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HomeMy WebLinkAbout35941 Saddle Palm WayGENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 10/4/ 18 1.0 OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE 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 I/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R - 6TH EDITION (2011) R302.6 AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 92b. PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP 5GREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORR051ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER 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 RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE615TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R1O3.15 OR IN ACCORDANCE WITH ASTM G 92b. 5TUCGO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.IAl THRU 1,11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN Imo 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS 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. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-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 CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENIN65: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (5.0) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE6 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R90521ol 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES 'ROM 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 ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D bl51 15 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM 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.C.R - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R - bTH EDITION (2011) RW533 SHALL CONFORM WITH A5TM D 22b, TYPE 11; ASTM D 2b2b, TYPE 11; OR ASTM D I910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE vASD IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA5 118, 119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER, TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C12W, C525, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENI%5 INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES 514ALL 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 M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED 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 5HALL 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 (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER 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 SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN W. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY 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 / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 REVISION LOG CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT LOT 20 BLOCK 05 SILVERADO 35941 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 I L I -I I-- I I 11 - - I i m I llmlmlm LENNARM 2485 -RIGHT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S3 DETAILS ; •�, • ; S4 DETAILS - x •-� S5 DETAILS >`•., o` �; -Co SS RETROFIT DETAILS '''%,d • ' • •o .``` WP WATERPROOFING DETAILS 17-11 PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SI`fALE '.(Juts FLORIDA BUILDING CODE •r.�HH�v NATIONAL ELECTRIC, COLE. ORDINANCES F'HYRI�II; LS �c v,Evv it)a nc JAI 2 auk, I ABBREVIATIONS AFF. A60VE FIN15H FLOOR EXG. EXISTING EKG. PARKING ACC. ACCE55 EXT. EXTERIOR PTN PARTITION AP. ACCESS PANEL F.B. FACE BRICK PV, PAVE(WING) ADO. ADDENDUM FD. FACE OF PVMT. PAVEMENT A)H. ADHESIVE FA5. FASTENER) PED. PEDESTAL ADJ. ADJUSTABLE K FENCE PER. PERIMETER AGG. AGGR'EATE FGL. FIBERGLASS PLA9. PLASTER A/C AIR CONDITIONING FIN. FIN15H PLA OR PL. PLASTIC LAMINATE ALT ALTERNATE FFL. FINI5W FLOOR LINE PL. PLATE A.B. ANCHOR BOLT FE. FIRE EXTINGUISHER RYL. POLYVINYL CHLORIDE APPX. APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLA5HI% P5F FOUNDS PER SQUARE FOOT AD. AREA DRAIN FLR FLOORING) P.S.I. POUNDS PER 5WARE INCH A5PH. ASPHALT F.D. FLOOR DRAIN P.C.G. OR P.CLONG. PRECAST CONCRETE AT. ASPHALT TILE FLUR FLUORESCENT FFB.OR PREFAB. PREFABRICATE(D) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN AUNNG END, FOUNDATION RAD. RADIUS B5MT. BASEMENT FR FRAME(DXING) RLG. RAILING BM. BEAM F.S. FULL SIZE REF. REFERENCE BRIG. BEARING FB.O. RR415HED BY OTHERS REFR REFRIGERATOR BM. BENCH MARK RJR RWEDXING) K. OR REM REINFORCIEWING) BYL. BEVELED GA GAUGE RES. RE51LIENT BIT. BITUMINOUS G.I. GALVANIZED IRON RA RETURN AIR BLK BLOCK G.C. GENERAL CONTRACT(OR) RVS. REVERSE (SIDE) BLKG. BLOCKING GL, GLASS, GLAZING REV. KvISION5), REVISED M. BOARD GLB. GLASS BLOCK ROW. RIGHT OF WAY BS. BOTH SIDES GD. GRADE, GRADING R RISER Bill. BOTH WAYS GB. OR GYPBD. GYPSUM BOARD RD. ROOF DRAIN BOT. BOTTOM HD. HARD RFC. ROGfNG BR BRICK HDW. HARDWARE R9. ROOM BLDG. BUILDING HOP, HEADER RD. ROUGH OPENING CAB, CABINET HTG. HEATING IRS- RUBBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING 5Gk SCHEDULE cSMT. CASEMENT HD. HEAVY DUTY 5NT. SEALANT G.I. CAST IRON HOT. OR HT. HEIGHT SM. SEATING C.IP. COW. CAST -IN -PLACE CONCRETE NL. HOLLOW CORE SEC. SECTION CB. CATCH BASIN HT1, HOLLOW METAL SHTHG. 5HEATHMG CK CALK(ING) CAULK(ING) HORZ, HORIZONTAL 51-17. SHEET CLG. CEILING HB. H05E 51BB SIR SHELF, SHELVING CRT(. CEMENT ND. N51DE DIAMETER SIM. SIMILAR CM. CENTIMETERS) INS. N5ULAT(EDXION) 5KL. SKYLIGHT CER CERAMIC INT. INTERIOR SL. SLEEVE C.T. CERAMIC TILE JT. JOINT SO. SOLID CORE CHAM. CHAMFER JSi. JOIST SPC. SPACER CIR CIRCLE KIT. KITCHEN SFW SPEAKER CIRC. CIROJI•FEFENCE KO. KNOCKOUT WEC. SPECIFICATIONS CLR CLEARANCE) LAM, LAMINATED W. SCUARE CLS. CLOSURE LP. LAMINATED PLASTIC 55T. STAINLESS STEEL COL. COLUMN LAY. LAVATORY STD. STANDARD COMB. COMBINATION LT. LIGHT 51. STEEL CONC, CONCRETE LTL. LINTEL 5Ta STORAGE CMU. CONCRETE MA50NRY UNIT LL. LIVE LOAD 5TRL. STRUCTURAL Cx CONNECTION LIV. LIVING 5U5. SUSPENDED CONNTR CONSTRUCTION LVR LOUVER TEL. TELEPHONE CONT. CONTINUOUS M.H. MANHOLE TV. TELEVISION CONTR CONTRACTOR IFR MANUFACTURER) THK THICK(NE5S) C.I. CONTROL OR CONSTRUCTION JOINT MAS. MASONRY TH . OR THLD. THRESHOLD CORK CORRU6ATED MD. MASONRY OPENING TUG. TONGUE AND GROOVED CTR COUNTER MAIL. MATERIAL TDL. TOP OF CONCRETE CR5. COURSE(5) MAX MAXMM TDF. TOP OF FOUNDATION CF. CUBIC FOOT MEGH. MEOHANIGAL TR TREAD C.Y. CUBIC YARD ML. OR MEDLAB. MEDICINE CABINET TYR TYPICAL DP- DRIP-PROOFMG MMB. MEMBRANE UC. UNDERCUT %. DEAD LOAD MET. OR MTL. METAL Utf. UNFINISHED DEN. DEPRESSED M. METER VD. VAPOR BARRIER DET. OR DTL. DETAIL MM. MILLIMETER VERT. VERTICAL DIA. OR I DIAMETER MIN. MINIMUM vM OR v. VINYL DIM. DIMENSION MIR MIRROR Y.T. VINYL TILE Da DISH WASHER MISC. MI5CELLANEOUS WSCT. WAINSCOT DR DOOR MOD. MODULAR WTW. WALL TO WALL DA DOUBLE HUNG M.D. MOLDING, MOULDING WA WALL HUNG ELEC. ELECTRIC(AL) O.C. ON CENTER UP. WIDE FLANGE D5. DOWNSPOUT MT. MOUNT(EDXING) WC. WATER CL05ET EP. ELECTRICAL PANEL O.A. OVERALL W/0. WITHOUT D. DRAIN MULL. MILLICN UP. WATERPROOFING EL. ELEVATION OH. OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NL. NAILABLE WR WATER RESISTANT EQ. EQUAL PINT. PAINTED) WI. WROUGHT IRON DWR. DRAWER NOM. NOMINAL WWM. WELDED WIRE MESH EST. ESTIMATE FML. PANEL W WIDTH, WIDE DWG. DRAWING RIO. NOT IN CONTRACT WIN. WINDOW EXH. EXHAUST PAR PARALLEL EF. OR EAF. EACH FACE N.T.S. NOT TO SCALE DAVIS BEWS DESIGN GROVP 150 STATE STR.EEr EAST O1.DS11MR• FLCIUDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAV6BEWSC:OM TA 4PA • DE %TVER. FSf.1994 c =_ 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 MANUR LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 z0 O N r\ •>-� Mp M Q 'gyp Ln a cn •L o a - C U Ln � a. ^ Q u, cl 0�0 zm � H -1 � d- 5 O Z �o za¢ H rzaa w c d I Oz8O Zdz< C W z 8�o� CLQ 0 Ip- w 2 O Wz Z w L3 Lu m ~ O V j cn ZW�Y,I� Ln �°o 0ce 0� wma W o Q oo� za O � Ln> oafo t� o ^ Oaw u¢LO 7: Z Z N (N �- : w u N u z c 8 J OQ~O 00 w lii F-00 8 t0 Z Z z �gO o +� 00 4Z Z4 D (A sly 4� O n m J a J a J()LL a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO. . - . . . -1- TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BILK OPNG BILK OPNG MULLED PAIRS SH 12 20 X 26 SH 13 20 X 38 3/8 SH 14 20 X 50 5/8 SH 145 20 X 57 SH 15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH12 18 1/2 x 25 1/4 SH13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. 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 4911 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 42 "x42" A/C PA COND. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 65'-011 18'-2" 1 10'-4" 4'-10" 31'-8" 1 .O" SHOWER -A SHOWER S ROUND u 1 .BATH ■I O 25-SH * EGRESS BEDROOM 4 8'-0" FLAT CLG. CARPET r 4068 BI-FOLD - -N R/S OLki oa a e OWNERS SUITE O8'-0" FLAT CLG. CARPET 4'.2" S3 - 8'-0" 4' 0"x8' 0" - CLG. H4 GONG. PAD 1-0" ~ BEARING WALL W/ NDR. AT � D UPLIFT AND STUDS S AT 12" O.C. 14'-1" 3411 4 � O FAMILY ROOM / 3;12 VAULTED CLG. n, VAULT CARPET / O � .;, m :f N.B. 25'-1" 4'41 I 25-5H 25-5H * EGRE55 * EGRE55 WN i 0 2'-6" I BEDROOM 3 BEDROOM 2 I (TYP.) 8'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET _ CARPET c!J ao I K I 83 I �I 10'4" 10'-4" I of � 4065 ISI 40b6 �I BI-FOLD "' BI-FOLD Q I `' — — — — — — — — — r -- HANSENBOX I1 11 R/S R/S AT 36" AFF. I I I I o 1 CLG. 2868 lIl! 11 I a ` I o 2'-10" 1'-411 2'-411 I'-2" 6-211 b' 10" I I I 22'-0" 2668 J ---- ---- N u',uN. I -%a i 3 CAR GARAGE SR/S = _ LG �I oIJ 8'-0" PLT. HT. — — — — — — — - I'-2" r - TILE L i — W.I.C. Q BATH 2 DRYER VENT I Q CLG. I L � D'c -011 ucr T.B. THRU WALL o I oc CARPET CLG. CHASE A H. z g II 168 T.P. Q I I' 4 IR"� EDGE OF SLAB 3'-6" 2' 31/2" N 5'-0" 4'-411 2" BEYOND WALL 3 � I e - L — JBEARING"O 53 BEARING WALL W/L — t" G 8' 0' a; �•E•WALL n°� HDR. UPLIFT AND STUD---------R/S H4— 53 r AT T-0" AT 12" O.C. - = I � HDR. AT -0' -- - . FOYER Cv N I 4 '�: � BEARING WALL W/ BEARING WALL W/ ri: � o Q) J2' n Q 9'-4' FLAT CLG. _r UPLIFT AND STUDS e UPLIFT AND STUDS 611 a 6„ 7TILE 3068 al; 9' 8" AT 12" O.G. an 3'-0" AT 12" O.C. $i 511 �* 3'_011 an 11511 51_011 2'_111 S'-811 VOLUME 9-4" -- 9'-4" e CLG. CLG. CLG. �� C 31_411 b -411 — 6� v S7 A — - - - - - PORCH I _ _ - Q Zia a, u ` _ T "1 8' - 0" I CLG. A.F.F.1 CAFE I I - - i Y'-2" 246 :o co u s VAULTED TILE CLG. -9 I l I I O Y es w o B F NDR AT T-8" PWDR E0l 10 81-011 1 TB. FLEX - I — - -- CLG. 8'-0" FLAT CLG. O CARPET j \ I - I T.P. SA e KITCHEN N — VAULTED CLG. TILE 2665 - PANTRY - - OPT. REF. CLG. --- 35S^H N ------- --- --- 55H. 9 Am a III v FLAT HEADER (SEE ELEV.) ao "� FLAT HEADER (SEE ELEV.) 9 all FLAT HEADER (SEE ELEV.) ";> 1 110 DEEP — — — — — I--- 58'-81, 65'-01, 33'-T FLAT HEADER (SEE ELEV.) 12" CM.U. COLUMN T.OM. AT 1'-0" AFF. (TYP. OF 4 AT PORCH) 1_011 ■ INDICATES 105 ♦ INDICATES 205 FLOOR PLAN — B SCALE: 1/4" = 1'-0" 0 STRUCTURAL NOTES 0 - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/S5." TIED TO THE BOTTOM PLATE W/ (2) 5IMP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. 03 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS 1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2' FLITCH PLATE (2) 2x10 #2 SYP W/ U 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE HS (2) 1 3/4" x it 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/BEII WEAL EIIWHEN 1/2" FLITCH PLATE STRAPS ARE REwm. • VERffY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTMS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING _ 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH ;;,, ,; ,,;,. ,; TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION RNAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LMNG) LIVING 2443 5F. GARAGE (055 5.F. ENTRY 141 5.F. TOTAL 50. FT. 3239 5.F. DAVIS BEWS DESIGN GROUP L50 STATE STRFEr EAST o1.I76MAR, RA)RMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAWSBEWS.COM TAIVIPA • LDENVER -_ - -� EST. 1994 O : •. oil III z � o\p : � �_ VORTEX ENGINEERING, LLC. 2w607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 '. `k : a 813.704.4842 ���6,'•.•••• �C'J�a` COA 28035 d * R �`� PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O N Z 0 � r, �(/')M� M � n Q4-)�In O Q i- u- C)- oC c^ U M Q a 00 IT J CD �O 5 oZ 5 w� zg w¢wx °° z1z 00 w �gWZ w f J 8��N m�o OV) Z Z C)ezZ }0 Z � p a m3 OO boo o�'c� J U. w�a aoa O z �J rNI LLZ1 ce O� 00 < ��O ILL Q Q z In N Worz 3Z8 w J .-a 4 Q Z �ZS °° a Z a Z vZ m � 0000 � UJI O QZ Ja qZ LL ¢ a'n co a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. m 0 K. HOOD v vy � :o SINK ---J D.UJ. RANGE a � a KITCHEN ISLAND KITCHEN MIRROR LAv. LAY. BATH 2 KITCHEN MIRROR LAv. LAv. OWNERS BATH INTERIOR ELEVATIONS SCALE: 1/2" : I'-0" i DAVIS BEWS DESIGN GROUP 30 STATE. STREET EAST OLDSMAk FLADMA 34677 810.925.1300 TE L 813 . 925 _ 1800 FAX W W W.DAVISBEWSCAM TANIPA • L?ENYEF - _ EST.1994 v__ = °- - I O O Z fV 0 (1) n M O z can Qv)•gypLn d to i �t Q 1L Ln H p_ , M QC U a 0 Q z3� w JC o Rz 5 z uo za O a� W Z 80 u W z < Uz¢ � W z > 8�0 W o V zz ,8 fW Z L a ~ J H z O goo Wg ma Q J O Lu oQ3 NLU O '^ z W g o y I M C7QLL0 Z N z ~�� O lL 0 w V � U-) C4 01 a Q RH O 00 Q Q S z tD Z Z 00 (A m 00 Z Z f O �m a a o9 SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. imo SHEET NO. a TEXTURED FIN15H - 5TUCCO ON SHEATHING (TTP) I"x6" SMOOTH —� TEXTURED TRIM / BAND T.OM. HDR— lT TEXTURED CEMETITIOU5 FINIS ON 0.1.1. (TYP) (TTP) FINISH FLOOR LINE GRADE LINE P2 (A55UMED) TOM. HDR. HGT. 12 i_ FIBERGLA55 SHINGLE PER I I 1 �- __ COMMUNITY 5PEC —� 1 I I 1(5EE 5TRUCT.) - I -- G.G. VERIFY - - I FASCIA CALL-001 (TYPICAL) �mlmlml MINIM MININI:m] J — TEXTURED FIN15H stucco ON SHEATHING (TYP) MININININININ m1m1m1m1m1m1m1:m:: MININIMINININ! �mlmjmlmii F1 FRONT ELEVATION - B SCALE: 1/4" = I'-B" �- 12 11- I _ I I FIBERGLASS I - - - - - SHINGLE PER _ I COMMUNITY 5PEG - - i (5EE 5T RUCT.) - - - -IL- I I 1 1 I I /TEXTURED CEMETITIOU5 FIN15H ON G.N.U. (TYP.)-� — — — — — — FINISH FLOOR LINE 35-SH LEFT ELEVATION - B SCALE: 1/4" = I'-m" Up GRADE LINE (A5SUMED) F=1 T.O.M. 5 TEXTURED uo CEMETITIOU5 FINISH ON CM.U. (TYP) FIN15A FLOOR LINE GRADE (A55UMED) Q5 FIN15H FLOOR LINE I IJLI DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST CILM OAR, FLORIDA 34677 813.9225.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DEIVVER FST.19" LI-I "I 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 O z cV O 0) N MO M Q "0 11') d cn•Ld' Ql 111 a oc 6j a eoo n E� wJ C) J oZ W� Z zz �aaw �-- Z 8 0 z U z Q QSWZ J � E LLI W 8.L0 J o�o WZZ Q8 w zZ z Q s g LLu 3 o J � U 0 °o Z o�� Q J O U ow z a on Lz Q7o ce r4 O ; �0 Z N 0- Z N �Zo w In N L.L a a z a J r-1 Q F- z oN�O Q Q z S kD Z z � z mco Z z off In p SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. 303 w T.OM. e �o TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) FIN15H FLOOR LINE GRADE LINE (ASSUMED) 512 I I I I 1 LL I I i I l l l l I I I I I I I TEXTURED CEMETITIM FIN15H ON C.M.U. I - - 1 FIBERGLA55 SHINGLE PER , �COh1h1UNIT1' SPED - I (5EE 5TRUCT.) I 1 - I2 2 5 - L LINE OF INTERIOR - VAULT =- L- 1I EXTENDED —J OVERHANG TO BE CENTERED ON 5"G.D. 35-5H TEMP. 25-51-1 25-5H 35 5H * EGRE55 TEMP. REAR ELEVATION - B 5GALE: 1/4" = 1'-0" T.O.M. HDR HGT. FIN15H FLOOR LINE 12 -1- 7- 12 FIBERGLA55 5HINGLE PER I - - f -COMMUNITY 5PEC - I - - (SEE STRUCTJ �T' I l=-- I LI 1 I 1 - I � 1- .. T.OM. _ - 1 -- - - - - I - T.O.M. HDR. HGT. /TEXTURED TEXTURED e GEMETITIOUS CEMETITIOU FIN15H ON C.M.U. FIN15H ON GM.U. (Tl'P.) (Tl'P� 25-5H 25-5H 25-5H FINISH FLOOR LINE_ _ _ _ _ _ _ _ * EGRE55 * EGRE55 _ _ * EGRE55_ _ _ _ _ _ FIN15H FLOOR LINE GRADE (A55UMED) RIGHT ELEVATION - B 5CALE: 1/4" = 1'-0' �wl- :W w J = ee'0 i DAVIS BEWS DESIGN GPOVP M STATE STREET EAST OLD6M k RARMA -W-17 8L3. 925. L300 TEL 813.925.1800 FAX W W W.DAWSBEVV&CAM TANWA • DE %OVER EST.1994 F =„_,_— VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). 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 O Z fV O v r, P_ 4 a_+ O MD M Q o HC L a 00 ceua Q 00 z§ E� w Lu CD J CD iz /n Za zr O zp 0r) uZO U Ilw�Z s Z saa wZ � f w �LLN W 8m�o o� JZZ W a8 o 2:z 5 W N c~n V Z p Z �o Q W ]L 1- 086 Z w ~ 68 a Q O Q u� N Wix k o I..L Z N d' Lu 8 LL Opp Z N N DC �azLU Q J Q F- ~O W W p�2Z �D Z Z ozg o� mo�0 Z Z f O m �o.1 SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. iso SHEET NO. ELECTfRICAL <E'�- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE- C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN Q, EXHAUST FAWLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN ti J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ v ROUGH -IN FOR OPT. CEILING FAN NnTI=.Q, I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.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 GFC.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN RILL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAR15 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 ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. METER 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D TYP. M4 AND +12 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL '10 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. COACH LIGHT OR PRE -WIRE AS PER SPECS COACH LIGHT OR PRE -WIRE AS PER SPECS ELECTRICAL PLAN - B DAMS BEWS DESIGN GROVP t5o srw� srtt�T ttisr OLDfiMAR, t�,ORIDA 3i677 813 . 92.5 . 1300 TEL 813.925.1800 FAX W W W.DAVISBEI+VSC.OM TAMPA • DENVER L _J O O Z N O v > (n O M Q�-ptn a. cn -L d- Q C U CL �-. z z 3i E' u M Q a00 Z Lu O IT w JO �z W� zaa za a-� Lz�0 Lu 3 z z oWz ��� I..L. 8�L0 oZ z8 a �z W 0 Lu z Ja > W O J U to O Z. Z W"P 0 m a oc, V...�� 0 O a�3 O 11i Z ZQgo oC N I..� d o a `� Z N Q�o= J Lr) N aZ° Lu Q Q LL tD Z Z ?°Q m 00 Z Z � Lu o m g Qo rn SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO. 4m2 EXTENDED OVERHANG CENTERED 561). ROOF PLAN - B SCALE: 1/4" = P-m" MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 3240 SQ. FT. / 300 = 10.80 SQ. FT. X 144 = 1555 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 777.60 SQ. IN. LINEAR FEET OF RIDGE VENT = 12 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 5 TOTAL SOFFIT VENTILATION NEEDED 112 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 1'-011 TYR OVERHANG (uxo) BEws DESIGN GROVP 15o srA-rE sT�r �sr O1.DfiMAR, HARmA 346T7 813 . 925.1300 TEL 813.925.1800 FAX W W WDAVLSBEVI�S.C.oM TAMI'A • DENVER EST. 1994 III III oil 11111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY R 0 0 Z N O Nr, ur)In0 M Q 1) M Ln ILL a' U Q `0 Q � z§ E� w to oZ W° Za F� LLJ ZOO Zww� 0 w Z � W OppraC Ce LL LLo c04 oLLJ Zz r8 o �W UI L j H O J U cn °o ZluY� w � a ^ a uz Nzo O I..L. ZQ LNA L Lu <3 N a 00 O ° z N � 0� z In az 8 LLIT N w � v Q F H F- W Z -I ¢ Q °Z8 � z z OQ 00 z z W W o11 m g Qo SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO. 5m2 DAVIS NOTE: • WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDIWj CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / 50RACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERME5H ON FOUNDATION PLAN REINF. (SEE PLAN) CONTROL JOINT DETAIL N.T.S. 1\\L J 05 CONT. REINF, SEE FOUNDATION FOR QUANTITY 0545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) .. ALTERNATE THE REINF. BARS SHALL BE CONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN, BAR LAP 25" TYP, CORNER BAR DETAIL N.T.S. 111 4'-4" 42"x42" A/C PAD 4'-0" 5'-2" 4'-4" 3'-10" 3'-3" 3'-3" 65'-0" 5'-4" 4' H.5. t 4'-4" COND. A TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) ■ `� I I I I I I I ■ i I i I 8 TYP. AT ONE-STORY 32'-4" I I I 20'-2f' (SEE JJ/53 FOR STEM 36"xb0" SHOWER I I II I I I I I I I I I WALL OPT.) _ 0 K, PAN (VERIFY DRAIN LOCATION) ----------------- ---- ------- - - - - - -;-------------------------I------------- c�. ------------I ;_ -------I I --------------------------------------------- I I - - - - - - - pz e I I I I I I I I I cf7 IhI I ELEVATION AT 0'-0" (ASSUMED) ■ �` -� )ICI 3.5" THICK, 2500 OR 3000 P.S.I. ICI CONCRETE SLAB ON GRADE W/ I I I - 6x6 WIAxWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR e I BARRIER ON GLEAN, WELL - I I OPT. I ICI I I COMPACTED, TERMITE TREATED, GRANULAR FILL. I _ IIWA5HER i L - ffI ■ i i i iOPT. ICI i ■■ ICI G.J. -------i---------- ----------------i---------------------------I I ---------- --- --J. Ic--DRYER -011 I I ■ I I 1 1 I I I I Li I I -\ I i TYP. AT ONE-STORY e i i I I a i I I a I (SEE JJ/53 FOR STEM a v 30'_21 22' 4" V WALL OPT.) aD 61 PITCH I - IJ 53 53 i — — _ _ — nil i I cc I I I ( � I I I I S3 I ■ i xl i I i 4' 4" 4'-4" q --- -- k -1 > +Y r +y'+ y-..._y-J- � - --. �_. � �. 3. �.> � Y� -..ITV•-�..�Y-y-y-�f-Yam-^-- - - - - - - _ I I I I I I 0 ul I ■ - > 1 48"x96" i i i i I 3/4 RECE55 — A S1.811 i GONG. PAID ENTRY D R. PITCH L I I I I I " '? /8 / Fr. 53 +n I a I I 3'-4" 5'-4" 0" q- w6l w I I I I I I I ■ B PITCH i i I I i I ■ I ■4r -1 a I l8" I FT. i i i I I i I _ ■ ■ I I .I uI ■ L K. ------------------ C.J. I -------;---------- I ---------------;--------------------------r-- I �I�`, I ---� ------------I-I� 11 -- I > I ----T--------------------i------ C.J. __ S3 in - ■ I I I I 1I �i I I m inI I I I hI1- ' I I e ■to — I 31' b" i 4'-1" 4'-10" ■ n I I I I I I I �r--= I 1 OPT 1 I I I I I ■ " I " I �' I I REF. I I I T LT— I I m ■ ■ ■ I ■ ■ I ■ ■ - ■ 8" C.M.U. WALL ABV. ■ I ■ ■ I ■ — a 2' 0" +H.B. 4'-0" I. 4'-0" I. 4'-0" I. 4'-0" I, 4'-3" 5'-2" 5'-0" L \_24"x24"xl2" D. GONG. 53 FTG. W/ (3) S BARS E.W. (TYP. AT PORCH) 54" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" .4" ■ INDICATES 115 ♦ INDICATES 2 05 THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5 (R401.4.1 FBCR). FOUNDATION - B SCALE: 1/4" = I'-0" a-- DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST O1 DM4AR, R OMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -_ - _ -i FST. 1994 "-- _ „_ _- oil oil III no", 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 6fH 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 II It O Z N O as � �cnfna M LO N CL .-. z z E U o.� Q O Z E w J� 0z w� z a H as o: �400 aw0` zej,z¢ �00�z � 2 J a �2U_o 8In�0 oz z ¢o FW Z Q a p w O U % J �°o z 0 c� LL 00� Q 'Lma J m: 0 r14 Lit, z 3r DCNL cc g a 0 Z �r4 85 Z V azu<N F_ o di ¢ � �zg t0 Z Z°Q m 00 Z 4 Z 4 SEW J0 Orn J J a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. 5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY UN.O.) LEDGER A (LA) - 12 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES), NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROvIDE5 LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - I4 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA- STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 112 5YP. (2) 2x8 PT W/ 51811 DIA. x 8" A.B. AT 12" 0-C. STAGGERED W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - #2 5YP. (2) 2x8 PT W/ (4) 51MP50N 5D525600 SCREWS AT EA. STUD (I(o'I O.C. MAX.) W/ SIMPSON 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) - 02 SYP. (2) 2x12 PT W/ 51811 DIA. x 811 A.B. AT 12" O.C. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 5YP. 28 PT W/ 5/5" DIA. x V A.B. AT 24" D.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRU55E5). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 02 SYP. (I) 2x8 W/ (4) 51MP50N 5D525412 SCREWS AT EA. STUD (lb" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 1611 O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LIP -12 SYP. 2X4 PT W/ 1/4" DIA. X 311 TAPCON5 AT 6" STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) SIMPSON 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 (L.) - 12 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 4" O.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 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. NAILS AT 3" D.C. LEDGER M (LM) - r2 SYP. 2X4 W/ (3) 51MP50N 5D525600 SCREWS AT EA. STUD (I(o" O.C. MAX.) W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 51MP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS G, D OR H 51MP50N HU/HUG28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. m61118 > > > > > > > > > > > > > > 7 _l m OD T` 0 11-) V co cu . , C LI n 1.0 r- OD CT 7 �j u u c) ¢ Q ¢ ¢ a a ¢ Q a ¢ Q Q Q Q Q ¢ ¢ Q a ¢ ¢ ¢ u LD a r, Li u CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 TOP X x2 0 E-1 J LL. Q�� CL a_ Qy I�ov r. L� Q 0- a- Q � C] r:�j Z W LL_ (4ZL.J a-�IZ pQ� ~ 1— Q J L1_ LLJ � a ALL~ Q 0 q 0 � LL_ Q � ZZ W � LD El A X2 �s Q M1G EJT T EJLl EJT EJ7A EJT zz a m , J Al� J7VA EJ7VA 3/12 VAULT EJ7VA EJ7VA EJ7V EJ7V EJ7V cj5v-T CJ3V CJ1V Q w u v U C--) U UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1830 - 9 - 10d x 1 1/2" HTA20 1615 I585 30 - 10d x 11/2" B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 30 - 10d x 1 1/2" C H2.SA 600 535 10 - 8d RT7A 670 565 10 - Bd 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 14DO 10 - 10d x 1 112" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G HIOA 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" J HTTS 4350 3740 SIB" ANCH. / (26) 10d x 1 1/2" HTTS 3225 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 234S - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TOX6 5320 - 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 7/8" ANCH, 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" 5 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 - 10d x 1 1/2" ��MTW201195 5 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 1005 14 - 10d x 1 1/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS FITS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 30 - 10d SPT22 685 - 8 - IDd SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 12 - 10d x 1 1/2" - - - - * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = LJ480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 1-0-0 MAXIMUM SPACING ON vER11CAL5 OF (B) TRUSSES CJ1 EJ19 EJ19 EJ19 Q I OR 2 PLY CARRIER EJ19 1-5-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (a) l• •)FASTEN EACH (5) TRU65 WEB TO EACH (A) TRUSS TOP CHORD AT EVERY 4PLYCARRIER EJ19 INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT (,,) INTERSECTING POINT TO BE FASTENED WITH 2-15d EJ19 COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR (A) EJ19 NAILS AT 48"OG 3). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 5YP NO.2 OR N0. 2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS EJ19 DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRU55E5 OR AT TRUSS EJ19 INTERSECTIONS SPLICING. CJ1 TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING. y MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. vf9 NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING DETAIL5 CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 yvr 9 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT, BEARING UN.O- • ALL TRUSS TO MA50NRY STRAPS TO BE O UN.O. • ALL TRU55 TO FRAME STRAPS TO BE O U.N.O. ROOF FRAMING PLAN - B_j SCALE: 1/411 - 1'-011 DAVIS BEWS DESIGN GROUP L50 SrATEE STREET EAST OLD6MAR, EIARmA 34677 813. 925.1300 Tr=L 813.92.5.1800 FAX W W W.DAVISBEWSCAM TAMPA • DE 1,4 E ns(Ail III llfill. 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z N 0 N n M O QU-)MIn M a (n •L < I- u- n. n oC U Q 00 a z 3i E .. W CD J O 110 d- 0z 35 0 z L.JzoO ZWWIr 0 w Z J LL o z 8m o Lu z Z zo a �W Z w z O H Joz o 111 vle 000. O 0. 0 0 J �aLL. � Ln O � o¢fo N O C7¢u-p `" p 0 Z f V u- 0 Lu J U-)r-I N a � a �Q~o z ONO Q Q LL ��z kO Z Z co0'000 Z Z �f w �o� rn O m a a ¢ SCALE : AS NOTED DATE : 10/4/2018 VERSION N0. l.o SHEET NO. ■ I _ _ 1 �1 I I I _ II _ .. _ l _ 1 1 I L 1 I _ I I .. — -- -- -- ----�---��-- ��- 1.L a � h --�--f--� �. _. a .. � .-_ _�� _.`_.... , I i I I ,„ I , 1 __, I _ I L _ _ II I I I I : 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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, ACO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. INDIVID AL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST GLAZING, IN AN U 00 T S VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE I LE THAN 60 INCHES 1 24MM ABOVE THE FLOOR OR WALKING SURFACE. S SS C S(5 ) 0 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. WALL PERPENDICULAR TO THE PLANE F THE DOOR IN A CLOSED 4. GLAZING IN SECTION R 308.4.2 ITEM 3 IN S O 00 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD IN CLUDE NCLUDE 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. PRESTRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND'MICHIGAN CONTROL JOINT. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 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 R METAL 7/1 " MIN. THICK APA RATED SHEATHING PP R " S G O 6 S 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'F7S2. 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 1�Y- • 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 REQUIREDNOTEB ENGINEER OFD ••RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING. DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. 1 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH 3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT COMPONENT. WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH 4 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGE OF DIRECTION AT ( S S THE KNEE WALL, so ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACHX 3- D WITHITOENN THE AI S OR EE AL.L SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0. 131•• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 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 IT SUPPORT EXCEPT NOTED I BY OTHERS. NOTED CRITERIA I A MINIMUM STANDARD. TIES 8 ITS C AS O S O S O C S , FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DARE 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 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE YB". 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) 1315.E MPH NOMINAL WIND SPEED (Velt) 108 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF ® 10 SOFT + 26.1 / -45.3 PSF ROOF * 10 SQFT + 26.1 /-106.11`15F 0 20 SQFT + 242 / -43.4 PSF m 20 SOFT + 242 / -SS.4 PSF 0 50 SQFT + 20-3/ -422 PSF 0 50 SQFT + 203 / -90/6 PSF ® 100 SOFT + 15.4 / -41.5 PSF is 100 SQFT + 18.4 / -53.1 PSF W WALL ® m 10 SQFT + 453 / -413.1 PSF WALL © 0 10 SQFT + 453 / -60b PSF I— © 9 20 SQFT + 422 / -4-12 PSF 0 ® 20 SQFT + 422 / -56.8 PSF -j (g�) * 50 SQFT + 40.1 / -43.4 PSF (D is 50 SQFT + 40.1 / -51b PSF m 100 50FT + 38.4 / -41.5 PSF w 100 SQFT + 38.4 / -503 PSF 500 SOFT + 33b / -31.6 F'SF 19 500 SQFT + 33B / -31b PSF f- _j GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 8' WIDTH + 40.4 / -45D PSF �3 O 10' WIDTH + 39b / -42.6 PSF CE) 10' WIDTH + 39b / -44B PSF 12' WIDTH + 39.1 / -42.1 PSF 12' WIDTH + 39.1 / -44.0 PSF 16'+ WIDTH + 382 / -413 PSF 16'+ WIDTH + 382 / -432 PSF CHART IS IN "ULTIMATE" PRESSURES. CHART IS IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES A55UME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) Z ROOF o 10 SQFT + 15.7- 212 PSF ROOF is 10 SQFT + 15.7- 64.0 PSF e 20 SQFT + 14.5- 26.0 PSF 19 20 SQFT + 14.5- 59b PSF T_ 0 50 SQFT + 12.2/- 253 PSF * 50 SQFT + 122- 54A PSF O o 100 50FT + I1.0- 24.9 PSF 0 100 50FT + 11.97- 502 PSF \ WALL � B 10 SQFT + 212- 2S.5 PSF WALL W 0 10 SQFT + 212- 36A PSF w © A 20 SQFT + 25& 283 PSF (:9�) * 20 SQFT + 25& 34.1 PSF © A 50 SQFT + 24A 26.0 PSF (�F) * 50 SQFT + 24A 31.1 PSF ca 0 100 SOFT + 23D 24.9 PSF o 100 SQFT + 230 302 PSF * 500 SQFT + 205 22b PSF 0 500 SQFT + 2013 2210 PSF GARAGE DOOR 8' WIDTH + 24.E 25.'B PSF GARAGE DOOR 8' WIDTH + 24P- 2-ID PSF O 10' WIDTH + 23AJ 25b PSF O 10' WIDTH + 23A, 26.1 PSF A 12' WIDTH + 23b 253 PSF 12' WIDTH + 23,15- 26.4 PSF _j 16'+ WIDTH + 22.& 24.6 F'SF 16'+ WIDTH + 22.& 25.9 PSF CHART IS IN "ALLOWABLE/NOMINAL" PRESSURES. CHART IS IN "ALLOWABLE/NOMINAL" PRESSURES. Lq CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2N TOENAILS INTO THE STUDS AT EITHER END U.N.O. • BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. • BELOW WITHIN BLOCKING DTHE AREA TO FILL OIDEN UP BY TRUSS WORK) I.E. THE VOID SPACE FORBTRANSFERR NG UP ER POINTETWEEN THE BOTTOM PLATE OLOADS (IF AN I..EE STUD ALL PAOCKS)) TO LOWER THE MASONRY COOM R FRAME O ENTS ALL SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: •• @ MASONRY/CONC. WITH r DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). of @ WOOD WITH (4) 0.131 X 3? NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: of @ CONC. W/ r 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) 0.131X4' TOENAILS EA. • LAN S8 TS TO BE 2X •• JOISTS BUILT 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 0. 3WITH: X32" NAILS •• AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• S O LEDGERS EQUAL. ATTACH JOISTS T LED OR BEAMS WITH SIMPSON LUS26 HANGERS OR E C OS G 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 MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLAPPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLO PLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLAPPLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. `'0 111111//.�/ // /ice ``��� �........".._.. �•'/i Z Z - : Li► r 0 -" * ` ' Z . .: . �; % i ^'• . C8' i _5 1 i mil/ d01 �... '� \�� ••l1 %\% 10 �4 /11 uu s 5-+89 OQ<�F J I-a.0 w ~ VIA Z 02Z 3v�r o _l _ W W = O Z = a w u m N U i�z O �ZOQvI rQ2 W -C _ W Q C Y z w z) o _ W z n Q Q 0 LL = N W H Z F- f =roCgz to 'n- r20Q °[ W � K=(5cc zWY�'z O �� LL WOW W Vr w m a 0 m 0 z z- ouj G- z w W W W F- W C �/ H ._I =u': a wC Q E W K3 0w� Ln a 00 rl JLD N 6 rV co `n ?fit 4 `° ::z �m w w d d ��= & V1 Q N "' W r: , � ,- U uj mmm W - EE a. Om w w Z W 0 N � � O o LL ^ Q w Q > Y Z W w 0 ao 0 X a z 5 3 ac oC ^ a o 08 a I O z � O 14 vN ul) ­ /-�()- M Ln Q .0 a (n- d- ��^Lr) Q CLLL ^ z (M ce U 0. 0c) Q E z (0 wJ O t.O d' mi U) O U) z .J .j < �- w 0 0 0 z U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. --------------I I I I I I I I I I I I I I I I I I I L--------------� 1 I I I I 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. ELL 10'-0" TANK -LESS W/H H C G CORNER OF O 00 97 HOME 5'-0„ U) GARAGE SIDE 6 -CD STUB -OUT FOR O 1'-O" o o ;n GAS METER o N = 00 • 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. 16 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 w J m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + f + + + + 4 + + + + + + -r } + + + I + + + -+ + + + + i , + + + + + + + + + + r + } + -W(TYP) 6'-0" + + 6-0" + i + + I + ++' + +I +I+ + + t ' 1 , I I , + + t +- + 'r + + T + + T + + + + + �p + + + I I + + + + + + + c7' �-RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB �+ +•+• 4" O.C. @ GABLE END WALL OR GABLE TRUSS ou r1n'9%a 0"r%I`Ir\ VAMLO �W U V.V. CUVCJ 01 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 213/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1- 1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL w Cr C> STD. 90° CONT. #5 HOOK BAR JL STD. 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. CFROM FOUNDATION TO HIGHEST _— - BOND BEAM BOND BEAM STEP SCALE: N.T.S. FLOOR INTERIOR/EXT WALL SEE :2nd PLAN FOR MORE INFO —CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR 1 SEE PLAN FOR REQ'D '-SHEATHING COLUMN AND ' PER PLAN I CONNECTION r TJI TO BE CUT TO ALLOW i i 1 I FOR BLOCKING/TJI �lMASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all of OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. }Small gap 2" min. Filler blocking 1/8" gap —i 2" max. 4" max. Web Stiffener Fastener Schedule -1 Joist Bearing Location _ v Series Depth End Intermediate -� + ,� 9-1/2" 2-8d2-8d '� BCI 5000s" 11 7/8" 2-8d 3 8d 14" 2-8d 5-8d Clinch nails � 9-1/2" 2-8d 2-8d when \\ BCI6000s® 11-7/8" 2-8d 3-8d possible �- BC16500s® 14" 2-8d 5-8d 1) Support back of web during nailing to prevent damage to 771 =' 16" 2-8d 6-8d 11-7/8" 2-8d_ 3-8d web -flange connection. BCI 60s ® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit �� 16" 24d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. joists \ 2x4/Plywood/OSB web stiffener 2" min. 11 7/$" 316d 3-16d BCI 90s® 14" 5_16d 5-16d 4 Place together and nail from each side with 2 rows of 10d nails 1 og 4" max _ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16 6 16d - 6 16d Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birds ouchge cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing III Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists most over wall, or wall stacks directly over wall or Load bearing wall must stack beam below _ over squash=20 blocks and I' 1-Load bearing wall must stack over Non -stacking walls blocking and wall or bbelow.* — ___1require additional wall or beam below.* beam ow. Joist 1 consideration. Check local building �T - - f. � When joists meet over wall, provide code for appropriate i I -Joist can be offset 123 1 3/4" minimum bearing for each. details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side L 1 at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges i - ' Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls odnails 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) Cp cfl 6" A 1Yz" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Any 16' joist Span jRj 12 1'�` 1%-I,.. 16 T_a, 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 fight to top flange. Joist hanger f 1 l� 11 Filler block. Nail with 1'i 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height fF� o requirements -0.6 X Joist depth o L I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 10d — NAILS TYP. 5/8"m THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS ik F2"x TOP PLATE 2"x BUILT UP COLUMN 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 / H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM J SEE PLAN FOR °• a . • FOUNDATION INFO ' d STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 'L 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 = T TYPICAL SIMPSON H10A INSTALLATION DOTE: IPLIFT VALUE 3 BASED ON I.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 a L� d �l • a.d d �cZl \ • a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .d dO. d . dC G a. a I I II = 1 a I yi d d I I I� rr Q SEE FND. PLN. SIZE & REINF. 16. _ :W j 00 UZW Z O a w w � 0pzL U' -F- nN~ Z 000� ��o�° p W UJ w M 0 3 g Cc, x a >K0 wmQ �++,i0va w 0 0 w Z U Z vO �QZa� =o W aa0W FZw= Z.nw �FZ F- aLL= �m a� I- Z LL wwO�p GC F Z m Z Z w> -V' Z 0 W,�o �zawo ��z- mI wiz o W Z _ J W �c =G cc _ a o ¢ N a3 U W N U-) 00 *C U U, -MM -Z H w w _ m a mmm Mi•M W VJ MW BW rn d m1 o UJ w Z w°N 0 00 3 U- Q W Z Q "i0 14 UJ UJ 0 °0 X a z D 3 �!'ig o- o O z i O Z NO 1\ 0 14 CD e>-+HMO M z Q U') M L f d V) '% V- (AU_ d ^ z 0C V a 00 Q E Z WJ C) 0� Q UJ 0 V z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 I I I I I I I I I I I I I I I I I I I I I I I I I L--------------- --I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 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 SHTI //;0KI1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 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 @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c Z M D 6 MIL VAPOR Ur, D II II— Z BARRIER I> 4 _ II COMP. SOIL. a [- (COMPACTED TO 95% I I TI-I I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS I DRIVEWAY CONCRETE SLAB---\ BLOCK WALL BEYOND 14" O.H.D. RECESS z -� `21 guEnt,I —I—�T op - .i�lll - jT SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR I V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION.-') V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s X-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH D I I 11�=1T_II I ° I I I M I T(T r ��_�—III—III—I D II —III —III —III —I 18�-jam„--...8" J TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" a a A.F.F. 4 ° ° 4 ° ELEV. 4-3 1/2" ��/R� V o 4 ° - 4 2x4 CONT. ° ° ° ° a ° a 4 A.F.F. O GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB 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. LOAD BEARING OR 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)1 Od NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �311r 2" MIN. (2) #5 CONT. -/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 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) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH MIN. 1) SHEARWA SCALE: 3/4"=1'-0" QGg. �o g �cpoN 8"C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 16" 0/C v NOTE: EXTERIOR WALL THIRD POINTS @ � 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS BOLT INFO. I 5/8"x6" "J" BOLTS BOLT PLATE x WASHER BOLT @ 24" O/C W/ 2"°X 3116" 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)1Od NAILS WALL SEE GG/S3) " " MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR (6) 1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM *SIMPSON SP1 w/ SPACED EVENLY FIBERMESH BAR a " (10)10d NAILS TYP. za EEP SCREED INSTALLED END OF 2 x PLATE 2x P.T. PLATE o PER MANUF. D #3 OR #4 REINFORCING BAR I ASSUMED FINISHED 'E ° � • s s : D D GRADE 40 MIN. Fy= 40ksi _� ° GRADE L„ �— z_ #3 & #4 LAP SPLICE o _ m •' �� P FINISH GRADE °O [GRADE 60 MIN. Fy= 80ksi] `� ',—III 1 I 1 p . 25" MIN. LAP [30' MIN. LAP] i —III—III MONO OR STEMWALL ° ? M — — LUI — D — — FOOTING MONO SHOWN i i-I = I A . uj W ° FOR CLARITY D D _ _ ao 6 MIL VAPOR BARRIER 1TI D ° 1=1II - =I = oO ' ° 1 #5 REINFORCING BAR R 1 7/8" -I I ° D 6 I —III —III —III —III —III —I I " Z im� 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 5l (p 0 cd Oo 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. FOR )CKING 2 PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH , E It 4 o ° ° III—III—III=1 III —III Z o ' 11-11 I— I flfmfffT #5 LAP SPLICE (2) #5 CONT. - ,�i ,� IF NOTE: ° � —III—III—III—III— I I�fl��fl�� & III—III-111.—III—III-111- _D • *FOR BEARING WALL =II1=IhII III=11= I T COMP. SOIL. (COMPACTED TO I' 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY - - - - - - - - - - - - - _ =III-1 I =III=III III=III—III-1 11=III=III-1 I M I I=III III D1557) =1 1-I 11-1IF9 11=1 I I —III —I I I —III —I 1 I-1 I —I IA I I I=I I I=1 —' _I � �—III-1 I I-1 I I=1 I I-.=1 11=1 11=1 11=1 11-1 11-1 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION (�'D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" rE'� S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a � GRADE co _ -1. i-1 r rrr ; r= - - - a REBAR w/ OPT. _ __ - - 3E NWFNCLOSURE N �_� I� 4" II r MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" 53 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT < BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT _ ° -3 1/2" 13" � a GARAGE O.H.D. RECESS ' CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. =_ W/ DRYWALL SCREWS @ 8-O.C. N - • -' . —= `-'— STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN _- — I • ' �. — �* (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT • TENSION 120# CONCRETE SLAB ) _ " - 4" 6x6W1.4xW1.4 �4 •' '.a •< :�''� _ _ " c T WWF OR FIBERMESH �I i ° ♦ ' � • � ' � I —III— I I— _ ;Ill —I I- I I �. SEE A/S3 OR J/S6 rrr ,- M 6 MIL VAPOR - _ -'�I I=1 = 1= h.= _- - 11= FOR REINF. INFO. 3" MIN. CLEARANCE BARRIERI- �' V-4" (1 STORY) ;III III III ;III V-8" (2 ST RY) 4" 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. 10" 1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 SEE :RAME-DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR Od NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR - TOP OF BEAM SEE ROOF PLAN FOR z STRUCTURAL BEAM a SIZE & CONNECTION w a w aaP.T. PtnTE INFO cn w a p w 2x4 #2 SYP P.T. FRAMING w/ E > VA IE PER E P N MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING COLUMN LOCATION w SCHEDULE Q> >w o w SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/Di FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN -SEE q PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS " ON 3 CHAIRS (TYP.) 8" 1-4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VAKILS " 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N c T E M ° -4 n o I� s-dJSn rJ11z ° ° - � a � • . —lll- SEE A/S3/J/S6 ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS S TO FOUNDATION PAD CONT. FOOTING STEEL I I MAT REINFORCING.1 ' M GRADE 41 - - a ° uj ;Ill —III °• ° I-111=111—I I —I' z = I_I I —I I_I 1= I_I w Iaww III=1 II=I=1I " u- =III=1 ! a —_— r, Z co 1 1=1 =1 11=1 1=1 11=1 I I =1 11=1 I I ILu I =1 III-111=111-111-1 I I I I l= I I 1—II= ' OOTING Il,;;lll�illlllillll� llll ,ll III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 •�, s _ :w O .,�,vd' P I 11 11 uw z o 0.'- -10, Z= J O 7, l7 w a~ Z O?� 'pp -zip O �F 3u9� a>oEza Lu wz 0 3Sz=a -tC N m a w W z 0 u» F az a?F� �pIAC 2 t H p LL S F-a022 W Ln >aWHO=p CC F2F2z zwz�'z O �l7°[ W W zL.L. u.nz � V' z<¢w- � T w p W . a z� 11 p 0 m z_ K W J Lu __ ~oWirD Q d W x Lu _k3 0� N a u Lo N m tV M =� Z Z m LL Lii _ � m Mmm �. '� Q N mmm W o pzp �r1 0 mm W N OC V: O W w Z W OJ N 1L Ljj n ¢ Z a m o Y L X Q Z �V-j IA g a Lu oC o o z Ok a 1 CD Z N 0 w n M O .M Q m_ Lt7 13- u i z u a ^ U ro '_I 00 z E f� Z Lu a W J 0 d- U) w 0 U) z J J IQ W 0 0 C)z U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. I 1 I I_ I I I III — — --------- (2) I- 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I I (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY I I PLATE I I HEADER FLUSH TO OUTSIDE OPTION I I L — — — — — — — — — — — — — — -J 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) l6d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) �—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT - 8" 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 _ J 17 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. 20 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" /—FORM CONCRETE INSET TO \ CREATE A SOLID BASE FOR 1!2"X91/2" PLYWOOD 1/2"X91/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL :-w '\Nffl\00\� T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) ` RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR_ TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLYi FOR DRAINAGE GARAGE FLOOR .,, TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL , SCALE: N.T.S. ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR J WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING 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 KD SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-318" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° 4 ° WALL ° ° ° DOOR STOP v ° ° Q MOLDING J2x TOP PLATE ! GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2 P T PLATE EQUAL @ 12" 0 C SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 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)10dxl 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 :,,SPLICE NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED 10d @ 8" O/C A STAGGERED FROM BOT. ATTACH ALL J EXTERIOR STUDS ­1SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK W/ 4)16d TOENAILS REINF. INFO. W/MOUNTING ANGLE TO f6P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NO N- 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 sF fo�w �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"--� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V- 4' 1 2 1 2 (1) LSTA30 4'-9- (2) 3 (2) (2) (1) LSTA30 9' -16' j (3) (4) (2) (4) (2) LSTA30 SP4 SP2 I SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM TRANSOM FRAMING FRAMING BOTTOM PLATE X P T SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE "�--2x STUDS TYP. SIMPSON HTT4 TYP. O,oF� O�Q U.N.O. SEE N/S4 �Vc ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. �S4 ADDITIONAL DETAILS N SP4 RECESS LINTEL TRANSOM FRAMING SEE SECTION AAIS1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P SIMPSON SP4 —i ° SIMPSON SP2 .:r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 SCALE: N.T.S. SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED t J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) i (4065# SPF) > (5665# SPF) IS (6865# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. LPLYWOOD o E SHEATHING S4� L B • SIMPSON SP4 wl (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) ° 4 AI TFRNATF: 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"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) CD ���llllllll� zo 0jwr-w =JOv Oa3 Z w0Z �0oP O 3U4� o'' Gzw 3gzua jwmI >PF�p Wz4 O z iOLL � Z FoQw Z W y1 W Z d�m�a� I— Fa,� w�Oip � O W K LL K mo N K � W Q u- Z W map wC7Z�0 (I-- wz -c w w� U �wG W ✓. J w= N d W K Q = U= a H w w V, a� cc U W N ` rn ►Ln oo U mm (� W ;° -- Z m c. c i mmm oe a N mmm W 'f In J M Lu vi -'lo O w w Z W N 0 N F3a LL ^ ccliJ Z < -I u :he W w U � X a z 3 LAJ < LLJ �; g O �� z 1 Lo O O Z [V 0�N 14 �(�MO M a�f0L" a (n aI° L' rLcn oC U O � Q Z wJ c:) U) 0 U) z J .j < LU 0 0 V z U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. S4 — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL @ 24„ O.C. TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45° t TRUSSES @ 24" MAX. SIMPSON H1OA w/ (18) EDGES OF 2x4 CRO�S BRACE 1 Od x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT � � "L" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 10d MAX. $ (2)10d TOE NAILS @ AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR --------------� 7/16" OSB SHEATHING SIMPSON HGAMIOKT wl (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x 3/4" TITEN TO CMU ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4'7' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. r INSTALLED PER MANUF. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 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 BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45°t / 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 10d 3" ROWS OF TRUSSES @ AT 24"O/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/ (2) 10d SIMPSON H2.5A w/ (10) 8d & (2)10d TOE NAILS @ 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/ 10d 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)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP M " di NOTES AND NAILING CHORD BLOCKING N E0 SCHEDULE FOR INFORMATION ZD SHEATHING DETAIL 1 1/ ". It 2"x4" CROSS BRACE WOOD TRUSSES 60 c, APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING i t " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W! 2 -16d 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 W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/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)1Od 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 ROW OF TRUSSES @ EDGES OF SHEATHING TYPICAL 7 SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE S ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d 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) 10dx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" 0/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/ IOd NAILS @ 6" O.C. E ES AND 12" O.C. FIELD _ /—JACK TRUSS SEE PLAN FOR CONNECTION v 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/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION SPACING) D B.U.C., SAME NUMBER OF ROWS, SAME S C G) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. CJ'CJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 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 rj_�� SCALE: N.T.S. S5 RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/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) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS -2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" J SDS 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.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING wl (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL FINISH SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU PJ�7ARCHITECTURAL EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" 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 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"xT SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL $A GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C J,,,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/55 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. iiq6l6lllllloul I�I I��IIN 1,211 111rilll��l■1 01A/HI�1�1 I■� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" 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) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 ow o• `rZ —00.-_ hoc c� .. 5 � zuZ p W W } QO Q H pQ<x J a V` w F� Z p8on opFzo O 3z5o ''go=- ?u,mn � ZVa LL =moZ -»g» >°aF w:a G p000w aZ=� Z,n �m0az H FpLL,o �'Op� W N L E E5 Q w w -= 0 �' z 0 z w Z L9 Z O - w p m p 0 Z Q W o moo wZZ FF W Z — J J a:w w j N Q w lD N o N M ,n .-i m it it M w -- V iZ pm a immm-mom, W v1 °� mo w w Z x 0 LL p a Z H ni OU Y ci Lu w U 00 -; X a z D 3 *� g a o Q i O O[V Z O�r� M i�i 0 M Q -0p a (A ' d- — o Q C LL C- . c^ fo V a00 z � fO w _j� d- J U) ui OU) w 0 C) V z CD SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S5 — — — — — — I I I I I I I — — — — — — — � I I I I I I I I I L — — — — — — — 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 BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-12 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILSi FOR CONN. DETAILS X 4 1 X 4 3-1/4" LONG X 3/16"0 X 4 URRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO iX8 P.T. 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. "2" 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 6EAH T. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRIN2X8 P.T. WITH 3/16"0 X 3" ..Q'D 2X8 P.T. LONG TAPCONS2X8 STAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX 2'-0- SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK —WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END ram, 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 B-B ARCH DETAIL rK SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 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. RAID. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP N.T.S. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 LIE 7/ 71L t511 NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS --1-PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 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 #) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 , 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MIN. LAP / SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41W 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 (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'41 F.F. ° Xp '+-7 D p gp. —III-1 I I-1 I I„,I 11-1 I F, _F,II p .e °—111-1I E GRADE 04 ° tM p " z ,. r gyp. A p (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 413 YP.) FHE !S -Y TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION 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)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ?TH PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM 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 wl SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE I, #5 REBAR (TYP) , 4�, .-*ADD. 90• HOOK (TYP.) SCALE: N.T.S. eGG QUGGT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 411, IOTCHIOTCH ;@ FIRST COURSE 40*, ,' D z 0 U) 2 LL 0 w 0 I— U H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN .: �. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" SCALE: N.T.S. #5 BAR CENTERED W/ p .. ° H IN TOP 9 p a KNOCKOUT/ N CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL J, .6. p DIRT ° z °.' ° STANDARD 90 90' HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" - OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL x�u O 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. `\�� �• ••...... Lv� p *•4(/ 1�- , ;� • W - kc)" Z J O�•� z 0 ,,'ill �,7�1111111 N w w�o4ZZaOoW`JoO¢r U, Z oz o(O 3o�" -02z2 W 359v2 O a -.Zoo' ?rO°CO i,_2o ~.zw Z) —pww zMfz, a3 I- woo=o OC LLa2a FZmz zw>�Z O wZs— LL >too� wzz0 0 mo MH Q V) w N m Lnn 00 woo u-j � xr xs mm Z j m w I� a a now of �' a N mmm W F p �n ��� W V1 pc m0 W w Z 0=0�00 3 = W J Q N O N o LLLL ^ a Y Z z I— � u0 . W u � -; X d z w *uj g a o Oa i O C:) Z O �v � M O M a U) (D In a cn•9V_ Q a) In Ll- a z .M U 0- 0000 `s ... z E � Z T w d- J U) ui 0 u) eti ui im U Z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. I - - - - - - - - - - - - _ FOLD UP WEATHER RESISTIVE BARRIER 8 I I TEMPORARILY SECURE WEATHER I FRESISITIVE BARRIER TAPE I I IA39EMBLED WINDOW , I 2 I I 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 EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER SELF -ADHERED FLASHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER NTH MEANT TO SHOW 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 flashing and seal with tape 2 2 G SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P O 1 EXTERIOR DOOR WITH DECK - SECTION A W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT - EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB 8 HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING .. :.......:. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL SCORED .......... COMPATIBILITY ... RELEASE PAPER SELF -ADHERED FLASHING - - SELF -ADHERED FLASHING, r (BEFORE FOLDING, SCORE / EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) ................. e o BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02)-11 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW � Lf1J1111VV SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 1 L/1JI III�LI SELF -ADHERED FLASHING E 4M Q WP07 WP10 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 3" MIN 8 2 WP05 SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED WP11 a SELF -ADHERED FLASHING INSIDE CORNER Ground �+-- 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 to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 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 #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (611 x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing If 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 O ZcV O vN >V)Mo M aU) M`n Zo0 to O Q LZ L CL .-. ce V M '-4 CL Q Z WJ J � Z U. O U) of W LU SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. P I I 1 I I I I I 1 _t .1 ' n 1 1111 . I 1 I I I 6 I I I I I I I _ ip1 �iAMiiRWI)IdM' .:VMIU8lf9fl4'pQ P1wt14Ya«i1Ntt FL17244.1 k " < i : Rmgfa:048 ESR-3455 fii4SRi9fBM140 . ''iAril';i'1(YMrC6RppkW11�82i�pe%1�; )YpthhYlWa: F1_10446.2 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 As required by Florida Statute 553.842 and Florida Adndnistrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for wfiich 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 o/the applicable listed products. ^W^ i _ Cn Cu W O ^^`` yi CU •� V � in C O O ,L - +.i Q Q O 30 0 A� > `V E � Q L fa Q N '� ICU �_ 6a Q. .� *�'�'W1C99q�41'f - U A3 ; liri! Si(:A� A23 '� : BMetitfi}#>A.... ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856A ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD28- FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL172322 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FLi7232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 H0410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232A ESR-3445 HU412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD810 FL17232 4 ESR-3445 HU810 FL10856.10 ESR•2549 1. EXTERIOR DOORS HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) P120461.1 +87.0/-87.0 psf HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf HGAM10 FL17699.1 Evaluation Report Po HGAMIOKT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +6Z0/-67.0 psf HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf -- HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324+2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClessic. Smoothstar. ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW16 FL17244.6 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 F1_17244.8 ESR•3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Scricx 5570 F1,231.10 HTW30 FL17244.8 ESR•3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential W1ndCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf HTVW 16 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential VAndCoda Doors W5 (16X7) FL15279.53 +30.01-30.0 psi HTVW20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM20GB02 Clopay Building Products Residential W1ndCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential VVIndCode Doors WB (16X7) FL15279.102 +37.0/41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see Inst sht) HUS210.2 FL17232.8 ESR-3445 HUS210.2 FL10858-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS HUS26 FL17232.8 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR•2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01.50.0 psf JL24 FL1 2 .7 ESR-3445 LU24 FL10655-103 ESR-2548 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 WA JUS26 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 3. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 A. SIDING N/A KLEG3 FL17241.15 ESR-3444 LEG3 FL10887.71 ESR-2615 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf =:3 z O (D W C_ U) CU O O ` I � CIO �V 0- w Q N z J z J d KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 F1_10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852A ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A LSTA36 FL17244A 8 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. OR Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTf20B FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTTI31 F1.17219.2 ER-0200 LT'131 FL 11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA LTW12 FL17244A ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27- FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - F1_7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. OTHER MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A MPH3516 FL17240.3 ESR•3447 WM1416 FL10667.86 ESR-2615 8. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS _ MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852S ESR-2105 A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. sea chart MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 Simpson Strong -Tie sea chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1998.1 - FL1999.4 N/A MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTek Industries, Inc. Truss Plains FL2187.1 - FL2197.5 NIA MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 Commercial Concrete Products. Inc. High Strength Concrete Lintels FL1774 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 ----. MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 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 I understand these products may have to be removed If approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/18 F1_13904S ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 F1_10441R ESR•2330 PAU68 FL17238.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHDZA FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 F1.10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR•2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 F1_17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2 5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 F1_11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 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 FL10456.44 ESR-2813 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 F1_10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 F1_10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 F1_10655A ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPH08 FL17219.5 ER-0200 HHETA20 F1_11473.9 SIM200802 LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1,0 )_-L_ I - I ! _L'_._ I__ I I r I 1 11 1 I _. .�. _ 11I III I I I '- JL Florida DepaMwnt of Business & Professional Regulation Building Codes and Standards P.a. I Ionia Product Approval Application Detail EL1 14n goft LIkLE pit gilt alkEm m )Lit Dona ism MMMbM [ cooled toga ELUI Yellkdlet vemod 110a11 d alGANnial aa®md ale RwWM 2017 nrame-Tru Corpprolon float wrisin Lyndon F. 8r4nM P.E. J. Klop, P.E. lotill p17 07MMA017 IGM002017 12n2/2017 Appromd Category: EaWter Doors (419) "8.1740 PE43400 (8ts) 767-MM SudiCalwill Swinging Exew d. Door d,, Ans010poonwrBrM•. O�p1Yre mob.* Evknlbn Real frarn ■ Gum FMUMa RgWlwed AmhMed or a Licensed Florida PrWaaaaW Enphrr agoduaLemdmlk l■a gmdkh aamsa aa*MLRNKNE Aasuats" .9n AaageadINUse It it gQa grtidnlmli law Bslmdt ➢sign Olwn 1 G. ThermrTn FbrClwb rid SrreetlaS Nominal 88138;8 &quOklbMmp•oMquot Opaque 120MAM N0 YM No WA Completes Edge FEwgMm Slope Door OnrayOuWwlrq: X eotiftwoaon) FL82MM4ti gods EaNkm 21& gas QMLBRUM a ab MOM rimma ommum lmt 900mm aaldmatAldglm YYIYYdlD YMWMM Ain m.Awnw Aa imam Revlolon 2017 Thome-Tru Corporation Rick WYrght Lyndon F.➢dada, P.E. Ryan J, long, P.E. 12n3M17 12MMM17 12/21/20/7 cmmwr. EMedor Doors. (119) 288-1740 PE-43409 (813) 76745M lubcaegay: Bwhl&ng EMww Ow Assemblies ndasonabMpoerlauMane. CawVir Mwhoa Evk w Raped gown a Dom Florida Registered Ardhaed or a Lloweed Florida Pmesslonsl &show BAVABALbamau ffi! 2UNkaw■a0t produodlLlgh SdmdislongMt AmtmduLua AYmmdbLum m.ta0lz 2mbldt.l= lams{ awaget; peon Pressure 1 pRwnwYru Fbr-Cewe and amoWaf Nominal SM9;84ligratNon4npsOMquok Opaque 1213101421 No Yes No WA CanpoNe Edge Fbwgloas Slople Door AMMLfaleft (Inewinebwe did; X Orralllado n) Florida Depastirent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida DapartrnaM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pap 1 101101e Florida Departinent of Business & Professional Regulation Building Cads and Standards Product Approval Application Detail Pop, Ionia Florida Dep•rinrieM Of BU•Iflees &Professional Regulation Building Codes and Standards Product Approval Application Detall P•p.1 d x Ionia FL02esl4M p11dr14t2 gofe LOYkJor 20 pm Due.P*fm*W gl goft 1dkLOD go )Let pMLml■ no Rio"14U un Yemen rm6mm ran" ingeo ALm m xwkilk t YM Ibd lmbram Ewa■mul A■ra[W AV" TOM version Ikmftatim fRomd CEeI■rlLl_a VMM " ydwod lmbmW LIIQAMBEd AMM=t All" Revoon 2017 Thama►Tru Corporation Rick Wright Lyndon F. SohmMt P.E. Ryan J.101g, P.E. 10/13Q017 07112,2017 IOno=17 121122017 Approved RevlWn 2017 Tha TM CorpwMbn Rick Wright Lyndon F. SoluMa, P.E. Ryan J. King, P.E. 10115r20/7 07/12=17 1 WtdJ017 12N2n017 Appmwo 9W! DIY YUAN IYmkbam sweLg aaamm.l UMM go pal gMLbama gm Category: Exterior Do" (419) 29a-1740 PE43409 (913) 707-OW Celegory: Exterior Doors (419) 2WI740 PE-43409 (e13) 767-0555 raim limowd& Yold" ambNod EIGAMUNd bma and aka SubCow ry: SWnghg Exterior Door Anomalse rkevQMupmneutlMa. Subcategory: Swingle g Exerhr Door Assrrtlxes nd-orl two.W uWib- R.Mon 2017 TMrma-Tru Corporation Rick Wright Lyndon F. SohnrMt, P.E. Ryan J. KYq, P.E. 10015=17 07/121J017 10/152017 12JIM1117 Approval CorepWee Math•b Evaluation Report from a axvn Comeptlse0. frlrllaeb Evatuedon Report from a Wrma Category: Ee•rbr Door (119) 2961740 PE43409 (8/3) 76741668 Florida RoglWnd Arahlbd or a L"-Md Florida Florid• Registered M*Wd or 4 Lwirwed FkxMe AmbNrwomtwpmmubm Subcategory: Swinging Exterior Door wn dd Professional En~ Prolaee Ynal Engineer Coaap.. M•ggd: Evaluation Report kwn a corn FlomMa Regaled ArriaW a ■ Llesnaed FIOrMa � Proeeebrial Enpnaw glee Preempt Model. Kw r w or Nees gWkaYYmm E Conprod Minkodon Do a9ammd1,Use aaoointed In MM 091" for Usa H n lz imod gaam Belfigaig Poseurs, )lead Prossis ffidL Nuanbeir ar Rose gomb AMalanos fladiffill.2madallso Approved for Use asomMlolm! in MM gdmmlma Yftd pemn asimm will■ EMERnAM2109mak 5 1. Thomto-Ton FbarCWao and Smvouth•8W Non" SW99&quo;Nowhpacl/quot Opaque 12131t2020 No Yoe NO WA 9 I. TnemmwTru FearCWYc and emoolh8er Non" 554139;86graSkbm.YmgWbqua; Otend 12MMI M No Yes No N/A Conposts Edge Irbaagloas Skye Door CnKEdoSingle Dow awl SEA= Mai tiMmr [M r (IeswnsKlubrlop; X MillituWen) ti (NrsesieQaswhg; X congrtrtllon) 14 n. Tkerm►Tru l=end Snpohea NwnYW 011039;0116quokken-I paa&Wol;land 12/31t2M No Yea No WA ( PYX Door FIlE6es1JM P1a20111M an ) goft Show or gab gem gMLDWM no Srdo Engler or 20 gw gwPsd a pre FLA22Ui4t3 bw Yabim0 Wmiako[ Seffie6 18mw.LLmW! YMWMMffi )Oeffamd LWIW I1ED.Agstll Alammd soma TOM ximm0 mm&AAM Sdmad aOMorcAllrama YaklldJaD Yedfemf anlelaElW EOGAORMM hwmm Lida Roulolon 2017 Therms -Ton Corporation Rkla VMUM Lyndon F. Sd,rift P.E. Ryan J. Klo9, P.E. 12/13=17 12/13n017 12121=17 Pending FBC Approval R&MAM 2017 Tharma-Ton Corparelbn Rick Wright Lyndon F. 8dwnldl, P.E. Ryan J. King, P.E. 12/13n017 12n32017 12121.2017 Pending FBC Approval goft or 11rmLa[ Dale pal gYtP90dOg RoLbFIRCAn pal Cabgory: Exterior Doan (419) 205.1740 PE43409 (813) 76746M Calgary: Exterior loon (419) 2Wl740 PE-43409 (M) M41656 ion Y� i gofLd Enter Y Jmgo ad20 mid AaDo lump Bu bCawgow gwkpkg Exborrnr Dow Assemblies Items, SmbCategary: Swinging Edodw Door Assemblies riWvOrneMpmrwasela. Revision 2017 Timm@-Tru Corporation Rlok Wright Lyndon F. Sdwddl. P.E. Ryan J. Kkg, PA 12113=17 12MSM17 1MIN017 drag FSC App. Cmpaedse Whoa: EvokoWn Repel *me mm Whorl: Evaluationa Report ham a CoinFlor Florida Registered Ar hbd or Licensed Flodde Florlds Registered Anueaed a a Lleeesed Florida SIIbCsse9atY: Swinging Eleanor tow Aaaamtxes rWwOrWvbMpmneu9ene. Protesatonat Engineer Proewlmel Engineer CawpYpee M•gwd: Ewketbn Report from • 00ni B$0Wk Florida f 1 11oItYe aRe YI An4a•d a • Unaided Florida Lai emtsulatdahmbKMAM Quallp, Assurance Product Dissolution Godma aaW uaLao anmed for LIM Analrowd mLMM gmh*k forOh! Dag Immf 9W■ RUN" B Le! guiNkAlloos BMEdgtlimEpa goatmrdlaOloOngl AYmmdnsus ANKMMdktJma InMYM olowo gm m1Yd Dallas fteatill Premium B t�i21MY1m 6 f. Thermo-Tn Flow-CWc and SnwatlrbW Nominal 6&x799&wQl;Non-lmPwMquw; Opaque 12131=1 No Yes No WA g I. TlwmutTN FWrCWNb and SMQ"W NanYW OWN,$&quokNon-Ingrld&gnpt Olson 12/31f=l NO Yes No WA � Product MdL Number or Me- g1IeEeLAWIOYa pnwud ONWACOM anmtMmtlml anmlMEOLpe � �� �� Ialaw germ � PoemsCompositeEdge Faegloss Singe Door ➢peeve oOtfi wkg; X ceallplxadon) lO Edge Fa1a �te coon (Yrwnggaaahg; X X OpopaNbdredOrn) 14 n. Therme-Tru FaerCesslo and SmootlW-Star Nominal8&M0 &quothloMnpedBquok OMM 12/J MI NO Yes N0 WA Composes Etlps Fbger Sege Door l aumm.Dode (kwmwoOna erg; X omowxatlon) Page 1 .11 Florida DeparUrlant of Business & Professional Regulation pops l a t Florida DepaMXNH of Business & Professional Regulation P.r l a I Florida DepaMmnt of Business & Professional Regulation Ionia Building Codes and Standards Ionia Budding Codes and Standards Ionia Building Codes and Standards Product Approval Application Delall Product Approval Application Detail Product Approval Application Detail BaLTaim Slade Knob or 2im gee Do.PeMma Dam Blldi:kAd go1111 Era, E. no life DMLEMAM 2@k FLetT7474M .990 lrpr pea pal pKItagi a gem $lam Sad! limkLor Dui MOW nowksm good lnamrtAUu immom h N dOmm AWm■W EMA,,M ti ANnng NNW Due Version fmmd gam g mm LaaMULLUmnaa YaEdaMh mold" AmhmMd f7G.Asmd hemmd Nwl MOM mm m uNadmolmD rdtmem lgdaamAlmasa Ya169M Lik XWA W llamow ENCAMMEd A■mud AWN Due Yd■ l� f�m l:mertAlmese YaYmdh ve Reloa 2017 7lerms.Tn COlporelWm RiCk in NON" AOOnd kton & Ryan J. King, P.E. 12 M/M17 062/n017 12n2/2017 Approved Revision 201T T1emeTru Corporation Rick Wright National Ameeebn & Ryan J. King, P.E- 12n0/M17 O 21/2017 12tr"17 Approved Nor 2014 ThrmtTru Corporation Rick Wright Nod-[ AaoedaNlon & Ayes J. long. P.E. OMMIS O5107I2015 07n6/M15 Approved Rsvelon 2017 7harmtTru Corporation runs Wright Lyndon F. Boht�L P.E. Ryan J. log. P.E. Igary: Udder Owns (410) 2MI740 Management Inalba ($13) 76745M Cob sry: EMarw Doors (419) 2a6-1740 Management MYIal (913) 7e7$566 hl•Ocry:EMarlOr Dann (4/6)26e-1740 Management kr•IWIe (e111)767-0666 Catepay: E:dnbr Do«• (06)266-1740 PE49406 (819)7674666 SW COopW Boosting Exterlor Dam AwrBee• ndvgrrDlUM aam Subcategory: Swinghg Manor Door Assanbaes rkkwdra tidnonouteaee SIIWCataOorY: BwngYg Eerier Dog ArrnblW rid0w4mbMpoonwaante aakCategory: gwkg6g EMsmbr Da«A••anb6s rldmbnWMeooteubae. CewpRre• M.@.&- CrWFitlorn Mork or Loans cam C•epltewse MOh ad: Certification Mark or Loft porn CawPll.rnse Ilaexal: Ceraludern lteak or LWmp acrid Florida E ee ArdnM•w «• Mahood Florida B�g,prgydg F1a177474M Procne Vanish gmdk Appointed for Use A omtMALUse Weald Data paLlAYuraws Anorand for ss Approved Sir3m6 he" glom 9mooLaw■We Ao,,,,dfor !Use monotone how RIAIM 8urradaim fell! O dMlgn GadmMlaMmtlngl 11111M 2LUWLM3Y lsmmae EnMn Lea 2KA2dz mNmL2o ulmJi gdmaim6 SOMM Presume Lai! EMNIANgoLmmmKxmm EMOOLUMOdO a gomdlsYdaagaM Is MM gdwdLmQ SaWml POEMn Peaeldl 1an/e pit pal grLEMM" gate riEfdlad LkmMM EIGAnmml ABOMM lima 10/182017 fatSM17 1041212017 12/12/M17 Appmed 1 a. &qut ;CMou* allSgnat rat aquotaendnnrk by Son and M Opaque ate OMasd FbKOMN Door With 12191/M2/ No Yes No WA a e. equotSmoo8tStarequot and egrataorldimark by bill and N Opage and Oteesd Fawyaw Door with 12/31/M21 No Yes No WA 1 a. Opaque Fbageae tow Noralasl 3ii39;0 x 7&#W.O Opaque Fbemgiass Door 07/311=19 No Yes Na WA g1a�LAerlm■! ammulLu■ Amomnd ffi t M" palm Ther-TnAwt Without wout SMoMwL Inswing and Ouewng TlemorTnAqu0t and we" skleaw. - - and Oaewng - (Inswing /Outlawing X Cadgeasnre). ffia goWl4tll gl m I LMN 9MMMLMM 111011ir Ltd 1 a. &qur;FbrCWasol not, SquotsnwoMBWSgtot, 6118M.8 &quKWWmct&quot Gazed Fiberglass 12/31=1 No Yes Yes WA &quotCtesMWCreRBgaat a&gntCWatoCmft Single Door- (K) erg or Outewlrg Configuration R WrsmSsstlt WodgdeWM i Florida DepaMient of Business & Professional Regulation P.O. I of I Building Codes and Standards locals Product Approval Application Detail salaam gob I ndkar go no gam Person 21b Den Yeolm mmubd■D sdgmd BOONKAlmMM X ddgmm YaEma tuhmod MC al AOmafM soma Revoed 2017 MI Window e and Doors ono saw Lute RobarM Lomas Seven M. Utlda, PE OW 3/2017 ON111M/7 011115=17 101102017 Approved Coega'y: Etterw Doors (117) 3s641300 PE4 2614 n17) 317a/64 MlCaegry: Sides EAww Door Asarbhe b. tlwp.remkvd.axn gawp.. medal Eah ow Repot awn a Fiords Repelled Monbd or a Lkwhad Florkle Professional Enplllla aminumigmask g1WOtA■ursns AnmM.ELclua Aa0®MOKIM Iowa lulu Lna S9 JLu InINM pdtlLJIYHZ alw m EMM 1 BERF8420AWMMNMSW SERIESI20ALUMINUMS000X0 12131=18 No Yes No WA 1463AIsquotN06grot NONaiEMIORCED FL&ISl 4U 9gde Drain Jmmm >kYmim ntexelon m17 ►M W idp o and Dow• Caegory: Uellor Doors SubCstegay: Si" Exb w Dow Anrrbbe Ceanoaalos Saselad: awkesri Repro from • Florida Reg)elersd ArdiW a• LlOrrsed F1orlds Proeoabnat EnpYar ISSUE emooLoodmikm&KMLNM 66 SERIES 420 ALUMINUM SOD REINFORCED Florida DepeMroM of Business & Professional Regulation Pap. I d I Building Codes aid Standards 11502018 Product Approval Appllcatiat Detall Florida Departrtwnt of Business & Professional Regulation Pass i a I Building Codes and Standards Ionia Product Approval Application Detall Florida DepaMient of Business & Professional Regulation pfe. I a 1 Building Codes and Standards 14n14 Product Approval Application Delall Florida Depanbnent of Business & Professional Regulation pope I d 1 Building Codes and Standards Ionia Product Approval Application lHtall Ba]H1114114 .Daft arroLd pal pal 2MLEM.n 21M B119t334114 .9911E 1MUL9[ pal no DOLBMMM am FLM§2124M QM ldutor pal grow ➢ameba➢ go Due ism NN&dm&= gal" LnluwAMm YedOmmm Yana d gWmdmf fwLa■mW AOOMM lama MOM Vmm emommak t reomd Cnmw.LUM YMWWrI mmdod LkmWW l.GAnmtal home" lama Dona MdW= NoBduulmt ra" Cmkwlimeua YMWm & x1dMRd kmmdm11 OWLAWN" ago=" soma Revision 2017 MI wridow7 and Doors Breit $singer Luis Roberto Loma &Mon M. With, PE MMI017 0511/2017 06M 2017 10110=17 Approval Revision 2017 MI Wridon end Door stem Ssinger Luis Roberto Lamas seven M. urot PE 06113021117 0d11n017 06116/1017 101102017 Approved Revlobn 2017 w Widows and Doors BrsM sMngor Luis Regard Lwnoo Bevan M. Udoh, PE M13.2D17 0111111.2017 061/6=17 10110=17 Apppwd Caeawy: Exedw Doan (717) 3e6.3300 PE-02514 (717) 317.8464 Coweary.- E av or Door (717) 3t"M P&MM (717) 317-8454 Coeeary: ExWbr Door (7f 7) 3e63300 PE40514 (717) 317.04" Subcategory: SMbg Exerlor Door Aesanbbs bslingeramled.com Subcategory: Sift Exterior Door Assemblies bNangwQ k d.cwn SuOCaegatY: 8Mdhag Exterior Door Aasonbbe bLOngeiomiwd.can Cgopeaes ill~ EwkWW Report Mom a Coaapaasee UWw& Bahaism Report torn • Cospips- a~. vahetlon Fiona PAgW wad AMhftd w a Upon" Floras Florida Registered Ardabw or ■ Uowraaad Florida RO M& Rog W W Ardaad or a Upended Floride Professional Engineer ProbsolorW Engineer Prceselonal Engineer Pram adisgaadPmmll gwm aMtmOli AOammdI L9n A-,,,dfor Li- Yaw palm BMS3314d!lm.m gaedkAw aaamMuLlme AYmtMlause lined go" BGSM-PA 9MRUL6etarsoM A■ owdmcgM aOswLktun Yaw DEEM Lea Produalt Metal. Number or Notes BmaNLROMINO 200mlrE2rrNK20 laJDftli Gamble MvMz &Akw PMBMm AKE 228bas■lalmgo I"MVM gL.WWD NvM lktmlrt Present ana drm Coolant lJmmtisDab KIM 901Wa.lOttlz ➢Atlas PJOIm 2 SERIES 420 ALUMWM SOD SERIES 420 ALUMNUM SOD OX, XO, M 1201t2018 NO Yes No WA 3 SERIES 420 AWMa4UM SOD REINFORCED $ME$ 420 ALUMINUM SOD REINFORCED OX0 12/31/2018 NO Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 1201/2018 No Yes No WA OWuoO*O&quat NON REINFORCED 1453/4&quotx/8&gwt XO,)U(wkuotx9u*mb f lodkx pal no plEmdmn put sea GNAW fambELA.LMM YMWEMED MOM LOmdmd f7G.apprmM a■mmd soea Dm Yamm 1lamdigb= sent sMnpw Lids Robert Lo nal ab w frL IkkA, PE =1302017 M IAMI? or152017 M10/M17 Approved Revision 2017 POT Industries (717) 3a63300 PE-02514 (717) 317-0451 Category: Edwlw Doors belNporOndad.can •ubCssagaty: Uft ExWbr Dow Assemblies Compassion, aeetab C rwmomn Men w U ft FLAIIIIIJUM Presage, Aw Emdwdmam 901kAY1_a aaomted forJm! anmmck- s mmod Ream /0 sOD,5670 0. w MWal i pes0 emmoubmadow sa ou lrlll *lNGL2 a KIM gutEl Lion prim EON@= SERIES 420 ALUMINUM SOD REINFORCED XXX /2/31n01S No Yes No N/A 1439*000118ftlot Florida DepaMwit of Business & Professional Regulation Pep. I or i Building Codes and Standards Ionia Product Approval Application Detail EtliZr94E Seel ErMLa pal Lie LIEP-ao" pm Dons VE" mmukdm Seed KQWMKA m YaY11miLk V ddlud awmm FICA■md AaENM amen Revision 2017 COM Budding NO&N a C-WWW Man VYealwbM InWek Tom* S.nlose NA Wry Pit~ 11MVM17 011110=7 12MMIT Approved Category: Eft w Dean (513) TM4 M Ina. (513) 51"M nNeC•tegery: Seasonal Exterior Door AwrreYse YA..UfAWCIUOPMY.carra Ceaseless NO.W. Cedassasn Mork or Ling BCIlzitaPad-t gmW kAwnos Restaged for ao mmdbL mg 1mgW gs m La! Emgma mmkmLDmsdrm SBMadIYYHnpM Monad ammkk m6 &WNW awn as 085 W8-09 PAN-21`153: 73. 75, 54A 94. 42, 46. 428, 486. S" Pan (min. 28 go.) SngteCr (up to &V olds) 05211M2S to Yes No -38 PSFN2 4RVT, GMT, ODDS. ORBS, ARM. ROSS VANDCOORM174: Yves Geregs Door PSF Florida Depeftent of Business & Professional Regulation Building Codes and Standards Product Approval Application Dstall Pap. I a I Ionia Florida DepaMxrd of Business & ProMsional Regulation Building Codes and Standards Product Approval Application Detail Pap.1 a 1 v5nia Pants or Drp 2da gdLbo O 20 fmdE PBIk at pm gek gW.P9mm pm good fmmamAlmaOr )Wk*O Jk Yadd" MUNN P1GaaamW a09mW soap Due ism WOuml.si sadet ADWMKAM� Yadislfef Yeamd 11600M fwLAssmW hmmad Lea Dean Fluent mw Dad BCOO - CER Mlmd-Dees BCCO - VAL 12MIMM17 I I MM017 i2nw2017 Approved Review 2017 Clap" awkkre Produce Company Mark wssMrMM Imawek TeatMg SwAm NA, Gary Kohler I1/Ia20IT 080102017 12106=17 Approved (941) 48MIOD (7a6) 315.2re0 Calsory: ExerW Doors (513) 7704M Ian (513) 51941866 pvrlrOpplMarkb.eom SuIsCaepay: Sectional ExWlor Door AsoomtdW meesserholdedopsy.00m Companies- -1 Coratobw Mork or LWag guWNy Assurance Add6ffidf4LDM ADO wod For use Maid gem BCEilSMI!Mkl gmes Asmmu apars"d for Use Approved to Use kno Demo goommLURMIRL20 Islmfz glwfttmli aMwrR Pawn LBW! 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MWmmL Ca N i a Mark aWMg L Mee VVpeMold Interlsk TOWS SWIM NA Gary PkehW 1 MA M17 0111102017 (513) 7rl) 0M Inn. (513) 5194M nsMaidaWwn Y. 12/04I2017 Approved RwAson 2017 CURRIES OlvWbn of AADG, Inc Category: Edarlor Doors SubCebeoty: Exporter Door Components Cewip9rmse Manedn : C*dM=d Mark Loans E MIRLI Prober Dedlo slaw UL LLC Ted Bourn, PE 11r1w2017 10MM17 (641) 49428" (305) OW4707 dev.dedk�by.m in 12/0Sn017 Approved Re, WIN 2017 as WYYMowe and tope assessor. NMOaw SrrbCrsgsrry: Single Hung Couupaarea Yaease: C•rtlautlorn Mark w LNWg BalzaaeiJrmumt Bed emk w Amornaen Anthbutural Seven M. 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Florida DepaMlent of Business & Professional Regulation page i a l Florida DeptifteM of Business & Professional Regulation Pq. i d l Florida DepannnM of Business & Professional Regulation flops / a l Florida DepaMlent Of Business & Professional Regulation Peg. i a 1 Building Codes and Standards 1onle Building Codes and Standards Ionia Building Codes and Standards Ionia Building Codes and Standards Ionia Product Approval Application Detall Product Approval Application Mall Product Approval Application Deb11 Product Approval Application Detail Show or pal pm Dab PMMaOa geM raft Mow or pk gem gmePalMga pk PUMASASM 220 arklgr gw 21M ple P Kl a ow ELIUM 9" Ladw or pu gam pkPARAM pk sloe Yad&bd llt mod" 11W=M EKAmend Appmted Awn Due version Llamdmhn[ SOBMat LnmmLLLb_ YMWm" YMWM 1llEmdeW FW A -Mad AMEMM tuba Din mmin Ymftrase goaud godmwAmmm MOM& YeWlld Mulled MIGA■ ind AddmaO am" Din Yearn Mamma good ZM*MKAJA a Va1dMWrt MINE! 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