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HomeMy WebLinkAbout35925 Saddle Palm WayGENERAL CONSTRUCTION NOTES: CHAPTERS AND 5ECTION5 REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWING5 REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012A OF THE F.B.C.-BUILDING: BY PROVIDING ALL DETAILS L15TED UNDER THI5 5ECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO EN5URE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. 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 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 6TH EDITION (2011) R302.6 AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO510N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.G.R - 6TH EDITION (2011) R103.12 AND 45TM G 926. PER FB.C., 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED 5HEET GAUGE CORROSION -RESISTANT WEEP 5CREED OR PLA5TIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM G 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INGHE5 ABOVE PAVED AREA5. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5GREED. PER F13LR 6TH EDITION (2011) R103.13 WATER RE515TIVE 5ARRIER5 INSTALLED OVER WOOD BASED 5HEATHING SHALL INCLUDE A WATER RE515TIYE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, 5TUCC0 APPLICATION AND CURING PER F5LR. 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM G 926. STUCCO CONTROL JOINTS STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11A.1 THRU 1.11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F. AND DELINEATE AREA5 NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN510N 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 EGRE55 GODE5, 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. FLAGGING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. 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 FIN15H. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOW5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN IN5TALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLA55, THE GENERAL CONTRACTOR IS RE5PON515LE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE U5ED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (5.C.)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 PORT5 ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052.6.1. 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH 5EO10N R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE); THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C., - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 IN5TALLATION IN5TRUCTION5, 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 RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER FBL-R. - 6TH EDITION (2011) R90533 SHALL CONFORM WITH A57M D 226, TYPE 11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND 5HALL BE INSTALLED IN ACCORDANCE WITH 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 RECOMMENDATION5 OF RA5118,18 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN 5TANDARD 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 1510'-0" AWAY OR CL05ER. TUB AND 51­10l ER ARE45: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM G1288, G1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 5HALL BE U5ED A5 5ACKER5 FOR WALL TILE IN TUB AND 5HOWER AREA5, AND WALL PANELS IN 5HOWER AREA5. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 5HALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT IS U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51N6 A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 51TALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAIN5T DECAY AND TERMITES. - CONDEN5ATE LINE5, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 5HALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA514 BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAvE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAG. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING 5PACE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TD SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5HALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) 5HEE15TEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENIN65 INTO THE GARAGE. 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 5HALL BE RAISED AT LEAST 3 INCHES 11(9 mm) ABOVE THE FINISHED GRADE AND 5HALL AL60 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDEN5ATE DRAIN PIPING 5Y5TEM. THESE PAN5 5HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV151ON5 OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAU5T SYSTEM 5HALL BE D15CHARGED TO THE OUTDOORS. AIR 5HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS 5HALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE EXHAUSTED DIRECTLY TO THE OUTDOOR5. EXHAUST AIR FROM BATHROOMI5 AND TOILET ROOM5 5HALL NOT DISCHARGE INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEED5 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT 5HALL BE REDUCED 25 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 TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND 1_15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHE5 DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAU5T DUCT ENTER5 THE WALL. THE LABEL 5HALL BEAR THE WORD5 "THI5 DRYER EXHAU5T SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 6005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE 5HALL NOT RELIEVE THE BUILDER OF RE5PON5115ILITY TO REVIEW AND VERIFY ALL NOTE5, 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'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI5ION5. ANY REv15ION5 OR GHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 REVISION LOG 10/4/18 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT LOT 22 BLOCK 05 SILVERADO 35925 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 mimimim, LE N NARM 2277 -LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN 1 DETAILS ,•`®° �-, .••••--•.®�ti;''% S3 DETAILSo a: �' o:Vat S4 DETAILS m `.� Z O J o S5 DETAILS •' • �, SS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SHALL NATION,;ML ELE.0 FI NC, C;tom , ORDINANCES C-V; lA7 r ra rz P tf_ I ABBREVIATIONS AFF. A50VE FINISH FLOOR EXG. EXISTING PKG. PARKINS ACC. ACCESS EXT. EXTERIOR PTN PARTITION AP. ACCESS PANEL FB. FACE BRICK PV. PAVE(DXING) ADO. ADDENDUM P.O. PAGE OF PVMT. PAVEMENT ADH. ADHESIVE FAG. FA5TEN(ER) PEE). PEDESTAL ADJ. ADJUSTABLE FN FENCE PERIL PERIMETER AGG. AGGREATE F.GL. FI13ERGLA55 PLAS. PLASTER A/C AIR CONDITICNIWA FIN PIN1514 PLAM. OR P1. PLASTIC LAMINATE ALT. ALTERNATE FFl. FINISH FLOOR LINE PL. PLATE AB, ANCHOR BOLT FE. FIRE EXTMGUI5HER PVL. POLYVNYL CHLORIDE APPX APPROXIMATE FP. FIREPLACE PE. PORCELAN ENAMEL ARCH. ARCHITECT FLG. FLA5HING P.SF. POUNDS PER SQUARE FOOT AD. AREA DRAIN FLR FLOORONG) P.S.I. POUNDS PER SQUARE INCH ASPH. ASPHALT F.D. FLOOR DRAIN PLL. OR P.C.CONC. PRECAST CONCRETE AT. ASPHALT TILE FLUB FLUORESCENT PFB. OR PREFAB. PREFABRICATED) AUTO. AUTOMATIC FIG. FOOTING Q.T. QUARRY TILE AUK AWNING RIP. FOUNDATION RAD. RADIUS 55MT. BASEMENT FR FRAME(DANG) RLG. RAILING 5 . BEAM F5. FULL SIZE REF. REFERENCE BRG, BEARING F.D.O. FURNISHED BY OTHERS REFR REFRIGERATOR BM. BENCH MARK FUR FURR(EDXING) RE. OR REINNF. REIFORC(EDXMG) BVL. BEVELED GA GAUGE RES. RESILIENT BIT. BITUMINOUS G.I. GALVANIZED IRON R.A. RETURN AIR BLK BLOCK G.G. GENERAL CONTRACT(OR) RA REVERSE (SIDE) BLKG. BLOCKING GL. GLASS, GLAZING REV. REVISION(S), REVISED BD. BOARD GLB. GLASS BLOCK RDUU. RIGHT OF WAY 55. BOTH SIDES GD. GRADE, GRADING R RISER B.W. BOTH WAYS GB. OR GYPBD. GYPSUM 50AFD RD. ROOF DRAIN BOT. BOTTOM HD. HARD REG. ROOFING BR BRICK HDW. HARDWARE RM. ROOM BLDG. BUILDING HDR HEADER RO. ROUGH OPENING CAB. CABINET HTG. HEATING RBL. RUBBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING SCH. SCHEDULE C5MT. CASEMENT HD. HEAVY DUTY &TUT. SEALANT CJ. CAST IRON HGT.OR HT. HEIGHT STG. 5EATMG CUP. CONC. CAST -IN -PLACE CONCRETE HL. HOLLOW GORE SEC. SECTION CB. CATCH BASIN HIM. HOLLOW METAL 5HTH6. SHEATHMG CK CALK(ING)CAULK(ING) HORZ. HORIZONTAL 514T. SHEET CLG. CEILING HB. HOSE BIBS 5H. SHELF, SHELVING GEM. CEMENT ID. INSIDE DIAMETER SIM. SIMILAR CM. CENTIMETER(5) INS. IN5ULAT(EDXION) 5KL. SKYLIGHT CER CERAMIC INT. INTERIOR 51L. SLEEVE C.T. CERAMIC TILE JT. JOINT S.G. SOLID CORE CHAM. CHAT PER JST. J015T SPC. SPACER CIF CIRCLE KIT. KITCHEN 5PKR SPEAKER CIRC. CIRCUMFERENCE K.O. KNOCKOUT SPEC. 5PECFICATION5 CLR CLEARANCE) LAM. LAMINATED SQ. SQUARE CLS. CL05URE LP. LAMINATED PLASTIC 551. STAINLESS STEEL COL. COLUMN LAV. LAVATORY 5TD. STANDARD COMB. COMBINATION LT. LIGHT St. STEEL GCMG. CONCRETE LTL. LINTEL STO. STORAGE Ct1A CONCRETE MASONRY UNIT L.L. LIVE LOAD 5TRL. STRUCTURAL CX GCNNECTION LTV. LIVING SUS. 5U5HNDED CONSTR. CONSTRUCTION LVR LOUVER TEL. TELEPHONE CONT. CCNTNNOU5 MA MANHOLE TV. TELEVISION CONTR CONTRACTOR MFR MANUFACTURE(R) THK THICK(NE55) CJ. CONTROL OR CONSTRUCTION JOINT MA5. MASONRY THR OR THLD. THRESHOLD CORK CORRUGATED MO. MASONRY OPENING TUG. TONGUE AND GROOVED CTR COUNTER MATL. MATERIAL T.O.C. TOP OF CONCRETE CRS. COUR5E(5) MAX MAXIMUM T.OF. TOP OF FOUNDATICN CF. CUBIC FOOT MECH. MECHANICAL TR TREAD C.Y. CUBIC YARD M.C. OR MEDLAB. MEDICINE CABINET TYP. TYPICAL DP. DAMP -PROOFING PMB. MEMBRANE JG. UNDERCUT DL. DEAD LOAD MET. OR MTL. METAL UAF. UNFINISHED DEN. DEPFE55ED M. METER VB. VAPOR BARRIER DIET. OR DTL. DETAIL MM. MILLIMETER VERT. VERTICAL DIAM. OR? DIAMETER MIN. MINIMUM VIN OR V. VINYL DIM. DIMENSION MIR MIRROR V.T. VINYL TILE D.W. DISH L4514ER MISC. MISCELLANEOUS W5CT. WAINSCOT DR DOOR MOD. MODULAR W.711 WALL TO WALL D.H. DOUBLE HUNG MLD. MOLDING, MOULDING W.H. WALL HUNG ELEC. ELECTRIUAL) O.C. ON CENTER up. WIDE FLANGE D.S. DOWNSPOUT MT. MOUNT(EDXMG) W.G. WATER CLOSET EP. ELECTRICAL PANEL O.A. OVERALL W/O. WITHOUT D. DRAIN MULL. MULLION LP. WATER PROOFING EL. ELEVATION OH. OR O'HEAD. OVERHEAD W. WOOD P.T. DRAIN TILE NL. MAILABLE WR WATER RESISTANT Ea EQUAL PNT. PAINTED) LI, WROUGHT IRON DWR DR14LER NCM. NOMINAL WIWM. WELDED WIRE MESH EST. ESTIMATE F'NL. PANEL W WIDTH, WIDE DWG. DRAWING N.I.C. NOT IN CONTRACT UkN WINDOW EXH. EXHAUST PAR PARALLEL EF. OR EAF. EACH FACE N.T.S. NOT TO SCALE 3 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • LDENVER. FST- 1994 III III I ��� III III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 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. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 1 O Z w O uj J U z � N Ln O LU < z zN N N N NU O J T--I Q M � Q Q kD Z Z oo Z Z m O m OL 0- OZ w� Z Q Q� � Q r� W QceQ' u 00 z a a af aQ Q Lu �� W Z o L0 aLu LeULI 0 LlJ LL N m FZ- u 0 Lu O ZOZ Q U �w a� H ol J w 0 j� w Q O o C) L aLLo oz H Y Q F- O= ~ z o F9-zz 0 o 22 EA w w Z 2: LLJ 00 c J ~ ¢�v 0 Om SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. cs TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BLK OPNG MULLED PAIRS SH 12 20 X 26 SH13 20 X 38 3/8 SH 14 20 X 50 5/8 SH 145 20 X 57 SH 15 20 X 63 SH 16 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 1 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH 12 18 1/2 x 25 1/4 SH 13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH 15 18 1/2 x 62 1/4 SH 16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BLK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 11 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 21 1/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 31 1/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" EGRE55 NOTE: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM STRUCTUF,,4L NOTES ID - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BA5E. O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/ MR BEARING t WALL CACA L�-OUT WHEN 1/2" FLITCH PLATE MAPS ARE REQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING - 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 2218 S.F. GARAGE (o 17 S.F. ENTRY' -4.4 S.F. TOTAL SCE. FT. 2939 S.F. FLOOR PLAN - A 5CALE: 1/4" = 1'-0" y Davis BEws DESIGN GROUP 150 STA1-E ST'R.EEI' EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.9'L5.1800 FAX W W W.DAVfSBEWS.CAM TAMPA • DEIVVER �� FST.1994 ��� 16 2111 �11 1�1 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 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Oo r~ � O � Ln M O O Q��� N O LLo L L�. a z <DC U Q � z� u w w0 J O J OZ �o w z a w¢�� zo-zoo C)Lz Lu�< az �o-1w a �Uo LLJ Ow u N Z Z }o zW Z � a p �� OO -I H U to 0 Zw � QLL �Q� 0wo J o11714 �� ` Lu IL U- V a � Z cCi' z 1714 �O� p �� za"o w w < �oQo z N N =~Z Z N 2:$ (D < N Lu Lu z x av 00 Q Q =QLL t0 Z Z (DO J ° �--I Q 9 U 00 Z Z 0 '� g 0 0ca � m a a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. iso SHEET NO. I 6INK KITCHEN ISLAND BATH 2 MIRROR 0j LAv, LAv. 0 OWNERS BATH. KITCHEN n INTERIOR ELEVATIONS 5GALE: 112" - I'-m" y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, H.ORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWSCAM TAMPA • EDENV EST. 1994 I O Z O N O ( O MCD O O�roLNA N O Ln L U- a �UCL zQ E� z w z J O O Z O 3 z w zQ Z O u,a�Er 00 �-- ZVZQ Q�8 W a a L o �U wLL N m O LU U) Z Z �o 0 w zW 5L z O 43: Lu O U J to Z O 0 Wiz¢ �a� F� Wo o�� 0 Li. W Lu Li- LL af�z we2C Zazu O W � w ce �%0Y0 C�ZLn z aN OE w v Ln Zo¢J <DO�LLz 00 +-i Q Z Q Z o Ln 00 au QZQ QZQ om O rn cc, a a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO. m T.O.M. TEXTURED — CEMETITIOU5 FIN15H ON C.M.U. (TYP.) FINISH FLOOR LINE DECORATIVE BRACKET(5EE 12 DETAIL (TYP.) I"x8" SMOOTH 5 TEXTURED TRIM / FIBERGLASS _ BAND 512 SHINGLE PER 12 COMMUNITY 5PEc (SEE 5TRUCT.) I"xl" SMOOTH TEXTURED TRIM / 2'-0" 2'-0" F20 (TYP.)= G.C. VERIFY BAND FA5CIA CALL -OUT TEXTURED FINISH ❑ I"x8"6" 5MOOTH (TYPICAL) STUCCO ON TEXTURED TRIM /LZ: F5 5HEATHING (TYP.) "' nFE, FBAND INININININININ101 miml IFE-ININIFEININIFE-10IIF�M-M-IFM- Elmi-mim FRONT ELEVATION - A FIBERGLA55 SHINGLE PER COMMUNITY 5F (5EE 5TRUCT.) TEXTURED FIN15H 2'-0" STUCCO ON SHEATHING (TYR) T.O.M. _ TEXTURED CEMETITIOU5 FINISH ON C.M.U. (TYP.) 25-5H FINISH FLOOR LINE GRADE LINE (A55UMED) SCALE: 1/4" = 1'-0" 25-5H TEMP. RIGHT ELEVATION - A SCALE: 1/4" = I'-0" F5 T.O.M. HDR. HGT TEXTURED CEMETITIOU5 FINISH ON C.M.U. (TYP.) _ co F6 25_5N _ FINISH FLOOR LINE GRADE LINE (A55UMED) Q5 TEXTURED CEMETITIOUS FINISH ON CM.U. (TYP.) �. T.O.M. HDR. HGT. —FINISH FLOOR LINE, m y DAMS BEWS DESIGN GROVP 150 SPATE STR= EAST OUXMAR, RA)RIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 oil VORTEX ENGINEERING, LLC. l ��®�'�f •• • • `O�t ®��� 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. IDWELL, P.E. #52683 ANDREW.1. MEISHEID, P.E. #83217 ' I' 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). f THE ENGINEER HAS NOT REVIEWED THE I' PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O N O �O '=3 ko M O Q -) O N LL Ln M Q U00 '� Q E Z w O J � '_ 0 ZO 0 z Q O w<�X �— �400 z w Q Q 0o-iz > a 0 W a��o 0 J "o m0h W z04 O W U 2: z zW I z s 1--•1 4 w 1 U V) Z 0 Z I I Wza az� Qb2: O 7 Z Wo= zoWu ^ O Q z N N �oo z $°fig , w n N w w w Z� WLu Q � 000 � Q Z Q ZJo =o" i o"' Z Z ado o ,--I g Om m a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. I 1.0 SHEET NO. e R/5 T.O.M. HDR. HGT_ e FINISH FLOOR LINE M T.OM. HDR. HGT. 25-5H FIN15H FLOOR LINE _ * EGRE55 LINE OF INTERIOR VAULT ZTEXTURED J EXTENDED CEMETITIOU5 OVERHANG TO BE FIN15H ON C.M.U. CENTERED ON ITYPJ� S.GD. 1/2 34-5H. FIBERGLA56 SHINGLE PER COMMUNITY 5f l5EE 5TRUCTJ 3 REAR ELEVATION - A SCALE: 1/4" = 1'-0" P15ERGLA55 5HINGLE PER COMMUNITY 5f l5EE 5TRUCTJ ZTEXTURED CEMETITIOU5 FIN15H ON CM.U. (TYP.) � LEFT ELEVATION - A SCALE: 1/4" = I'-0" 3E a5 TEXTURED FINISH 5TUCCO ON 5HEATHING (TYP.) 35-5H EGRE55 12 a T.O.M. - TEXTURED «, CEMETITIOU5 FIN15H ON GM.U. ITYP) FIN15H FLOOR LINE GRADE LINE (A55UMED) TOM. FINISH FLOOR LINE GRADE LINE (A55UMED) ILI DAVIS BEWS DESIGN GROVP L50 STATE STREEF EAST OLL7SMAR, FL ORMA W77 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAhAPA • DEN\/ER FST. 1994 ®o®,eeeee ® Ie ® �IlI ilk OD v w n cra ¢ ® VORTEX ENGINEERING, I.I.C. :v zQ ® �: �.• 6 607 S. ALEXANDER ST., SUITE 103 s® ® �i� >/�j •'• ' !�� PLANT CITY, FLORIDA 33563 �®�' bCf •®• •�°v� 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 RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY a '0z w J Z O N Oho o M un p Lt) �0LA L U- OL u Iu Q z�� W J Cz �s w (� z Q V / z w Q C) 0 O �zo0 H� zow<< zz �p_jw 0 � 2 J a Lu 0 C) a o ce LL W w N L° oLu JZ Z W �O O zW a Lu 0 > ~ O U 1 C%) z o � J < W; z Z7 o2: 0�� < waLL� U ¢ � I N N O �o� 0 a 25 0 n w 0 w �0<0 z N N W ado ��ao IZ IN ^' ` V J ,--I Lu dio�w = 0 0 <f� 00 T-4 lD Q Z Q Z o00 (Y 0o Z Z v O m � � 0 o m SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. 302 LCTfRf SAL <� K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Rg 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 ;Q- RECESSED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN Q', EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) [E�ji CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR (ARC -FAULT) sD c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) FvT TELEVISION (OPTIONAL) 0 THERMOSTAT Cp ELECTRIC METER J� ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. 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) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, BLEEPING 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 GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA 10, N.E.C. 2014, FB.C.R. - 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 CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARM5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WALL MNT. W.P. GF.I. A/C D ISCONN. BEDROOM 2 i ROUGH -IN FOR OPT. FAN/LIGHT PRE -WIRE ROUGH -IN <\ / FOR OPT. FANLIGHT i PRE -WIRE </ J / FAMILY ROOM 91 -IN /ROUGH FOR OPT. FAN/LIGHT i PRE -WIRE </ J OWNERS SUITE W.P. G.F.I. BEDROOM 3 ' ROUGH -IN I BATH 2 FOR OPT. FAN/LIGHT J PRE -WIRE 111 a CAFE PENDANT (VERIFY LOCATION) RE 03ATH W.P. BEDROOM 4 ROUGH -IN FOR OPT. FANLIGHT PRE -WIRE J E9 G.C. VERIFY: LOCATION OF DISPOSAL SWITCH AND GF.I.OUTLET IS UNDER SINK CABINET ROUGH -IN FOR OPT. FANLIGHT PRE -WIRE J FOYER W.P. GRI. ENTRY IIFff II °Cieqo GF Uq L '-_ _ — — KITCHEN �u— 3 CAR GARAGE I — — — — — — — — ul \ I GD. OPENERS FOR r ►a: u I I O.E.------� LIGHT AND NWITCH I I \ G.F.I. AT q 44" AFF. L LAUND. G.F.I. W.I.C. FOR ALARM SYSTEM 220 V. I GF.I_ --� L_ JL _J ELEC. L----- G.F.I. IRRIG. PANEL At ,40 ELEC. METER MAIN DISCONNECT METER COMBO - SQUARE D 1 ( REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYR ' 4 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 'O COPPER TO WATER HEATER 18 COPPER TO RANGE 14 COPPER TO 5/6" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN - A I Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FWRIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVfSBEWS.CAM TA 4PA • DENVER EST.19" —> 1 jr 001"A O 00 '—' � qO > Lo ED o��Ln CZ �5 Wo <Q wQ�w J ozooo Z U Z Q U 0o�W � � J H a LLJ o oWLLN �u� U Zo Qu f z z 0 =5 gLij W N3 �/ F_ J U cn O � J Z WoQ O a 0Wo � O a LL w aa0- N owMuLO N z Zaw¢C�Za ^ Q° Z N w L0 N o QOPzz Do°Q di W cy V z Z 00 Q Q <Q� ko Z Z �Jo 00 z g aim J O M a a ° SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. loo SHEET NO, 4 E EXTENI)E OVERk4 CENTERS 5.6D. ROOF PLAN - A SCALE: 1/4" = 14' MAIN ROOF r NT REQUIREMENTS N CALCULATIONS = 2939 SQ. FT. / 300 = 9.80 SQ. FT. X 144 = 1411 SQ. IN. PER 2/3 ROOF VENTS = 705.36 SQ. IN. AR FEET OF RIDGE VENT = 20 LINEAR FT. :F-RIDGE ROOF VENTS REQUIRED = 3 AL SOFFIT VENTILATION NEEDED 101 SQ. FT. f CALCULATIONS BASED ON THE FOLLOWING 38 SQ. IN. PER 4 FOOT OFF RIDGE VENT i SQ. IN. PER LINEAR FT. OF RIDGE VENT SQ. IN. PER SQUARE FOOT OF SOFFIT VENT VERIFY QUANTITY OF ROOF / SOFFIT VENTS JIRED, PER MANUFACTURER'S SPECIFICATIONS ET FREE AREA PER VENT. y �®®®®`eeoosooee�os�e' UJ Lo . J o O•z DAVIS BEWS DESIGN GROUP 150 STATE 5I'R.EEI' EAST OLDfiMAR, RARIDA 34GTI 813 . 925.1300 TEL 813 . 92.ri . 1800 FAX WWW.DAVISBEW&COM TAMPA • DEIVVER. EST. 1994 � oil VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 Oo (A � o > Ln M o ��j MLnn O Ln Ln Q aU z < U a00 z��� w wo J O t0 d- 0z � 5 w 0 z a r W¢�W z00 or- w Q Q C�70nw a w 0 i° O 0 W W N O Lu L Q Z ZO Q U z w z o 5� � g (3 Lu U cn 0 z Lu �z 0Wo 0�2 Wa�LL i U a O n Q Z ¢ u- OU O W w w Vu Q L!� ~��z z c., CV w � N DC $; o 00 � O O W W 2 o z� � ce ,--I Q Q o " I'O Z Z ° J ° ,-i 00 Z Z ado O m a g Om SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. iso SHEET NO. 5 I 111 ! I 1. I" I I I 1 _1 I I I 1 11 1 II NOTE: • WHEN PROJECT Is TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE 6th EDITION (2011) FLORIDA BUILDING CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE STRENGTH. • SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL P0150NING. W.W.M. PLACED IN 1/8" 5AW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNE55 WHERE SHOWN OR FI5ERME5H ON FOUNDATION PLAN REINF. (SEE PLAN) o o e e a `le CONTROL JOINT DETAIL N.T.S. 15 CONT. REINF, SEE FOUNDATION FOR QUANTITY Sx25"x25" CORNER a o BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) .. ALTERNATE THE REINF. BARS SHALL BE o GONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP, CORNER BAR DETAIL N.T.5. 111 54'-8° 1 (01_/ 11 4'-411 v 5'-411 6'-011 5'-0" 3'-10, 4'-011 3' 8" 3' 10 5'-011 5'-411 4'-011 4'-41' 1, 4'-611 „ 1'-411, . H.B. I I I I ---�I = N Ji� I I I I I ■ ■ ; ; (y � � a cn I I I IT ■ _ \I ■ i I i i\ J I I I I I I I s3 24"x36"AY D. _ ■ GONG, FTG. W/ 23'-311 I yl (3) 15 BARS E.W. 1 ■ I I I I - I ■ ■ / m/�L/ TaZG� I I U7z 1?/j CO N _i//� 0 1 I 1 I I ■ 8"x8" FTG. W/ C.I Ik ■ I 30"x 30"xl2" D. GONG, I I I 1 a I 3/4" RECE55 I FOR ENTRY PITCH -J CONT. 53 I FTG. W/ (3) "5 5AR5 E.W. I s3 I 1 I I 1 1 I :� _ =q- I/8" / FT. 1 11 1-0 11 1 II PITCH 1/8" / FT. 4 > I I I ■ - I ■ ■ G.J. G.J. a, — — — — — — — — — — — — — — ■ ---------------------- — --------------------- 48"x96" ------------------- -----------I-------------- ------------ coNc 2'-All 31 �II PAD = CC U I ■ ; ELEVATION AT 0'-0" (A55UMED) I D_ I 53 1 16"x36"xl2" D. 3.5" THICK, 2500 OR 3000 P.5.1. i r � z n PITCH a CONC. FTG. W/ CONCRETE SLAB ON GRADE W/ ; ; III [`l] I "' _E) I 1/5" / FT (3) #5 BARS E.W. 6x6 W1.414 MESH OR FIBER MESH OVER 6 MIL. VAPOR 1 I I I� �� I o_ I I Q <r o a ■ ; BARRIER ON GLEAN, WELL ; I Il - — -� 7p I i I � TYP. AT ONE STORY �ro COMPACTED, TERMITE TREATED, 1 1 I I tv (SEE FOR STEM GRANULAR FILL. i l l /\ WALL OPT.) I 1 IIIII I I—�11 C I I Cv I 23'-QII /_I_Qp I V VV p1-211 1 1 J 1 " �n 1 s3 - - G.J. I 1 I C.J. ` ' - C.J. ■ i III o I I 30"x 30"x20" D GONG. III I 1 1 I 1 FTG. W/ (3)5 15AR5 E.W. u�-� cv- I I I p N an I % ;1 I G.J.G.J. e ------------------------------- ------i; ------ ---- 11 6196 4.6� --------- -----r06------------- 2 -G-.J-. -- TYP, AT ONE-STORY 1 I (5EE JJ/53 FOR STEM ■ i I i WALL OPT.) a i — I 53 36"x60" SHOWER PAN i i N (VERIFY DRAIN LOCATION) I 14'-3" 2' 3" I 2'-411 I I I I I I ■ _ _ ; r _ __ ( OPT. J F OPT. J 011 DRYER II WA5HER I I 1 �� VIA�Il� a 1 �� —�� _JL_—J I�� l N GOND. T I I i — �� ; - — N ■ ■ ■ ■ Nj ■ ■ ■ 1 ■ ■ `" 1 ■ ■ 1 ■ ■ ■ e.. 42 "x42" A/C PAD 41-411 Sn 4'-T 21-111, A 53 TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) 51-411 51-411 51-4'1 5'-411 5'-4'1 H5. t 41-411 a • -• a z o : Z 011tl ■ INDIGATESI'S THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NGLAMINIMUM INDICATE5 2 #5 501L BEARING CAPACITY OF 2000-P5F (R401A.1 FBG FOUNDATION — A SCALE: 1/4" - I'-011 y DAVIS BEWS DESIGN GROUP 150 STATE STR= EAST OLDSMAR, R.ORMA 34677 813.92.5.1300 TEL 813.925.1800 FAX WWW.DAV03EW&COM TAMPA • DENVER EST.1994 F�_> 41 i i VORTEX ENGINEERING, I.M. 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 ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z O N j�'O aj r" V) M O N �) ru Ln O Ln rM T� 00 v Q00 Q E Z Luc:) J c:) d- oZ �o Lo z a �Q w¢°dw zozoo oowof aa Q W z W a n 0 8�=o I i W N z z �0u �W g Z 0 > OO V j cn Z 0 <z LL 2ar 0Wo o�� ^^ Wa 90 a � O A " �' 0 Z a -Z bu N Y �<Ln z N N z K L w Ln N Ln di di 0 o z � Q�Lu V.00 Z Z =p�o &Y 00 Z Z ado O ,--I i om rn m a- 0- SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO. E EJ EJ EJ y (-) C) C-) L C_ (- �� W Ul 5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY U.N.O.) LEDGER A (LA) - #2 SYP. 2x4 PT W/ I/4" DIA. x 3" TAPGON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TIRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U56TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - "2 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED 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) - #2 5YP. (2) 2x8 PT W/ 5/8" DIA x 8" A.B. AT 12" O.C. STAGGERED W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - #2 5YP. (2) 2x8 PT W1(4) 51MP50N 5D525600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ 51MP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - 112 SYP. (2) 2x12 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - #2 SYP. 26 PT W/ 5/5" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 SYP. (1)26 W/ (4) SIMPSON 5D525412 SCREWS AT EA. STUD (16" O.G. MAX.) W/ 5IMFI50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - #2 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED 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 1(1-10 -12 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 6" STAGGERED W/ (1) 51MP50N LU624 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. LEDGER J (LJ) - 02 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCONS AT 4" O.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - #2 SYP. 2X4 W/ (3) SIMPSON 51)625600 6GREW5 AT EA. STUD (16" O.C. MAX.) W/ (1)6IMP50N LUS24 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 6IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H, 51MP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY U.N.O. o61118 C_ (_ C_ 1 LJl W .o 7J7 CJ1 -J7 _J7 J7 _J7 --J5 x2 �:E�CL QL'-0� w q w D 0CL� q l� q I—i w Q a- E] 0 I— L>_ 0 z 0 U CJ3 ro3 0- pq Irw El L`0z (U J mW J J 7 =; ti CJ5 EJ EJ7 EJ7 :J3 X EGl ry cw L; J U I L7 J I D` EJ7V E j 3A E j3A J � � L EJ7VF EJ7 J7V EJ7VG N J ' E 3/12 VAULT 7VC 7VB ozw Q E_ E_ 7VA � Q w L` � 0 Q o � E. -J5 -J7 q IL- E] z E, E_ a- Q C- Q� _ '—' w w F4 Iz- -J7 v E_ --J7 E, 7J7 E_ -J7 -J7 C_ J1 C_ :J3 C_ D D pd L n (n_. D D D D D D D D D D10 00 all -N �-1 CJ1A A`�LD n�Y n U 0(U p Y J C7 pa JLU\ ,,"'A 'j =moo ~3 �3 J n d 1' C7 L_ CJ1B y�0 7 7 7 7 7 7 7 7 7 7 3 5 1 bd bd C7 n (7 Y D D D rD D D D D D D F N c- L � u, < < < < < < 41 cn c„ W UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2" HTA20 1615 1535 10 - 10d x 1 1/2" B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.SA 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - Bd x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" 3 HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTTS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 718" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JU526 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 133512820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MT512 1000 860 14 - 10d x 1 1/2" MTW 12 1195 1005 14- 10d x 1 1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14 - 10d x 1 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 HT520 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPI 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 1 12 - 10d x 1 1/2" - - - - k MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (P) TRU55E5 I-S-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRU56 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)- INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRU55 TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (s,) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN 1 OR 2 PLY CARRIER NAILS AT 48" OG (*). J��Wl 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 5YP N0. 2 OR NO.2 PT STICK LUMBER (LAID FLAT W15E) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5NEEt D=1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP. AT INT. BEARING UN.O. • ALL TRU55 TO MASONRY 5TRAP5 TO BE O U.N.O. • ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. al I OR 2 PLY CARRIER 1.3 - -(A) ROOF FRAMING PLAN- A L Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE1V VER. EST.1994 MEN 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 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. 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 Z ON 0 Ln N � A-2 C) >C/')MO �V) MLn a �L Q LL v aco Q E Z LLJ C)J CD 0 Z �o z Q f w¢°lr_ �z00 zUj 0QIx uz a �Dua1z Oaw Z 0 a�LL u N 8 w Q zLu J CL oo } U 2:z o z rn V g� "n3 m z O F--� U cn zwOQ J �z 0 w O e% dLO wLL U ¢ Z O ::) o<LLo *k p N O z Z Q Z. � H�aO Z{�O�� N F z� Z J N L u z z LLJ W ooa In Lu z z =Qu- o ko a z a z a-j° 00 Z z ¢a m O r) m a a 0 SCALE : AS NOTED DATE : 10/4/2018 VERSION N0. 1■O SHEET NO. 701 1__ I I -A L I 11 u „ " T.-I Lm II I 3 0 (MIN.) 0(MIN.) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 5. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE BF8-1B/1T 8F8-OB/1T 8RF6-OB/1T O8F12-1B/1T O 0 • • • •-M p. .4 •. � 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/11 o OBF20-OB/1T 8F20-1B/1T 8F20-1B/2T O O O 0 0 O • • • • • • • • • • • • • • • • • • • • 8F44-1BAT 8F40-OB/lT 8RF40-OB/1T 8F32-1BAT BF32-OB/1T 8RF30-1B/1T 8F28-OB/lT 8F28-1B/1T 8F24-OB/1T 8F24-1B/1T 0 0 0 0 0 0 0 0 0 (D TYPE DESIGNATION a #5 REBAR AT TOP a MIN. (1) REQ'D F = FILLED WITH GROUT o U = UNFILLED a 1-1/2" CLEAR R = RECESSED Q = QUANTITY OF #5 REBAR AT � � a ¢ a BOTTOM OF LINTEL CAVITY a ° 8 F 1 5 1 B/ 1 T J \ Z 0 GROUT L11) L QUANTITY OF #5 CO #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 7-5/8"ACTUA PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION ,7. MORTAR PER ASTM C270 TYPE M OR S e\``®rra00000`��� A •� V' O° i � IP cv, y ;y 2 •�r a lop p•••a r e• e000'rr LINTEL P r DAVIS BEWS DESIGN GROVP M STATE STREET EAST OU MAR, HXXUDA 3MW 813.92.5.1300 TO- 813.925.1800 FAX W W W.DAVME%V&CAM TAMPA • E3EIVVER EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW.J. MEISHEID, P.E. #83217 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. 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 I' O Z O ON > ul IIn n (n f0 LP) Ln "2 Q) .O Ltd U- (M z < E U Q00 Z � � w Wo J ko z 0�J J w Q tear) j� w r) O 2: ine w a LL L O U Q E WLO0 ZaZS fnLua z <0 0 F--�a w S N Vcy n°z� 00 QLu� kDD Z Z m 00 _! Z Z ado O m _Eff• • •- SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. iso 5CALE: 1/4" = 1'-O' 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, ACQ-D, CBA-A, OR CA-B REQUIRE HOTaPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6 GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST WITHIN A 24-IN H 610MM AR OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE VERTICAL EDGE IS C( ) C S W OS 0 IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. P WITHIN 914 MM HORIZONTALLY OF A 10. LAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WIT 36 INCHES G ( ) 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. N SECTION R .4.2 ITEM IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED 4. GLAZING IN SEC 0 308 3 POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL)I 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 (iPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL, NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS,LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11 ". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND'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 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED AX 2 " R SHEATHING FOR ALL SHEATHING WITH PLY CLIPS (MAXIMUM 4 0 C.. SEE PLANS FOR SHEA H NG ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. PP 6.6.1. ROOF SHEATHING: SHINGLE OR METAL 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7116" 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 77S2. 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 AL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION NL • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED BD NOTE: ER OF •• RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. 1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR IF THE TRUSS HAS O ARTRUSS VERTICALITH WEB3 COMPONENT AT THE "SISTERED" .131 X 3-1/2' NAILS AT BOTH LOCATIONTOP (6) 0.1AND BOTTOM CHORD, EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7116" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2 TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL CONTINUOUS. KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) as UNDERSTANDING THAT TTHESEUATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE VX6"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, ORWY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMUDADE NOA. KIr)TP- 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 1Y" 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 %". 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 112" 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) 139.9 MPH NOMINAL WIND SPEED (Valt) 105 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 a 10 SQFT + 2ro.1 / -45.3 PSP ROOF 0 10 SQFT + 26.1 /-106.7P5F 20 SQFT + 24.2 / -43.4 PSF 0 20 SOFT + 242 / -S9.4 PSF 6 50 SQFT + 203 / -422 PSF 6 50 SQFT + 203 / -90.6 POP e 100 SQFT + 16.4 / -41.5 PSF 0 100 SQFT + 16.4 / -03.1 PSF U1 WALL ® 6 10 SQFT + 453 / -413.1 PSF WALL © 6 10 SQFT + 453 / -60.6 PSF f_- © 9 20 SQFT + 42.2 / -4-12 PSP (:g�) 0 20 SQFT + 422 / -568 PSP 0 a 50 S(2FT + 40.-I/ -43.4 PSF (:r) 6 50 SQFT + 40.1 / -51.6 PSF a 100 SQFT + 38.4 / -41.5 PSF e 100 SOFT + 36.41 -503 PSF _ m 500 5QFT + 338 / -31.&PSF g 500 SQFT + 338 / -31fo PSF -1 GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 6' WIDTH + 40A / -45.0 PSF �3 O 10' WIDTH + 398 / -42.6 PSF O 10' WIDTH + 313B / -44.5 PSF 12' WIDTH + 313.1 / -42.1 PSP 12' WIDTH + 315.1 / -440 PSF 16'+ WIDTH + 382 / -41.3 PSF 16'+ WIDTH + 362 / -432 PSF CHART 15 IN "ULTIMATE" PRESSURES. CHART IS IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE _j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) I ROOF a 10 _6QFT + 15.7- 2-12 PSF ROOF 0 10 SQFT + 15.7- 64.0 PSF 0 20 SQFT + 14$- 26.0 PSF 0 20 SQPT + 14.5- 55-6 PSF e 50 SQFT + 12.2/- 253 PSF ID 50 SQFT + 12.2/- 54.4 PSF: O g 100 SQFT + 110- 24.9 PSF 0 100 SQFT + 11.0- 502 PSF WALL 0 0 10 SQFT + 212- 25.5 PSF WALL W 6 10 SQFT + 21.2- 36A PSF W © 9 20 SQFT + 258 2133 PSF � 10 20 SQFT + 25S 34.1 PSF -1 0 a 50 SQFT + 24J4 26.0 PSF (:E:) is 50 SQFT + 24A 31.1 PSF Lu m 100 SQFT + 23D 24.43 PSF -9 100 SQFT + 23.0 302 PSF a 500 SQFT + 2013 22.6 PSF 6 500 SQFT + 205 22.6 PSF 1 GARAGE: DOOR 8' WIDTH + 24.2- 25.'B PSF GARAGE DOOR 8' WIDTH + 24.2- 27.0 PSF 0 O 10' WIDTH + 23.& 25.6 PSF O 10' WIDTH + 23Av 26.E PSF j 12' WIDTH + 233- 253 PSF 12' WIDTH + 23b 26.4 PSF 16'+ WIDTH + 22.b- 24.5 PSF 16'+ WIDTH + 22.5. 25.'5 PSF I CHART IS IN "ALLOWABLE/NOMINAL" PRESSURES. CHART IS IN "ALLOWABLE/NOMINAL" PRESSURES. I CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE IGARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH 3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. THE BOTTOM PLATE (HORIZONTAL AND FLATWISE AND SHALL BLOCKING IN A WALL CAVITY IS TO BE �NSTALLED IN THE SAME ORIENTATION AS(0 ), EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. ME A E END VERTICAL F H TRUSS N END AND SHALL EXTEND BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SA S THE TIC 0 THE USS (0 ), 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 E TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD OR IF INTERRUPTED BY WITHIN TH DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW TAKEN U TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL EWITHIN ET INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: •• @ MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• @ WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• @ CONC, W/ � 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 SHNGER ALL BUILOA9 FOLLT WITH OWS: JOISTS 0.131X32" TOENAILS EA. • LANDINGS SHAL •• JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. • :LEDWITH: (4) 0. 311X32" NAILS •• AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• R BEAMS WITH N L 2 HANGERS ORE UAL. ATTACH JOISTS TO LEDGERS O B S SIMPSON US 6 G S 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 (I HE FOLLOWING SHALL APPLY U.N.U.) • 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 FOLLOWiN(i SHALL APPLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLL LY 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. ®0011111, Vi/II/ 0. / . o • l� 1.. %�. • Z'e•► "' e G1 ° ® .I a I J = s0a/ Z O:Z. e m .0 a®® �*O 4 5 ®®'® ��"• ®� os •• ®% ®III®®ii Pei ®��®® w U w Q QLL=__V O„ZiJ wZ ,wZO 000^ ~a0(o 0 zw w w Z 5 0 � :5Z 1 m w > w w U >��p V a_oE �a?w- x o LL a p� a Q � w � F.Zwx z, w2Fz tY 1`1 rpm ao H x� LL xl-���Z Vi �zmz zw>_z 0 u� �zawo ,nz �n z-wxa mm0 we wL7ZHO wwlw =w cc>� J x U ^ a w w Z Q <-F w r ?� 0 z ~ N a 00 � VlO N mo N m en Ln oo Z F- M w w --"'a a mm Fe N Q N mmm Lu 0 * u_ 0 IIIIIIIIIIIIIIIIIIII W vI Em 00 0 w Z W 0 4NN 'VLL Q ^Q -.w z Q>2�° W L0 -+ X az 5 3 ��; � W o Zmo OkD a 1 O Z o 0) N 14O ro > � O M QL)f0Ln a to:2"r � � O Ln Q "LLB O' � M � V a� a F=" Z § m wWOE' J O O d' mi U) ui F_ O U) z .J .j < < �- ryo LU �_ 0 V w �_ U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. III I�_919J'�t!_� i_i I I I I I nII911J 1 1I If i I I M I I IN !1C L 1 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. =U1 LLLLI 10'-0" TANK -LESS W/H H C G CORNER OF O O O HOME GARAGE SIDE 5'-011 p STUB -OUT FOR -1 01 o GAS METER o = • 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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Cr, w 15/32" CDX PLYWOOD OR 7/16" OSB+. RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + L +++ +++ + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + +++++++ + + + + + + +++ 7+++++++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7I8" 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 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking + 1/8" gap ° ° FILL CELL STD. 90" HOOK BOND BEAM u7 w STD. 90• CONT. #5 BCONT. #5AR >I HOOK (�(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" )Small gap 2" min. max. � 4 max. 4 Clinch nails /71 when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b 6- - SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate O BCI5000s" 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" O.C. Required on interior walls: - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel*Non-stacking walls nails SECTION @ INT. BRIG. WALL require additional consideration. SECTION MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D Lo (see table below) co co 6 A 1Y2" ROUND HOLE MAY 6++ 6++ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %2" 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. AvBacker /4%2"gap Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements `0.6 X Joist " / depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2 x TOP PLATE 5/8"0 THRU BOLT _- 2"x BUILT UP COLUMN SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR--' : a . , a . • a FOUNDATION INFO ' a STEM FOUNDATION SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON t w/ (18) 10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION DOTE: 1PLIFT VALUE S BASED ON >. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'1 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 n SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'1 PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° a nv G a• =IJ I-1 -III El 11=1LI11 r 1�151_ e —I I—Je4 4 A —I I — .a SEE FND. PLN. SIZE & REINF. II11//,/ z p • +y ® a° UJ V uN7 _1 -- • rr • Q e. •° ; i v . `^ w �w x¢U oaf= J FaC7 -, ,<l- z 000^ �0o,D° p ?jug+. 0 za WN W Z 0 W� = J cc > W m 3 z a w w LL 9 V a p- ~ 2_ �Z�a� E- raZ,L U _ E = Y Z w H 2Haf-.w V) LLa�a W�o~o p F W J= LL �'ZmZ Zw>�Z O z0�w z-<Z w U inZ 7, ZZaw� mood wZz~o w W W G F w X j N J _� �WCG� a xQ= o�wz W off~ cn a3 ro r- Vl0 N m N m o U U (� u, ,� ��Z 5m w w a oe NQ-4 ===a W p - - J LU 2, 2, ��� W N�� w w /Z� W_j 0 N 0 N V 0 U_Q u, Y Z¢ m 0 2 W w 0 Q a X z D 3: �� :5O z O Z r-4 O v� '-'-I �' O > LF) M O z M Q (/) L/7 _2 to V_ U) 0 N Q U_ IY � j p- CO Q E § M Z LUJ C) W o� Q UJ 0 V Z a oc SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 i I I L— — — — — — — — FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) P.) VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ////--(#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 — — ELEV. VARIES ALUMINUM DRIP EDGE ALL FASCIA %12mN.O..2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3114" 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 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE X. 00 TU 6 MIL VAPOR BARRIER —I I ° • 111= T COMP. SOIL. (COMPACTED TO 95% 111 I I III 11 I I I M. MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2' DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--\ BLOCK WALL BEYOND 14" TO.H.D. RECESS z " 4" I iip e. SEEA/S30RJ/S6— -'!ail L��I„I!�III 11 iI!iT FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � A I--III�—III—I m D I I I —I 11—M I D� III[•,, IIIIIIIIIII I p/ C (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 Z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH I III —III —III ,r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY N <V T 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2x BLOCKING 3/8" MORTAR BETWEEN SLAB & BLOCK 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 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"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SPi w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" (2) #5 CONT. I I I —III U4N.0. 1' 4" MIN. TYPICAL BEARING WALL Cad STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 51 2'(p 0 Ca 00 8" C.M.U. @ 2x STUDS @ 16" O/C THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SPi w/ 10 10d NAILS I (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR 2x P.T. PLATE I ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE e D ;, �__ _,... o r D M z_ FINISH GRADE °O GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] Z ° P s —11—I —III °° 6 MIL VAPOR BARRIER I I I IIIi=III=III=1 I =_ a0 R 1 7/8" I �T=� �—, #5 REINFORCING BAR 1=1 1=1 11=1 11=1 1=1 11=� I_ III 11=1 I I —I 11=1 11=1 I I- N Z #5 LAP SPLICE ° III —III —III —III —III —III ? ITI—III—T(=III—I D°—III—I 1=1 1=1 I —III —I I I I I . _ g ° III —III —III —III —III —III- N I ( D 11=I � 1=1 ITI � I� �� I 36" MIN. LAP [36" MIN. LAP] I=1 1=III=III= COMP. SOIL. (COMPACTED TO —I I _ 95% MODIFIED PROCTOR ASTM �= I I-1 I M 11=1 11= I III=1 I- 1=III=III=III=III=III=III=III=I D1557) I I I I I —I I=1 I=1 I I I I I= I �—' =I I-1 11=1 11=1 11=111=I I I=1 I I—' 4„ I—I.11,'�„ I —I 11 1 11, ,1 I I —I 11-III=III=11 �- FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. „ 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 ° av GRADE 00 _ ° (1) #5 REBAR w/ OPT. 11 -=±1 1�=1 11— 11— 11=1I 1 I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS -1 I I7-I— 4 T o0 i1l1 1l11l :4 Ir IIIIIIII ~=1III I —I I •� � III-' SEE A/S3 OR J/S6 J -I Ll, I I l Mil I I, Ilia= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT . INTERIOR 2X STUDS @ 24" O.C. U.N.O. ° a -31 • - GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' T WWF OR FIBERMESH r, —_— — ° a I. M 6 MIL VAPOR =1! rl — = — BARRIER —iii ii��� iil�� iii iiilIlliiilll=III=III=III=III=III= 4" 14111 INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM a. w END OF 2" x PLATE 0 D w a. T111=1 1=11 aI=LUEEp . g ' 1= II 1= I I I I —I • W N 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS K"F SCALE: N.T.S. S3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO &LAYOUT DESIGN SEE PLAN FOR _ TOP OF REAM MV SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION w z - > ATTACHED PER NAILING SCHEDULE Q >w J w 0 w SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE �* PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR.jk_ COMMUNITY SPECS SCALE: 314" = 1'1" 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 R 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 N WWF OR FIBERMESH �, E IT III I hill 11 l hill (2) #5 CONT. I=IJI ON 3" CHAIRS 8" 1'-411 8'1 (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT ("G� SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH I M E SEE A/S3/J/S6 4�1,�, , , t-, , 8" FOR REINF. INFO. ! OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. r SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I I ^ EXTEND FILL CELLS = TO FOUNDATION PAD t CONT. FOOTING STEEL I I MAT REINFORCING. r ' 00 GRADE _ — a _ I =III=III a I=1I1=1I1=1I1=1' I I_I I —I 11—I I l w a w W = I III=1 >o�'Zz C)cn 1=1 =1 11=1 I III-1 I I -1 1=1 I M -III III=III=III=III—III III —III —III= DOTING 11-111=1I11=1I11=11=111=11I— BEYOND 'AD REINFORCEMENT I' 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 co ;Lu •L) ® •p > 4b % o^�: 'co N fill 4 9 W Uw Z � 0 w W } =QO 1z -' HaL7 wI.- < Z 000^ �0,o�° p >j U J 1 0 H z,,2 W wzjo 3:5 cc j W m N w m a w 1.1 U �- Z) w 0 0 w Z U Z saZa� U al~o~ = Q 2 t O 2 K X Z W Z) w= Z v,¢a0w Z F z � w< 0 a�Ft *gym a H u 2 F � w O7 a LLaoF- who=o F' Z m z Z w> O Z O wt9zw W Zz- LL 0 C7za w� UwZ�, w-w=a m00 K wZ zl-0 wo �W�u>� —j =U arwa�C Q -ate = w w a3 V l.D N mo N M 4 u -� Z m w w a a == < �MM W 1t Ln W V) oC "t om w w ,7- W cr OJ 4 ONO 3 N Lu f�j z> m 0 Y 2 Z Q I- .-1 U W w 0 co0 /—jX ¢ z U, LLI Ln g a OG r` a O(D Q if O zrj 0 1� �� O M Q '0 Ln a . d- cii L Q cu Ln CL M �U�`—' �00 Q z E wf- -j �� V U) ui 0� ui 0 U z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M — — — — — — � I I I I I — — — — — — — I � I I � I I I L----------------) � � I 12 �(Ty7p) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 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 ++, + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 4F 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ---VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a a a a d a 811 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 IL NOTES: ® FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J RM\\\ T uj 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.) GARAGE ENTRY FORM DETAIL Mill �8x8x16 C.M.U. GARAGE DOOR I GARAGE DOOR ROLLER Illlll _ CONNECTION ASSEMBLY r..,; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a H POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. tj 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ DOOR OPENING DOOR OPENING EXTERIOR —/ ❑ ❑ WALL ❑ ❑ ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. ( EACH ENDZ­ LuWALL ° a ° ° DOOR STOP ° cz < C)a MOLDING ° g � 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR rvDOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d / COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.G. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (9)10dx1 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD��z — MAIN SPAN MOISTURE BARRIER I \ 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E — 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 STAGGERED FROM BOT. ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4�16d TOENAILS TO I P PLATE d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"—� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) 2) (1) (2 (1) LSTA30 4' - 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE "I-2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL P.T. ATE SIMPSON SP4 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON SP1 SIMPSO SP4 SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 1Z. J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) > (4065# SPF) i (5665# SPF) IS (6865# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. 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. PLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6)10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SPi SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 SIMPSON • SIMPSON SP2 w/ (12) 10d NAILS MASONRY . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM . , PLATE) d. a ALTERNATE: 5/8" DIA. ATR EPDXIED ° 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. uu FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) o�`�%%IIIII#,fits e s i ® Q® ® U o oe O .ba, ?gix ®® ##II 11t` W oz� 0, W =aou °a�= J a ar z 20Ej F=--'oO'O O 3u�n a�HZ� Lu W Z w 5 F J = 2 .y wma= 3LLpu- 1=.L > o z z a o� az �,aaoW aim r°ace H FOLL 1rQ2w 'n LLa~o z W J = LL w ZW� �=Z O w 2 0: W -LL UWzu ZZw=a } a O W W' z F O J ww Fwz _= n w w m>� Q — < = LL w s w ow� U) ¢3 m r� 00 N V t.01-1 ro tits (' w to 3t u �� Z m LLi Lu a a Ln �ii W 0 d � � mo w w Z Q O Q 0 w Y Z Q o0 {i.l w U 0 X Q Z w ^ g a- o O a 1 O O Z cV O � 4 aJ z u M O M _ 9 Ln w Q LJ LL CL QU a0 Oc) w110 Z ro J CD d- O Z --� J Q ui 10 U z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. - - - - - - - - - - - - - SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL @ O.C. 24" TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45° t F2S41"MMAX.TRUSSES@ PSON H10A w/ (18) EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND MAX. & (2)1Od 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 I� L_--------------� 7/16" OSB SHEATHING ATTACHED W/ 10 SIMPSON HGAM10KT w/ (4)1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4)1/4"x 3/4" TITEN TO CMU d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3' 0/C THROUGH CHORD "T" INTO 2" 6" P.T. PLATE 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA2 SON 0 0 w/ (9) ON1/2" NAILS 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) 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10Aw/ (18) BACKNAIL w/ (2) 16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 — ER OUTLOOKER AND NAILI@ 24" O.C. FOR SHEATHING DETAIL OUTLOOKNG SCHEDULE TOP CORD BLOCKING 45°t / 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2)1Od 3" ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d & (2)1Od 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 w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS)\x 2"x6" P.T. SILL NOTCH "L" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9) 1Odxl 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)1Od NAILS & (4) 114"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 r SEE STRUCTURAL X-BRACING, AND TOP M x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION to O0 0O SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES ; APPROX, 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 02" EACH JOINT W/ (2) AT 24"O.C. ON TOP OF 1 1 2 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" O/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. 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 1Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE OUTLOOKER SP6 FOR 2x6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (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) 1 Odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 SIMPSON H10Aw/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD --/C"JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS = EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION r SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 6-1 O/C O/C TOENAIL 6" O/C @ 2"x4 RUN W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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" 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 72x4 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 HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS 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"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES [TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"x1 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"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING -".,, LOCKING V 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 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0!C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ag qI��I■I �Y NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) C DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ®®%1101ooll, -'co ® __ iz � = ® •w CC:<[® o :U O: z c co �zl °®•.. ®® �' % Z O w w } S Q OU O ¢ r` - J z o Z =tz,', r-ppO ��I_--l9ZOw W > w m O � 5 Z v a - 9 ww LL 0 a ~ Q J � xo�o p�aaow Z — a�m0a'z Ln LLaoF w�Si0 oC �zMw Zw>�Z O p ¢ w Z - - — w unz� Z?w=Q r�0p wl7zF-p Lu w=G 2 w C QQ= awvwiN W o� N a� m Ill 0 LD N m N m rn Ln oo mm�w w z m a a comma aN === W 0 � � m�� W v1 w00 o w w w � Ny=1 'z a: ^ Q LU Y Z H m- UO X W w 0 xaz � �; g ag oaa i O o Z 0 �r F> -+HMO .r Q � m Ln a) n O Q Ln L_ IL e-. zQ U a� a 00 E z� Z � wJ ;.o mi U) ui oU) uj 0 0 U z Q U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S5 — — — — — — I I I — — — — — — — I I I I I I L---------------I I I I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" 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 1 X4 1/2" DRYWALL DOOR JAMB (REFEIg DOOR JAMB (REFER 1 X 4 1/2" DRYWALL P.T. TO SHT. SDW2-K1 TO SHT. SDW2-Ki TO SHT. SDW2-K1 FOR CONN. DETAI FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16".T. TAPCONS STAGGERED 2X8 BLOCK@ SPACING ,� 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3" DETAIL 1 x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 8 P T LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� SECTION A -A 811 1/4" x 3114" 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. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO .) 21-011 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS \ BUCK- (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. THRU OSB INTO 2 x 8 B—B ARCH DETAIL KK 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP EALANT PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB� (Typ') STD. 90' HOOK 0 5.L NOTCH WEB AT L1___ FIRST 2 COURSI FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦� DO NOT DO THIS �R YP.) I� I, #5 REBAR (TYP,) , I, I, +STDD. 90" HOOK (TYP.) -♦♦ I tv R NOTC c,� ,RSTCOURSE THE ,, ♦♦, FILLED CELL INSTALLATION rH SCALE: N.T.S. ��S S ,) 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6" 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. IF TRUSSES USED) W/ (3) #6 X 4'Y' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY kOV (2) 10d NAILS @ 8" O.C. FRygH TO TRUSS TOP CHORD WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. 12 + + �FNGTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + ING AS ROOF SHEATHING ATTACHED + + REQUIRED PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + + SOFFIT (5)12d NAILS SIMPSON + + 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s 8d NAILS EACH TRUSS • CONNECTOR SEE LINTELSCHED. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. ENTER SO IT J 4'-0" MAX SEE PLAN PRECAST LINTEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'4") WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. I=1 1=11 f IZf--_I 11' 11 El 11-1 11-1 I I III —I I 1=111I —I I I-111= I —I I 1=1' ° I —I I I-1 I I. GRADE �. .D . . . , I- III— ° . M ? ' z \ D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" QPP cuP;P;T n2 AND FOR SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 Q LL 0 W U 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 ,--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. -w/ (4)1/4x1 1/2" 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 )RSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 NISH FL SCALE: N.T.S. o. A> Y #5 BAR n D :D . v• loll e p a CENTERED W/ g o 90'HQO` IN TOP c KNOCKOUT/ N = ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I n CLEAN FILL DIRT D Z ° STANDARD o 0 9Y HOOK N #5 BAR IN FILLED CELL v Ilk ss- - v 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 � ot'. 4" SAW CUT iA� SECTION SCALE: N.T.S. SCALE: N.T.S. �O ' ° ° • ` ppp'�/�'` ® �� ew m C3 ® %6 co Droll w U u ¢ Z O 0 w w =QUO OaC`2 J H a o ooQ^ 0 U h p 0 �= Z j w >Wm� 3gzua w w li 0 rl w0�0 wZUzln >�o� �aZa� SFLL p �CGXzw -OwLL' z,�„wao z OC <z x ��- = LL Q m z cn LL w Q O a F- 2 W N LL a O� W O= 0 F Z m Z Z w>- Z 0 -0- wZac— L.L. rw0 wC7w=a Q Z H 0 z Lu woG ~mow>� J �D Q =ate aQwF V) m I`1 V Cfl N m N m L 00 ME z m ui w a a: :, N Q N mmm W 2 `t L 0 mmm W v1 f 0 w w z W " N �: N LL Q 0 W z z uU . 2 W v 00 0 LLj x Q Z S 3 Lu �; g a 1° Q O Z r14 0a)1-, >V)roO M Q U) f0 Lrn d cn•Ld- Q ILL \ i•N 0Y31fo 0-00 Z cv w O w Jc:) U) w O u) z J J Q F- W V Z Q U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. - - - - - - - - - - - - - FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER SELF -ADHERED FLASHING 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT '1 CM) RED RED FLASHING 4PER NTH MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 Q flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM EXTERIOR SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 EXTERIOR SHEATHING NEEDED IN CORNERS MECHANICALLY FASTEN IF RUBBERIZED ADHESIVE RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE �Y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING --=- ...........'':':: UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW -_ OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL REFER TO TECHNICAL :'::::.:. LETTER ON CHEMICAL a o SCORED ......... .... COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF o C •••••• •• THRESHOLD SECTION -A (SEE DETAIL WP02)� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 1 Ll1J1111V11 SELF -ADHERED FLASHING Q WP07 WP 10 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) C7 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED 1 2 WP05 SELF-A-,.�..� PATCH Q SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED '1• 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 (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary .vg.iO�i!•!O. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing -Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with 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 Ly C:) Z N O �-4 4-Jo � re) pO M au,futn a cn Za� Q LL Z ?> E ro W W O -JCD Z LL O U) O LIJ SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. W P N to U C- ID O O Q O Q ^ O 14 L CU1..1. c �� OL O W C O E .� E O O L L Cn 0 I- ICU .� U) Q W z �_ � \ V O o }+ �. O V! W 1 o L k1J W z z Q J SHEET NO. PA 1.0 A3 k�l'vcist�t:;0. .4it�k::k4ts<:>::>::::»>::>> :.........................i?�............................... FL17244.1 {........�......,..............:...................... ESR-3455 uEoafxNa.......:............ A23 ................. pt4....................:..... FL10446.2 ......................... ?Ps....i,,..k......................................... ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.1 t SIM200804 HGA10 FL17689.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3445 HCP2 FL1044.7.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.t ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM 16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.8 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.8 ESR-3445 HU526 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS28-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT206 FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LT512 FL70456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTPd FLt0446.19 ESR-2606 MPS FL17244.22 ESR-3455 L550 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MST040 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW16 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 NFM35X72 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72,. please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the productapproval numberfor any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures f. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204gt.g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0J-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0J-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0l-67.0 psf B. SLIDING MI Windows and Doors Series 420 FLt5332.1 - FL15332.5 +40.0l-40.0 psf PGT Seriea 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W1ndCode Doors VVS (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WSndCode Doors W5 (16X7) FL15279.53 +30.0l-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL1S279.85 +38.0/-42.0 psf Clopay Building Products Residential WfndCode Doors WS (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AAOG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and Hardie Plank Lap Siding FL13192.1 - FL13192:2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N1A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FLt 507fi.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL7774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the P P P P 9 P jobsite; i) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE �e f� f� O}a L CL O O .� 0 U O O W cL O L0 .u" —0 E O^' O W ^� ii ■ O U .- O aa� O L O U U) U �� W We G Z Z FLI1,15414940 Products FL#2434t2g Products Q ^J I L SHEET NO. PA 1.1 Florida DepertrlteM d Business 8 Professional Regulation Florida DepartrneM of Business 8 Professional Regulation Florida Department of Business 8 Pro fessional Regulation Buffing Codes and Standards I'ev. I Building Codes and Standards P.Be I Building Codes and Standards Pawl Florida partmenof t ta3lriess one Regulation Fya+rx Product Approval Application DetaN +rtvmle Product Approval Application Detail +rym,e Product Approval Application Detail ,/5rm,a Building Codes and Standards Product App ,rvm,e PLt201Na12 FLa1e4B14t9 L _l_ 11 i I CD CD C _ � CU W > C U N OF +-a C a) a. O O (U -00- .� U W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs l a 1 116=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I off 11542018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I Of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew i of I 115=18 CU `V (n L O i W c O t ■ ICUO }.a 1 aL - ICU ICU O > v � � /f 1 '^ O +Jed C I i `� C C ICU +/^,) . FLSIU534t3 Sprk Enter c Pat Pat Dm Pedina Del mm Version 14B,� Sgaard Emhesc&JVelida1WM dfaldakd Blbmbw FBQ Aaprorsl Apprm.d it" i Ralston 2017 MI Vendoas and Door Brent Singer Lida R Lomas, PE Sown M. Urkh, PE lQr23M17 1011612017 10282017 12/122017 Approved Category: WVhdows (717) 36533W PE32514 (1" 317-84.54 Subcategory: Mullane MMng.,Q.Kvd.com l.aaupllauca Method: Evaluation Report from ■ orida PA bmd Arc Florida — Metdd: Eibd ors RepoLicenrtFlorida FlCU Engineer FL#1536340 Products FLe2614111 2291 E� Pot Pars Pak peedlm Pak mus Version d8a0YkG91k! Sonkct Emlmes&Napss JVaIidNW By YaYedkd Submitted FBC.A—td A,,,,,d lma Revision 2017 POT bdusiria Dean Ruck MIerrio de BCCO- CER MIanY-Dade BCCO - VAL 12/05/2017 11/152017 12MOM17 Approved Subs ten ry: Mu b (941) 488-0100 (786) 31&2590 BubCsbpoey: Mulloes droarkQpgtlntllahbs.kertl Compliance Visaed: Certification Mark or Llstl ma ('Li2414t11 Puduees Quality Assurance Approved for Use A�,for JtM IRQafd thak n f1f13193416 Se41di Enskpr � DR Psis DabPam Pak mm Version dd01 contactEgaMa&LIeDes ValkbddBy dllWaed Bubmh.tl POCAg�tat Approved AMR Reveal.. 2017 James Mardis Building Produces, Im Pk ipanum Zhu Ronald I.Oawa John Soidherd, P.E. 0BR62017 0NO 2017 08/28=17 10/102017 Approved Category: Penal Web (909) 349-2827 PE-24121 (352) 387.252a CubCebpay: Skficg phgelengslhuQJartreshv Compliance Metlwd: Evaluation Report from a db.om Florida Registered Arch bc or a Licensed Florida Professional Engineer FLa13192at9 Products 17.11a1on S� Ends, or Dale Dal P Pak LW VwManufacturerlon nufactrer Contest E-k-3JJt— Validated By Validated Submitted FQQ Agroel Approved Am& R*,Wm 2017 James Hardie Building Produ, Inc. PlnpNrorp Zhu Ronald I.Ogawa John Southard, P.E. O1Y25f2017 OBODW2017 0828R017 10110=17 Approved Category: Panel Web (909) 349-2927 PE-24721 (352) 387-2528 die.=gihuQ)artesha CoahWlaece Method: Evaluation Report from a tlb.com Consists— Florida Pro�Reg lsbredn ftd or ■ Licensed Florida F1f13192419 Prodrwb �1 Product Ypbl. Number aName Product Description A E,,ImWn Dal in D,dmtmae Resistant pwlss 1211 Quality Assurance, on Approved .for .that Apace Do,lO.tibY m� Impact Rnhft D"Iten PJ>sssrs 1 Willow for AN Doors and Wsdovva AkuNnum Mullions 06re=021 Yes Yes Yes WA AKI Product Model, Number a Name QuaMAssursass P1 Approved for Aparoved.for ties IalllQlt OLVAW*�Y IM90 J Dnl® PtesesR All" Product Model. Number a NavesProduct Quaft Assamsexi Desculudon Contract Explialloij Aomowd for Use Approved for Use Dab m.sYfg Resllkrs P2Dgn pressure2 5754 Var al Alumecm Mullion 12031IM18 No Yes Yes WA 1 CanpMn k Lap Skiing tsar-08mar t lop siding 1Y111=0 Yes Yes WA WA 2 HardiePsnk Lap Siting BGrianrnt sp sWkg 12/312020 Yes Yes WA WA $"Mh Charlie Florida Department of Business & Professional Regulation Pew I off Building Codes and Standards 115=18 Florida Department of Business & Professional Regulation Page 1 a l Building Codes and Standards 115rto18 Florida Deparbient of Business & Professional Regulation page 1 Of I Building Codes and Standards 1/54018 Florida Departmnt of Business & Professional Regulation p.w 1 a 1 Building Codes and Standards 1154101e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Bpi 2201 Eras„ a Data no Does Pendina 21k mm Version Manufacturer canted EooFnsetLL1esnse voiwdw.f Voldnad BubmsYd 1BpAaltrorY Approved Sk" PLM1A11 92111111 Pear 2( Dow 291 Wde Pendim JIM Lam VlRim Manufacture[ contend Emlwar&LlssmyaiwowBy Validated Submitted EBQAparoval AoaroRtl Bhh. FLa13192ata 2292EOt 29a 20 Dab Penclims Pak Mas Version tmuhiew contact EDalom&.Lkapas Validated By Valkisw AlbRlpld FWAIm[mRt Approved Bich. FUR31924U Sod! din�IpL4L RO D=k Dab Po wana Ro Dips version hllmdesWw contet Sweater &Lk— Validatedar YalWaktl Submitted FaPApplhyr eon BhhR Revision 2017 MI Whdole , and Doom Category: LMndova Subcategory; Muaa.t CenPanra WNatl: Evakatlorr Report from • Florida Regisbretl d: EwItt or e Lkeorfr Florida Flutes Registered teredEnginrc Dart Steger Luis R Lomas, PE & an M. Unch, PE (717) 3853300 PE$2574 (717) 317$154 bWW U.,Q�.txm 10232017 10/16=17 10282017 121122017 Approved Revision 2017 FLa161a41t Produces PGT Industries Category: Widows SubCabpory: Muama Compliance Meacd: Codification Mark or Listing Dean Rued Milan -Dads BCCO - CER Msmi-Dade BCCO- VAL drusu 486-0100 (786) 3752590 druarkQpgtlnde6ies.com 12/052017 11/16=17 12MOM17 Approved Revision 2017 James Hardie Building Products, Inc. Sub Cause": Panel Web Compliance Method: Evaluation Report Sam a Florida Regsbutl Arch iteq or a Licensed Florida Professional Engle— Pinpsharg Zhu Ronald I.Open John Southard, RE (ing) reng Y/ PE-24121 (382) 387-2626 die 0BaSM17 06/094017 0828=17 1 W102017 Approved Review WIT James Hardie Building Products, Inc. Cabgary: Panel Web Compliancy: SidingReport Floridaoisbred Architect Evaluation Licensed � Florida Probational Engineer Pingshang Zhu Ronald I. Ogaaa John Southard, RE (908) 34B-2B27 PE-14121 (362) 3g7-2528 pkgelenµslluQ)ortasha dh.rarn 08/2mllr OB/0912017 OVZM17 10/10=17 Approved LU R01535"U ProductsQurliN lap! 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Licensed Florida Professional Engineer Florida RagWWW Architect or a Used Florida Professional Engineer Awl Produr2Model. Number orName Qualm, A9u— Product Deacdolloin Conked E OGat, AgrolRd.mctk2 Aogerlffifo�ses InHYM outside HVHZ Imp>sd Resistant DI,, PJIesUm Bes.B ProdelMobl.NambaraNmr 0ua1Hv Arurame Ply CardradbANW,DW, Aoamnd.for Use ApprwW for Use In HVHZ outside HVNZ 1mg9t Resident Pe.a premium Beat PrOdUCt Model. NUUdW W Harris Pooduct Dateortallon Combect Expiration Dab AcaresW for ter Aparo1Ced.6t[d4t IMR§d peeler, Quaker Assurance Approved for Use Approval for Use In HVHZ 41tWk1lmi Imgpr Bafill= Deal - pressure 1 TAMCO Fiat Top OR-RMgs VeMvM Ba01a for Tea 26 ga. stole roof v mbar Wh WIM 09109=6 Yes Yet WA WA 2 TAMCO Gooseneck Vent 26 ga. 091092026 No Yes WA +01d2.5 3 TANGO Off -Ridge Roof Vent with Bdlb 26 gs. shtlC mid WWOWa VIM "nith d barb 09092026 Yes Yes WA WA 4 TAMCO Round Top 05atMge Van with Barris for Tea 26 ga. 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(205) em Oleo F1J]➢Yi.4.84 .9291 Entity r Pate Pate 2�Im 20t Lme Varson M andagMo[ Emhroar &1kense, vrwdw By VIMtd Submitted FOG AoomrN Approved Sham Revision 2017 Global Protection Products, LLC. Tkn Robinson Water A. Tilt Jr., P.E. John W. Knensvich, PE 09MOM17 08131RO17 09/1120/7 12/122017 Approved Category; Shutters (964) 6W7M5 PE-44167 (954) 772-6224 fl219P29Fd 2ede Smarr or 291 tat Doe Pena- 21M Iran Version lMD9hlhlrsr Contact EoalodL:lkense vrkteW By Yawod Submitted FBC Ancrand Approved AMM Revision 2017 Global Protection Products. LLC. Tkn Robinson WaarK TAR A., P.E. John W. Knecovich, PE 09/082017 OEV312017 09/112017 12/12/2017 Approved Cat.": Shutters (954) 68g-7545 PE-44167 (954) T72-6=4 Bi]i.N&91 2ed1 EmmLa 21M 21M DatsPaulim Ltp! voters MMDuhptenr EmloeL$.11cerwas vrwald By Ymudmed Submitted FB9.Approved Apprsed Awn R.W. 2017 All American Shutters and Glow Mike Barbieri Frank L Bernardo, RE Troy Bishop. P.E. I=02017 Re -Apply C.abgory: Shutters (661) 712-M PE-0046649 (954) 947-M SubCsbpay: Budding Ties CampYana Alatlwd: Evaluation Report from a Product Evaluation Entity Morros.)amnrt■bobl.w m Subcategory: Storm Panels Compliance Mamod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer tim.robYleomWppent.eum SubCassgory: Storm Panels Complb-e Method: Evaluation Report frown a Florida Registered Archibcl or a Licensed Florida Professional Engineer ten.roberawaglopentoom SubCebgM: Storm Panels Coriptlance Malhod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer mik"alWnericanshuW n.com L cD �a O �1 L,i• 6Products Aderovad for Use A�edM� IMRW 2MM FLa16078.R6 ProductsProductsFL919976.Ra Product FLa176894i1 Produueb ,� erg! g Product Model.NrmberarHam P Cpp0eMElMotlpp.2eM In oubmsHvHZ ttelfaMM Pieter Appoed for Use Approed lid Impedt QMIpp Apawed for Uss Aaeoved for Ito Mato 2eslpp 21MpbCAss1[9ad Aperared for ur Approved for Use Insect, Design 20 Saxony Still - Stake &=;r,Shas Fiat ProNe-Lathrop. CA 101042018 No Yss WA WA 22" Product Model. NumberorNome IDHIQ'R oubme.11lSK PMISU P[eaeae seat Product Model. Number aNam ProductDnodpttpp Contract Expired= Dab 1, HVHZ 211teteeHYMZ Rowlslanit Pressure AKI Product Modal.NumbararName P InHYHZ Outside HVNZ ! Pressers 1 20 Gage Galvanized Steel Storm PaMISILIVHZ ComgaW Galvanized Stec Storm Panels retained 12212019 or not by tracks to provide hurricane protection. Yss Yes Yes WA 2 24 Gage Galvanized Steel Storm PaaIaWHVHZ Corrugated Gahranbad 8"1 Storm Panels rsiaked 12/312019 or net by hacks to provide hurricane Protection No Your Yes WA 1 2Zga &amp; 24go Galvanized Steal Storm Panels 72ps &snip; 249a Galaossd Steal Storm Panels 12/312018 NO Yes Yes WA t>!M Florida Department of Business & Professional Regulation page 1 a i Florida Department of Business & Professional Regulation Pape i dal I Florida Department of Business & Professional Regulation Pegs 1 dal, Florida Department of Business & Professional Regulation Paip I r, Building Codes and Standards 116ad+8 Building Codes and Standards 115=1e Building Codes and Standards 1152018 Building Codes and Standards +s28Ie Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application DOWII FLm9n4u 29911 EM6va 291 201 Data, Perth- gird F1#19N40 2ed1 EndW i Rate 29te DattJamim 21M FL#129om 226 Bader car Peal 291 DOW pandlm 201 FLIP1>lu4111 291111 Eaft 21e 21M ones Portaged 20 Lme version Manulachew contact F,oMmeCilLicense validated ev vdww apprsMtid PRO Approval Approved amps mm Veralpp Musulachaw SornMrd iml■eLi1Mense vrkttd By Validated Submitted EBCAppmyal Appm ed aMhM Lme Version IMDuh W— Cooled Emmeta Lk— vrwaad By YY1Wed aubmlWd FB42mnrY ApprsYed aMna Ltss varier la0asstersi contest vrmW er Yikibd agbmllMd FBSAppmyal Appvered aMMa Revision 2017 rrW BURdkg Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC Wham M. Ranted, PE OMS2017 091072017 OWI2017 Approved Revision 2017 rrw Building Component Group Inc. Stuart Levels ICC Evaluation Service, LLC Wham M. Ranted, PE 09//92017 OW720I7 OB/212017 Approved Revlon 2017 ITW Building Component Group Inc. Start Lev/ls ICC Evaluation Service, LLC Nle4rn M. Remark PE 09/111=17 001072017 0/1212017 Approved RNMW 2017 ITW BWlding Components Group Ind. Shad la owls ICC Evaluation Service, LLC Willem M. Ronled, PE t19/192017 091072017 09212017 Approved Category; Structural Components (847) 918.8473 (407) 681-1917 CWgory: Structural Components (847) 918-6473 (407) 681-1917 Crep[hry: structural CoplpdMtlb (847) 918$473 (407) 881-1917 Category: Structural Components (847) 918b173 (407) 881-1917 Subcategory: Truss PWss sIPwN@alpleaw.am Subcategory: Tres Planes sbwlsQalpinaltw.am Subcategory: Trues Piste abwb@alpinettw.am SubCobgory: Tow Plain afewlsQalpineRw.am Compmrua Method: Evaluation Report from a Canpllance Method: Evaluation Report from a Compliance Malhod: Evaluation Report from a Compliance Metod: Evaluation Report from a EM991sM Products Product Evaluation Entity Product Evaluation Err* i FLi79r448 Product Product Evaluation Err* FLi19aa416 Product Product Evaluation Entity LU age Product Motel, goober or Naar 0,11h, Assurance Product Describer, contrardElMollde pat, Approved for Use ARRM%2g for Use In HVHZ Outside HVHZ 1, .M ReltfaMm Daces Pressers Bed Product Modal. Number Karns g■lRy Assurance FrsdtNd!?gMlpttpp ..Qat! Approved for Use Aauroved for Use 1oHlttii Outside HVHZ Impm9f lteahMal Csslpp Prsm1n Beal Product Modal.NunbererrNorms 2NWM &Eamm Predl ZeynbutE9Motlpp.Date, Approves tar its Ancomd i Lum In HVHZ 4uYIdeHlttti IM= Predicted 2MM PJ9ssYrs ag2 Product Model. Number aNam 29WNLAUMM Product Description Concert Expiration ,Dab Ahead ed.igil.lW Approved for Use IniaAli 2sad■.HVHZ IIDssd D BealaMM Pnveurs I n 1 ITW BCCJNpW* Higher Strength (f &amp; S) Meld Connector Plate 121312022 Yes Yes WA WA 2 I7W BCG/AIpiM Hinge Plate Metal Connector Plate 12/312022 Yea Y" WA WA 3 rrW BCGIAIpke Trubx Meld Connector Plat 121312022 Yea Yss WA WA 4 ITW BCG1A )ke Wave Metal Connector Plat 12/312022 Yes Yea WA WA aureda Search 4(BMM F� Florida Department of Business & Professional Regulation Pape I a I t8g Florida Department of Business & Professional Regulation Depa e9tt Papa I dal+ Florida Department Of Business &Professional Regulation i'ege 1 dal, Florida Department Of Business &Professional Regulation Pyr1a1 Building Codes and Standards +18018 Building Codes and Standards , mia Building Codes and Standards 115=18 Building Codes and Standards ,/e/m+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Fl.e2ta74w Cadt Lapp version Menullactioner turtles or cow EaoMntau— validated By Peal 291 Des PaMiM Validated Submitted FOC.Amranl Plik Appreved Am" FLi21974M Coca Lraa Version Manufacturer Ea 19LQr E-InceraLicense Validated By Doss Date Dot Pending Validated SmbnilM EBApttraval gal Approved AMhM FLl21974ffi Code Lre! version Manufacturer eaft Curacao, E-kwraLk -. Validated By _DjM Dad Dab Mali— Validated Sum EBCA■mxal 20 Apanv d guru, n1u1974M —clift Luse Version Ma ulasou EnOW d cuntadPnglnceraLicense VaikkWBy. 201 29M tut Pe Wl— V IkL fed Sum FOCAogmnl 21ft Appeared AMR . Cn Revision 2017 MTek Industries, Inc- Cab twy: Structural Components Subcategory: Thus Plate Canpg.— Yrhod: Evaluation Report from ■ Product Evaluation Entry David Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 U.C. daoraCmiLcom (205) 59948M 1re19@017 IOIIWM17 10=017 Approved Revision 2017 Mrrok Industries, Inc. Csbpay: 8hudural Component Subcategory: Tura Plates CamuWna MedroE Evaluation Repot from a Product complianceMadre EMity David Wert IOC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. d—rt0mli.com (205) 699-MM 1011OM17 10119M17 10222017 Approved Revision 2017 FlJ141a74w Produeb MiTek Industries, Inc. Category: Sbuctural Components Subcategory: Tuw Plots Couplionce Product Evaluation Entity Evaluation Regal from a David Wert ICC Evaluation Service, LLC IOC Evaluation Service, (314) 951-7480 LLC. dwer@mll.am (208) 599.98M 10/192017 +0I1912017 10222017 Approved Reirtion 2017 FLa21974t6 Products Mnek Industries, Inc. Category: Structural Components Subcategory: Tnps Ptte Evaluation pl Report from a CoceProduct Evaluation David Wart ICC Evaluation Service, LLC ICC Evaluation eervios, (314) 851.7480 I.I.C. c werlCmiLcom (205) 599-MM 10119=17 10119=17 10222017 Approved ■ Ra21974011 Products cluster, Assunw— Aaoroved her Use Answered.forUse ],,ad Qsslpp P1a219746 Product Quality AssuranceApproved for Use Acurwed ter Use mijaw Design Quality Assonance, Approved for Use A -roved for Use law Dow- Quality Assurvacto Approved (wUse Anceaved for Use Impact gaa(pp fiat 1 Product Model, sunder or Narce 1111788H8 Product Description contract aspiration 18 ga. super high Weegw how connector Pled 0IM12023 Dab In HVHZ Outside HVHZ Yes Yes ltetfaMm WA PreltliQ WA Bet! 2 Product Model. Number or Nam Mil 16 Product Descrililligg Cantrad Expiration Dab 16 go. truss olnMdorplats 01/012023 In KVKZ Out" HVHZ Yes Yw WA pnewas. WA Saga 3 Product MotlsL Number or Hama MrIeKs per„Necdoldon Contract Expinedlan Date 18 ga. high seengtii truss connecter plat 01/01=3 1n.HvHZ Outside Hpg; Yes Yss 1 WA Pressure WA $ge 4 Product Modal. Wmb,, Nary MT20 Product Dwedollon Combed Expindlon owns 20 go. truss connector pits 01/01=3 in HVHZ outside Hyltz Yes Yss Rnkt M Presents WA WA soma cdhKim Search Orthaft Sssmh Crawls Search Criled. O ■ a� Florida Department of Business & Professional Regulation P.9e I m I Florida Department of Business & Professional Regulation papa, r l Florida Department of Business & Professional Regulation Pape, or, Florida Department of Business & Professional Regulation page 1 Of I Building Codes and Standards Iffimis Building Codes and Standards vs2gls Building Codes and Standards I/ mIll Building Codes and Standards Iffiale Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail co ■ S Ftu1n411 Sr20 Entity or 21fa 211 Dab Pending Etie Lrse Version EmnLgwtum SmWrs Emb ve a Lk� vrkrm a YattlWd Submitted PBQ Approyal Aupmved Alan Revision 2017 MRek Industries, we David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10I1B2017 101/82017 1022/2017 Approved Category: shuck" Components (314) 851-7480 LLC. SubCabpory: Truce PIWw dwertQmi.ccm (205) 599-9800 coactrachas Modest Evaluation Report from a Product Evakusilon Entity Elm 221te M ER a Plate 29te o9MPmdim 201 Lree version Manufacturer. Contad Eml—r & Lira■e vrw.W ev V911,11ated SgBmttMd FBC AMBoval Apagsd ohms Revtebn 2017 Weyemruwr ROD Baidwin ICC Evaluation Service, LLC James A. Rothman, P.E 08222017 08202017 0710312017 Approved Category: Structural Components (253) 924-6476 (60B) OW1344 Subcategory: Engineered Lumber ROberLBoWn■we"rhe Ctrace laEvaluation Report from a euear.am Product Evaluadtionon Entity FIf6&274iB 290 EMffito[ 291 20 DaMPaedlm 20 Lne Version Mandaoters[ Contact Emheat81icense vrwaW ev Yalklaw Submitted FBC Approval Apaaved Aw a Revision 2017 Weyerhaeuser Rob Beidwin ICC Evaluation 8ervica, LLC James A. Rohman, P.E. 08222017 08202017 07/03I2017 Approved Calgary: Structural Components (253) 924-6478 (608) OW1344 SubCategory: Engineered Lumber RobeltBeMwinillwsyerla Compliance Method: Evaluation Report from a euW.kxm Product Evaluation EntityEntityProduct FLa11274rs -q2dt Entity 2111111 202 Dab Pending Peal Lrae Version lMouhoMre[ Corned Enalrear A Lkonse vrwabd By YMhMMd ttp0od■d FIND Apamul Approved SMttm Revision 2017 Weyerhaeuser Rob Beidwin ICC Evaluation Service, LLC James A. Rodman, P.E. 0822/2017 08/202017 07103/2017 Approved Catogwy: Structural Component (253) 924-6476 (608) 839-1344 SubCebpory: Engineered Lumber Robert.Baklwinarveyeme Compliance Modnad: Evaluation Report from a aus — Evaluation Entity P1621974t6 Product sett Product needed. Hundn w Wens Quality A--- .n— Aaaoved far Ilse Approved for Use IafiYHi 21laddeHVHZ gypect Decay Prsagm F1a66274M Product Beat Product Mute. Number or Name 91MppLAss!■Ofd Product Decodofich Cnbd Exktlo, Dab Approved for Itee Approved „for .Use 1, WAR Oulekla.HVHZ Mosul lMafaYa D,,I Posers n FL66627.Ra Preduab $me Product Model. Number dal Name cluster Asaunanca NORR21bIatDGli ARRMM,d1 LUE Approved for Use Oubd&HttlZ I—ect IMaham 2l1ipp PJmeamn P1a66274b Product agt Pradd Model. Munberalthns 91MImLAssI■Of8 A---d for Use Approvedforlive In HVHZ 21tside HVHZ braced lcllpp Rss Procedure 5 MT20HS 20 ga. high seance has connector pbb 01/01irm Yes Yr WA WA 1 Microllm LVL LaMnaW Veneer Lumber 03131/2019 No Yes WA WA 2 Partition PSL Parallel Strand Lumber 031312019 No Yes WA WA 3 TlmbinStwnd LSL Laminated Strain Lumber 0=112019 No Yes WA WA Cn O �^W\\ Florida Department of Business & Professional Regulation Building Codes and Standards Pap.+ a+ 105wie Florida Department of Business & Professional Regulation Building Codes and Standards Pap + a i 116=18 Florida Department of Burliness & Professional Regulation Building Codes and Standards Peps i or+ warmle Florida Department of Business & Professional Regulation Building Codes and Standards pas. I a I 116m1e Product Approval Application Detall Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail �+ PLre27ata 13,e W4"0 FL117744U Lrea version Revision 2017 miladjahm Wsyedss user Category: Structural Components SubCo6gwy: Engineered Lumber Compliance Mrtod: Evrualbn Report from a Product Evaluation EntityProduct contact EmlavLLMIM Validated By Rob Baldwin ICC Evaluation Service, LLC Jwm A. Rothman, P.E. (253) 924-6476 (608) Ml 344 Robert.Boidwhrowayede euser.com vdhmd Aditag Md E948mrmW 00=1117 Og/20r2017 Apamed 07/0312017 lm m Approved 11121 Version Review 2017 NYmlactu Wsyahruser Cars". Structural Components Su CCalgay: Engineered Lumbar Canpliena Mrhod: Evaluation Report from a Evaluation Entity Engineer It vrkwWBy Rob Bekh in ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-6476 IBM) 8WI341 RohartBekhvinoweyeme euser.am Dab Mali- vahMMd Submitted Fb2ApamW 0BI222017 08202017 21M Approed (17103/2017 so& Approved 2M flea Version Revlon 2017 Maoldactu CAST-CRETE USA, Inc Category; ry: Prod Conyeneale SubCrahNons nol Product Introduced ss a Result a gy Compliance Me hod: Cerssatlon Mad or Llsting Entity Emaeer&License Validated By Crap Pont- MWMW)ede BCCO - CER Mlrni-Oade BCCO- VAL (1) 1 1 t17amYIo®ast+ab.edm 2ok 21111, DEM.Ffmim Val subno l PIBCAporsyal 111142017 10/18=17 Peal AMsm(ad 1121/2017 AMM& Approved 2ede Loa version Revlon 2017 manufwMre[ Commercial Concrete Products,lna Components SubCabpory: Product Introduced w a Result of Hear Technology Complw Matted: Evaluation Report from a Florida RegisteredArchitect or a Licensed Flurlde Enft err SBntald EmimerALicense validated By Robert GIIb THUY H. HUYNH John Hoy ( ) 11 pbaolpatoreyando.am 20 20 IbM.Famion Yall■Md Itinotd F.@C.Apaaal 101142017 10/132017 10=017 21k Approved 121122017 aMhm Approved > O i1.661274M Products age Product Model. Number or blur AaM■pce Product Description Combed Excitation Anaoved for Use Acgrovad for Use In HVHZ oub"10f11i Ine—It Jlsshtem 22 MD PJsveprs FIa86274U PWnntte sera Product Model. Number err Ham 91M11teAssunwrsd Anararw for Use Approved for Use In HVHZ Inroad BsstWM Deal- Passed, D,lfde.$lttPtladugM sera ProductMatl.Numberw Nsms OuWW Assurance Product,( Contract ,EpMWarthm,Date Appoed for Use A—,d for Us, In HVHZ outalkle HVHZ Im■9t BssMMM Dwipp P[ss!!Irs FLa17744nS Products Professional EnpNaer Cluster Iva 4 TJ Ryn Board Structural Rim Board Lundef or OneriW Strand 031312019 board Bin Board No Yes WA WA 5 Weyerhaewar Ran Board Oriented Strand BOMB Rkn Board 03I312019 No Yes WA WA 1 High Shsnpm Corsets LkMls 4, 6, 8, and 12 Nha vela Imel O9/112018 Yss Yss WA WA �� I Product Matl.Nunhera Narur Quality Precast or Commercial Concrete Protium A--- Proceed and Prestressed Concrete Lintob 05/252024 Approved for Ia1DRlt iJYHi No Yee Imp■t Psslpp 1 Pfssaprs WA WA � }, U anPdL2aimM O V �- U m m w Q � Z Z Q SHEET NO. PA 10