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HomeMy WebLinkAbout35989 Saddle Palm Way(swcid (e- -A�m Y GENERAL CON5TRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.15L. BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.CR - 6TH EDITION (2011) R302b AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.CR - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - bTH EDITION (2011) R103.12 AND ASTM C 92b. PER F.5LR 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM G 92b. THE WEEP 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F$.CR 6TH EDITION (2011) R103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE5PON5113LE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 45PHALT 5HINGLE5 (IF APPLICABLE): a I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNI75 VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 22.b, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A57M D 226, TYPE 11, A5TM D 4865, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.11 CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.GR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5D15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS I18,119 OR 120. REQUIRED UNDERLAYMENT PER F13LR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL 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 RECOMMENDATIONS OF R45116, In OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER, TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR 0I18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADF AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1114113. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 13005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 13005TER FAN 15 INSTALLED AND NOT READILY ACCE55115LE FROM THE ROOM IN WHICH THE DRYER i5 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMIGA STANDARD 550 N W. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RE51FON51BLE. REV.12-31-2011 REVISION LOG 7/17/18 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT LOT 14 BLOCK 05 SILVERADO 35989 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 LE N NARM 2485 -LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET Rl�irIeWDATE 1 FLOOR PLANS,, EPHYt� 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL P FLO aq , p'� I.11 V t 5 ROOF PLANS ORS THE pq QF �E Y��+ 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PAl.l PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS I ABBREVIATIONS I AFF. ABOVE FINISH FLOOR EXG. EXISTING FIG. PARING ACC. ACCESS EXT. EXTERIOR PTN PARTITION AP. ACCESS PANEL FB. FACE BRICK PV. PAVE(DXWG) ADO. ADDENDUM F.O. FACE OF "T. PAVEMENT ADH. ADHE51VE FAG. FASTENER) PED. PEDESTAL ADJ. ADJUSTABLE FN FENCE PERT. PERIMETER AGO. AGGREATE FGL. FIBERGLASS PI -As. PLASTER A/C AIR CONDITIONING FIN. FINISH PLAM. OR PL. PLASTIC LAMINATE ALT. ALTERNATE FFL. FIN1514 FLOOR LINE PL. PLATE AB. ANCHOR BOLT FE. FIRE EXTINGUISHER P.VD. POLYVINYL CHLORIDE APPX APPROXIMATE FP. FIREPLACE PE. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLASHING PSF. POUNDS PER SQUARE FOOT AD. AREA DRAIN FLR FLOOR(IW) PAL POUNDS PER SQUARE INCH ASPH. ASPHALT F.D. FLOOR DRAM P.C.C. OR P.C.CONC. PRECAST CONCRETE AT. ASPHALT TILE FLUB FLUORESCENT PFIB OR PREFAB. PREFABRICATE(D) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN AWNING FAD. FOUNDATION RAP. RADIUS 13511t BASEMENT FIR FRAME(DXING) RLG. RAILING BM. BEAM FS. FULL SIZE REF. REFERENCE BRIG. BEARING FBO. FURNISHED BY OTHERS REFR REFRIGERATOR BM. BENCH MARK FUR FURREDXING) RE. OR REINF. REIFORC(EDXWG) BVL, BEVELED GA GAUGE RES. K51LIENT BIT. BITUMINOUS G.I. GALVANIZED IRON RA RETURN AIR BLK BLOCK G.G. GENERAL CONTRACT(OR) RV5. REVERSE (SIDE) BLKG. BLOCKING GL. GLASS, GLAZING REV. REASION(5), REVISED BD. BOARD GLB. GLASS BLOCK ROW. RIGHT OF WAY B.S. BOTH SIDES GD. GRADE, GRADING R RISER B.W. BOTH WAYS GB, OR GYPBD, GYPSUM BOARD RD. ROOF DRAIN SOT. BOTTOM ND. HARD fFG. ROOFING BR BRICK HDW. HARDWARE FtL ROOM BLDG. BUILDING HOR HEADER RD. ROUGH OPENING CAB. CABIN HTG. HEATING R3L. RABBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING SCH. SCHEDULE CSMT, CASEMENT H.D. HEAVY DITTY SAT. SEALANT G.I. CAST IRON HGT. OR HT. HEIGHT 5TG. SEATING C.IP. CONC. CAST -IN -PLACE CONCRETE H.C. HOLLOW CORE SEC. SECTION CB. CATCH BASIN H.M. HOLLOW METAL SHTHG. SHEATHING CK CALK(Wi) CAULK(MG) HOR7 HORIZONTAL 54T. SHEET CLG. CEILING NB. HOSE BIBB 514. SHELF, 5HELVING GEM. CEMENT ID. INSIDE DIAMETER SM. SIMILAR CM. CENTIMETERS) INS. N5ULAVEOXION) 5KL. SKYLIGHT CER CERAMIC Mt. INTERIOR 5L. SLEEVE C.T. CERAMIC TILE JT. JOINT S.C. BOLID CORE CHAM. CHAPTER UST. JOIST 5PC. SPACER CIR CIRCLE KIT. KITCHEN SFKR SPEAKER CIRC. CIRCUMFERENCE KA. KNOCKOUT 5qC. SPECIFICATIONS CLR CLEARANCE) LAM. LAMINATED 5Q. SQUARE CLS. CLOSURE I.P. LAMINATED PLASTIC 55T. STAINLESS STEEL COL. COLUMN LAV. LAVATORY STD. STANDARD COMB. COMBINATION LT. LIGHT St. STEEL CONC. CONCRETE LTL. LINTEL STO. STORAGE GMll CONCRETE MA50WY UNIT LL. LIVE LOAD 5TR1. STRUCTURAL CX CONNECTION LIV. LIVING 61,15. SUSPENDED CONSTR. CONSTRUCTION LVR LOUVER TEL TELEPHONE CONT. CONTINUOUS MN. MANHOLE TV. TELEVISION CENTR CONTRACTOR M1FR MANUFACTURER THK THIMNE55) G.J. CONTROL OR CONSTRICTION JOINT MAS. MASONRY THR OR THUD. THRESHOLD COFR CORRUGATED M.O. MA50NRY OPENING TAG. TONGUE AND GROOVED CTR COUNTER MATL. MATERIAL T.O.G. TOP OF CONCRETE ORS. GOURSE(S) MAX MAXIMUM TOP. TOP OF FOUNDATION CF. CUBIC FOOT MECH. MECHANICAL TR TREAD C.Y. CUBIC YARD MD. OR MEDGAB. MEDICINE CABINET TYP. TYPICAL DP. DAMP PROOFING MINIS. MEMBRANE UC. UNDERCUT DL. DEAD LOAD MET. OR MTL. METAL i ff. UNFINISHED DEP. DEPRESSED M. METER VB. VAPOR BARRIER PET. OR DTL. DETAIL MM MILLIMETER VERT. VERTICAL DIAM. OR t DIAMETER MIN. MINIMUM VIN OR V. VINYL DM. DIMENSION MIR MIRROR V.T. VINYL TILE DID. DISH W45HER MISC. MISCELLANEOUS WSCT. 1AN5COT DR DOOR MOD. MODULAR W.TW. WALL TO WALL PA DOUBLE WING MLD. MOLDWG, MOULDING WA WALL HUNG ELEC. ELECTRIVAL) O.C. ON CENTER WF. WIDE FLANGE D.S. DOWNS MT. MOUNT(EDXING) W.G. WATER CLOSET EP. ELECTRICAL PANEL O.A. OVERALL W/0. WITHOUT D. DRAIN MULL. MULLION W.P. WATERPROOFING EL ELEVATION OH. OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NIL. NAILABLE WR WATER K615TANT Ea EQUAL RUT. PANTED) W.I. WROUGHT IRON DWR DRAWER NOM. NOMINAL W1 h WELDED WIRE MESH EST. ESTIMATE K. PANEL W. WIDTH, WIDE DUI G. DRAWING NU.C. NOT IN CONTRACT WIN WINDOW EXH. EXHAUST PAR PARALLEL EF. OR EAF. EACH FACE KTS. NOT TO SCALE DAVIS BEWS DESIGN GROVP 150 STATE SIREE't EAST OLD6MAR, H.oRIDA 39677 813 . 925.1300 -i-II. 8Il3.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DEIVVFA �-� PST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 Z R'V 0 av r� > (!) m O M a c n • � �t Q �U� I� V C 00 Q E z z w J c:) J oZ x �o 3> w� Z <a H w¢�� UZOO Z w w � Z Z o'7�f_j o�LLS U w i- N ~w© ON Z� } C U ~ 0 Lu zLu Lu V) 0 -' U LA zj0z z o�� J m J a�a ri w w ZZ +-R OQW3a' k OLn > zwg� n �Q�o Z r4 O 0 uLuz8NaYa W W 8wZ LL a8 Q Q Lu ZO p Z Z aZa m op Z Z ��f g Doug rn O m CL a a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. imo SHEET NO. c s I ���� 11 )- - _ - 1 1. ��. i III-.- �, i1TG7lIl i� 1 �uil7iiill il u a. 11du r�iatue� 41iw i d ! I. Lb .� 7r, i 1 0 I T i i 1 f -'-T� TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BILK OPNG BLK OPNG MULLED PAIRS SH12 20 X 26 SH13 20 X 38 3/8 SH14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 1 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 3/8 107 112 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH12 18 1/2 x 25 1/4 SH13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BILK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 v I 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" 2/6 311/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 E61RE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH E6RE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM b4'-8" 58' 811 61_011 4'411 H.B Q 35 5H d 5 5N. ------- --- --- Ib"DEEP OPT. REF. PANTRY oco - 12'-411 CV (V KITCHEN \ VAULTED CLG. O \ TILE e T.P. — _ I n. P=lt FLEX Qom, 10 6-011 T.B. 8'-0" FLAT CLG. O CARPET o VAULT FAMILY ROOM CAFE I I o o o VAULTED CLG. VAULTED CLG. I I O I 2 -2 246 HDR. AT T-8" 4 CARPET \ TILE e N — J _ w - U Z a u 0 (oil — - —'� 3'-4" 4 8 O ---VOL U 9'-4" g _411 C 14' 1" 3' 0" 9' 8" 3'-011 8' 5" CLG. 3'-0° 2' BEARING WALL W/ e BEARING WALL W/—e D BEARING WALL W/ UPLIFT AND 5TUD5 UPLIFT AND 5TUD5 `r oc I I e FOYER "� 3068 <,-- 53 UPLIFT AND 5TUD5 AT 12" O.C. AT 12" O.C. c'o H4 o Q I I =CLG._ 9'-4" FLAT a 7 AT 12" O.C. o o �r cz- HDR. AT 1' @" HDR. AT T-m" Q a a, TILE 4'-0"x8'-O" _ CONC. PAD 2 O R/5 = O @ HDR I .I H4f'17--_ — — — — — � H4 F: - e Tv -' � BEARING WALL W/ 1-0 GLG. r BEARING G 3 � AT 1' m°GC u UPLIFT AND 5TUD5 _ — — — — — — — - I � -� O.E. AT 12" O.G. F g3 WALL g3 `" S3 4'-211 co 8'-101, I 3' b" 2' 31/2" 5' 011 I'-4 I/2" 4'_411 I oI � I I I Q I s 1 EDGE OF 5LA13 I o O OWNERS SUITE L — J� o TP �66� 2" BEYOND WALLLU I n 8'-0" FLAT CLG. ,� o "A CARPET 2668 a I aZ a I W, .C. i BATH 2 T.B. DUCT A.H. 0 6-oil CHAS a o CLG. I CLG. HAN5EN BOX I O� CARPET 12 AT 36 AFF, I X O lV Q Z --___ 0 __----_� — — _ � I 3 CAR GARAGE TILE I �� I I 8'-0" PLT. HT. V— — — — — — — — — 2668 b 1'-2" '-211 " f �� 2568 0 o I J I l l I - I II fV �I c a — — CLG. R/5 R/5 � R/5 2xb WALL IQ �- ----- — ----- ---- -- I / DRYER VENT 1 I THRU WALL 40(68 4068 CO co 40(68 — a I T.P. ,u BI-FOLD BI-FOLD BI-FOLD I �I o e 4'-811 10'-4" 10'-4" I X ZI e �I QA O.BATH _= K 2�68 BEDROOM 4 BEDROOM 3 BEDROOM 2 BI- FOLD 0 8'-0" FLAT CLG. - ' FLAT CLG. 8- " FLAT CLG. T�' CARPET CARPET CARPET 21-b�1 I I K 5,_oil o I 54 L — —(TYP.) 25-5H 25-5H 25-5H � «. a 4 5H. * EGRE55 * EGRE55 * EGRE55 W.H. COND. ' 16" DEEP 42"x42" 3b"xb0" 5HOWER PAN A/C PAD W/ 5HOWER 5URROUND 104" 4'-10" 64'-8" FLAT HEADER (5EE ELEV.) ARCHED HEADER n ■ INDICATE5I'5 ♦ INDICATE5 2 $5 v cv 8 lSEE ELEV.) ENTRY I 9'-4" I CLG. A.F.F. 0 e a STRUCTURAL NOTES O - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55" TIED TO THE BOTTOM PLATE W/ (2) 51MP5ON 5PH4. 20 - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL S/55." ANCHOR WITH HTT4 AT BA5E. 0 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT 5A5E. 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/ FOUDWWRING WALLCu1-WMIEN 1/2" FLITCH PLATE STRAPS ARE . • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • e SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * *WIND PRESSURES * � a 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 c� TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONIC. WALL R-4.1 HIGH PERM EXT. FRAME 2X4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LMNG) LIVING 2443 S.F. GARAGE 63(o S.F. ENTRY l 3 S.F. TOTAL 50. FT. 3142 5.F. FLOOR PLAN - A 5CALE: 1/4" = 1'-0" Y DAVIS BEWS DESIGN GPOVP 150 STATE STR= EAST OLDM4AR, AARIDA 34677 813.925.1300 TE[. 813. 925. 1800 FAX W W W.DAVISBEWS.C.OM TA 4PA • DEINTVER. =. 1994 � il AME �� VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z fV4 O a) N > tn c) O M Q U) 'p ern Ou Q � U- f— a . M Q C 0000 z z E LuFT J � 0z w� z� �a uj z UZ�O zWW0 EE'SZz �OR�_ O�LLo 4714 C Umw w oN ZZ au zw z 5 �3 J R 0 0 Lu z w Y LL o co Q ma J zz�a o Ili �� o aLu x o zw w N M c� LL' Z N � 2�02 Z N iaW� �Q<� W W ~�z a Z Z �LOL O0 00 z z &Y w Lu o m g g QoLL SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. ISO SHEET NO. SINK KITCHEN ISLAND HOOD e v e RANGE KITCHEN MIRROR LAv. LAv. e BATH 2 REF. v m M KITCHEN f1 MIRROR e LAv. LAv. OWNERS BATH INTERIOR ELEVATIONS SCALE: V2" - 1'-0" J fl- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAW A..ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWSCOM TA "A • I7ENVEI ^� EST. 1994 F�-- O O Z N 0 � � >unMO M Q fu Lo d to •'i d' � iZ M � U cv 'q Q C 0000 Z wJ C) Oz O 35 z Lo z d O Z'a r- �� wQ�� UzLO zwZ�za zz o0w �L o LL Om�O W �w ON zz J W z LLJ g Ln_� > c O J U O o ZLLIYr- F--I 0< W JoQafO Lin �Jao zW r-joo QQ�o N Z z 2 LL �s Z r4 ^' ��zo J � , V �� LU W W 12 z a Z Z SOS :3 < m 00 Z Z �f� O SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. loo I SHEET NO. 0 w T.OM. e zca TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) FIN15H FLOOR LINE T.OM. HDR. HGT. FIN15H FLOOR LINE — 512 � G.C. VERIFY FA5CIA CALL -OUT (TYPICAL) �-- F5 5HINGLE PER COMMUNITY SPEC (5EE 5TRUCT.) Min MINI IT ZTEXTURED GEMETITICU5 FIN15H ON C.M.U. (TYP)� — 4k-T GRADE LINE (A55UMED) F5 FRONT ELEVATION - A 25-5H * EGRE55 INGLE PER IMMUNITY 5PEC :E 5TRUCT.1 'rl-O,LI 5CALE: 1/4" : V-m" 25-5H * EGRE55 12 Q5 1L L LEFT ELEVATION - A 5CALE: 1/4" : I'-m" F5 25-5H TEXTURED FIN15H 5TUCCO ON 5HEATHING (TYP.) /TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (rYP.) 7 F6 T.OM. HDR.HGT TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) FIN15H FLOOR LINE GRADE LINE (A55UMED) w Tall. FIN15H FLOOR LINE GRADE LINE (A55UMED) I Ll DAVIS BEWS DESIGN GROVP 150 STATE S EET EAST OLDRAAR, MORDA 34677 813.925.1300 TIT. 813 .925.1800 FAX W W WMAVISBEW&CAM TAMPA • DEAiv/ER. < EST. 1994 F� III III III r� III III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z cV O a) P-1 4-1 O M O M Q U-) M Ln cn vt Q a)� li % �' M � j M "-4 Q 0c) Z § E ... w Lu C:) J c:) d' Oz i> w� Z zaa z� 0 g¢ H I --I u ¢ o z�0 zwW� z Q uz >o�w W w ou- Mk0 w �U) zo Q 8 W �W Z Q a 9 �Lu up) o J U Q �pz Z WcY�r- 886 g Q a 7� up� z ¢ o0 0 �� Ln Z fV � W� J Ln i'V az c� Ya �Q�o di di Z LL z z R z m 00 Z z � � g � �s� ° m a a ¢ SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. T.O.M. _ _I e FIN15H FLOOR LINE GRADE LINE (A55UMED) e �o T.OM. HDR. HGT. FIN15H FLOOR LINE 5� 12 5� 35-5H LINE OF VAULT OVERHANG TO BE CENTERED ON 5.GD. F15ERGLA55 5NINGLE PER COMMUNITY 5PEC (5EE 5TRUCT.) /TEXTURED CEMETITIOU5 FIN15H ON CM.u. ITYP.I� 12 a5 25 5H 25-5H 35-5H TEMP. * EGRE55 REAR ELEVATION - A 5CALE: 1/4" - 1'-0" 5NINGLE PER COMMUNITY 5PEC (5EE STRUCT.) /TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.)7 RIGHT ELEVATION —A SCALE: 1/4" = 1'-0" 35-5H 12 a T.OM. TEXTURED a CEMETITIOU5 FIN15H ON G.M.U. (TYP.) FINISH FLOOR LINE GRADE LINE (A55UMED) T.OM._ HDR. HGT. FIN15H FLOOR LINE w i DAVIS BEWS DESIGN GROVP 150 STATE S P T EAST OLDWAR, A.ORMA 34677 813.925.1300 TFi. 813. 925. 1800 FAX W W WnAVLSBEWS.COM TAMPA • DEIVVEIZ. EST. 1994 III III III �� 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, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z tV O NN 1­4 &-) O Ln 7(% MOO M Q�'Mp� a .L n Q L_ U- CL M 0� � j Q Q � O Z � E w W O � Jc:) J oz �o �s W� (n za V Z<Q Z O wa00 vzOp I --I z w w �Oz z �LLL 8m�® W �w J zz Z z - g � L.I.J �a z Z w a w Ln Lu 0 3 J OU") u') �OC) z Q W VuY 00� m a Q 0 J � a Ln ' ^ (L O L / I..L N � Q < �� Z N W LL LL0 Z N Ln /1/ z u J w�¢ Quo w w g�8 Z Z wzo z a 00 Z Z �' w W orn m g Qou- SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. K)-- DUPLEX CONVENIENCE OUTLET j DUPLEX OUTLET ABOVE COUNTER k P WEATHERPROOF DUPLEX OUTLET F.,. GROW FAULT INTERRUPTER DUPLEX OUTLET f$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMO KE /MCA )O. COMBO DETECTOR (ARC -FAULT) v TELEVISION (OPTIONAL) QQ THERMOSTAT pa ELECTRIC METER JE& ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c1> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRU AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A13V COUNTERTOP) TELEVINON...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NFL. 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.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. 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 IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. METER 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARED ==LDISC. TYP. *14 AND i12 COPPER TO REFER TO FLOOR LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. PANE PANEL AMPS. REQUIRED ry0 COPPER TO WATER HEATER UNDERGROUND 18 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. COACH LIGHT OR PRE -WIRE AS PER SPECS COACH LIGHT OR PRE -WIRE AS PER SPECS ELECTRICAL PLAN - A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD6MAIL, RARmA 396T7 813 . 925.1300 TEL 813 . 5►25 . 1800 FAX WWW.DAVLSBEWS.CAM TAMPA • DENVER � EST. 1994 0 0 Z [V 0 a) r, ��o � o M M Q � "gyp � d Ln Q� Ln ceV ram Q o- oc) Z m w J � d' J 0 z W� zaa <a r~ wQg� J �z8o Q Zuz< �zz U ��-3 8�U-a vmrzo o0 zZ Q U z W z 0 J s � v, 3 � > W J OU � O °o z o m J 2:o li. �= w oawo�'c k O Ln z Zaao w � n � H c�au-o Z N �- CQ R G ^, z8 Z N \ V �°'wu LJ i LLJ w z Q Q wog Z Z ?t,Q m 00 Z Z R LU x 0 00 aoug rn SCALE : AS NOTED DATE : 7/ 17/2018 VERSION NO. loo SHEET NO. 401 II-011 TYP. OVERHANG (uxo) ------------------------------------------ I I I I I I I I I = I � I I I I z � 1-oil II I do -----� I II r---J I I I LINE OF INTERIOR L VAULT CLG.BELOW I I II ---- —I� EXTENDED I I OVERHANG TO BE CENTERED ON I 5-G.D. I I RIDGE I I I I 12'-0" CONT. RIDGE VENT I I I I I OFF -RIDGE I I VENT ITYP.) I I I I I 4e I I I I I I I I I I I I I I I I I I I I I I I I I ROOF PLAN - A I I I I I SCALE: 1/4" - P-0" MAIN ROOF VENT REQUIREMENTSci VENTILATION CALCULATIONS ATTIC AREA = 3143 SQ. FT. J 300 =10.48 SQ. FT. X 144 = 1509 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 754.32 SQ. IN. LINEAR FEET OF RIDGE VENT =12 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 4 TOTAL SOFFIT VENTILATION NEEDED 108 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. r CL Lc) m Lu 10- L 501 w 100 Y DAVIS BEWS DESIGN GROVP lso s rATE srx�r irns�r OLD6MAR, A.ORIDA 34677 813.925.1,300 TEL 8L3. 925. 1800 FAX WWW.DAVLSBf'W&CAM TAMPA DEIVVER � FS I'. 1994 ��_> 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. 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 f 0 Z �fV O aJ r� M d �—d' Q �� z� w J � oZ 0 35 W� z� fa r~ UzOp zwW� ��zz ���w O��o vw�a m o ^ z� Q U �w O J U � z o Z wx� Q ma J Q Q 0 J � U�Q¢ '"'I �aw� *k p � � i ¢w��Nry1Oawo W z N d- O 2�LLo J � N � �aYa LJJ W g "-' Z Z Z oS m � z z ��� � m a a ¢ SCALE : AS NOTED DATE : 7/ 17/2018 VERSION N0. SHEET N0. NOTE: WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE 15 TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THE5E PLANS THAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 5EE SHEET 5N FOR 501L AND TERMITE NOTE5. BORATE / BORAGARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF 5LAB THICKNE55 WHERE SHOWN OR FIBERME5H rON FOUNDATION PLAN REINF. (5EE PLAN) Lu CONTROL JOINT DETAIL N.T.S. S CONT. REINF. 5EE FOUNDATION FOR QUANTITY "5x25"x25" CORNER Q a BAR ONE FOR EACH HORIZONTAL REBAR o e TYP.(UN.O.) .. ALTERNATE THE REINF. BARS SHALL BE CONT.AROUND COINER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.5. 11 4'-0" 4'.0" 4'-0" 4'_0" 41_3" 5' 2" 4'-1" 5'-0" 5' 0" 5'-0" 5'4" 4'-0" 4'-411 41_811 114" 2'0 +H.B. ■ ■ ■ 1 ■ ■ I ■ ■ ■ V C.M.U. WALL ABV. ■ I ■ ■ ■ I I _ I _ I I I I I I L I OPT. REF. u I v l v l I I I c-- I I I ■ ■ I I „ I 31'-b I I I -1 4' I I I I I I 0 N I I I Zvi I I I I 7p >- I a I QI e J c----- -----------I----------------- II - - - - - - - III - - - - - - - - - - - - - - r) ---- -------- II� � ----------------------G------ .J. L 53 24"x36"xl2" D.•--- LONG. FTG. W/ .W. (3) 05 BARS E.W. ■ O � _ J 1 ; 'IIII U 1 JI ■ PITCH I - I I I cz_n� I I II I I I 1 F I - I/8" / FT. 4 I I I I 1 ■ I ■ _ I I I I I ■ tV_ I I I I I 4" 4'-8" 8"I � ui � I I I s I I PITCH I =� 48"x96" = i I I i I I i I a I I I 1 I 1 FOR ENTRY DR. 1/8" / FT. _ 8'_8" L 53 GONG. PAD 3/4" RECESS I I I I I I �I vl � I v l ■ } w@ 0 w _ • 7% 1— — ■ ■ ■ 111 /1 71 /111 /77/ ImI i I i 4'-4" 4'-4" r I I I I lal I I 1 PII i I I 53 ■ 2'-5" 1 2'-4" I PITCH 24"36"xl2D CONC. FTG, W/I 1/8" FT. (3) 05 BARS E.W. u TYP. AT ONE-STORY °O (5EE JJ/53 FOR STEM ■ 1 I\ - I I i _ WALL OPT.) �� I MCJ. -- ------------- ------rt- ---------- ---------------fi--------------------------I��--1--------t - ---C.J.------IF I� ---------------- --------------------------G.J.- ■ ; OPT. j l 1 e I I IIWA5HER QI I ■ I OL ELEVATION AT 0'-0" (A55UMED) i i L —F_ I� 35" THICK, 2500 OR 3000 P.5.1. 1 i I OPT. �I 1 1 CONCRETE 5LA13 ON GRADE W/ 1 DRYER 6x6 W1.4xW1.4 MESH OR FIBER I I I I I I MESH OVER 6 MIL. VAPOR IQI BARRIER ON CLEAN, WELL - 1 1 I a v, IQI COMPACTED, TERMITE TREATED, I I I a bo ■ i III i GRANULAR FILL. it,I I I I I I v TYP. AT ONE-STORY - C.J. `��------- I °� G.J. I I I _ G.J. c (SEE JJ/53 FOR STEM --------II ---- , ---------------;--------------------------;------------- ------------;------- ---------------------------;------------------------ WALL OPT.) ��------ 36 x60 SHOWER o PAN (VERIFY I i i 1 I 53 i 53 c" DRAIN LOCATION) `r 3 2 I I 1-8 „ 32 4 I 20 2 1 i i i I i 8�� ■ II cv ■ I/ I 1 I i i I I i I 2'-4" I 1 I I F_ I- - - - �. i i TYP. AT ONE-STORY 1 1 (5EE AA/53 FOR STEM WALL OPT.) nCOND 42 "x42" A/C PAD 4'-4" I, 4'-0" I, 5'-2" I, 4'-4" I 3'-10" 3'-3" H.B + 2' 0" 11 3'-10" J'-0" , Y-10" 34" 3'-0" 2'.2" 5'-41" 5'•4" 4'-0" 4'-4" mm F5185 5 2 5 THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - A SCALE: 1/4" = I'-0" 411 reD DAVIS BEWS DESIGN GROVP 00 STATE SMEET EAST OLD94AR, RORIDA 34677 813.925.1300 TEE. 80. 925. 1800 FAX W W W.DAVLSBEWS.COM TA APA • nE % V EST.1994 �> oil VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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 O Z No O�� I>i (n M O M Q U) (13 Lr) av)L� Q " F- �' M z zoC �U Q � Z w J � oZ 3� W� zaa �a per,, Lu '< Q' z vz8C) z Lai, w Q ��ZZ �0J �LL a "Lu rm 04 LLI oLn z0 av gz Lu z g =) 0 LnLu 3 > O_ 0 J(J') �Oz z J �Ro W Y a ma J a zrJ0.< �aw� n 00a LL2 Z N Oo wLn N PazILL ° J W�!a w w gQz a Z Z oQ Lu m 00 Z QzQ cx f QQ m a aoLL SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. ino SHEET NO. 1 11.1 .1 .11.1.11, ­11 11 1 1 — I 1 -1 — III -T-7— C C C E E E 5PECIFICATION FOR LEDGERS (THE FOLLOWING 5NALL APPLY UX0.) LEDGER A (LA) - $2 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRU55E5). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 51,155TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 5YP. 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. 5TUD (6" O.C. MAX.) 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LC) - $2 5YP. (2) 2x8 PT W/ 5/6" DIA. x 8" A.B. AT 12" O.C. 5TAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - "2 5YP. (2) 26 PT W/ (4) 5IMP50N 5D525600 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG226 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER E (LE) - "2 5YP. (2) 2x12 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. 5TAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 5UPPORT ALONG MA50NRY WALL). LEDGER F (LF) - "2 5YP. 2x8 PT W/ 5/e" DIA. x 8" A.B. AT 24" O.C. 5TA6GERED 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR 5HEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRU55E5). NOTE: TH1515 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 5YP. (1) 28 W/ (4) 5IMP50N 51)525412 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER H (LC) - 12 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. 5TAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - $2 5YP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE, AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - 12 5YP. 2x4 PT W/ 1/4" DIA X 3" TAPCONS AT 4" O.C. 5TAGGERED 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 CONNECTOR5 ARE ACCEPTABLE. AT TOP AND 50TTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ 0.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - "2 5YP. 2X4 W/ (3) 5IMP50N 51)525600 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ (1) SIMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGER5 C, D OR H, 5IMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE U5ED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY, U.N.O. o(o 1118 C-) ti 11_�/ < td c� m J1V J3V J5V J7V_) J7V J7V r J a 2 1/4' FOR PLYWOOD/: RAISED HEELS STU] n_ 71 EJ7VA Lo L EJ7VA J u 'v o� EJ7VA VAULT 3/12 J7VA _J7 _J7 J7 _J7 _J7 _J7 _J7 _J7 _J7 _J7 =J7 _J7 ;J5 ;J3 ;J1 TOP X X2 CLzQ E7 ��o � q L'jz 0 (��� LLJ Q E1 F--LL_ LL_ 0 — W 0 v �LLJ :F:� CL Q 0- 0!� o LLB 71 F__ 0 Z cry = q �0 v EJ7 E. E, E, E, E, E. E. E. E. E, E, C. C. C. D < D D L n n n D D D D D D D D D D Z, D L L C_ I'O 00 -I m CA .A w N . - - - w CJ1 < < < < < < < < < < < ILOCKING BED 17 17 17 17 17 17 17 7 7 7 7 5 3 1 D D D D D D D D D D D C7 n n r F0 w 41 CA (IN 00 -,0 L C_ c_CA w v% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2' HTA20 1615 1585 10 - 10d x 1 1/? B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 11/2" D H3 455 320 8 - Sd RT3 610 525 8 - 8d x 11/2" E META20 1450 - 8 - 10d x 11/2' HTA20-18 1400 1400 10 - 10d x 11/2" F HHETA20 2235 - 11- 10d x 11/2" - - - - G H 10A 1340 1015 18 - 10d x 11/2" RT16A 1380 1160 9 - 10d x 11/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 11/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" 3 HTT5 4350 3740 5/8" ANCH. / (26) 10d x 11/2" HTT5 3225 - 518" ANCH. / (28) 10d x 11/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2- MTW 12 1195 1005 14 - 10d x 11/2" S MTS16 1000 860 14 - 10d x 11/2" MTW16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 1005 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON 'SEr EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS ..X.. HTS20 1450 1245 24 - 10d x 11/2" HTW20 1530 1285 24 - 10d x 11/2" SPI 585 535 1 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645. 555 1 12 - 10d x 11/2" - - - - * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE Off OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS: ROOF = U360 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 SPACING ON ARTICAL5 OF (5) TRU55ES Q I OR 2 PLY CARRIER I-S-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY INTERSECTING POINT 5HOWN ON THE HIP TRU55 5Y5TEM BELOW. FA5TEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORD5 OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT (,,) INTER5ECTING POINT TO BE FA5TENED WITH 2-15d COMMON NAILS OR 0.125 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE 5AME 5PECIFIED COMMON NAIL5 OR FUN I OR 2 NAIL5 AT 48" OC (*). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E6, (B) 2x4 5YP NO.2 OR NO.2 PT 5TICK LUMBER (LAID FLAT W15E) MAY BE U5ED. FOLLOW FASTENING 5CHEDULE A5 DEFINED FOR HIP PLANING TRU55E5 RI. 5TICK FRAMING 5PLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTER5ECTION6 5PLICING. TO BE 5TAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER 5TICK FRAMING SPLICING, MINIMUM LENGTH OF 5TICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-I FOR ROOF FRAMING DETAILS NOTE5: 1. (2)126 TOENAIL5 EACH 51DE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.O. • ALL TRU55 TO MA50NRY 5TRAP5 TO BE O U.N.O. 0 ALL TRU55 TO FRAME 5TRAP5 TO BE O UNO. ROOF FRAMING PLAN - A I 5CALE: 1/4" = I'-0" J DAVIS BEWS DESIGN GROVP 150 STATE S TREEr EAST CIUMMAR, R:OMA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVMEWS.CAM TA 4PA • DEIVVER. ­� EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 cV O au N �-4 4-J O II M O M z o ¢ V) Q C L Ln C:)" M Ice U 'I ¢ 0- 00 Z wJ CD oz 1>> W� z� �a W a Q UzOp zwW� Uzz z ao ��o m �z 8w ul z� Q 8 gz Lu z � o g rn V g z U3 O I--1 U In Z QKOz W Y P omn ma ce IL a O z J .-11 aa k CD Ll ", W�7� r� ¢ N � O O�// (9 LL a Z � N � N LL �MULo w oiz� � wSWGa Rg �o w w g z 2 (n ¢ Z ¢ Z �oz m00 Z Z al„a R f f 0 .b m z� o a a a SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. 100 SHEET NO. 701 -- _ GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS, 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT:oil GENERAL CONCRETE LINTEL SCHEDULE • • • •• 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T • • O SF12-1B/1T O O • • • • 8RF14-1B/1T 8RF14-OB/IT 8F16-OB/1T 8F16-1B/1T • • • • • • O O O O 8F20-OB/1T BF20-1B/1T 8F20-1B/8T O O O 8F44-1B/1T BF40-OB/1T 8RF40-OB/1T 8F32-1B/1T BF32-OB/1T 8RF30-1B/1T 8F28-0B/1T 8F28-1B/1T BF24-OB/IT BF (MIN.) II II I- ' U., I II Li II II I I (MIN.) �------� I G(MIN.) I ------I I I I II I I II I I II (MIN.) I I II � — I I O(MIN.)T, ;f II IIlu II IL — II I C —J L—� L---- E (MIN.) OELI (MINJ O(MIN.) O — — — — — — — — — — — — — — — _ — — — — — — — — — -� - — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — �Ir — — — — — — — — — — — — — — — — — — — I �� II II j� II I I 11 � I II II II I II II II II I II I L� I IF-J ] C-1 F—J —I� I I OIMIN.) (MIN.) I� �I II II I I I II OIMIN) J I I I I II f �i II II I I II I I II 11 I I --� I �------- IL-------J I c=1=-------------- I I ------- I II I I I II II II II JI II II 11 I I I I I (MIN.) II II II 11 II II it 11 II II II 11 (MIN.) I I I I I I II II II 11 II II II 11 II II II 11 �I II II 11 � L: I I I I 1 1 II II II II 11 II II II II 11 II II II II 11 (MIN.) (MIN.) (MIN.) LINTEL PLAN - A SCALE: 1/4" - I'-0" Li 2 i DAVIS BEWS DESIGN GROVP 150 STATE S7RFET EAST OLD6MAR, A.ARIDA 39677 813.925.1,300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS�COM TAMPA • DElVVER. � EST. 199� �-^� VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O Z (V O aJ � M Q � -v � Q � LL � z� �� wo w oZ �o Za Z w Q � � vZOp ZWww ►►►�yyy � z z a��o o� Zo a �w Z � a� O � z �oo z � W vvY J � m J a�a O C ] J /� U� Q Q Q I..1 J � O a Z W �' N 17 �a�o Z N � Z o�o� Z N I� Zo J � N J �a�a �Qgo w w Z Zg z z �O� 00 Z Z w � m a a a SCALE : AS NOTED DATE : 7/17/2018 VERSION N0. SHEET N0. 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, ACQC, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LES S THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. G 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (fPI) 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. STAINLESSSTEEL I S SNOT 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, C ORAGE, 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 T DS T STUDS OBE 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 T-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER'O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL'F'/S2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1.1 E=2,000,000 PSI 7.1.2 Fb=2950 PSI 7.1.3 Ft=1850 PSI 7.1.4 Fc=500 PSI (PERP) 7.1.5 Fc=2700 PSI (PARALLEL) 7.1.6 Fv=285 PSI GENERAL NOTES: - PRE -ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS ((�� THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED Fol 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 ES ONLY. • 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 REQUIREDEBY THE ENGINEER OFSEALED ••NOTRECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT COMPONENT. WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL H WITH 7/16" OSB OR BE FULLY SHEATHED EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW NAILED PER THE "WALL NAILINGPATTERN (SHEATHING MAY BE VERTICALLY TENTED BRIDGING (S G C ORIENTED), G G 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 B HALL AND STUD U S E 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 KEE WALL. •• ALL KNNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACHX 3 D (THITOEN THEOR EE AL.L SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS an 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR 9Y 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 BRICKISTONE 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. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 " DRYWALL SCREWS AT 12" O. . FOR CEILINGS AND 1 " DRYWALL Y C O C GS N Y L 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 Y". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. ULTIMATE WIND SPEED (Vult) 150 MPH NOMINAL WIND SPEED (Valt) 116 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.16 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF 0 10 SQFT + 30.0 /-52.0 PSF ROOF o 10 SQFT + 30.0 /-1225 PSF tv 20 SQFT + 21B /-498 PSF * 20 SQFT + 21.6 /-114.1 PSF 0 50 SQFT + 23.4 /-485 PSF a 50 SQFT + 23.4 /-104.OPSF ® 100 SQFT + 21.2 /-41.6 PSF 9 100 SQFT + 212 /-96.1 PSF W WALL ® 6 10 SQFT + 52D /-56.4 PSF WALL © 6 10 5QFT + 52.0 /-69b P5F I— © 9 20 SQFT + 485 /-542 PSF OD m 20 SQFT + 485 /-652 PSF 0 6 50 SQFT + 46.1 /-498 PSF 0 0 50 SQFT + 46.1 /-53.5 PSF m 100 SQFT + 44.1 /-41.6 PSF ,w 100 SQFT + 44.1 /-51.1 PSF g 500 SQFT + 38.5 /-432 PSF 9 500 SQFT + 38B /-432 PSF _j GARAGE DOOR 8' WIDTH + 46.4 /-4S5 PSF GARAGE DOOR 8' WIDTH + 46.4 /-51.1 PSF �3 O 10' WIDTH + 45.1 /-48.9 PSF O 10' WIDTH + 45.1 /-51.1 PSF 12' WIDTH + 44.9 /-48.3 PSF 12' WIDTH + 44.13 /-505 PSF 16'+ WIDTH + 43.5 /-415 PSF 16'+ WIDTH + 43.15 /-4910 PSF CHART 15 IN "ULTIMATE" PRESSURES. CHART IS IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME T MAX IN END ZONE I- COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) -4WALL ROOF6 10 SQFT + 18.0 /-312 PSF ROOF is10 SQFT + 18.0 /-135 PSFim 20 SQFT + 16.1 /-29.9 PSF 6 20 SQFT + 16.1 /-665 PSF m 50 SQFT + 14Z /-2S.1 PSF m 50 SQFT + 14.0 /-62.4 PSF SQFT + 12.1 /-28.6 PSF6 100 SQFT + 12.1 /-51b PSF\ zO10100 ® a 10 SQFT + 312 /-338 PSF WALL © 0 10 SQFT + 312 /-418 PSF w © g 20 SQFT + 21B.1 /-325 PSF (9) 9 20 SQFT + 215.1 /-315.1 PSF m 50 SQFT + 28.0 /-2S.S PSF (F:) 6 50 SQFT + 28.0 /-35.1 PSF ca 9 100 SQFT + 26.4 /-26.6 PSF 0 100 SQFT + 26.4 /-34.6 PSF m 500 SQFT + 233 /-25.9 PSF 0 500 SQFT + 23.3 /-25.S PSF D GARAGE DOOR 8' WIDTH 10' WIDTH + 21.6 /-n.1 PSF GARAGE DOOR 6' WIDTH 10' + 21.5 /-31.0 PSF O + 21.4 /-293 PSF WIDTH O + 21.4 /-30.1 PSF 1 12' WIDTH + 26.13 /-2S.0 PSF 12' WIDTH + 26.S /-303 PSF 16'+ WIDTH + 263 /-28.5 PSF 16'+ WIDTH + 263 /-298 PSF CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART IS IN "ALLOWABLE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE HORIZONTAL AND FLATWISE AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN LOADSUPPER WALL TO THE. -STUD)E MASONRY OR FRAME WALL BELOCOMPONENTS SHALL BE E INSTALLED IN TAKEN WITHIN THE ARETHE SAME ORIENTATION, OF THEOSAME WOOD TYPE AND GR DNSFERRING UPPERIE, AND OF THE SAME NUMBER OF PL ESTO LOWERAS 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 31" 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/ k DIA. X 3" TAPCONS @ 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 321" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3z" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3-" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT • IF 1x-ATTACH WINDOW THROUGH BUCK TO MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLL LY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLO PLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLUWINU SHALL APPLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. U I z 0 0 w w >_ _¢ Ou p Q E x J Hall w~vN~ Z 000-o^,o 0 3u�n o�Fz� Lu w Z= 3 a Z= a >moZ »Ru� woo �z�z�., I- al~-oE �azw�� U = LL 0 2 F,] C Z W Z) -Oww ZinQ2 K Z �n w z � aLL�� �!aEG I-- ��LL 1O 2z In a c H Z Z Z w} 6 Z Q m W��o �zawo u,nz- z ,mop w z z H 0 Z W - J wBG Xwww� =Q= a� LJJ H 0 w N a3 U W � m N M o rn 4 00 ��Z 5m w w m�M W to - ,d m w w Z W OJ .i N � _: 0 LL 0 Q w Za>-m0'.2 W wv00 0 -; X Q Z 5 3 tY LU In J a W O a a Q i 0! O Z (VO O n 14 N > U-)m O M Q -0 Ln a. I ) Ln L_ Q �LL.� >' � M ce V Q 00 Q 00 E `� Z fu C:)� WW J c:) V_ mi U) ui O u) z .J .j < < F- 0� W �_ C) V a 0� �_ U) SCALE: AS NOTED DATE: 05-07-2018 SHEET NO. SN 1 1-T-T I I�TIrI- I i ITT -- - - - - - - — — — — — — I I - I I I I — — — — — — — I I I I I I I I L--------------� I I I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-0" TANK -LESS W/H 1=1=1=1=1= I i I H C G CORNER OF O O O HOME GARAGE SIDE 5'-U11 ( o STUB -OUT FOR O o o ;n GAS METER ;t o � N 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. V-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. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C� w J m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + 1-0" (TYP.) 6'-0" + 6'-0° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++ ++++ + \—RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE I 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB ruw v v.v. a OU RII`IU 01-1MI'M IVMILJ kW U V.V. CUUCJ 0 + + + + + 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 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. 900 HOOK BOND BEAM F F LLJ STD. 90° CONT. #5 CONT. #5 BAR 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 REQAblowck PER PLAN COLUMN ANDSHEATHING CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small ? min. 2" ) gap max. � 4 max. 4__TClinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 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 LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16" 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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �'/ Provide adequate bearing for each lapped joist. nails SECTION Qn INT. BRG. WALL MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BC15000s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s@ 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — —� Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — gman �101 WR=WM 6„ A 2" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap AV -1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 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 / H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM i a , SEE PLAN FOR—,-'°• a . • .; . • , FOUNDATION INFO ` d' STEM FOUNDATION GRADE REINF. SEE PLAN rv%, k.1111AoC 4 rlv�, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON f w/ (18) 10d NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION 40TE: JPLIFT VALUE S BASED ON >. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d' a �I Ir ik 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'41 PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d . a ° Q ll I I I- e a SEE FND, PLN. SIZE & REINF. Z W 0 w 2 J 0 p a LL= J Hall Wf_�<N - Z Wooer Mjo_P O 3:U.! 00­z2 W W W m 8 W gCuJ .y W m a" LL z0 -PRzo- WZ0a =oLLW o�aaow aLL=F- ZD, m2aC7 I— �C� ID 2: 2z to LLa°P Who=o 2.0 W - on 3 Z Q W" — >�oW WSW=a mo-� o ,zzl- �oG =W. w� � ~ a'Lw K _=v a3 0�~ LU VkDD 00 o00 m ul 00 wN UUj M� Z m Lu Lu a a- mmm ad VI Q N � W 0 � J UJ S�SmM� W � iY � O W UJ 2 7- LU OJ N U_ ^ Q U Z z M OU Y ccN W LU u 0-0 0 X a z Q 3 � N 0 ^o a z �o O OcV Z O NN > U 0 z M Q�-mt7� (n 'L 0 0 Q (1) LA- In �M V '—1 Q fl- 00 z� E� W J O UJ 0 V Z oc SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1 I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — - FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES INSULATION LE 5/8" OR 1/2. HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" 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) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. lx4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 Wl AXW1.4 WWF OR "FIBERMESH" I_ E P. 6 MIL VAPOR 1 p III" BARRIER D I I COMP. SOIL. ° (COMPACTED TO 95% _� I I I II MODIFIED PROCTOR I I II I I IllII I ILI I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" U.N.O. TYPICAL WALL SECTION SCALE: 3/4" = V-0" (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA '-SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) rl 4 x4 INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE 00 e -I I = = z N T \-STD. 90 HOOK (SEE DETAIL) A S3 OPT: DEPRESS SLAB 5Y2'' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS e. 4" I' cp '•� + III T 11_LI!= SEE A/S3 OR J/S6 --" -IL 117T-1 I I, , , I � 111- 3" MIN. CLEARANCE FOR REINF. INFO. 1!4- (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � — I I —I m =J1=— I o .. I ll lII I I I, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIII I T� III '- 8" 1 _.ice,,.-,,,7''r, TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR �r #5 VERT. IN FILLED CELL N G/S3 FOR ANCHOR BOLT INFO. I 5/8"4" 7 BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 10d NAILS TYP. N r 2x P.T. PLATE I ASSUMED FINISHED GRADE ? MONO OR STEMWALL FOOTING MONO SHOWN p o ° � D FOR CLARITY 0O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Z ° ° °� ° NOTE: g e ° I —III —III —III —III —III —III � I —III —III —III —I I —I I— N *FOR BEARING WALL 1=III—III=III=III=III T W/ UPLIFT ONLY I-1 I I-=1I 1=1I 1=1 I I=1I 1-1I 1=1 I I-1I I i i— Ti—iii—i FRAME WALL TO C.M.U. WALL CONNECTION KD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 c A d 00 SCALE:3/4"=V-0" S3 �r GRADE _ -(1) #5 REBAR w/ OPT. III— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" � O.H.D. RECESS T M N a —III—III i 'P 4"1 Er I IEI I II I•I I II I I a'.'' :: ' : IIIIT SEE A/S3 OR J/S6 L I i I I =, ,W I i LI I, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) T-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 3/8" MORTAR BETWEEN SLAB & BLOCK C I m I /ll AEI 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2"MIN. D D . 16'D ° TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 31 1LI /2"(min. - 4" I I—IZI —I� =1 —I I _III, ._ 111=1T1---L-II —L! E. (2) #5 CONT.11 �� I I_, I I,,I!l1�I I „I I IN 4,1-4 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" -2x STUDS @ 16" O/C 18ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2 " C CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) �3 1/2" MIN. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST LAYERS 3/8 THI K EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] FIBERMESH #5 REINFORCING EEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR Al #3 & #4 LAP SPLICE [GRADE 40 MIN. Fy= 40ksi FINISH GRADE ao RADE 60 MIN. Fy= 60ksi] M — — — a D . 25" MIN. LAP [30'MIN. LAP] � - 6MIL VAPOR BARRIER -III 11 : P ° ° I I-1I I=1I1=I =_ 00 R 1 7/8" III—III—III=III—, " T #5 REINFORCING BAR III D : I I —III —III —III —III- r Z ITI-ITI-� r=T=�r AP COMP. SOIL. (COMPACTED TO I I I I=1= 95% MODIFIED PROCTOR ASTM D1557) I ICI IIII� IIII� IT 11II„I I I—� V//-V 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� ,-0" CONT, BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 /2� 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 `I1 1T WWF OR FIBERMESH M II=III= II=_— — a M 6 MIL VAPOR - =!'', 1= - _ = 11;-1 =_ — — — - BARRIER — III IIImall=1— — — — = 1=1 1=1 1=1111 1- 111-111-1 4" 14111 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 #6 LAP SPLICE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —aNSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH (2) #5 CONT. 14d*I I—� I�;_4GI U.N.O. J MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"= l'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE D a p . IL REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE 10d NAILS TO TRUSS TOP CHORD PLAN SEE ROOF PLAN FOR AT 24" O.C. MAX. TRUSS CONNECTION SEE PLAN FOR x- INFO & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING --v - Z 0 ATTACHED PER NAILING COLUMN LOCATION w SCHEDULE >w w o w SEE FLOOR PLAN FOR U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE PLAN FOR SIZE AND r) REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR.� _ COMMUNITY SPECS SCALE: 3/4" = P-0' (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1'4' 00 112"(min.)- 4" (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 c WWF OR FIBERMESH M E `? ° I I 11=I=1 ff III- I n III—T—r• 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=l'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH N_ c 1 M SEE A/S3/J/S6 FOR REINF. INFO. i OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. rm SCALE:3/4"=1'-0" ��S3 EXTEND FILL CELLS c TO FOUNDATION PAD E m MAT REINFORCING. r ' M d I —III —III —I � I —I _ I_II1—I. —III—III—III—III w I.- w w �111=1 I I III-1 =- v )oc'� —III=1 .� °a — — It z� 1-1—1I1=1II=III=III 11=1 —1152 FOOTINGLu -1 I III —I 1=1 11=1 I —III 11=1 I I —III_ 11-1 1=1—I 1=111 ,� 1-111-1 I I— BEYOND AD REINFORCEMENT -III—III—i—' ' 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 z - RAD — — d Uw z xH aoo oatw 22Z 000�?o2O 3uVoEzw w z=0 a=dL �Z=cJc�mm u � w »°'v a°oaZa� z w -oww z�aaoz offaLL� F 'a�ro2<3 a LLa°oo=o w = �Zoz zE-E O �L7¢w wza— U- U w Z W o w= a Q mo-� wzFO LLI w, ~ w w > Q = w a3 U 00 `-' —' mo N m mm ii z ? M w w Mmm W �t In W w to om w Z x o o C4 m w z <>—cn0 W w c� 00 0 X a z w Vi a oc o o Z O < i O CD Z " 0�N CD cn > U) O M QU;-M"' d i n - Ln 2 Q L-Ii� F- 0- M ce U fu Q Z � � W ui 0� ui V Z a SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M - - - - - - - - - - - - - (2) 2x6 OR (2) 2x8 I I TOP PLATE SEE PLAN I I (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION I I 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED I I DOUBLE 2x TOP PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION I L- - - - - - - - - - - - - - - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 Z'(T YP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ++ CRICKET AS REQUIRED + SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 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.) -ROOF 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 Ac @ 8" O.C. OR 4d MIN. EXTENSION FROM Inj DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J a a a a a 11 a a 4 a gSTD. 90 HOOK 8"IR 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 INE NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-V IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J T > T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER Ill�i� CONNECTION ASSEMBLY ;; ... GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a a 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. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" D SOLID AREAS ARE D STEEL AND GROUT D D INTERIOR WALL D D D Ct DOOR OPENING DOOR OPENING EXTERIOR J D WALL D ❑ D D D 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL d ° DOOR STOP W a d 0 MOLDING r g cod GARAGE V2_16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 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" O/C FIELD :BLOCKING 2(TYP�/ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT I IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE 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 N. f�MiN . �10d @ 8" O/C STAGGERED FROM BOT. V� ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W1 T �4�16d TOENAILS TOP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C rw� SFF 01V N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"---" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V - 4' 1) 2 (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (21 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE '--2x STUDS TYP. p� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SP4 SP2 SIMPSON SP4 8P2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 a. P.T. ATE SIMPSON SP4 d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED co J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) > (3285# SPF) > (4065# SPF) > (5665# SPF) G (6865# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT O 1 1 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 ROOF TRUSS ABOVE f— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) CONT. & FILLED il#5 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. V LPLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 L MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. w Zo ow =QOv Oat-`= J I-2 w�� Z va,~O 000^ moos;, 0 38 W°Oa2 W _ o J w w m O 3 LL Z zV avOi zoo b o, p zZO=Z ww aO ZiZ w, oLL aFH Lo >QO¢ w20o- ~O H W 2 2 2 LL pZ2E Zw}2Z 0 LL w��o �zaWo U v Z — mo0 w -IFD zf-0 0 w - W X:ww>� woG 2 U w w W Q -ate Lu 0W� N a3 Vto N m N m o m Ln 00 m W W Z m a a of Q N MHE W 0 O W o v) oC 'T O W w W -A N by) ,Z V 0 u- Q w Y z a -4 ° Lu Jc�00 —; X a Z 3 �� N g a oe o z O'o a 0 z� 0 � n H M O M Q a Ln d (� •i - u a 'n M U ry ,-I C- OD Q 3: z to wJ 0 J ui 0� ui oi� 0 V Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. I L_ — — — — — — — — — — 7 SEE STRUCTURAL NOTES AND TOENAIL W/ 2 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ 18 BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR () ( ) 'I1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2x4' 1 12 AT EA STUD USE SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND 24 AND NAILING SCHEDULE " O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR 771 ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 1 Od x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LE LENGTH (SEE TABLE) (SEE A APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER FROM LEDGER TO 7/16 OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ----------� ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED �• END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SIMPSON HGAM10K1 w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE S ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 48" 2x BLOCKING M 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2) 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 REFER TO DETAIL J X- R SHEET FOR AND TOP iv N �, M SEE STRUCTURAL NOTES AND NAILING 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD CHL. CHORDBLOCKING OCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 0o O0 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2 It 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES co co APPROX. 8" FROM SHEATHING TYP. -2x4 RAT RUN BRACING " RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24 O.C. ON TOP OF 1 1 2^ t t 2" EACH JOINT W/ (2) 10d & (2)10d TOE AT LEAST 90% OF WEB BOTT. CHORD FOR 4 NAILS @ EA. END LENGTH (SEE TABLE) TRUSS SPANS ATTACHED W/ 2 2x4 PANEL BLOCKING GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" -16d AT EA. TRUSS JOINT " " " �� (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED „ W/ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS T TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ 12)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DQ ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONKDB E U C , SAME NUMBER OF ROWS, SAME SPACING) SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 4INIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES .00ATIONS) 1Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MINrj_'_ SEE M/S5 CROSS BRACING DETAIL 1 SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) rAT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE tNAILS 7/16" OSB SHEATHING FIRST (4) ROWS OF ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6-O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d 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 nt--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" Vj_ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL IS5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48'' O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \1 � 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. .r/Iv��i I■�I ARCHITECTURAL FINISH NOTE: ' EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - V-0" 6'4' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4)1/4"xl 12' SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS DS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=l'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK « 11'-0" MAX. 0 CORNERJACK C7 Y « a a w z Ix 0 U , HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U l] O W W = J80 Oar`= J aL9Q F z °�z� w >,Lmc� 3 zUa L.L >>�ur� � apoP �aza'n x— LL O p i e z w OW W z,_-aa Oz ii F0LL �- �LNn O� W W 2 O cf- H Z m z w>- z 0 W _Z w Z — LL U—¢ O z W 0 moow wozmo 0 WZ- Iu wwG F- >� W U W Q a W K -ate oW� cwn Q3 cr J to N mo c4 .l m Ln `I° M 00 mm (� w cm jM w w mmm r MMM LU 0 J mmm W t/1 OC 'oto m0 w C> w Z W q N 0 _ _ VI O �LL^aLu m o X z a W wuooci X Q z m� g < 3 Lu ce o a O z a CD Z r*4 0 � n > Ln QU-)-fpLn � O M a cii '>✓ � Ln � Q CIL ILL V a� a z�� `. U-1 c� w J � U) ui o� J Q F- UJ 0 0 V z U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. S5 — — — — — — I - I I I I I I — — — — — — — I I I I I I I I I L--------------- I I I _I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB X\\ 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 ANCHO\_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 DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-Ki FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"� 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16"1X8 TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO P.T. STAGGERED @ 16" O.C. 2-ROWS INTO iX8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3�1 DETAIL lx4 P.T. & lx8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 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-Kl 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P T LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 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 2'-0- SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. �1/4" MAX EMBEDMENT INTO .) 2-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 , GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLSVIL-V 1. #5 REBj (TYP,) STD. 90 HOOK (1 Ella 7/ t 15" NOTCH WEB AT FIRST 2 COURSI 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3' OCCURS COVER 6'-0" F.F. P D III _III- P III —II—II GRADE N ° 'P M e z (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) ME :S X TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP) �ST.90" HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. 4N ` TO TRUSS TOP CHORD FHO'T/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + +rl SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS Q= cuGGT 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" IOTCN'�CB @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �---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" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 4 COURSES SOLID WiGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN ' .;' •� .�" RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3X' TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" SCALE: N.T.S. #5 BAR D . , 1011 CENTERED W/ p H b° IN TOP c KNOCKOUT/ c� ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN p °. AND SECTION DETAILS -I CLEAN FILL DIRT r; Z STANDARD c 96 HOOK N #5 BAR IN FILLED CELL t,° 's v °s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. w zw z C. W w w a 0 O Q ri = J F=-aoz w�,naF Z 000^ F'oozc) 0 ?�v�n o0}Fzo Lu O¢ wR w.>,Lm >iJZUE Z w -OLL w z�na¢O W ¢ w= H O w- 2 a 'U P w Ln LLz2Q ¢OOhac ¢..y � W W J=� ,w O -_z_ w- U v i z ui Z z w 2¢ a W o w w V w o 6 w w z K H- 0 Lu wo ==G ~�ww a -ate owe N a� U � N Nm -4m Ln oo T u u ON Z = m LLi Lu a a mom & "' Q N mom W 0 d �mm W N= dam' 0 W w _Z w O�ao 3 m W -i N 0 u- ^ Q Lu Y CN Z a o G Luuj0 � K a z 3 LAJ IN Q � o Z O �° a i O O Z " O�I� 4 r>-i�MO M Q o Ln • a In 2 V_ Q LL uM 00 Z co ww0F' J0 d- U) ui ou) uj 0 V Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. ss 0 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER TAPE EXTERIOR SHEATHING (ASSEMKED W NDOW ) WEATHER RESISITIVE :z 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 MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FWP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW 1 L/1JI IIIYI] SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE r �r1a n m �a SELF -ADHERED FLASHING O WP07 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. . ' SELF -ADHERED FLASHING:. . 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. ;.;;:: UP JAMB 6". USE LIQUID NAIL BRAND ..: :. .::.::::0:: OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS ;::'':• " ' UNDER DECKING (SEE DETAIL WP07) SUBFLOOR �. SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH A Al ... ( 1 2V I V0 SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING SELF -ADHERED FLASHING i FLANGEDWINDOW (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE EXTEND A MINIMUM T ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 WP05 SELF -ADHERED FLASHING PATCH a SELF -ADHERED FLASHING INSIDE CORNER Ground 7 FOUNDATION WEEP SCREED Water Resistant Barrier Lath Sheathing Stucco WP09 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (611 x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL WP101NOT USED [WP1 1 NOT USED WP 12 e SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 Z rV 0 au N > O M Q (!) a u Ln Q L_LL� fl- F- . �^ V ry Zfu WJ C) tF- LL O OLIJ J UJ SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. W P P Florida Departrident of Business & Professional Regulation Building Codes and Standards Product Approval Application Debll Pop ' 1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I s/m1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicator DWII Page I 1 v2o1e E69HO1Ra gala glka WY.PspdMa QYa FL02Ml4U cm EmmL9[ 20 gate D Ddl FLA2Ml4Y2 290 Ely Or tits bMM 2dLENIdm 20 MGM YerlN Ilem�. cwlard EogMae3.Yoapae vwd.tedar Ydmod AMEELW RED AN Vol Approved Ron tips Version NalmuMgWm contact Papioo[.a.Ltesnw vrW.teeea llalMtled auflmmed Ptic.Ap�lml Approved Sofro Orate YasMn NamlleNee gonMgt Emkoesei.Llam v.adreda iwhk d N &dE FDCApproval A Nesd ttaaa Revision 2017 Therms-Tru Corporation Rick W60M LyrMon F. SduNdl, P.E.evision P.E.E 1w1d/M17 07/12/2077 1wiB2017 12/122017 Approved 2017 ThonhOTru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kip, P.E. 1NiYM17 07/122017 iona12017 12/12/2017 Approved Revision 2017 Thermo-Tru Corporation Rick Wright Lyndon F. 8ohMM, P.E. Ryan J. P.E. long oil' 07H22017 1d18R017 12M2J2017 Approved Category: Exterw Doss (419) 2WI740 PE-43409 (8813) 767-0555 Cab": Exbria Doan 288.1740 PEI3409 (813) 7875655 Category: Exterior Door* (419) 2WI740 PE43409 (613) 7674W5 SubCabgwy: Swinging Exterior Door ANw bka rickwOnwbldgconnwtaraa. SWhglg Exterior Door Aaron richw Mltlpoxwmrasnts. SmrbCateOory: Swinging Exbndr DoorAtawnaW rickwOmwbWgaorwWMras. Coap*arce NWhok Evolualbn Report tan a corfl Comepaerce Ilalhod: Evaluation Report hen a Compftp a cure coo Comp*rce MNhed: Evatuetlan Report hen ■ can Fbdda Registered Amhesd Or a Lkxrrsed Florida Florida Registered ArMtW Or a Licensed Florida Florida Rogiasred ArquleO Or a Licensed FkxWe FL&20"14lt2 ProNeganl Engineer Produces FL/2asNR2 Prof a al En9k-r Products Prolesebnal Engineer mat gpamtASNmopa %�Em�o.D.e Approved Lot Use Aaarovetl ISHVINZ 9mY�00Ii for boat gessis Bedlam Pass9(s Dew 9irllhcAesu� Productorenodw SammdExpf�nDab Aso[ for Uss In HVHZ Outside Use HVHZ iDOWN � Ruisbut pa Damp gm ilaLAesmlmooa ImaEL2wdmm 22mmtEEkw.81t Appmontl for A ILim 2WIW Use k= IMR19 lm Daa Bob= Eo 1 a Tlwm*-Ted FberLWak and Smootls8tr Nominal 86f39;8 &quokNorl4W&a&quot Opaque 12212= No Yes NO WA 6 t ThomwTru FlowClmle and Smootd-Star NaNnal 8811lirgatNoMmpadBquol; Opaque IV31/I1)20 No Ye* No WA 9 1. ThermtTru F9xr-CWssic and Smooth -Star NanYW 66f39;6 Squottion-bnpapBpnt GYzod 12131202D No Ya No WA CprnposM Edge Faerpteas Shgie Door Composite Edge Rioughose Single Door Composite Edge Flo rglNs Single Door (ImwingiOrglvpg; X oorlapuration) (InawhplOubwlnp; X configuration) (InervingrDmaswig;.X comfpuratbn) FIJ]64NRa FLasONIRl FLs204e1R3 290 Emsirpr 20 20 Qribndlm gate 2m 1MYOLe am 20 2dLEMOM 20 Smdt Emlda[ go 20 21KERM m go ions Vaalm atarlsiNlm famed EadpaelLJreOa 1(aldaYdffi XWdmlad Auhmod PBG.Aa9otrsl ANrerd AMtm MEN Yammn ftnubeturw gmtvd F.mloes[al vaimewBy lwiiw IREEM lid Approved am Ted Ysolm mmmmom samad EmMaacEllpapat Ymlldtlmlh Pali m SOMM F.BgAORMW Asumud AMoa Revision 2017 Theron-Tru Corporation Risk Wright Lyndon F. SWNN, P.E. Ryan J. Kkg, P.E. 12fl3r4l? 12113,2017 1221/2017 Pending FLLC Approve Revision 2017 Themu-Ted Corporation Rigs Wright Lyndon F. Schmidt P.E. Ryon J. King. P.E. 12/1312017 12/I M7 12212017 Pending FBC Approval Revision 2017 Thermo -Ted Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12M 32017 12fl &2017 1221/2017 Pending FBC Approval Category: E.Was Door (419) 298-1740 PE43409 (813) 78743555 Cats": Exterior Doan (419) 2WI740 PE43409 (813) 7674f665 Cate": Exterior Doors, (419) 2Wl740 PE43409 (813) 767.6555 Subcategory: Swi gong Exterior Dos Assemblies rkka®rwbMpmnweaas. 3ubC&bgmy: Swinging Exterior Door Assemblies ddmvlanmldpcomultams. BWCMegory: Swinging Exterior Door Assemdw dUovOmxDWgconauasfrM. Caagernu Matlnod Evaluation Report gram a oom CompSana Metlnok Evaluation Report from a coo Competense Maticd: Evaluation Rapist from • oars Florlda Registered Amhbd a a UoKmd FWnda Florida RegisMmd Architect a ■ Llwnsed Florida Florida Registered Ardnbea a a Licensed Florida Nob"bnal Engineer Fly Professional Engineer PmbsWonal Engineer t P Conked dI Adaidalas Dole Appm, HIMSd to, Use Apr 10.Bo fMa �� 1mPARIst gMIsu � Ded! ProductS�Eedma.o� Inlmli Aoubme BW Wm Pnwu Des! Q2Ed Eammlmo.Dole mlBOfi amimm Pmaeefo 1 a Thermo-Tru FBorCWsW rd Snaetl�SW atomised 88Ki9;8 &quotNOMrnpWSquot Opagre 12/31/2021 No Yse o !b WA 8 1. Therma-Tru FawCMsek and SmwoMStar Nominal Slli &quotNon-Impac*uo; Opaque 12131rMl No Yes No WA 9 I. Themna-Tru FaerCWNc end SmooMStor NomtW 6&KW;B IlquotNon-bgad(iquot GMzod 12/312021 No tea NO WA Conpceas Edge FlDergtese Single Door Composite Edge Faargiw Single Door Composite Edgs F9laryw Single Door ammbsdkK k (InseWeyGubwifg; X wn%urow) OmaMY0u1wHn9; X configuration) DumB.9rbdo (IrwYplOuMwig; X oomlpurallon) Florida Department of Business & Professional Regulation page l a 1 Building Codes and Standards 1/5=18 Product Approval Application Detail Bea Side Em®La lift gale pmbpw9lm 291 teal YSmm NemdesYlmee consist LmlpaNdlLospae valved aw Ydwod DWmIYd FDCAMMVMI Approved Elm Revelon 2017 7h mwTru Corporatism Rick Wright National Arxaed4urn & Ryan J. Kong, P.E. 12rAM17 08212017 12r22/2017 Approved ptisgary: Exbda Door (419) 296-1740 Mallagenefe hnWute (813) 767-M SubC*Mgoy: Swinging Exestior Door Assemblies ridseOmeWpconerNonb. Cowpprce Method: Cwtlllcedon Mark w using pant "111111-11M, Products gpatlaCAesmraooa Aggrieved for A -roved for !!g Impact Desim Dot P dpBmp In HVHZ Ckdkb HVHZ BELEw Paasus 1 a dquotCYNWCrM&quot and &quotBenchmerk by SM and 0 Opaque And Gtezed Fbag AU (low with 1213irMl No Yes No WA Tharna-TruBqupt and without SWORN. hawing And OuMwhg Florida Department of Business & Professional Regulation Pogo I of 2 Building Codes and Standards Ir"Is Product Approval Application Detail P1,82OM1$i mom 2dLboma iafosd MIa Version Nu m bm- SaWsrf Eoalonca Lb-v ua.bd aw Yd�Malm amm w od PWAncreal Ag bB*Ya Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmdt P.E. Ryan J. King, P.E. 10/1512017 071122017 10tiVA17 12(122D17 Approved Category: Exleda Dann (419) 296.1740 P643409 (813) 767.OSM SubCategory: Swinging Exterior DoorAsaaMlies ddnaQnatkilloomitillanb. CoepUn Method: Evaluation Report from a rxxn Florida Registered Architect or a Licensed Florida Probulo" Ergkeer FLMIS 4tiPm.ela aw Product BOOM. slumber orMr In HVHZ tlWd&HVHZ Bum" P- 14 n. Therms -TN FbrC4Mb and Smooth -Star Nomhol SMINO &quctsion-In"ctdqud; Glazed 12/3t/2020 No Yaa No WA Composite Edge Fb&VW- SkVb Door (kwei gfoubwig; X mnla ton) Fina201NR3 sm EndW w 21k Dde DlU Pmlc im Dale bee YMNO mmiwkgmz Consist EB9looLLW n VaLmewerr YamAkd a9Lmum FOCAooraval Aaoonm aMaa Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, PA 12/132017 1213r2017 1221r2017 tics FBC Apt. Category: Exterior Doon (419) 298.1740 PE-43409 (813) 767.05N Subcategory: Swinging Exterior Door A N Mies r1clowilineloidgwirsuflonts. Cowoff p es*wW. Evaluation Report from a corm Florida Registered Architect or a Licensed FlorWs FL12O4614a Professional Engineer Products sea! B g1aesLAesempa S8 AoomvedhLUS, m An,,O l0ali D111dtlo-HVM d.forUss IMRId JMahiam 21" Ptsempa 14 n. Therma-Tru FberCiaseic end SmoodrSMr Normal B&M;0 &quotNon-Impad6gwt Gained 12131=1 No Yp No WA Composed Edge Fawglass Slgte Ibis (MarhWOutewWg: X mnapuatlonn) Florida Department of Business & Professional Regulation papa 1 or I Florida DepaMlent of Business & Professional Regulation Peg. I or I Florida Departnant of Business & Professional Regulation Paga l a 1 Building Codes and Standards II6018 Building Codes and Standards IlMIS Building Codes and Standards Ir will Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Bd3321I-M 2411111 Lift D*M 2oM Dab Paulam 21M Mu1nn4M Dale EmmlB gem gilt Deal Pak m gate B, S94e Seder Or 210 gall Deb Pendkw 201 teal version Ilaommdadlpac Sided Enobwa Lis VaNdobd By mood od Dahmllm FWANsi1rl Approved am& MISS YSmlon IhnuhwW [ Sanwd CminrllMM miuma gm Valdaod aWedBm FWA=wM Amarolved Dlmla bee vow- Nadddtagan[ ggma6 EnamELLLlpapas Vagd.Md av YdNNm aWalod lEgAapresl Approved DMaa Revision 2017 Themes-Tru Corporation Rick Wright National AcwKWoWn A. Ryan J. Keg, P.E. 1220r2017 OW21/2017 12222017 Approved New 2014 Thorma-Tn Corporation Rick Wright National Amadbtion & Ryan J. King, P.E. 0720I2015 0501172015 0726=15 Approved Revision 2017 Tharme-Trii Corporation Rick Wright Lyndon F. SdunWt P.E. Ryan J. long, P.E. 10/18M17 IVIS 017 10I2M17 12/122017 Approved Category: ExMnor Doom (419) 296-1740 Mange nt hatate (813) 767$565 cassgprY: Exterior Door (419) 298.1740 LAarnapafeft MWte (813) 7B741565 Category: Exterior Doom (119) 298-1740 PE43408 (813) 7875555 subcategory: Swinging Exteror Door Assemblies ddraGrvhldpwn rultants. Subcategory: Swinging Exteda Door Assemblies rkkworrbWgcoroubn a suhCaYparLr: Swinging Exterior Door Assemblies rldMxOrv/bldpoontutisnb. Cowrpltenn Mathed: GdMcntlnn Mad or Listing oom Cempllrra Masud: Certification Mark or LWJ W Oar Compllerrn Mathed: Evaluation Report from ■ osm Florida aaci w a Uanaed Florida "52254114 Products F7f17747Re Products P�lonci ��r Dot 9WYnLAam*f6a AoeMrd!>IttM! Approved .for Usat Product Description contract E a InHVHZZ OulddaJMIZ ]mom D"Ion B.edSm Palmed ant Aaaeted for Use AoaeletlsalOe Product Owdodw Sam In HVHZ Outside HVHZ Issued D"lon Rwist t Prpawm n&6404tt Products 5 e. 8quo;SmooMSYar&quot and aquofBenMmark by Therms,Trusquot alb and 8/0 Opagm and Gazed Fewgku Door wkh 12131=1 No Yee end without SilebskawUq and Oubwi g No WA 1 a. Opaque Fiberglass Door Nominal 3&f39;0 x 78AG;0 Opaque Fbwgiaas Door 0713112019 No Yee - (Inawing / Ou"ng X Cmfgwodb ). No WA Dot Product Mod4. Nu bor Or Mama ANroved for Use ANC moat 21WM Product Dasoriodwn Contract EDkadw Dab In lVJi gmpaNe HVHZ assistant Ppppys 1 a. &quafterCleask6quot, &OuotSmooDiSMr&quot, &quotCks*WmMquot or &Wot;Cln loCmft Rmbc&Wot 88a39;8 &quoklmpeo5quot GWW Faergtesa 12/31=1 No Yas Yas WA Single Door - OQ h raing or Outewkg Configuration Florida Departrident of Business & Professional Regulation Building Codes and Standards Fags 1 a l 1/52018 Florida DepaMlent of Business & Professional Regulation Building Codes and Standards page I of I lF.W1e Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page, ar l I/6/JOte Product Approval Application Detail Product Approval Application DletaU Product Approval Application Detail Product Approval Application Detail RISE low version MERMOM EmmL9r Samest EogboLL f veaen.daw Des D*M Do* Paadlm Yaudod aWMIYm PRO Approval 21M Approved At" M # 2epa tea Verdon IYmlieftear E WW Or Comet E-b-aLin Validatedaw sea no Dab Pondbio Ydid" aWmmd FED Ammd 20a Apsmd bBWs Side boa Ymmn Mm11MrAmc WNW N gamed EoommEALl Vslilmok Dais 21M pop Pwmm bldod aWmlMd EIGAm®MI Deis AN®ed it" lose fade Ys.lw Elliggliffillow E MN or EnaloescLUk Vwd.Wa1 a& list Yafddm Amhmmd Dab P&Wkw 21M FWANe>asl ANread AMR Revision 2017 N Wbodolws and Doan Category: Exterior Done SubCob": Biding Exbrlor O=Asewnbks Camp*arce 11a*rod: EvaMeatice Report tom a C..p - M.N d: Ev ice a a Lkenasd Florida Florida R -* Enpk r Bent SlWger Lull Robeto Lomas Steven M. Urich, PE (717) 3653300 PE-62514 (717) 317-8454 WMnverOmiwd.wm 081132017 00/112017 00/16=17 10'102017 Approved Random 2017 LN Wlndoes and Door ry: Sk Doors Subcategory: suhCatepory+ Bathers Exterior Door Aeewnbltee ConWHo ore 910hod; Ewkw on Report from a Florida Registered Arch lea or a Licensed Florida Profe**Wsl E Engineer Brest addow Lute Roberto Loma Steven M. UrIch, PE b*Wgo -33MQmkv PE$2514 (71'Y) 31734N betingefOmled.can 04/13r2017 MI12017 08116=17 10/102017 Approved Revision 2017 MI Morclows and Doors Category: Exterior Docce, subcategorry: Sitting Ederw Door Aeeenlbasa Evaluation or a Report from • Ca �tence Mead Architect Registereddeer a • Udmasd Florida Professional Engineer scot sma ger Luis Roberto Lomas Steven M. Urich, PE gm 385-3300 lxxn PES2514 (717) 317-0454 bsWge W132017 OB/1112017 08//6M17 101102017 Approved Revision 2017 N vVhCows and Door Subcategory: Crse s s MWl Doan Fl ea red Ag ExN��D R AssoReport Florida RapMbred emitted or a Licen*ed FiorWa ProNsebnat Engineer Br*m Stenger Lute Robarlo Lomas Sbvwn M. 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I of I Iffiale Florida Derbrlent of Business & Professional Regulation pa eg Building Codes and Standards pope of I I/ OIS Florida Depertrnent of Business & Profesaiol181 Regulation Building Codes and Standards papa I Of I I/520I$ Florida DeperhneM Of Business &Professional Regulation Building Codes and Standards FaIA 1 a, 1/s2wa Product Approval Application Detail Product Approval Application Detail Product Approval Application [!stall Product Approval Application Detail N M52324U lmde bee YamMn YemdvA.c EmalbL9r 2rYgt P.mMee.D:MM V Nd Mda, 2ma side 2ALEO.m VS1W ed AWN" FWAN®el gffi ANresed AN" FL=14tn Smtle LM Version lsimltapa*x lamb= SmMrd E-ni a &LMeme VrM.Mdw Ida 20 DidePw.m INWom led FBCAmLeal 2"k Apelvad DMhM FLMS2764t5 Sdtle lope Version Nwlrfaraler EaNtLK contest sookuL lkW Vrldamm go Rife 20LEw.m Vaidoad arbow FWAmrwW goo ANmoad AN" FL MI2ll�-M bed gale V.W- Namdaonlm SWELL[ Same& En b-ALlame V.bddbd9v 2ma 2d& YsYtlom DWrlad 2ALbo.m 20 PEgAaamesl ANlerd ElaOa PAVWW 2017 N VwMows and Door Category: Exwlor Door 8ubCstepwr Skint; Edeior DoorArefroses Blom Sserger Lute Roberto Lomas Slaved N Urk*% PE (717) 3863300 PE-62514 V17) 317-8454 heMagarGmawd.m 09/1312g17 0111/1112017 W15M17 10110=17 Approved Revision 2017 POT Industries Cabpory: Exterior owns op : SWkg Exterior Da Dean Revd MtemFDods BCCO - CER Miami -Dade BCCO - VAL (941) 48"100 (708) 315-2590 dnadpptlrrtrW.aom 12r=2017 11282017 17f252017 Approved Revision 2017 Clopey Building Products Company Category:Exterior Dom bcatery;SenwasiecF.W Mark VVas*f ld Inwbk Teattg Services NA, Gary Pkehlor 8Ia (513)51948 11/2W2017 011111012017 12M11=17 Approved pwmm 2017 C" Building Products Company Subcategory; oml Exterior Door Assombfin Mad VVNMrIbW Inwtek Testing Smkas NA, Gary Pk*hW (5 5 B dmaatereMOeOWY.w 11/292017 011MOM017 12r0502017 Approved ospaced C*M*rodEval ebw ROW tm a FmWiipi ASAW Or a Lio FkWa Protewlmnl Engineer B,eN.1�N.P Cow*drMethod: GmeBmatln Mark Or Lop 2dmo I'M52794421 ProseM GmplWne Method: Gferr0n Mark w Lsfnp B PfedNM CwMethod: GrtlRndon heed or Lieft 13 Approved ter ties Acarwed ter ties homed DOW" aaasr ANprace Approved for (Me Approved lot Use hrt police dosser Asauraraa Aowatl for Lms Approved for UN wM Dom col Dot Product ModL RMILEER OF Maine Product OwihMm Conbad Exokatim Data IaHVHZ Outside R.WW pa Dist Product Dmdodm 22WMdZ=bdRft2ft [,HVHZ Cub"&HVHZ BN1Wm P- awt Product Modsl.Number Product Description 220bglMkMW.Dde in HVHZ Owdealid, HVHZ BUNN PrfeMlm AMA 5 SERIES 420 ALUMH M SOD REINFORCED gmalLaa 22UkNtXMklU2a2M SERIES 420 ALUMINUMSGD REINFORCED)= 12031,2018 1435gmdpA88quot Approved for ANroved br Use In HIM gmmigam L No Yas Impact B EEM No Doolcon P-rs WA 10 SGD-55701Larige Missile Impact) Vinyl Sliding Glass Door 04/142021 Yas Yas Y" WA 37 037 VV6.09 PAN-2F151: 84A, 94, 73, 75,1500, 190, 76, 76V, 4RST, 4RSF, 6RST, SRSF, 2RST, 48, 42, 55, 48a, 428, 55S, GD5S, GD6SV, GRSS, GR5SV, ARSE, ARSSV, EMS, ED5SV Steel Pon (min. 25 ga.) SlnpMCar (up to WW wide) 0521r2M WINDCODE&0174; W5 Garage Door No Yas No +30 PSF/32 PSF 53 063 YEWS PAN-21`163: 84A 94, 73, 75,15M. 190, 4RST, 4RSF, MST, BRSF, 48, 42, 55, 488, 428, 55S, Goss, GD5SV, GRSS, GR5SV, Adds, AR5SV, ED58, ED59V Steel Pon (min. 25 ga.) Double -Car (97 W Wir 052lrMS wide) VWiDCODE&e174; W5 Garage Dow No Yas No +30 PSF/-30 PSF ammbsd" Florida DepaMLert of Business & Professional Regulation Pros 1 w l Building Codes and Standards IMMIS Product Approval Application Detail B#152i9-M cde EmIMOrr Ra R a Dom Paudlm gate bee Vwdm Isi EALRE K camerd EmmELLL m= IOIMoedJN Yaltlom DWEW FIND ANmval Aarpmd Dims Review 2017 Cbpty BUM V Products Company Mark WVesbrllaM Interlsk TOWN Savicas NA, Gary Faehter 112a2017 0111111042017 12105/2017 Approved Category: Exterior Doan (513) 770-0062 Ina (513) 519-sw subcategory: Sectorial Exterior Door Aaasmbltes-wmsbrdd0dom.can Carlplas abtmd: CaakltWn Mark or LWhg guesMAelwooa ANr,,d#WU, Approved for Use broad calm Awl EMMOLgEmbom Contract Emetloamle it. HVHZ ONOWLt= Baaoom Fa as 085 WY&M PAN-2FI53: 73. 75. 84A, 94, 42, 48, 42B, 4m, Steal Pon (min. 25 gat) Sko&Cw (up toWW wide) 0621/2028 No Yas No +38 PSF/-42 4RST. SRST, GOSS, ORES, ARSE. EDSS VANDCODE&0174;Nor Garage Door PSF Florida Department of Business & Professional Regulation Poe 1 or 1 Building Codes and Standards Iffimi8 Product Approval Application Detail Bum raft EntlSLsi DSM Ddt DebPawWm gate Mtn Version N MdONZ Sadist P.msiac&Liranoa lsildmw Be YWW" ammemNm FOCANrolel Approved Ewa Revision 2017 Par kduatrbs Dean Ruark MtemFDede BCCO-CER MWN-Daas BCCO-VAL 12202017 IZOM17 12Q5=17 Approved Category: lLaxdowa (941) 4"00 (780) 315-2590 greC*tepoy: Single Hung druwkOvg*WudrW.can Compliance Molcd; Cwtl6eWon Mark or LMkg allow AN[evedtgUn Approved for Use Impact now 7 w"M (Large VAwaft Wixo ) Vinyl Skab rung Whdaw 07/-G= Ya Yas Y" WA Florida Deparhrrent of Business & Professional Regulation F.g. i a l Florida Department of Business & Professional Regulation pas. I at I Florida Department of Business & Professional Regulation Pape I or I Building Codes and Standards 115MIe Building Codes and Standards I15=18 Building Codes and Standards I/ mill Product Approval Application Detail Product Approval Application Detail Product Approval Application Cletall Bt1§2794E Sradt EntlaLa gate no 1LME1e.m no P1111517-R7 Srda. EIpIpLe no 210 DAN Ftndb ¢ go $M74N-R2 am E W Or goo gale DaM.ewmoa Bate lope V-1- ELLEBELEEM gpaMrd EmlodrlLlraaoa V dki bd 31 Valdded aWmllm f1LC.ANroyd Approved ANN lope Version NMWaMm cormd Esaloesrll - V Ili W 1 v YEMesm aWmod FEDANralel AN®ud sops bps Yrdon maddsed.[ c9med EBaMetllraaw v.Ikhd d lb YdNam aWmNm FBC A-mrd ANrovad AMM Revision 2017 Ciopay Budding Products Company Mark VVMWr1MW Inbtak Toasng Services NO, Gary Pf shw 11292017 08/10r2017 12052017 Approved Revision 2017 CURRIES Division of AADG, Inc Dedic Dave UL LLC Ted Semen, PE 11/3012017 10262017 121115=17 Approved Review 2017 MI Vandoes and Doss Brant Stenger American ArdWachrml Stevan M. Urich, PE 1201 17 12/13/2017 Vermont! Cabppry: Exterior Doon (513) 7704= Ina (513) 6194MS Category: Exterior Doom (841) 494-2844 (305) 88&4707 Category: Windows (717) 385 9300 Manubdursn Aesootetlon (/17) 3175454 Subcategory: Sectional Exterior Door Assemblies mweaterBeWOdopay.corn aubCwaory: Exterior Door Components deve.dedlc✓tieswbloy.a Subcategory: Single Hung bs*IngerOmtwd.p Complie ce Weed: Grtldntlon Mark a Listing FLIFIS27111141211 Products CompNrce Method: Gftldutlon Mark or using R.011937417 Products 1r CmpNrca MW od; cerescedw Mark or Lidding FL#174894t2 Products aaat Approved telhe ANroved our Use contrestEa o 1nllYbli OLOWDHVHZ lmpat Deslm l3elWm Pares sat 2vwb-Aalolra Anaesrdfor .Use ArFOMW 101 Use P S Emloli as o la, HIM gmumaim leatigt grim nowdw Pmrmla toot 110"contragtElsolo Aaaes dforUse Aoatmmdf ribs In HVHZ oumi"HaR mom gala BEELLEE lhesms 102 102 We-18 PAN-2F153: 73, 75, 54A, 94, 42, 48, 428, 48B, Steal Pon (min. 25 gat) DoubteCar (WY to1&2' 05/21rlM No Yas No +37 PSF/-41 1 807, 707, 727, 747, and 847 Single and Pates of Dons Flush, Glazed, she Louvered single ate pain of 12131=5 Yas Yas Yea WA 2 185 SH 52x84 FWFlar" Fame IG/SG Single Hong f ONa2ole No Yas No +801-50 4F(ST, GMT, GD6S, GRSB, AR53, Boss weds) ININDCODEdt174; ate Gangs Door PSF hodoe meW doors. Florida Deparin»nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop I or I Florida Deparldnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page l or, 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop I or I +/Hale "SM14ta Sddl Ends, or no DW DebPemlm go "&us4to Cede EndMon go go DOPP Wkm gM m O2434M Safe tabor goo Rik DebPmdim 21k bed )(ammn NWANUX Sanest Em11LesL Llae V.BddW0v YdidMm 0apmmw PWAN[oval Ams®ed alma bed Yatdon maddiahlo[ Samar MoobaK .LM= YdMdmJE( Yaidad aWmbid PEgAss®rl ANmovd At" MIN Yamdon IMmlaggim ceded ZoamuLaimm VMMORBr mamod DWmmw PWA.®ml Apml®md am" Review 2017 N Vwndows ate Doss arm Stinger Artrrican Anh8ectunl Sown M. Urich, PE OtA032015 01/03/2018 Validated Review 2017 N Vwndovn and Doss Bnm snow Amoricam AmlVledunl Steven M. UrW PE 1203lrA17 121312017 01104r2018 Approved Revtelon 2017 PGT Industries Dean Ruedc NNn4Dods SCCO - CER MWm4. a SCCO - VAL 12202017 IZOM17 QQ11 017 Approved Category: Windows (/17) 3853300 WnufwWu AaeocWftn (717) 317-8454 Category: Wlndmed (717) 385-3300 Manuhdursrs Association (717) 3174454 Category: Windows (941) 48"100 (788) 3154590 aubCabpory: Horizontal Seder baWp omiwd-can Subcategary: Fend beWgwQmdwd.oarn SubCebgpry: Flied druakapplMxdustAwcom CaapmhnN MMhod: Cartllleation Mark or Listing Cdnplba Mstwd: certification Mark or Listing CompNwm Me*fod: Cedacabm Mark or Listing Approef for Use Approved for Use impact Design Qudb Asou ANrovodbr tW AN[eted for it" Impad DoMm CuMM AesunorN Approved for Approved for Use !.part Rift Dot Prodcr Model. Nmnber or lame Product Dwriodon 29mmazukilemak In HVHZ Dukakis Wfig tiesMMm Pm AMA Prodr2 Mode. Ntsrdw OF lMrN lalOr?Jz 4ldtlm101tY 1fesJWm Paamm au In HVHZ OUNWO HYFIJZ 1MSmSm Cmmlm 1 HS 186 Fin and Ftenpe Fcona 73.62 Insulated Glass 02/1&2019 No Yas No +86/455 1 188 PW 73 IF 72 Imlead Glass 041M M18 No Y" No M1Y-00 9 PW-6520 (Large Missile Impact) Vinyl Fixed VNMow 04/30r020. Yw Yq Yas WA a --a N C _ > C U N O Q O -0 O O = O O W aCU O O CU .� Cl) H ICUOCU -0 .E: 0 < C/) CIO i (D CIO C/) 0 W ICU L- Q }i O V V �CC W W Q z Z Q J SHEET NO. PA 1.1 lT.-�11f7Trlldrl1 1'(l... n-rf-i m -� BtlH634i Ste@ 1Ypt Vamm IMmissoe Revision 2017 MI Nhldows and Doors ca"Ory: vAndows 8u1 CeI Y: Mullions COaparee Wend: Evakatbn Report from ■ Florida Registered Architect or a Lkessed Florio. ProNMbrW Ergtraer Bal1AIA*4b Products alit! 2 5764 Btlwat�t Cie >me VWL 111wirbm Revision 2017 MI Nlinhdom and Doss Cabaery: W"lows Subcategory: Wine CwauPllanuca elrgued: Ewket. Raw hen Florida Rapsered Ardrbd or e LlOaneed Florida PrOaaabns Engineer Elan Product Model. NuniMr or Name 2 5764 I71gluz&m Code Miles Vlrsm umma um Revision 2017 Alecto Cob4m: PerW Waft SubCaagay: Sane Compliance Ward: EvalaWn Report from a Florida Registered A rditd or a Licensed Florio. Pmbnbnw Engineer FI amp Prodct Model. NunhM or Nara 1 a. &qud;2r&quoC Soak Florida DepaMlent of Business & Professional Regulation Pag.1 a 1 Building Codes and Standards 1/6/2018 Product Approval Application Detail Entlhcor 20 20 Bass pending 20 contact E-deaariLJuaa vaed.rde. YaltlaMd amblow acAREad Aarod amp Bent SkNnger Late R Lor es, PE Steven M. Uddr, PE 107232017 to/1S/2017 102SWI7 12/1202017 Approved (777) 385-0,9W PE-62514 (717) 317-84M bWWgerOraard.wm 9BSIlOLaeguon Agteead for Use aatmdfor Use IMmd Deal - Product Dissertation Contract lasolradan Deb In NNW lZVdi Pleasure VorticalAlumimrm Minion 12212018 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i off 115*018 gnwm !ass 20 Deb Pandang 20 contact EpduELL k Ideated ay Yaldrtw alaalhd PW AttroMl A2K2 d AMR arent Sllinger Luls R Loma, PE Sown M. (kid, PE 102372017 1011872017 10282017 12N22017 Approved (7/7)3W= PE-82514 (7M 317-8454 bellidg.,Q.k rd.cern 2 MWNLAeaorsoea Ancrodfor Use Approved br Use imam Inshn Product REEMM hLllYlJi oumia Rnkftn1 Pressu Verbal Aluminum Merlon 12/312018 No Yes Yes WA Florida Departrrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pup lot Iffimis Florida Department of Business & Professional Regulation Paga f a I Building Codes and Standards 1/5rm18 Product Approval Application Detail PlY1NaH1 Sal Enftor 21M 201 21M b= Varsm M1oldalaea Contact E-tioea[Alkanea velk.rdh YaWrd alaaakd FWearoul Aaroed lma Review 2017 PGT Industries Des. Ruark MWM Dade BCCO-CER ►asmFDede BCCO-VAL 12A52017 11/152017 IZVM17 Approved Category: Windows (941) 486-0100 (786) 315-2590 SubCatepory: Mullions tl�.ccrri Conptlsnes Milhod: Certification Mark or Lill" FLeaa1.Rll Products QuaMAnurs Anonmed Sar Uss Aarod.� listed team area P tlam S In HVHZ IMahterd Pressure 1 Mullions for All Doors and Windows Aluminum Mullions 0548r2021 Yes Yes Yes WA Florida DepaMlent of Business & Professional Regulation P.ps 1 a / Building Codes and Standards 115=18 Product Approval Application Detail FLM14"1 � ardw or lift 20 Date Pendkm 2gM mm Varsm Yuudswla C Ndect E-tlnMti119aga MOM YaliOw $ladlYtl FBC A,,—W Aaraad AMR Revision 2017 PGT I dustrNs Dan Ruark Mismi-Dede BCCO - CER Mlard-0ede BOLO - VAL 12A52017 11/152017 IZOM17 Approved Category: Windows (941) 4WO100. (786) 315.2590 BWCslapory: Mullions drwd@pgtledratrles.com Compliance Method: CaNnnikn Med or Ltseng PLM1R11 Products Q&sdWr Assurance AOorOy.d for ties Approved for Use knead Rnlll 22 a Product Model. Number or Name P Contract Dab 1. HVHZ HVHZ EeaMhrd Prseaurs 1 Mullions for All Doors and Wnd— Aluminum Mullions 01WM021 Yes Yea Yes WA fLnUEL-W E,db or Pais Pais Deb Pending 21k Sisk contact ZodmKAUu V fed bd 01 Yalsikd araulkd RISC AarsYY A -roved OMam D(m version IafilLso L Nick Thorpan Lyndon F. SdVW P.E. Ryan J. King, P.E. 101WA17 10032017 10I112017 12/122017 (330) =- I= PE43400 (813) 767A555 Approved Revision 2017 Alike folds com Subcategory: S Py:ub We &ubCafatagory: Spirts Canptlance Melhod: Evakatia Report from a Florida RegWuod Architect or a Licensed Florida Probssknat Engineer Ba11Y2�2PJdaM 9La1MAssursnea Aarorc! for Uss Aarodfor U- Immd Rum Product Description CCOWMEu*WonDob In outsignt!!RM Resisters P1eamm ant Product Model. Number or Nuts Verd or Solid Vinyl Sop 12/312020 No Yes Nu WA 2 b. &quot Aitmnce T4&quek Soh Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FMMM Sau0 gnft or TYta Version r1aMd me Cooled EnWDELLL sea ydwl ud k Review 2017 LV. Thompson, Inc. dee Thompson Architectural Tony Chmsnan Zachary R. Priest Locke Borden Metals Company (TAMCO) (813) 2493458 PE-74021 (334) 30D-IWD Case": Rowing bnyagamswrOOfMC.oan Subcateaory: Roofing Accessories "are an Hegel PeIwshe Roofing System l4apNY1r1 Not d: Evaluation Rapist from a FbMe Regwillemd ArtlaW or ■ lkaneed Florida Professional Engineer FLI"Ml4t2 Produce, lap AMP> dm Canned EmlolmDaft 1 TAMCO Flat Top 014ildge Vent with Beal for Tie 28 go. satin row kwnlNsor with barb 0010092026 Florida Depart rue nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep. t off 11 1/5=1e 1LBgaL9t 2im go 21MffiKRM 21k Cooled vakids ey laid" Onhmmw FBCcAarod At¢tnd amp Nick Thompson Lynda F. 9ehmidl, P.E. Ryan J. Kkg, P.E. 101042017 I ORWO17 tON 12017 12/122017 Approved (330) 922-2389 PE-43409 (813) 7674MB ntluarpwn®eWds.am Sul v A-u— Aarod so, U- Aa[mL�Use hard Deal- ProductInllYtii oubba lYMi R"WW Pressure Vent or Solid Vinyl Soffit 12/312020 No Yes No WA Pep. f a I Florida Department of Business & Professional Regulation U52018 Building Codes and Standards Product Approval Application Detail Ptafea1a4t2 291 Raft DowZAttidlda 2m Q& ErdftLoi Ydddw alaalki FW Approval ApMsved tms nrsa Version raldralar corded EaleausJxa.e vaimmw By 10/1002017 10/102017 101172017 12/122017 Approved Revision 2017 LV. Thompson, Inc. tlDa Thanpson Archbdual Tony Christman Zsc ary R. Privet Lodes Bowden Metals Company (TAMCO) (813) 2483458 PE-74021 (334) 300-1800 Category: Roofing tony®gometainooMg.am Subcategory: Roofing Accessories Mat am an Integral Pad of the Roofing System Conpberm Method: EwkaSon Report from a Florida Registered Anchbot or a LlaneM Florida Professional Engineer Aarsvdfor Use Aaroedfor U a head Realm In KVHZ 201Mk)Otffz 1MaYMrd PMeaurs sent Prodrl Model. Nun liar or N— P Yes Yes WA WA 2 7A400 Goceead( Vew 26 gs. Florida DepaMxnt of Business & Professional Regulation page l a 1 Building Codes and Standards 115=18 Product Approval Application Detail Page 1 a1 II 1/r201a ,ass late 21M Valitw athmtew FBQ Approval Mound ohm 101102017 10/10i017 10)172017 12/122017 Approved Aa�U- A.orev.d forted hied loam SlpolodEmlo ew2a ll0gli Ai�lDQ17 anwim Emun O9A92020 No Yes WA-01.52.5 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Mall Pape lot II U52ote FLH31924te Sage Ent*, or JI M l21& Pall PeaOat 20 LM vw, w, ll Caohd EaIIra3Lunu YaYduwElu YaYtlaw Aubm d ftiG.AUMMI AppBUW amp Revision 2017 Jamese Hardie Building Products, Inc. Pkgrhwv Zhu Ronald I.Ogavve John Southard, P.E. OB25=17 OOMM17 oer awil, 10/102017 Approved Category: Panel Wade (90) 349.2927 PE-24121 (S32) 357-2528 SubCsYpory: Siding Pips enp.zhut�asher Compliance ce Ma11 : Evaluation Report from a the. — Florida Registered Arohbd or a Uanaed Florida Professional Engineer FLa131924t& Products guma Laotoo9e AnerordfoCgn A.�9xUse ..d 2eam Aga Product Model, lender or Name Caere In HVHZ ouwo Ag R"MOM Pressure 1 Campank Lop Siding faarcamard lap siding 12/3lrmo Yes Yes WA WA Florida DepaMlent of Business & Professional Regulation Pat. l a 1 Building Codes and Standards 1 SW$ Product Approval Application Detail Dt1a]!24W Sege ErdkLa[ Zak 21M Pale Penn 121k LM Vag" IMouMdlmt corded Ealeaaclllra-ea ValiMimL blow EAMM FOCAnoroal AtorolW Hiss Revision 2017 Jana Hardie Building Products, lox: Firpaheg Zhu Rorak 1. Ogawa John Southard, P.E. 06251M17 OBMM17 0&2&2017 10/102017 Approved Category: Panel Waft (90) 349-2927 PE-24121 (352) 387-2528 Subcategory: Siding pingahero hu®ymssher Compliance Method: Evaluation Report from . dl— Fbrida Registered Architect or. Licensed Fiorillo Profeeslonel Engineer gwdkAtllssBm Antra ec! for s, Aotrold.EgSke head Ind. Sat Product Model. Number or Moms Pa 1 rdm CIVA In HVHZ CoMWe HVHZ Preaam 1 Cempank Lop Siding Iborcenwt hop arsine 12/312020 Yes Yes WA WA FL*1411� Sale lone Version Mlmda�lu[ Revision 2017 GAF Category: Roofing SubCetagW: Asphalt Shingles Compliance Mcleod: Evaluation Report from a Florida Reghared Architect or a Licensed Florida Professional Engineer FL#101244tall Products aa" Product Model. Number or Nehes 1 GAFAsoluff RoofShkgla Florida Department of Business & Professional Regulation P.g.1 a 1 Building Codes and Standards 115=10 Product Approval Application Detail lifilat 21M Deb PUNIM 21M connect EDt1oM[3.LJrsue MOM ey Yellow atarsll d FBCsAaro7l Apontxed aMtee h k SSM Robart idia 0 n John W. Krezevich, PE 0/1272017 Og202017 OBl2MI7 12/122017 Approved (800) 786-3411 PE-59188 (954) 772-OVA madelbrspw corm 9eassLAeaursoea AarmdMLRI! A Use aural Rum Product Description Contract Explisdon DOW 1n.111� oubwe RWMM CMatu Fbmlw reinforced 3�, WNnabd, 5-bb and 10202018 No Yes WA WA hiplridge saphak shingles Florida Dopertnlent of Business & Professional Regulation Pags f a 1 Building Codes and Standards IWAIe Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.1 011 11spo18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PIp.1 a 1 1152018 rill Endw 21M 21M BassPanare !� 19,aLNl�Lt Es@ Enter or lass raft Reis-P�. lak mm vow IMudlramr caWd AN90WE Uk ywwdmey )Wkksd Elamllw FWApproal Attmnd amid 11I111 Version lmldraLoc 29owd EaMea[lLkane boom it Vallaw aWsetllw IFICAamval Attroed amp Review 2017 Lamana, Inc Andrew Carter James L Buluber, P.E. Steven M. Ur]ch, PE IVIS/2017 Realpply Review 2017 Boa[ Roofing / MenleUfeNs Thomas Jammed IAPMO UnNorm Evaluation Gary W. Walter 10/182017 IOIO 017 10212017 Approved Category: Roofing (501) 982.8511 PE-31242 (717) 317.8454 Category: Roofing (602) 260.22M Services LLC. (205) 854-0160 Subcategory: Roofing Accessories that an an sadeelomsrwo.am subcategory: Roofing 7%. demsyemmsdaboata Integral Part of de Roofing System Compliance Method: Evaluation Report from ■ m Coelpbnce Method: Evaluation Report from a Product Evaluation Entity Florida Registeed Audited or e l lareed Florida Pro/eesbral Engineer FLOTU*4t11 Prod-ts 91MlOCAgarsoea Approved for Use Approved.MCUse Mead Ream 6 aeaa Product Model. 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Phgshong Zhu Ronald I.Ogawa John Soueurd, P.E. 0&+252017 OLVO=17 082572017 1 N102017 Approved Cabgery: Peal Was; (gob) 349.2927 PE-24121 (352) 367-2526 Subcabpay: Siding pkgsenp.2hu®pnesher Compeenpe Mwhod: Evaluation Report from a die.mn Florida Registered Archted or a UowwW Florida Protpsonal Engineer FUH31a4.1M Products AtWWd.�iMe Ap.rwedfer ltee Ismail team E!1! Srsrdrse l.tl1HY 4iaLHftlOaii laeaMMrd Prsaum 2 HerdIsPank Lap Siding rbr-anent hop siding 12031=0 Yes Yes WA WA Florida Deparment of Business & Professional Regulation Page 1 a 1 Building Codes and Standards WWII Product Approval Application Detail n aa3,n.aa Calls Enft or Gael 2aM !ate late LM Version Mamdalamt Contest EaMMiLBaaa vauededey yam d AWIM d IMCcAaranl AaroMd AN" ReVWon 2017 Janes Hardie Bulling Products, inc. pirwheug Zhu Ronald I. ogawa John Southard, P.E. Oa25=17 011IMM17 082VM17 101102017 Approved Category: Pans Waft (909) 349.2927 PE-24121 (352) 367-2526 SabCatepery: Siding pkgsergskusslar eshar Compliance Yelled: Ewkushm Report ten a dl— Fbddn Registered Architect or a Licensed Florida Professional Engineer 2adhLAealraoea Aarsvd.for Use Approved .for the IMmd anal. alai Product Model. Number orNun ProdctOwdob w hlllRli Orubldel1VHZ 1 PCOMM 2 HardaPlank Lap Siding 1Eercement hop sidling 12131=0 Yes Yes WA WA Baf�Y cde Ivm version Yaldadurs[ Review 20t7 TAMKO Binding Products, Inc. Category: Roofing Subcategory: UndedeymeM Camp.. Method: EwWtion Report from Florida RegieYfed Archbet or a Uc~ Florida Pnaaebnxi Eno~ Btl2�lPmdaY. Ella ProdNr Model. Number or Haas 6 No. 15 UL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ErdkL1[ Carded Cabe[aLk— VaNdebd By Kerd Felon Zachary R. 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(2 054-0160 .a m 1021=17 Approved Revision 2D17 Boal Roofing / MonWd bee category: Roofing subcategory: Roofing TBee Compbora Wtlesd: Evaluaden Report from e Protllct Evaluation Enitry FLf/b9A11 Products Thomas Jammed IAPMO U.W- Evaluation Gary W. Walter 101i82017 10017J017 (802) 2/04M Services LLC. (205) 85"180 6homes.je naltDedrLLa m iOr212017 Approved , Review 2017 Bon] Roofing I MorieUlelb Calegay: Rowing Subcategory: Roofing Tees Compliance Method: Evaluation Report from a Protl1c1 Evaluation Entity FlJ7a4a4t11 Pfedbok Thomas Jernmed IAPIAG UnNomb Evaluation Gary W. WVakes 1 W782017 IOMOM17 10121=17 Approved (502).289-2211 Services LLC. (205) 8544160 thomas.)or melaborel.cc m AMA IS Saxony 900 9iBhLatlYrsOea Again dJIMUse Amnwadfortw P[407d�iddm Caa4ffiE�ImQY! 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(206) BS4-0180: afbCCaYgorY: Roofing TN. amnp.Remm�etlQbonal.a CProduct aaparee utWoE tiny fin Report horn a m Evaluation Entity !Ltl!!lY485 figa Enter or lad Qlh loMPonclino Qm! Iva! Yamon a Samara Epplo�.A Lkaom vrtdeW Rex )rJlmatW Allhmlma F�AaoBxal Aaa®rW Etna RWNbn 2017 Global PMWCW Products, LLC. Ten Robinson Walter A TO Jr., P.E. John W. Knexevbh, PE 09A82017 O8/312017 001112017 12/12/2017 Approved Category;CoisShuatm (intr) 889-75/5 PE81187 (854) 7728224 Straan �� tlm.robbson@9ppantoom Fbodda�RegNNred Archard a a Wanted Florida Professional Engineer F1t140IEH4 Sddk Editor lam Rau ompm Rm aft IYae Yanlpp mloliaanlo[ Fmloo[lllMmt Y�9Bc Yamaha AWmAIq EBg.Aooraral Approved AMha RWNbn 2017 Global Protection Products, U.C. Tkn Robinson WabrA Test Jr., P.E. Join W. KM¢eMl;h, PE Os08/2017 0&J12017 0&112017 12/122017 Approved Shutters (954) 889-7545 PE84187 (intr) 7728224 sutrCWgay: Storm Panels tlovrobYppn®gppurl.am Subcategory: Comp) esme Method: Evaluation Report from a Fonda RpNteW Arcttbct or • LkeMed Fbdde Proteselonal Engineer 1Sa1iM1St raft Fatltwor Glh 20 faMPeWon lam v.IM.ma e. lYa! Ylrdpp WOImMhIM SamaN l:ppmmLilJ�! YJYmYW ALIhm9Ma EB!<AaaMlal AaarmrW Alma RWNbn 2017 AS American Shubn and Glen Mika BabNd Frank L. Bernardo, P.E Troy BbhoP, P.E. 10/20/2017 Re,Npply Category: Short ars (681) 7124M PE-0046649 (954) 947-M Su cabilory: Siam Penab mak"Amerfunsinuft Corrpgarmu vexed: Evruallon Report from a m.com Florida RegbbW Architect or a Lkansstl Florets Proteesbnr Erpkeer Amaloved for Uses Anaroved for Use IM219 RMW Flfles7a.Ra Produeb $ awl Product Modest. Warsaw or losses P Sr.ffi6BEoDab In HVNZ laW&llbli llsdishoest Pressure lm..Am1■mf Ammroied for uses Approved for Use Imm91 Rol■ gm mLaW Aomroved for Us, AastmadhLllm lmmm 2191■ Im wkAW■om Approved for Less A■mfW for .Leas Imam RMIpp 20 Saxony OW- Shake &amp; Sots Fiat Profile - Led". CA 1o1042018 No Yes WA WA A9n9 Product Model. Number or Hama p car Dab in WVIR oubme fYtii m>bMm Pm99h AWt In HWQ Cultakis-HAM Resistant Pressures AMA - Dab Ia.W4W gulakle Qli )itl4Ym PJ3tlaR 1 20 Gags Galvanized Steel Storm PsaMiVHZ CanrgaW Galvanized Sbel Slorm Panels retained 12/312019 or not by tracks to provide hurdans protection. Yea Yes Yes WA 2 24 Gags Galvanized Steel Storm PsaWMHVHZ Cmugstsd Galvanized! Slool Storm Pansb retained 12/312019 or not by backs to provNa hurricane Protection. NO Yes Yes WA 1 22go &amp; 2492 Galvanized Sled Storm Panels 22go &amp; 24gs Galvanized Steel Storm Panels 12/312018 No Yes Yea WA ASKWLgdkm AnmILSiS9mldl Flonda rimmed of Business &Professional Regulation PA.1 or 1 Building Codes and Standards 1152018 Florida Department Of Business &Professional Regulation Pep 1 r+ Building Codes and Standards US2019 Florida Department Of Business &Professional Regulation Pagel 1 or I Building Codes and Standards Ionia Florida Department of Business & Professional Regulation Pop l r+ Building Codes and Standards 1/6rm18 Product Approval Application Detail Product Approval Application DelaN Product Approval Application Dsfall Product Approval Application Detail BJ7919.4M Soma Estate 21M fah IabP9m9Bg no mm Yampp mmalls M Contest gooMIKAJA om YNdmum Yamand Aumm F11CApproW Approved Atma FL#199§4tg Sddk Enft or Rena 2111 Deep PJmalm 211a time Vanilla, WgWachlo[ SrgmdN EmImear 4JJ— ydwml ore YaIWa1r0 AuOmltlml FICAaaroal Aaa®ad Iwo FL*199/4a 220 EmIOLa late fah Date Pfo01m 201 mm Yahon tMauhmlor Contact loalmaauc— Yafmlum rimated AmmmW FOG Assuaged Aammaa Alma FLfiON94U 21311 Emi9La 21M Rah Dab P,mllm foe 1111111 YJ■MB lholaMatfu[ Contact EoaresorAUses— Vegetable IN Yalmmm Ammma FISCAgamW AODMW AM& RWMM 2017 rrW BuYOkp Components Grail Ina. CaM9ary: Structural Components su6tabgay: Trap PNba Caepxrce Method: Evakrden Repot hoed a Product Evaluation Entity Stuart Le" ICC Evaluation Service, LLC W Wm M RanNrt, PE (847) 9188473 (407) 681-1917 elelv+eQelPanaew.cermi WQW17 OW72017 092f2017 APProved RftWm 2017 ITW Building Components Group bo ' Structural ompoMms Subcategory: Trials Plebs Campltena Yaxred: Evaluation Report flan a Product Evaluation Entity Stuart Levels ICC Evolution Service, LLC Wilam M. Ranted, PE (8+7) + 73 (407) 881-1817 WwbQelpbeew.am 041/192017 09 072017 09212017 Approved Revision 2017 r1W Suadkp Components Group W Subpay: Structural Plain Components BubCete9ory: Trove Plebs Coarplterw Method: Evaluation Repot tom Product Evaluation Entry Stuart Lewis ICC Evaluation Servo, LLC WMarn M. Reunion, PE awma 1Be473 (407)881-1917 alewbQalplreew.com 09110=17 09MI2017 01121201T Approved Revision 2017 fiW Building Components Group Inc. Catepay: Strucexal Components aubCaYlory: Truss Plates Ce qA— Method: Evru°don Rapid hom■ Product Evaluation Entity Streit Lewis IOC Evaluation Service, LLC WOW M. Ranier[, PE (847) 9188473 (407) 881-1977 atewb@apinaew.com 0&192017 OM72017 09212017 Approved AlQA 1 nW BOG/ApM High Sberpll (H &amp; S) P 2WILAUa TdEEm mew Connector Plate /2/312022 Algiagn fft AnwavedMaltm IalOQ1Z RmmM.l001i Yes Yea IMma BaWYm WA BMIpp PuaWm WA Am.9 2 ProdactYodel.NumharorHam. nW BCri/Alpins Hinge Pleb ggWkAW■Ofd P Eimon Dab Metal Connector Plate 12J312022 Aaam!(W!Lum ARKmmgh ufee In HVHZ Oubdids 10Nli Yes Yes IMR§d BohMm WA 20" PJ9w■ WA 220 3 11911 ProdetModelNranlrr«Harr 17W SCG/Aplus Tmlox gmwkaW Pmdlx 220kidz mallooao MOW Conador Pleb 12r312022 Approved Approvedfar llM In HVHZ Cluster.HVK Yes Yee ]mod BuhMm WA Rolm PrLmla WA 4 rrW W"Alpins Wave gwimLAW■Ofd Eamrmdon Dab Mew Connector Wet 12/312022 Aaa®aafar Use Aooraradh oull" Yes U" Immat i etlrmm Yes WA ROM PMML■ WA LavA 9.ada S—hcream 9moa Florida Department of Business & Professional Regulation page + e l Building Codes and Standards Ionia Florida Department of Business & Professional Regulation Pape 1 a f Building Codes and Standards 1/e 18 Florida Department of Business & Professional Reguation Pep 1 or 1 Building Codes and Standards Ionia Florida Department Of Business &Professional Regulation Poplar Building Codes and Standards Ionia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail fia11e74M 221112 DOWor rah Role labPmatm 21M Iv■ Yaoipp mmkam Contact AllbEAlk m ydwdadm load" Awood F8CAso-ad Approved lms Ra27H4M f.90 EmmL9r 21M sea DatePaMine Bah M1a1 V—h. 91aBLIfaGlluor fa Epplou[iLrane Validated IN lwmdld AuhmlthW fdCaAasronl Aoo®ved it" FLMST41a Rate Rona laf9P/W!pp Rol Corded EBohlaraLkaom Validated By Yom" ELlhmtllaa E8G2ppranl AaaMvW A13ge Fte21a74M 22111111 2111111 22M OVA Pearson Bile mm Yadpp MNHdMhnr 290M 1`aoMm[aLW— VafldeltedBy YAW" fWOOd FDQAgaronMl A—ved AMR RWluan 2017 FL1112197-11011 Produces Meek Induestee, let . Category: Structural Components arbCabgay: Truss Photo Ce°Pa°e°e wiled: Evaluation Repot horn ■ Product Evaluation Entity Devkl Wed ICC Evaluation Service, LLC ICC Evaluation Scala, (314) $51-7480 U.C. dworlmmi.com (205) 599A800 1&19r2017 10/1920f7 10222017 Approved Revision 2017 Mnek Industries, tat: Category: Structural Cledeer is Subcategory: Tress Plates Coppdma Lrelhed: Evaluation Report from a Product Evaluation Entity Dwld Wart ICC Evaluation Service, LLC ICC Evaluation Servo, (3U)8indLoo0 LLC. tleerl®mitopm (205) b89-9800 10flawi7 10/192017 10r22/2017 Approved Revkdm 2017 Mnek industrials, etc. Category: Structural Components Subcategory: Trues Plebs Product Evalurbn Entity Method:Evaluation Regal hoed • DWW Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. Owerl®mdcom (205) 59&9900 10/10=17 1&192017 10/222017 Approved R&VWM 2017 PreerrJ• MITok Industries, Inc Category: Structural Components solCategay: Tnas Plata Compdrnu tinyEvaluation lipert horn e David Vilrt IOC Evaluation Service, LLC ICC Evaluation Sarvica, 14 -7 dwertatnmY.cenmp (205) 69&98011 10flOM17 10/19=17 1g222017 Approved � co fg9 1 M111SH8 Pi■1 amllhlamloora wpm! 18 go. super high strength hues eonMdor pate 01A//2023 ApprorWmrUse Aammriedfor Use In HVHZ 41tsidejlY,ni Yes Yes lme m ! WA Rolm Pressure WA F112197416 Products A" 2 Product Model. 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Sa9mam EggMMLtYrana yougo dew David ~ ICC Evaluation Service, LLC ICC Evaluation Service, YMf MOW FRCA,,,M 1011a2017 10/ta2o17 A� 10rawi7 Appm Approved Version R*vMw 2017 mdaah■ Weyemesuesr Contact Ease— &1kpp1 v uaereleax Rob Baklwb ICC Evruatlon Servla, LLC James A Rothman, P.E. mmmmm ima FSCApproved W2=117 00201M17 Approved 07,V=17 it" Approved LM Yatd9B RavNbn 2017 m■vbm■ NNyommuesr Seamppt ZOWBRK LLMppa vreeltedw Rob Baldwin ICC EvaluWm Sarvice, LLC James A Roxmm, P.E. Yamaha 9ahmaMa ZRIZAggtoml 0SIM17 O&NO2017 aammv i 071032017 Alma Approved lYne Varbm Revision 2017 maoufa9h■[ Weywh"~ carried EgmMr3upstage, vaidatedee Rob Bagrt ICC Evaluation Service, LLC Jaras A RodeMn, PE YmmmW fmmma 0112=017 011112M017 P&46aMma1 Appfovea— 07/034M17 Approved Category: Shrctrxr Components subCabgmy: Trues Plebe (314) $51-7480 LLC. dwedQmkoom (205) 59949800 Category: Structural Components BubCaOagory: [rgbesred Lumber (253) 9248470 (808) 839-1344 ° Category: Strnchrral Components BubCabgory: Engineered Lumber (253) 9248/76 (808) Sing-13M RabeRBaMwte@wyarha Cab9ory: Structural Components Subcategory: Engineered Lumber (253) 9248478 Roart.Babwln@vmyama Coarparee Method: Raped horn a Compliance Method: Evaluation Report ham • eweccan Compliance IIsNed; Evaluation Report hoed a sus«.am CenPlWpa vexed: Evaluation Report hoed • esser.am tiyEvaluation Product Evesurbn Entity Ea Product Evaluation EmWy Product Evaluation Entity Product Evaluation Entity iglu--BLPmilah gmwkaMI■OM P �E6m� Aao®rWmjM AppmYWm, Use it, HVHZ owskis va inum �IWm al" Pressure Fl/aa274M Products AK9 gmml.AmlOma Product S�ffiEammtlppBslt Aaa®,d for re Approved For Use 1811mZ 10(HZ I� fehhm I� P®LIn Fla9&274M Proeer. faa2 Pro ggokldZubdRRBaM Use In HVHZ outsideZ Mod timhMm � Pleasure Fuesn.w Prodees Ing Product Modell. Numb««Hama QMBMKA� P@�xd, ,EEm�BaM Approved for Use Approved for Use kago L BohmBohmSan! 21wm Preserve 5 MT20HS 20 ga. high esenpd truss connector plate 01mire 3 Yes Yes WA WA 1 MltraeM LVL Laminated Vent« Lumber 03/312019 No Yes WA WA 2 Pantern PSL Paper Strand Lumber 0313112019 NO Yes WA WA 3 TkMerSband LSL Laminated Strand Lumber 03/312019 No Yes WA WA faamd4mWa Lam6SLmWl Haamhf2MaW faamhfaYada O (D Florida Department of Business & Professional Regulation Pape 1 r l Florida Department of Business & Professional Regulation Pw 1 a I Florida Department of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation P.pe+ r+ D Building Codes and Standards Ionia Building Codes and Standards Ionia Building Codes and Standards Ionia Building Codes and Standards Ionia r/^' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall _ cu ILNSW49 17AGM40 2211111 mm Yard9a RWAWW 2017 mama m Wrprtiseusar Cabgory: Structural Comporwds SuhCigay: Englnsersd Lumber Ccaparna Meted: Evaluation Report hoed a Product Ev0M. 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