-07-2018 SHEET NO. SN I---------------� INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-0" TANK -LESS W/H =L1=1= =1= I H C G CORNER OF O O O HOME ,- U) GARAGE SIDE 5 0 0 o STUB -OUT FOR i'-O" o ' GAS METER 0 c N U O � 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. 7'-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. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v,., LU 15/32" CDX PLYWOOD OR C7 7/16" OSB RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X��_ ++++ +++++ +++++++++++++++++ + +++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° •r Filler blocking ° + 1/8" gap ° FILL CELL STD. 90° HOOK BOND BEAM F F cr j STD. 900 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" )Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 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 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl 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 1/16 Z,or=20 details in One 10d box areas=20 of highJ 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 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000so BC16500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing beam below Load bearing wall must stack over _ blocking and wall or beam below.* — Joist When joists meet over wall, provide IF-1 3/4" minimum bearing for each. I- Joist can be offset e 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. BRG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) (p i0 6„ A 1Yz" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist (D o depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT IL wl (22) 10d NAILS TYP. GIRDER TRUSS 2 x TOP • PLATE 5/8"m 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—/ SEE PLAN FOR--' FOUNDATION INFO ' C' ' STEM FOUNDATION —GRADE rvt, unrix 4 rw SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/(18)10d NAILS UPLIFT = 11 TYPICAL SIMPSON H10A INSTALLATION DOTE: )PLIFT VALUE S 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 PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE r—PLUMBING LINE � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION FIPLUMBING LINE ° .e d ° eo G III=1I1=1 a Q I1=1I1=III: � �I-III 11I II III SEE FND. PLN. SIZE & REINF. loe e � r e o Z ¢• r sp �U 2. U z o o w 0�,. i�8 aLL= J Hall wFv��F Z �z o 3u� oEza w w Z 0 w a O J cc 0 .0 w m¢ w LL a z w0� O wZUZ�n aroE �¢zw�� U S O w 0 Y Z w �aaow �_Zw= ��moac� H � O w w = H Q F 2 z N awp_tEa Z w Z 2 U_ w- � z Z¢ w a mo_� wm-o > l o w w z w=¢ LU =G W o� Ul) VlD N m N M o ro U it rr• (' w MM z arm w w a a mmmCM �'?aN �� W p � Ln �� W VI it : O w w Z W OJ N V) t9 o"^Q W " z a?"i° � W J u 00 C X a z 0 ss a- :5^o ° o O �° a iE O ON Z 0 Nr :h_2 O fO z M C0 Q Lt) 'gyp to 0- to 2: 0 z Q � LL U) V fa ,--r Z �i W W O Jl0 d- U) UJ 0 J Q Q W 0 to U Z Q U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 i I I I I I_ _ iI _IL ------- 1- 11 11 I I I I I I I I L— — — — — — — — — — — — — — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP-) VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL, UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. eni•t I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90- HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 241, O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 41 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB II/ 6X6 LLJ NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE ' _ , �D 00 D III ll —I I — 6 MIL VAPOR D BARRIER , I III— Z T.° _ �• • N T COMP. SOIL. (COMPACTED TO 95% III 111 I I I Imo'—TLI IIII I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1"1 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ BLOCK WALL BEYOND 1411 O.H.D. RECESS z - 411 a00 SEE A/S3 OR J/S6 I I I I 1= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 411 (1 STOR / 11(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 _ -_ m d D 1-1 I =1 I I I D -III-111=111 I . I.;,III,;,III III I� I I> o (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-61 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 1 & @ T MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 r WWF OR FIBERMESH "' -A 10. — I I —III —I II III=IIII 811 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4'1 53 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 OWS OF 2 BLOCKING 3/8" MORTAR BETWEEN SLAB & BLOCK CI C\/ W-Al. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %I' GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 811 (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'1 SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"1 x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 21 PLATE WASHER (TYP.) (ALT: 1121 TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2�� @ 24" O.C.) WWF OR FIBERMESH �31/2" MIN. I'31/21n.)-411 00 _ — —1_T[—III= 31/2"(min.),- 4"=II 4 •' —III_ T - =11fWI— '—I I I=, I I I I I IW I I (2) #5 CONT. 4111 1 III11T1V l41" " I' U.N.O. MIN. TYPICAL BEARING WALL CD STEP 0) SHEARWALL KC "SHEAR WALL" SCALE: 3/4"=1'-0" 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 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"1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN 5/8"110" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS 2"1 PLATE WASHER (TYP.) (ALT: 1/2"12" TITEN HD @ 24" O.C. OR 5/8"10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE @ 24" O.C.) 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2" MIN. Ae p . °--III= Ts1/2"(min.)- 411 D At _ — I—JUI —I I 31/2"(min.) - 4" =III=III _ ° • —III I I r— III Hill 1 M —� ''=III=III I 11=III=III=III J—lal, I' (2) #5 CONT. 14,1 I �,I I I=,�1141III11 1 118 - U.N.O, MIN. TYPICAL BEARING WALL @ STEP CC SCALE: 3/4' 1'-0° 53 8" C.M.U. THIRD POINTS @ 2x STUDS @ 16" 1 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"1 "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS (6) 1/4"1 1/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 6 x 6 W1.4 x W1.4 WWF OR SPACED EVENLY FIBERMESH 04 2x P.T. PLATE EEP SCREED INSTALLEDx. BAR —� r I ASSUMED FINISHED ° PER MANUF. #3 OR #4 REINFORCING BAR GRADE �, ° �--�; ... D ° a z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r _ FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] Z ch -0 DJ 25"MIN. LAP [30" MIN. LAP] ° —I I=1 I 1=1 —I11. \ D �.°D D D. °O 6 MIL VAPOR BARRIER -1 I I III D ° 11=111=111=m O° R 1 7/811 ° _ ' I— I I ° 11�=1 I I —III—, #5 REINFORCING BAR I —III —III —III —III —III I _ _ N z ° °D III=1 i—III—III—III—III- z IIII I I=1I I=1I I II I IIII II I I1 .- #5 LAP SPLICE D—I 11=1 11=1 11=1 11=1 1=1 I I I i I I—i I I I — a ° D III —III —III —III —III —III N I I=1 I I—E_ = I =III= I =III= = T COMP. SOIL. (COMPACTED TO _ _ 95% MODIFIED PROCTOR ASTM =1 I=1=1=1 1=III=III-1 11—III=III=III=1 1=1 11=1 11=III-1 I D1557) I I II 11111 IIIhIII I 11i11,1 ._� -1 I—III—III=III=III—III—III—III—III—III—III=III=1 I 411 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION K�D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41 S3 SLAB INFORMATION. 6x6W1.4xW1,4 3 1/2" WWF OR FIBERMESH min. 4 GRADE ° °° I----- _ — — -(1) #5 REBAR w/ OPT. 11W_ 11=1 11= I I— 11=fi�= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0° 53 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M ..e.. Y:• .Q "-i1I I j JTI=I I I1=_ . �..:.: � .,..... _ I I 1=1 I � I 1—� � • ' • . —III—III :. 4„ I zo I-1 I IE I.LI-III •�.a�.��<�':�•� —I SEE A/S3 OR J/S6 -I I I ICI I II11 I , -IT. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) l'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2>, HOLD GYP, BD. 1/2" FROM SLAB 0� ,_0" CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' c 60 T WWF OR FIBERMESH E M 6 MIL VAPOR == BARRIER — — ' —III—III- =1I1=1 I —I =III—II1=1 I_ _1111111111 'Li 111 „IIII ; I �' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4'1 53 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM w END OF 2" x PLATE o D Lu CL I I — . eD . III— III g Lu LLI 1- #6 REINFORCING BAR #6 LAP SPLICE REBAR DETAILS SCALE: N.T.S."IIIi 1 10" #5 STD. 90 HOOK F 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 z STRUCTURAL BEAM a SIZE & CONNECTION W W 2x4 P.T. a PLATE INFO U) --wiv W w O.S.B. ; I 2x4 #2 SYP P.T. FRAMING w/ E E . > VA IE PER P N MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING COLUMN LOCATION w SCHEDULE x> j W J oW 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" TA 'CONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS[L TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR. _ COMMUNITY SPECS SCALE: 314" = 1'-0' (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'1 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#) 6x6111xW1.4 N WOR FIBERMESH coWF E �* - (2) #5 CONT. =I I I III III, , , I ITI I I, ON 3" CHAIRS (TYP) L l 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" 53 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N c r E c") go I_I J=JII,,IIIII �,, °' IIIII. r ' . a . a =III M I 1 . ..: a Ll- -----III SEE A/S3/J/S6 ,I8- FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I I EXTEND FILL CELLS = TO FOUNDATION PAD d CONT. FOOTING STEEL I I MAT REINFORCING. r ' M co GRADE _ ° ;_11 = 1 a�ZLwu w =1=1 I Z—z _ �v _ _ - Mo I I ° d°� C �' III=1 =III=III=III=11I I I =1 I I=IIII I 11= -- OOTINGG -III III —I 1=1 11=1 1=1 I I I I I=1 I— 11=III=111=111=III ,�I -III-III—I BEYOND H PAD REINFORCEMENTI—III--" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 "use xi cc ® >• uw Z0 Oww >_ S a O O a� 2 J !-al7 wt-Ins~ z �z 000^ ��0OR p 3u.� a EZ,2 W >wm� 3gza m a Z w 0» woo wZLL"zIn p a oLE az Z w z aLL FS- F ��m a(7 �pLL SF.Q��,ZL Ln �(Z7� w ZWZK= O LL Zzw =Q >oow w�z1-0 0 wZ— � W woG FWD>A J 2 L7 K w C Q =ax a�wz W a3 U 00 r' J mo N M J In 00 am z m LLi ui m L L a N 2,2,0, W 2 0 2, 2, W 11, - � O w w tZn w O v N 3 N V 0 J O^ Q W Y ZQr'io0 W w u 00 >( a z � Lu aLu o Q O Z r4 N 0 � �>-+��0 z M Q � Ln a (/� — 0 HN LL Ln a ^ � j CD Q Z � E J� W d- O ui 0 U Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.S3M - - - - - - - - - - - - - I (2) 2x6 OR (2) 2x8 TOP PLATE SEE I PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE I SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION I I 2x DEAD WOOD @ MID POINT w/ (3) 12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY I 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 \�Np) 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 SPi w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" 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" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 4 a a g Q a a a a g" STD. 90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J \mEMEN�\ T T Lu 8 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 SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a a SCALE: N.T.S. a g a o 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" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -�t 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 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) LBLOCKING USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL Q d d ///'*- w ° ° a DOORSTOP MOLDING a 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR 1DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" 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. -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. BLOCKmpl— 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 SPLICE u� / iNAILS TOTAL) EA. SIDE OF �5fqo SPLICE STAGGERED • M STAGGERED FROM BOT. "�� ATTACH ALL J EXTERIOR STUDS SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK W/ (4) 16d TOENAILS REINF. INFO. W/MOUNTING ANGLE TO TOP PLATE a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SP ICUD FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STT AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J 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 2x( 16" TOE SIM 10d STL 2x6 FOF 101 0/I DC CF TY 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 V - 4' (1 2) (1) (2) (1) LSTA30 4' - 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (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 1 • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAI LS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE '�'-2x STUDS TYP. p SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. Eo TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE SIMPSON SP4 -� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSC SP4 SCALE: N.T.S. SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED 61 J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF) i (4065# SPF) 3 (5665# SPF) )S (6865# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. i&NUT 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 ROOF TRUSS ABOVE 2X BLOCKING 0 -(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 0 BEYOND. PLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED ° 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. 54 (MIN. (2) PER BOTTOM PLATE) ,s�®�i ®`%�®a1a ...... O poi aa® w Zo ow _¢0 0ali2 J a�- z O O z � 0 O 0 0� 0 V n a H z W wZ5� 35z=a oc O O K Z O a� o� az =oLLo Z�aaow � �zw= nwgR aLL�� aim a� F- F�LL � E (� w�2=o p' �zz Zw>0z O w c� �., z - u. >00 w wz F-0 ui � J W w 2UWOE Q m r- dLo N m N m o u1 o0 -- Z M W W a a tititi W 2 � � -� uiLn o . MO w w W � N ,Zn 00 LL (� Q Y w V Z Z a � -i Lu wUoo �Xaz` 3 Lu '; g a w w ^o a z O ' a 1 O O Z (V 0(DN 14O r>ur)m fM Q -p r.n � O Q a) -9 cn la� U M '--r C 0000 Q cv Z w J C) U) ui o� ui M V Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S4 — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD I I BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TRUSSES @ SIMPSON H10A w/ (18) EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT I I 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND I I 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 — — — — — — —1 ATTACHEDW/10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 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) 10dxl 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM10KT W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/ (18) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 21'x4" SEE STRUCTURAL NOTES — NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45°t 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 EACH JOINT W/ SIMPSON H2.5A w/ (10) 8d & (2)10d TOE NAILS @ IL @ FROM LEDGER TO EA. END .' BLOCKING 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)10dx1 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) 1 Od NAILS & (4)1/4"x21/4" TITEN @ 4'-0' O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL JTL ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP "' M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION 10 00 O0 SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;o 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS /� ^ NAILS @ EA. END ATTACHED W/ 2 -16d 7�j Lll IJI 2x4 PANEL BLOCKING 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 Wl (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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) 10d x 10d 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) 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) 1 Odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24"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" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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 L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) j 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 'J%jl\ 1. ULlll All liv.7 GABLE END BRACING DETAIL RUNNERS 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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) 10d & (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 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" 0/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) rGABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xi 1/2" SIDS SCREWS TO TRUSS & (4)1/4"x3" SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.)_)l SECTION 4 SCALE: N.T.S. CJ'S 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2'x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KTw/(4)1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP,) GABLE TRUSS DS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 0 z w a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \ S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 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 IN /TOP & 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 '�� \�• s Sit`) � v o '0 " ®®;U`` % Uw Z 0 O w w w Q O Z.= J =emu oaa� Ha(7 w~�n Z �� Bo~Z(DO O ^ U wo_ n Q'o Hoz O wz�o 3gz=a DC w m a 5 m U a >-�zUan b 2~O E (,�KXZw I— LLat �Wg w�w�20 wzwZ�? O LL Z a o U n Z w Z roow wC7zF=o w z _ Ow _ W mu v a w w¢ Q -ate ow N 513: V 00 N m N m Ln o0 mam. &w to 4j L# mmz 5m w w a a m�� W p d L11 p m�� W v1 OC V m0 w w Z W _3 4 N C9 0"� a W z a _4 ° � W w v 0 X a z 3 Lu �Lu " g ��a o `�° Q O z r-i � N O > rn O M a U)M In Ln Ln Q , LL I— CL ce U M a z E 0 wJ � d- mi U) ui Ou) z J uj 0 V z U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. L 11 �_.. 441 _ 1 1 '1 III I_ II I..._.. - - - - - - - - - - - - - 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 X4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1X4 1/2" DRYWALL "RYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAILS1X FOR CONN. DETAILS FOR CONN. DETAILSX 4FOR ff 4 LONG X 3/16"� X 4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16.0 X 3-1/2" LONG3-1/4" FURRING INTO STAGGERED @ 16"BLOCK@ TAPCONS STAGGERED yC8TAPCON. 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 �� 3 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. 6EH TO SHT. SDW2-K1 CONN. ;DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"fd X 3" ..Q'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX 2'-0 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO , 2 x 8 BRACE/ BLKG. 7/16" OSB> \" ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. M\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU ---, 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS um 2 x 8 BUCK - CONNECT TO BLOCK VITH 114" x 31/4" TAPCON (1 1/4' MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 2'-0" 1/4" x 31/4" TAPCONS —LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL 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. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLSVIL, #5 REB: (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS w SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS s f SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"X21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL 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. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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 BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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 R16C 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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'-011 F.F. • D .•. p .. o. I I I I_I I I_I I I_I I I —I g . I-1 II_- -1 —III—III— �. p ° •� I I WIT_I �I —III T GRADEI- ° M p z r 01, " p (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" =1'-01, FILLED CELL PER FOUNDATION PLAN + + UNACCEPTABLE INSTALLTION DO NOT DO THIS �, kR YP.) ♦� t2" THE , :S ,♦ FILLED CELL INSTALLATION X TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD 'Th PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-011) SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE 95 REBAR (TYP) �0 -*STD - HOOK (TYP.) �- NOTCH'#;@ FIRST COURSE SCALE: N.T.S. QPP cur -PT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" w z 0 u_ O w U 2"x BOT. PLATE W/ (2)10d @ 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 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE 1 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 += I I FILL 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN - jj. 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'-011 5'-0" SCALE: N.T.S. INISH FLO ° ° p #5 BAR a p . :p . p• 101: e p ° CENTERED W/ g p ° 9 H IN TOP o KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING p p A SIZE AND REINF. PER PLAN 0 °. AND SECTION DETAILS -I ° CLEAN FILL DIRT z °• ° STANDARD c 0 90' HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. LL .. F cr-Lu ® ®;� z Iy • % s r^ ®��,osarl,ee® w U W � Z aa� a w ioQ�= J rat? wF �Nk z �z o 3u1=-zW w m 3 Z u Ja wmQ w�O °- � az »u}� w 0- O w Z Z v Q I-O~ HacZwz C� Y Z - a w w Z w¢ O Z Q a F- Q I— �aLL�° m 12z u) w LLa2� ho=o � �Z'Sz Zw>S2Z O w w z-- w (Dz LL _ U o f Z Ui z C7z w 2 >o0w wzF-O uj Z w _ uj = U a H w Q -aH wpw~ Cw/i a3 m Ill l0 N m N In o cn Z jM w w re In Q mW 1/1 ��mmmm W ul d O W w ,Z 00 Lu O N Q c/1 Y Z z � � o W w 0 � X a Z Lu �; g < Lu OC CD a z a i O Z 0 N� O > M O M a U (D Ln Ln Q u- F- p- . e V a- 0 Q DO E Z W J S U) ui ou) ui V Z Q CD SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. - - - - - - - - - - - - - I I I I I I I I I I WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) Z. I I I I I HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHO FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER SELF -ADHERED 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 WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. IQ[ nI nlnlrn D4,PER NTH W GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 Q flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WP01 SELF -ADHERED FLASHING WP02 WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE �► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING _J ..........:'::'::':.:. 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 SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF O THRESHOLD SECTION {SEE DETAIL WP02) _11 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r�r��rnrvu SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE rv-�.anuvu SELF -ADHERED FLASHING O WP07 WP10 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED 1 2 WP05 SELF -ADHERED FLASHING PATCH WP11 Q SELF -ADHERED FLASHING INSIDE CORNER -►(Ground 7 FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco WP09 WP 12 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 t t f walls pp o the op o a s 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 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 ASTM C1063 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 Z ocV O tv N 1-+ 4-J o F>U-)ro CD Q V) ra U') a- to L d' V) O N Z Q (1)I.L� CL ^ Q pi,U CL fa rl 00 E Zra WJ 0 J d- Z O of UJ UJ SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. W P Cn -00 CD -0 > ID 2 . ................................. C:) Ca A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 4- to 2 0 U_ HD210-2 FL17232.3 ESR-3445 HU210-2 FL10656.4 ESR-2549 -cu Ca HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 -0 ZJ HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 0 3_ HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 HD26 FL17232.2 ESR-3445 HU26 FL10656.3 ESR-2549 CU C) A required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the con0 > HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 struction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. C/) E (D C) HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 Cn a) Cn .0 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461 �6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) 1`1_20461�9 +67.0/-67.0 psf ThermaTru Firbar-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-6TO psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640A +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf H0610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD041 0 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FLI 1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FLI 1473.5 SIM200802 HTA20-18 F1_17680A 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 HTVV20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 HTVV30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTVW16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doom W5 (16X7) FL1 5279.53 +30.0/-30.0 psf HTVW20 FL6223.2 Evaluation Report HTSM20 FL11473.11 5IM200802 Clopay Building Products Residential WindCode Doors M (8X7) FL15279,85 +38.01-42.0 psf Clopay Building Products Residential WndCode Doors V\16 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doom Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAP 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tam 151b Felt Underlayment FL1 2328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RVIO FL21580.3 N/A HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HU526 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FLI 7232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LU546 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 F1_10852.7 ESR-2105 I LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTAI 5 FL17244.18 ESR-3455 LSTA1 5 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2106 LTS1 9 FL17219.2ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT208 I'Ll 1496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL1 1496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A LTW12 FL17244.8ESR-3455 LT512 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 I'Ll 14707 SIM200803 Boral Tile Saxony 900 FI-71549.16 - FL7849.20 N/A F . OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. we chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Rates FL1 999.1 - I'Ll 999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A M P3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244,18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244-8 ESR-3455 MTS12 FL10456.33 ESR-2613 M7W16 FL17244.8 ESR-3455 MT516 FL1045&34 ESR-2613 MTVV18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FLI 7240.5 ESR-3447 MGT FL1 1470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56111.25 FL13904.6 ESR-2616 Cn NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL1 0441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FLI 1473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FLI0456.5 ESR-2613 RS1 50 FL17244.27 ESR-3455 H10 F1_10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 F1_10456.7 ESR-2613 E RTI 6-2 FL17236.2 ESR-3448 H10A F1.10456.6 ESR-2613 W RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 a) RT3A I'Ll 7236.3 ESR-3448 H4 FL10456.14 ESR-2613 C_ RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE U) RT5 FL17236.3 ESR-3"8 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FLI 0456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200803 > RTSA FL17236.3 ESR-3448 SPI FL10456.41 ESR-2613 CIO 0 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 > SPT4 FL17244.32 ESR-3455 SP6 FL10458.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 O SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL1 0456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 0 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL1 0655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FLI 1468.10 SIM200804 U) THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 CZ THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 00 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGT53F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 < UPHD8 FL17219.5 ER-0200 HHETA20 FLI 1473.9 SIM200802 0- LGT3-SDS2.5 FLI 1470.7 SIM200803 -0 LGUM26-2 FL11473.12 SIM200802 Z _ o L LU_1SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation Building Codes and Standards pow i Product Approval Application Detall 1 ✓201m F1.004111141t2 Cerg EDSYLa data 21k DolePsotlhp 20 Iva! Version mawjkcbjw CAXA d Validated B, Yalkiland Sri MCAcistrovat Approved Stamm Revision 2017 Thomms-Tru Corporation Rick Wright Lyndon F. Saurddt, P.E. Ryan J. King, P.E IOM52017 07/122017 101182017 12/122017 Approved Category: Exbrbr Doom (419) 2WI740 PE-43409 (813) 767-0555 SUbCabgary: Swiping Exterior Door AsserrbLe, rikwillnvbidgconwawmb. Coaplance Maas& Evaknaaon Report from a corn Florida Regislored Arches t or ■ Lbrind Flodda LUM profreMrW Engineer Ent Product Mode. Number or Nast Product Dandridge Gial®LAnll- Addlee AnDrovoil.for 2utegeHVHZ Mtn9t delay DaMn prmprs 1 a. Therma-Tru FtmerCbsslc and Smooth -Soar Nominal 8&139;8 &quotNon-Impard8quot Opaque 12/3112020 No Yes No WA Comecon Edge Faglsss Single Door grawkgfOulswmg; X Configuration) FLe2W11i Snide Entior 21M Dina Dab pending 21M Iva! version tttlglissurs! EooWeer.a Limn Validated ey ydam Awmiu d FOC Approved ApDrond Berle Rwislon 2017 Thermi Corporation Rick Wright Lyndon F. Sdrka, P.E. Ryan J. King, P.E. 12113=17 12/132017 12/212017 Pending FOC Approve Category: Exterior Door (419) 296-1740 PE43409 (813) 767-MM Subcategory: Swaging Exterior Door Assemblies rikw@nvbldownaulams. Cospifenca Modood, Evaluation Report farm a ram F1.0211411,1411131 Florida Regkdered Architect or a Licensed Florida Rciessbnal Engineer Ala Products Product Modal. Number orNrne p atga Quallh, Assurance, One e In Sag Dutoddo Mlaetl BagMm Promise PlWprs 1 a, Therms Tm FberCbasie and Smoo Our Nominal 6'8 &quotNon-Impad&quot Opaque 12/31/2021 No Yee No WA Conpoeke Edge Fiberglass Single Door Search corta s (Imosi giOulowing; X configuration) Florida DepaMlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1162018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peer I +a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fagot 1=18 Florida Deperhnent Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail l'apm 1 are 115rm1e FLi204614t2 FLsw4el.Rz Cog Entity or Dek Pau latependlnp 20 Cain Stoller or Do 2da DeMPJnatoa no P1 2 TM vorolm eamderanc contact Engineer &Lk- Validated By YateNled HgllmMd @! W A -roved Ali" One Yssalaa Mistrusted- Centaet Emd-&Licom. V.sdsted av VSIIdiaw subsdftnd FACAroomlyd AIa,,,,d Stan Revision 2017 TTemr a�Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 1&1512017 07/122017 10H82017 12/122017 Approved Ravlabn 2017 Thamai Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10I152017 07/12r2017 1011B2017 12/122017 Approved 290 Sdmt Entity or � IaM lalsPandtan late CWaary: Exhuior Doors (419) 298.1740 PE43409 (813) 767-0565 Category: Exterior Doors (419) 298-1740 PE43409 (813) 787-0655 Ian rr.4ntafd VaYdebd � V�ta� $lam PVC Approval ,iP20 $Mho Subcass"; Swinging Exterior Door Assomblfea Ild.G 'bltlpwrarullants. Subcategory: Swinging Exterior Door Assemblies ritlmf@nAd9consueame. Revislon 2017 Thera-Tru Corporation Rik Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/15=17 07/122017 101182017 12/122017 Approved Con Ai nce Moll Evaluation Report from a CanCartiaory: omplb Mar Evaluation Report from ri corn Exterior Doom (419) 298-1740 PE43409 (813) 787-0555 Fbrke Registered Arcnled or a Licensed Florida FFlorida R09isteW Architect teed a •Licensed Florida SubCabpay: Swinging Exterior DoorAaeembllet ddrwi9rwbtgcomuaants. Professional Engineer professionalag�ine Complirce Method: Evaluation Report from a con Florida Regkaared Anhaad or Licensed Florida FL/2g4S1-R2 products FL810161A2 Products Professional Engineer Boa Product Model. Number or Name Ouallt CAssurance Product Description Contract Expiation Dab Aonrsved for Usa Approved In lj jV Jj out" .for Use NVF¢ lin 201 RrYLM d lag drossLi9WImnfB AmLovaclfor use Approved In HVHZ for Use Imact Dorian promote FLs211,4614t2Products 6 f. ThermrTa Fiber -Classic and Smooth-Stor Nominal 815,11 0 &quo;Nunn-Impsc*uo; Opaque 12/312020 No Yes No WA 9 I. Them i Filow-C WN0 and Smooth -Star NOMnal 6&t39;6 &quokNon-Impaddquot; Oozed 12/312020 No Y" NO WA 91MW A-- AporwW for Use A-ed for Use hoped ynish Composite Edge FarargWa Single Door Canpcase Edge Fiberglass Single Door AKI Contract Eaet�.�e In HVHZ Giants, li BIAMM pension (Inewfny0uiswing; X configuration) (Mwhhg(OWwig; X configuration) 14 n. Therms-TruFtooCla"I : and Smooth -Star Nominal 88339;0 8quotNon4mpact8qu0t Gazed 12/312020 No Yes No WA CampostleringO Edgtows Fberybee Sinpb Door FL9201a1R3 FL22OU140 (Mrvkgl0ulswMp; X cort3puratlon) rrag Entity or 20 Rai Debt pending 20 C4dt Enft Dore 20 dale FLa2MIR3 um Vmlen Magiftatuo! CenMct Engineer& LicerrasyelMabd By Vsigtled Submitted IBCAonrsval Approved IMBa Ufa! Version Mandates, Contact Engineer A Licers, Validated 6, YWW" 1uhmod F13C Aop[eral Aoa@vW StWa Revblon 2017 Thera-Tru Corporation Ride Wright Lyndon F. Schmidt. PE. Ryan J. King, P.E. 12/13/2017 12113=17 12212017 Pending FBC Approval RevMm 2017 Therms-Tn Corporation Rik Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 122112017 pending FSC Approval Sing l:nehter DeM land daMP90dID¢ DeM Category: Exterior Doom (419) 298-1740 PE43409 (813) 767-SM Cabgery: Exterior Doors (419) 29&1740 PE43409 (813) 7874d555 irm Version Correct Erma- & Licamas v� idated By Ydddo AHkalm FOC Approval �2 atim Subcategory: Swinging ExWdor Door Assemblies rickwilImbkgeonsultarns. Subcategory: Swinging Exterior Door Assemblies dclav®rwbMgconeusams. Revisers 2017 TMrs-Tw Corporation Rik Wright Lyndon F. Sdunldt P.E. Ryan J. King, P.E. 12/132017 12/1312017 12212017 ding FSC App. Carp9uru Melhad: Evaluation Report from a con Compliance Method: Evaluation Report from a con Category: Exterior Doom (419) 290-1740 PE43409 (813) 7674M Florida Registered Architect ore Licensed Florida Florida Registered Aidalecl or a Licensed Florida Subcategory: Swinging Exterior Door Assemblibe ddcworwbbpwnsultanb. professional Engineer Professional Engineer Compares, hb#wd: Evaluation Report from a wn Florida Registered Architect or a Licensed Florida FL92WH4L7 Products F1a20181-R3 Products PfoiMsbnal Engineer Boa Product Model. Number W Name PiMIBLAssura� S9akfctE&aklden De4 A .itl! Ate' hi HVHZ Datside for Into 1 onion RngMm beacon alga Product Modal. Number w Name 21MKLABYrs0fd Product Dmrbdm Contract Expiration Dab A.MLlb! A0�1ad � Inl!>7Z !u .for Use IOQZ Wdd Irs21dan Rngtam Cmgrs F1i20461Jt3 Products 8 f. ThemM-Tru Fiber-Clanb and SmoorthSYar Nominal 88ut39;0 &quc;Nondmpad" Opaque 12131=1 No Yee No WA 9 I. Therms-Tru FlbaaCMbk and SmooM3tar Nominal 8&M;a &quotNon-ImpadBquot Gland 121312021 No Yee No WA Imam 21" Composite Edge Fiberglass Single Odor Composite Edge Fiberglass Single Door Product Modled. Number or Name product Description Contract Expiration e.NYtiZ 2uMldlt2lZ lint Pneerin (InswingnOutewing; X configuration) (hrewtgl0ubwkg; X configuration) 14 n. Thera-Tru FamsrCaeek and Smooth -Star Nominal 81ui &quotNon-ImpadBquot Gland 12I312021 No Yes No WA Composite Edge Fiberglass Single Door andriat crude (Inshwlugl0ulowinp; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 a i 11=18 Florida DeparUnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I I/Mi8 Eli or 21M 21ft Date po"mr, 2lM FUH821111449%k Q112 9.1ty or )sot 20 Date pandne 201 P1f17747R0 PmaLor Pei 20 Data Pmdm 20 Iya Ymgn l mnukcb a contest Emares,iLle- Validated ®D Yaldated AWME lid FIIICAg[mul Ago[e[ffi States mm vmd9n V,,u%c lrs[ Caned Emdr eL4JLl,- Validated ByYddWated Shchmlud JBCApprsdal Aamyld SMha -926 Iva! Ymlen ldaldaehlrsC yaNdsbd err CenMct Egd�eerilkdna YatideMd ltlballed 1h111ScAaarsnl Aootsmd BMha Revision 2017 Themma-Tor Corporation Rik Wright National Accreditation & Ryan J. King, P.E. 1201,2017 09212017 12122M17 Approved Revbbn 2017 Thoma-Tw Corporation Rik Wright National Accreditation & Ryan J. NMg, P.E. 12202g17 0921/2017 1222/2017 Approved New 2014 Ther i Corpondkn Rik Wright National Accreditation & Ryan J. NMg, P.E. 071202015 =1372015 072512015 Approved Catsaory: Exterior Doom (419) 296-1740 Mrra9errem kMWA fe (813) 787-0555 Category: Exterior Douro (419) 298-1740 Marwpemem institute (813) 7875555 Cobgomy: Exterior Doom (4�19) 29&1740 Management Institute, (813) 787$565 SubCaYgary: Swinging Exterior DoorAsbmhga daw�rSbldpoonauMmts. Swinging IdpconeuMante cdnv®rwblopoonsufiante ComnplYnw Meshed: Certification Mark a Eating corm CYatlmd: Certification Mark or LisWgIMo p Compliance MAmndd:CCedlSrJtko Mark or LMft Qtm Aporoved for Use AQOfwed let IIN lm� Dnan ADeroved for Use Acproved for Use Imgg¢f Doolort FLa17747RO Products Quaete Aosumrru ABmwM porpvstl ed Ute Afor Use 1mPa1 2ertan Boa Product Veda. Number or Marne Productdatga C9ahactE .Dab WIM outside HVHZ RMetaem Prelulrs Boa Product Model. Number orName 2effiaerE In!l1dZ DuhkkkHYHZ Resistant Prnam Boa Product Model. Number Maine r34A.l.�tlatap 1atABP. 4nNM&IB(tii !e!holont dinars 1 S. &quo;Classio MquOt and &quotBenchmark by &8 and W Opaque and Glazed Fbagbas Door with 12131=1 No Yes No WA 5 a. &quo;Smncth-.Sbr&quot and &quotBwchmadr by SO and 810 Opaque and Glazed Fiberglass Door with 12/311=1 No Y" No WA 1 a. Opaque Fiberglass Door Nominal 38i39;0 x 73R19;0 Opaque Fiberglass Door 07/3112019 No Ya No WA Therms-TruBqud; and wMchd SKU*n. Inning and Oubai g TMma-TruBquo; and without SideBas. Msvring and OuawMg - (Inwft I Ocpdng X Configurations). San Olds Search Criteria Search Criteria Florida Deparhllent of Business & Professional Regulation Papa 1 of I Building Codes and Standards 1r52ota Product Approval Application Detail FLA4U -R4 datlt EImBLer )and Ra DabPo"m go 17,ltedu 990 IVa Maslen 1tNLdoctu x SmaMct Engineer B Lk- yal la wa, Yddad SghmWW FW Aon[mrsl Aporogod AM & mm version Manufacturer Revision 2017 a Widows and Doors BmM Sanger Luis Roberto Lomas Steven M. Urirh, PE 06/132017 08/`112017 08115M17 101102017 Approved Revision 2017 MI Windows and Doors Category: Exterior Doom (717) 36533M PE-82611 (717) 317-8464 Category: Exterior Doom SuhCabgory: Sliding Exhorter Door Aas -ones Subcategory: Sliding Exterior DoorAacernblba Cawparce Megcd: Evaluation Report kom ■ Yse: EveReport form a Florida Rapfelered Arc head or a Licensed Florida Florida Registered ACvmptirce mAyact d oor r a a Licensed Floods Professional Enpinaar FLfi5332-R4PmdusM Professional E gl 91MtltLA-- AsionowedferSge Acaroved for Use Irsanf Design F1i16332-1111I products SIBS Product MOM, Number or Nam Plat Dowd Contrast Cretinism DAM In lMIZ Oubkb 2QZ Rn prsa((M $fins Product Model. Nu tw or Name 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 121312018 No Yas No WA 2 SERIES 420 ALUMINUM SOD 1453/46quot;xW&quo1; NON -REINFORCED d con Yaaten Mlem Revision 2017 MI WWMows and Doors Category: E h rlor Doors BuhCnogay: Sling E terbr DwAssemblies Compliance Masi Evaluation Report from a Florida RpisMed Arrhbod or a Uoslred Florida psoleealonal Engineer 110a Product YedN. Mhmaer or Mrne 5 SERIES 420 ALUMINUM SOD REINFORCED Florida Dspeftneent of Business & Professional Regulation Pew 1 a 1 Building Codes and Standards I mde Product Approval Application Detail I:oytL9[ 299 211a DYCPfmJIm 21M can= Eflah .a.Lkame Vatkiiii.EI V bd,%d Subrallood MA9aoml A-r-d $Mho Brent Sanger Luis Roberto Lomas Sloven M. Ikkh, PE W132017 OBn 1/2017 05(152017 1011&2017 Approved (717) 36541M PE-82514 (717) 317-8454 beafinger®mhd.can 21aft A Use ADwroy"for Use knead D I n Product Dandelion Contract Exodrattion Dole In HYtZ 2YMkli Resistant pt m SERIES 420 ALUMINUM SOD REINFORCED)= 121312018 No Yee No WA 143"xQ1 uat Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of I 11 1J&N1g F Cede EDShLa aorta 21M Do* POMIM JI M 10111 Version IMmI(ligInt Contact Endeser&License VelwsbdBy YJIIdrled SWmtlMtl FBCADpwiM Aabroyod SMha Revision 2017 Clopsy Budding Products Company Mark WasisrlMid Infedek Teams Services NA, Gary PrushW IIrAM17 08/10/2017 12M52D17 Approved Category: Exterior Doom (513) T104g82 Inc. (513) 519-0588 Subcategory: Sectional Exactor door AaaamWNm nwmssr6eM@doPay.com CwplYhra Waco: Certification Mark or Lb&g Quallb,Am- A-vad for Us, Aoawed for use Inexact Dealer Sae product, Model. Numbor w Nome product r.2wmdzmsmvgLno In HVHZ DuM.l.11lmi Baedam Premium 95 085 W&W PAN-2FI 53:73,75,84A, 94, 42, 48, 42B, 480, Steel Pan (inn. 25 gi Single-Cor (up lo 919' wide) 05212028 No Yes No +38 PSFI42 4RST, SRST, ODES, ORBS, AR6S, EDSS WBNDCODE&9174; WB Garage Door PSF r 9.20 Iyn Veden l Revision 2017 POT Mdu*ws Cologay: Widows SudCaYpmy: Single Hug Cosparce b el : Certification Mark or Listing 11.22311,4211 Products sal Product Model, Number w Nome 7 SH4500 (Large Missile Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page i ore II l/Wol. Inlay t Deu 2dta Does Poodno 20 Contact EDgdnae[&LlmOss Validated! By Vsillsild Submtltlm MApprsYsi AnmYed States Brim Singer Luis Roberto Lomas Steven M. Urkh, PE W132017 061112017 08/1112017 10/10/M17 Approved (717) 3653300 PE-82614 (717) 317-8454 beMnger6n.Wd.com D ggda Approved for dUse Aeorri for the jaggct Dlpden Product Description Contract Exelmde n Dole In Oubkfe lIVNZ RngMm Pressor SERIES 420 ALUMINUM SGD OX. XO, )X 121312018 No Yes No WA 988quotx80&quot NON -REINFORCED FLIH51141-114 22111111 mm Mmga Memento Rwisinn 2017 MI WWndows and Doom Category: Exterior Doom SubCabgay: S*ft Exterior Door Assemblies Compliance Maacd: Evaluation Report from ■ Florida RegbWed AMhsed or a Licensed Florida Professional Engineer FL11,1151324b Products 220 PranWot Model. Number or Nana 3 SERIES 420 ALUMINUM SOD REINFORCED Florida DepaMTent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 10 1 115=8 Entlg or 21M 20 Rau Pw98a Jai Canters EnglagB Lkensee Validated By Vllldand Sllhm)IMd FOC Aisoreral Approved AMR Ban Slinger Luis Robert Lomas Sloven M. Uricm, PE W132017 0B1112017 08f152017 10/102017 Approved p17) 365-3300 PE-02514 p17) 317-8454 bsungertMmMoLcom QualityAlWrsBCa Aonroved for Use Aooroved for lfee Imact Dealer Psis Description Contract Expiration In t!!tiS OUM& Ram P[eaurs SERIES 420 ALUMINUM SOD REINFORCED OXO 12131=18 No Yes No WA 1453/48.quotx98&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fl,tl"$4t@ Sang Eater u 21k 20 one, paroffina Pau .Dfa Version Manufacturer Contact Error- &Lk Valves By Validated Sum 17CADi A9g®ad all" Revision 2017 ThemufTru Corporation Rik Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1011812017 1011a2017 10222017 12/122017 Approved Category: Exterior Doors (419) 296-1740 PE43409 (813) 767-6M Subcategory: Swinging Exactor DoorAssembibt ddosenobide-aukanb. Competence MMhod: Evaluation Report from a con Florida Registered Architect or a Licensed Florida Professional Engineer FL#7640412 Products Boa Product Modal. Number or Name prodtKtpmdodm Contract Eigilradon Dole In "M Outside HVHZ lam P11bgrs 1 a. &quo;FbeiClasalo8quot. &quotsmooffstar&quo;, 8&R39;8 &quotlmpaddquot Glazed Fiberglass 12/31=1 No Yea Yu WA &quotCWsWmf&quot or&quotCteasicCrafi Single Door-(X) Ir-ong or Guawing Configuration Raalnliquot Cog lVaa Ylrslan Momillsolimer Revaln 2017 MI Windows and Doom Celsgay: Exbdor Doom Su6Cals": Sliding Exterior DoarAeaernblies Compliance Mashed: Evaluation Report from a Florida Ropbterod Arah&sc or a Licensed Florida Professional Engineer WE Product Model. Nmnfar or Norma 4 SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or 1 11 1/YJ019 &nitror PAN 21M DANPonddg 21b Contact Erick-& k- Validated! 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(613) 6194688 Category: ENeder Doom (613) 7704082 Ina (613) 6194.558 Subcategory: Sliding Exterior Door Assemblies druarkillipgtlhidushlowcom SubCaloeory: Sectional ExWW Door Assemblies rverlonfleldecbpsy-com Su bCabgory: Sections[ Exterior Door Asssmblbs moresholieldililclopary.00m Compliance Mebod: Cernoallon Mork or Lading FL82914R29 Product Compliace Method: Corti6catlun Made or Listing FLi1527e45 Products Compliace Meacd: Grbfcnon Mark or Listing FIL11111527945 products Boa Product dada. Nu bor or Nerns Quality Apamrnu Approved for Use Agpreved for Uae ProductDa9datlan COFWI. EaatoSen DeM M!D(H2 Impact Daler Mat pJaam Sass Product Model. Number or Naum Quekbr Assursrnce Aporwod for Use Apgyved for Use Product 2g�ctEx In HVHZ l HVHZ Impact Patan Rn�nt P -re Spa a Quality Assurance Aegrwad for Liu Appwrd for Use Pf9l�QaFDatIgO Sd�actEtulrstlm �e I IRnZ Colons HVHZ let Perlon Rel4Mm pJfmin 10 8GD-6570 (Large MbNM logos) Vinyl Sliding GNU Door W742021 Yes Ya Yo WA 37 037 N5-09 PAN-2F151: 84A, W, 73, 75,1500,190, 76, Steel Pan (ran. 25 ga.) Single -Car (up to FOr wide) 0521rMS No Ya No +30 PSF/-32 53 053 W&18 PAN-2FI53: 84A, 94, 73, 75, 1500, 190, 4RST, Steal Pan (min. 25 ga.) Double -Car (W? to lVir 06212028 No Yet No +30 PSFJ W 76V, 4RST, 4RSF, 6RST, BRSF, 2RST, 48, 42, 55,488, 4213, 55S. GDSS, GDSSV, GR5S. GRSSV, ARSS, ARSSV, EDSS,ED5SV WWIACOOE&9174; W5 Gals" Door PSF 4RSF, SRST, BRSF, 48, 42, 55, 48B, 428, 555, Goss. GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, ED6SV wide) WINDCODE8111174; W5 Garage Door PSF Search Crawl, Code version, 2017 FIL 0, 251.10 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall 6,tle274�a Sdift Entity Dora tau PauPemlm Ra LOS version Manufacturer dantat EBa doer.S.Le-y.immw ia Validated Sub, Wed FOCAon[mal A,,,,yd lMha Revelon 2017 Cbpay Building Products Company Mont WMbdbw Inbrbk Testing Services NA, Gary P(ushbr 110141117 08110M17 12MS=17 Approved Cobgery: Exbrlor Doom (513) 770-8082 Inc (513) 519-0588 SutnGbgory: Sections[ Exterior Door Assemblies mswmlortlelde: opay.aam Conpbence, Medved: Certl6allon Mark or Listing Anarwed for Use Aeorwed for Use laact Doal- Slate Product Model. Number or Maine emduct.DngnmgB Contract Exolradm Dab RaIORY Oulalaemm2 ldnaMnt Premium 102 102 M16 PAN-2F153: 73, 76. 84A, 94. 42, 48, 42B, 48B, Steel Pan (min. 25 go.) Double -Car (9T to 107 05212028 No Yes No +37 PSFl41 4RST, BRST, Goss, GRSS, ARSS, EDSS wide) WINDCODE&8174; WWI Garage Door PSF Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards varmis Product Approval Application Detail FLOISM14W entkv or 210 2W Dab Po"no Dole Code Corded E,,h-&1Lk- Vadwow By Ytmd Md Submitted F8C An meal A,W M States IVm Vaelen Manufacturer Dean Ruark MWml-Osdo BCOO - CER Wend-0ado SOCO - VAL 12202017 12/082017 11260117 Approved Revision 2017 MI 1Mndows and Doss (941) 488-0100 (786) 315-2590 Cfboory: Windows dnrklipptscknies.conn SubCabpory: Horizontal SYdar Compliace Method: Certification Mark or Listing Flft63n4t6 Prodre:le GLOW Assuranca Aperovod for Ilea AD r v d for Use S0a9d Deal - Product Description Caramel Exedration IndRaZ oubkb.1PQZ Ism PrsNYrs Bra Product Model. Warier, a Nam Vinyl Skgb Hung Window 07I302020 Yes Y" Yea WA 1 HE 188 Fin and Filings From Florida Department of Business & Professional Regulation Paw 1 or I Building Codes and Standards 115=18 Product Approval Applcatm Detail FLIN1637R7 r4a EotgL.a Pei DeM IaM2on.na 21M mm Ymioa MMafww- Contact Eoalrear411coma Validated ft Validated Snhmmd Fil2Amro1W A,-,d At" Revision 2017 CURRIES Division of AADG, Inc Dedic Dow UL LLC Ted Boman, PE 11/302017 102&2017 12105=17 Approved Category: Exterior Doom (841) 494-2844 (305) 80&4707 aubCalogiExterior Door Components deve.dedlcatauaabby.co Conplterice Motlnad: Codification Mark or Listing m FLa11&17R7 Phcdrmte D(ayg(AaE�g Aomwad for Use Aged for Use head Delon Baas Product Model. Number or Maine PonhgtOncfp5on CotlrsctEi Qate lad2aZ OulskisIRri1Z HagMm Preaum 1 807, 707, 727, 747, and 847 Shgle and Palm of (bore Flush, Glazed, end Louvered single and palm of 12rairms Yea Yes Yes WA holl meal doors. Florida Department of Business & Professional Regulation paw 1 a/ Florida Department of Business & Professional Regulation Page I a d Building Codes and Standards +/sw18 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Know or 2a a Deg Dab Parafna ogle Cede Ends, or go 20 Dab peruNna DeM contact Enakaer&License yoklododBy V IWNWd Submitted FROAoamal Approved SMha ]Val Vanden Manufacturror Contact EppYMPL&.Lk- Validated By ysigated Submitted FWAoaonrsl Approved SMha amm SMrgar American Arch&ecllrsl Steven M. Uddh, PE OIA=18 01/032018 Validated Rwhkn 2017 MI Wndows and Doors Bros Surlier American Arch&echlml Sawn M. Udch, PE 12/312017 12/312017 01104*018 Approved (717)365-M ManulacWmra Aaaociallon (717)31741454 Category: Windows (717)385-3300 Manu chmem AseoWtlon (717)317-8464 bslkq"mkrd.can Subcategory: Fisted bstangwomiod.com Compibnu Method: Cordfira ion Me* or Lana Ppaggrr�yr Addressed for Use Aoorwed The ties Product Dandelion SdmmctEaatrs a In HVHZ 2ulskis iZ latent !alga pe wtom pressure Bffia Product Model, Number OfNam 2alb, Aa9LNa Approved for Use Angrovml for Dee lmaat 2aelon Product Doscriation Contract Exceeded BMW Ind1YdZ oumwa Ytli Resistant P.rsnun 73x82 Insulated Gloss 02/160119 No Yas No +66/55 1 185 PW 73 x 72 Insulated Obis 04M=18 No Yas No +W-80 PIriTS!!$2 Cede IWa vm)on Mamibsetu Revision 2017 MI Widows and Doom Category: Windows SabQalseay: Single Hung CongAkn Method: Certification Mark or Latino HrE11lat621�d1Isit Boa Prodct Yodal. NUMer a Items 2 185 SH m fa«M 290 Iva! vmlon Mono der Ravalm 2017 POT Industries Category: Windows SubCWgory: Fisted Comphonce Msli Certification Mork or Latins F1.9243420 products Begs Product Model. Number or None 9 PW5520 (Large Missile Irrpect) Florida Department of Business & Professional Regulation page 1 ter I Building Codes and Standards IJ512018 Product Approval Application Detail Entity or land 20 Dab pending 201 Canted shallower &License )MlMatedBy YslWated hilt JB2A-mvid Apdu>and AN" Bum Singer American Archaeduml Sown M. Urtdm, PE 12292017 12/132017 Valkloled (717) 3653300 Monutecurms Association (717) 317-84M beaan"rraw.com Quali A.to. Aoorwed for Use Approved for Use bears Delon Product Description CoDkactEXDIMBM Dab 1, HVHZ 2drMmS IBBZ ReauMot Prs m 52x84 Fin ange Frame IG15G Single Hung 10/09I2010 No Yee No +Il Florida Deparu7lent of Business & Professional Regulation Paw 1 a 1 Building Codes and Standards 1 y2o1a Product Approval Application Detail Entity or Dale 20 Dab Patidno 20 Cptaf E-k-& Lk- Validated Re V&IWated IBdhmlMd f82.Ammal Apmnd Slates Dean Rurft MtemWado BCCO - CER MbmFDode 13000 - VAL 12202017 IZDS 017 12125=17 Approved (941) 4W0100 (788) 315-25M dnwlopetlrdwtriescom Quaate Assuranee A Aooroved for Idea Iment Dolan product Desctlption Contract ExpirationDad In HVHZ Dahlias HYHZ RnYMm pJ Vinyl Fixed Window 0473M020 Yea Yet Yee WA LLo N 0 Q- � 0 -6 ICULL U N //0 � CD -�ail O VI O O O ^^11 W CC 0 OCU MO L.L .=+ to -0 ♦A 0 -+ � Cc O /�� i � �H .� /-4�-00 V/ Li E z z LU J U C- cn Ca U N 0 C Cl) c)_ O 2 Cd � � CU peel O O L Q Q ///♦•P��y� � O � O ♦ y /\ =+ � � � 0 /��stt ��`� ♦ /1 � `~ M /0 v / ' ^ O j yL M ♦� 0 U Florida Departrrlerd of Business & Professional Regulation Ps 1 a+ Budding Codes and Standards 1/520+e Product Approval Application Detail Florida Department of Business & Professional Regulation Paps 1 a I Building Codes and Standards 115=18 Product Approval Application Detail Florida Department of Business & Professional Regulation P.pe i d i Building Codes and Standards 1rwie Product Approval Application Detail Florida Deparbrient of Business & Professional Regulation Paps I e l Building Codes and Standards I)SWIS Product Approval Application Detail F1.01535341111 Sere EntM a �! Deb Peedln lieg mm version IYOId�IrH Corded F &Lest! velMabdBv 511ow almmw LBD.Aponym! Approved AMR Review 2017 MI Windows and Doors Brent Billings, Luis R Lomas, PE &awn M. Urloh, PE 10232017 10/161 10282017 121122017 Approved Cabgery: Wldave (7m 365-3300 PE•82514 (717) 317$/54 SubCaYaory: Mulbns batmgwon"d.kprru C.WRegistered Architect ti n Reposed vim a Caapatena Yethed: EvaUallon Report from a Floridaldes Regi E red Ar $ft!♦�.PIDducts F1.a161R11 Slide EBShnet 20t !� Deb P40YIOa 201 IYJB version MaaYh.tilOL Si-Wt Em�81J� Validated By Validated automated IBDAoorslrri A br M Atihn p vmm 2017 PGT Industries Dean Ruad Mom -Dade BCCO- CER MlamFDsde BCCO- VAL 12/050117 11/1 W0/7 12IO912017 Approved Category: Windows (941) 486-0100 p88) 31b-2680 Subcategory: Mullion druark@pgtlndwbles.com Compliance Method: Certltkatbn Merl or LbUng FLi281R7+ Preduuca QuelMtAesllrsope ADDroved for Use Approved for Use Iaesd Daskm Flf+31tlRa 2m Entity L 20 11t 1 20 111Y! Vmlon WnWestersr Contest Eaa1�4.L�s Validated By VaINWd Awmim FECA-rovid Approved auta Revision 2017 James Hardie Building Products, Ins. Pinaeherg Zhu Ronald I.Ogewa John Southard, P.E. OBI AM17 08A)M17 0I 2s2017 f D/102017 Approved Category: PanString el Want pI gS r 9-2927 PE-24121 (352) 387-2526 complianceMethod:Method: Evaluation Report from a dlacom u Fonda Registered Architect or a Lianaed Fkxitla Profesabnal Engineer FLH31B2R6 Prodrueb FLf+l1a2R6 92& EO *i or 20 10 1 Oa � mm version Manb tom Dontest Enafesudilfesnes YelWatedBy Valmm Shcbmld FOCAppnrorM Approved Itaha Revision 2017 James Hardie Building Products, Inc. Pinaeharp Zhu Ronald I.Ogaws John Southard, P.E. 08,25M17 OBI0912017 08120,2017 101102017 Approval Category: Panel Web dies 34&2927 PE-24121 (952) 3g7-2528 nb0abgaY: Skllp PlrgefrpMlha@Jame:Aar Complbte Ilstlnod: Evaluation Report Roma db.tm Florida RepNbred Architect or a Licensed Flwda Professional Engines FLa13192R6 Preduueb Alta I. Resistant I� $tea 2 Product Modest. Number a Name 5764 Vertical Aluminum Murton 12/312018 Approved jr Use k In.ttYtK outside HVHZ No Yes Lpesft Resistant Yes Deslan PJlltVrs WA t Mutorus ferAll Doss and Windows Akimbum Mullions OSr2&2021 Yes Yes Yes WA $3a 1 Pupdet Model. Nuuuber w Nartr C:empbnk Lap Siding Product. fib -camera by siding 12131r2020 Approved for Use bL1YtlZOutishria.HVHZ Yes Yes Intend: Resistant WA palm t7sesprs WA Bean 2 Product Model. Number w Marro HardiePlank Lap Sing QIaM AesYrsm9 Product Description Contract Explisdoin fiber -cement by siding 12rJIr2(20 Apprwad for Use Aoa[aved for Use Deb it-HVHZ oublicle HVHZ Yes Yes IM2191 R ashod WA I� PJeemll. WA Florida Department of Business & Professional Regulation paps I off Building Codes and Standards 11=18 Florida Department of Business & Professional Regulation Pap + d1 Bolding Codes and Standards 1=18 Florida Department of Business & Professional Regulation Pals, a, Building Codes and Standards 115=18 Florida Deparbrient of Business & Professional Regulation Pees 1 a I Building Codes and Standards I=is Product Approval Application Detail Product Approval Application Detail Product Approval Application D stall Product Approval Application Detail 19111536343 Sere E rib w Dab Difie lab Peedin 2im Imp version YaoLllldllru Contact Emd— & LIc— Validated sir Validated AWmWW FBCAopmlal Approved Steno FILM14R11 —220 Edttv w 292 _D& Dab Peedin DW r ma Vmbm IYBWahlmr Contact EmWa & Laame Validated By Valdded AWKW ad 1:@GAptiroval Aogol d Am& FLA1131111f4tif 996 €dew Rob Ro Dow PNWIM 21M Imp Ymhn lNn4dlArtmerr Contact EDalou[& Li— Validated By Yapdesd Bdhhrslpd LBS:.Amrsvel Applaxd @boa FLN31024Re 240 E t1N w 21b 2dt Daft Penang Dog dyne vuUon ttemdardtlrsr Somsat Err afou[l�Lirame v.licteted eve Validated BWatlad 1ffi.Awmvd Apprplad Bona Revision 2017 M1 Windows and Doom cabpory: Windows SubCebpory: Mutates Brent Stinger alb R Lome, PE Steven M. 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(908) 348.2927 PE•24121 (352)367-2528 plogelengshu®kNer reeh ON512017 081O 2017 OBI2B/2g17 10/10/2017 Approved anReport from ■ CPWrea Method: Eve1ua6on Florida Registered Architect or a Llasesed Florida PrWseelonal Engineer PLa281R11 Product mba CapnMathad: Certification or Listing cpsma Method:Ekution Report from. Florida bored Architect or a Limited Florida Professional Engineer db.com vele.tlon Report Florida Rnal EngdArridbet or a LiCMesd Florida Professional Engineer .fain LU Bga Product Motel. Re mim ar am. Gua9N Assurance Product Description Canoed Expiration Dade Apormmd for Use Aaaroved In.NVNZ for Use IMalft outside NY tz Mond palm P-- FUMMIN14RIPinglacts, F101319241ISPmdueb am>! Product Modal Nurser a Nser product D"Whow Contract Embedon Dab In-!N ¢I ChAlme NVMR Impact Resistant Deslan Preseun 1 Mullions for Al Doan and Windows Alumiman Mullions OV&2021 Yes Yes Yes WA log Praluet Model. Number w Name 4iabLAMarsnce Product DescriptionInner. 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(330) 922-2389 PE-43409 (813) 787-6555 ntlhanpson®ablde.tm 10104/2017 10AW017 10/11/2017 12/12r2017 Approved Revision 2017 GAF Category: Roofing SuhCabgory: Asphalt Shlrg W Michael SOsh Robert Nbrdron John W. Knezovkh, PE (800) 788-3411 PE-59166 (954) 772-MA mebeh®pe.cern O0272017 092O=17 09,282017 12/122017 Approved Revision 2017 TAMKO BUBding Products, Inc Cabpory: Roabg Subcategory: Uederteymems Kard Eden Zachary R. PrIW Locke Bowdon (417) 624-8844 PE-74021 (334) 300-1800 brrl_edan®lamko.ctu 10119M17 1OA612017 10202017 12/122017 Approved � Compliance Method: Evadst on Report from a Compile— Method: Evelt diun Report tram a Complbte Mehod: Evaluation Report from a Compliance Issthed: Evaluation Report from a Flodds /vdYtsi a a Licensed Flertls Florida Registered bG of a Licensed Florda Florida Sect of a Lkensad Fbrlda Florida Registered! Archbct or a Licensed Florda Enginew Phalluses lE�l �� Profeselo l Eno er F1.111152724112 8e9a Prodea Moth. 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Prot Locke Bowden YalWmd Bubmrsed PRG.Aesrolal 10110=17 10/102017 10117=17 Amgsmld 12fl22017 Babe Approved m _ Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-IMO Meats Company (rAMCO) (813) 248-UN PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 24834% PE-74021 (334) 300-1800 Metale Company (rAMCO) (813) 2483456 PE-74021 (331) 300-1800 Category: Roofing Subca enemy: Rwflng A--I.s that sib m aorhY®8anstalm ag.com Category: Roofing Subcategory: Roofing Acoessows that are an tonpCgamhkooMg.corn Cates": Roofing SubCafra": Roofing Accessories that ate an tonyegannbaooM9-cam Cabagory: Roofing SubCabgwy: Roofing Accessories that am an ttYGeorrobkoolft n kdegrel Part of tht Rooli g System Integral Part of the Roofing System Integral Pan of the Roofing System Integral Part of the Roofing System compliance Matlred: Ewlwtlon Report from a Compliana Method: E-kM- Report loom a Compllance Meeed: Evaluation Report from a Completoe Method: Ewbstlen Report from ■ Florida RspMened Artlabrt or, a Licensed Florida ProkabrW En*w Florida Registered Architect or a Licensed F'brds Professional Engines Fords, Ragbbred Arrhiteot or a Licermed Florida Professional Engineer Florida lrts ed Architect or a Licensed Fbrde ProMskmd Engineer Blasi Q-11t, A -Dadra Product Da Aponti7adfor RM Approved for Use InHVHZ OLdeloHHZ tin Resistant Gordon Bathes IenE Product MOM.XuueerwNams Quality Assurance Product Description Stes A—,d for U" Apereved InHVHZ Rp1alidetARY for (W Impact Resistant Donlan Prsesure 12" Prodsict Mordiel. 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Sisk mof ventilator with Mpgrabd bafib 09MW2026 Yes Yes WA WA 4 TAMCO Rand Tap Off4 dge Vera with BefM for Tile 25 gs. sbtic roof vendor with Deft 09992026 Yes Yes WA WA U) —tf -I—, Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 a I Iffi=1a Florida Departrnent of Business & Professional Regulation Budding Codes and Standards Peps I Off 11=18 Florida Departrnent of Business & Professional Regulation Building Codes and Standards p.pe + a l i=is Florida Department of Business & Professional Regulation Building Codes and Standards Pape i of I 1157101t Product Approval Application Detail Product Approval Application Detall Product Approval Application Datall Product Approval Application Detail v / FLM5W4ti 15 ELiL>HB$Lt 13d24ttFLt Fade Erdhr or � 20 DesireP.edin 21M Fall Entity or 22h Deg Dab PendingDeg F.443 EOdpL4r 20 thg Dow Penn go2012 Enter or 20 go Bob Pmmamm Dig lYm Ymas MonLftcww Forded Emlnesir & Lteame validated By Validated Submitted EBQ Aomr9yal Apnrorsd Btapa IYm vlrshn MenldactLlrs[ Contact Emtaeu & Lk— Validated By veYubtd Submitted FBC Approval App[mmd Atana lYnl Version vAnufactu Sraob wt Enalesu3 License Validated By validated Bnhmllbd FBScAmmlal A,,rw d awn lym vemlon lamdagnau Contest Enpww & Li— yalktebd By Validated SWmlltad FFIC Appimnd Approved Sane / Revision 2017 Fluids Metal Products Irv: Clark Jonas Janes L Bucker, P.E.® Mkhwl John Romer, 10262017 11110=17 100272017 12/1=17 Approved Revbiah 2D17 Lament, Inc Andrevr Carter James L Buckner, P.E. Steven M. Urich, PE 12118/2017 "Ply Revision 2017 Sorel Roofing / MonbdA%M Thomas Jammed: IAPMO Unb- Evaluation Gary W. Waken 10/182017 10106c2017 10212017 Approved Revision 2017 Boral Roofing / MonbrLfdb Thomse Jammed IAPMO Uniform Evaluation Gary W. Wapner 10118/211117 10/062017 10/2112017 Approved O Cdegary: Finding SWrCablory: Roofing Accessories that se an Integral Part of the Roofing System (904) 783.6400 CB= Enploeedp P.E. tladlfiMmt.tm PE31242 (561) 414-7557 Gregory; Roofing SubCsbgay: Roofing Accessories that are an Integral Part of the Roofing System (501) 982-6511 PE31242 (717) 317-8454 annerfgbmanco.tm SubCab gmy: Roofing Theo compliance Method: Evaluation Report from a thomal jertarrotntt @bo860-0 m Catapay: Roofing Subcategory: Rtflre Tiles Compliance Method: Evaluation Report ham a (802) 2288 Serves LLC. (205) 856-0180 tnomr.)emcet®baatt in L� CaaWbna Medrod: Evaluation Report from a Fbrlds Registered Architect or a Licensed Fla+da Cpmpllance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fkrrle Product Evaluation Err* Product Evaluation Entity Erglsr Professional Enplmr FL#r8se-N17 B,tga ProductsFLa7BaR11 Product Yodel. NuuawwNuro 9uiditiLAesr — Product Descriptiorn contractEgoanstionniffat1nHYtlZ Approved for Use Approvcd for the S2testlir HVHZ lowed nesbtft Design Ftesmhrs Blaa ProductsProlemlond Product Modal. Nuuaerw Nerro 4uallotAmlmaes part ApjaravvLgCLbe dppr,,,d for t re Datata.tlY2S Oubeirrer IjVHZ ILaesd lellistaint Dral. I'Jeesm CU BBa 3 Prods Yedel. Number w Name 3- FLAMCO AquotRV 10 Ridge V nt&quob SAalbLAesy[.I'g S Alxnlmun RLdpe Veda for Pitched more fabrated 12l312020 AmmLffigLSW Approved far Use In �kj .1 .IABP. 140 Yes lmeset BirdseedJ No Deakin WA aaa 1 Prodrct Yodel. 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Number wName Ounfilly•Agyrspes Prockick Descriodon ContrastEKW M-Dab A—,d for Use Apmovdfo<lise ILLHVHZ outside,tRmi IMpest Comm) Persistent Pnesars a to lawny 900 Fat Prdb - Rollo, CA 10042018 No Year WA WA 17 Saxony 900 - Counts State, Hanford Slab, Shake, Sate, Flat Prose - Stodron, CA 10/W2018 No Yes WA WA 18 Sammy 900 - County Soo, Shake & Sate FM Prole - Henderson, NV 1064=1 B No Yes WA WA 19 Sammy 900 - Country Sob, Shake, Sob & SPIN Flat Profile - Lake Waos, FL iOO42018 No Yes WA WA Split Old English Thatch Shake SHEET NO. BesInG laYdaBunch Creole PA 1.2 N C- N Ca > C U }e � N O U ca. 0 2 . 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(205) 854-018g CIn6CassOcy: Roofr11B Totes tlwmn.jMsrrtl�bcaLco Coap&ano r decoct: Evaluation Report scorn a m Product EvaWtlpn Entity Pla7a4941t1 Produet FLIIS W&M Sr.Qdf Eftft or go 2aM Data.pandl 2W 1= Venlon Naa{Wgglrsl Contact Epalneer & Lice se Validated By VatmWd Sghl111Ye FB4EeaoYat Apa®tW all" Revision 2017 Global PMWJon Products, I.I.C. Tkn Robinson Well net Jr., P.E. John W. Kneuvkh, PE O&MM17 0819112017 091112017 121122017 Approved lebgory: 9huben (954) 889-7545 PE-44187 (954) 7726224 subcategory: Storm Paneb arLmbineon®gpiontoom pplppbapo AlaNned: Evaluation Repot horru a Florida once Moth ArdYYct Evaluation Floridan Lbansed Florida orial Engineer Ar "w7&Rk Sae EateLpl 2W 12k$ DW.paWlpa Pak mm Ymtea Ma ufacge[ comars era LJege Vrldaem By YeOatW SubMhbd FBC Approval Approved Alasa Revision 2017 Global Protection Products, LLC. Tim Robinson Well Tie Jr., P.E. John W. Knerevkh, PE 0SAW017 08131=17 091112017 12/122017 Approved Category: y: Sto tim ianswi45 PE-44187 (954) 7726224 bpwaplY: Storm Peneb tkruobmsorl®pppsntrlprrl Compliance Method: Evaluation Report from a ProfesFlorida sional Arceer � or a LkwwW Florida py .22ft Elltlhcst DW 2W Dab Pending MU12 .version Manufachu— Sontag Enchwr & Lks Valklabd ev yatmWO Submitted FBC Agarsasl Ala)@rW Attila Revision 2017 All Amerton Shutien and Gets Mika garbled Frank L. Besnardo, RE Troy Bishop, P.E. 10120120117 RG Apply Cabins: Shutters (Bike) 71allamo PE-0048549 (�) 947-0880 CCompliance ompliancy: Storm Panels re.CDon lbmerkenehulb ProfessionalFlorida Engineer ;Ewct or a Report from r n.com Registered gin Architect or a Licensed FbrMa eel P odret YpdaL Nunhm or Nor ce 91ahbLAulmra Mproved for Iles Apa[atrW [ache Its avtiE 211tema Him trsWGt Raillsdont Delon prsaMlrs Flatad7sdt& Product Gustav Assurance App oved for Its. A—ved for Impact Desloa FLa1ae76 R& Product, Quash, Assurance Approved for Its. Approved for Use IrsgS9t 21WM Fla1Te&Rt Product ouster Approved for Use Aponexed for Ur r/A� . v / 20 Saxony 900- Shake > WM: Slob Flat ProMe - Lathrop, CA 10/042018 NO Yes WA WA agl Prodnncl Yodel. Number or Nance Product DmdWJ- In Wfi Z P—re Sal Product Model. Nunba A Expiration Dab In HVHZ g Roolstand p $el Predr 2 YodsL Nun Wr or No- A--- per, laHVHZi ?plea!-fLVr li ggpaq( Dulpa lea PrsIM� 1 20 Gape Golvanlrad Steal Storm ParIshim Z Corrugated! Gstanivd Steel Sfomi Panels retained 12/312019 or not by tracks to provide humcene protection. Yes Year Yea WA 2 24 Gape GaNanhed Steel Storm PsmsWTWVHZ Cangebd GaNardud Srsel Storm Panels Istal ed 12/312019 or not by tracks to provide hurrherle protection. 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Components (253) 9246478 (80) 839-1344 � Subcategory: Tess Plates dvertQrN.wm (205) 5904M subcategory: Engineered Lumber Roberl.Saidwbeweyema subcategory: Engineered Lumber RaberL6eMMno."Wha Subcategory: Engineered Lumber RobarLBakhWill elerhe Compliance Matllock Evaluation Report flan a Compliance Method: Evaluation Report ham a Crueler— Com tune Method: Evaluation Report Irom a euer.com Comptrrce Method: Evaluation Report from a eueer.cam Product Evaluation EMiy Product Evaluation Entity Product Evaluation Err* Product Evaluation Entity AMA Product L bar or Nonso 0,11hLAtllasncd PmduotDeWaYpa Contract Expiration Date Ape sdl W use Approved for a In OubkbJD(tli Impact IfehMa Paalon pLeMIQ FL9B&274t Product Sal Product Model. Number or Hama Quality Assurance Product Dmdcdm Contract Expiration Dab Agam ed for Uso Approved for Use In}tv1Y. outside .li Impact l Design pt m F1a56274Y Produw Alfa Product Model. 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