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HomeMy WebLinkAbout6385 Cobble Bliss StALL WORK SMALL COMPLY VVe = ;EVAILI � , 4. � CODES FLORIDA U;LW-J 6�' � � ajY- NATIONAL AND 1 ORDII 1ANCES ABOREVIATIONS A.F.F. ABOVE FINISH FLOOR EXG, EX15TING PKG, PARKING ACG. ACCE55 EXT, EXTERIOR PTN, PARTITION A.P. ACCE55 PANEL F.B. FACE BRICK PV. PAVE(DXING) ADO. ADDENDUM F.O. FACE OF PVMT, PAVEMENT ADH. ADHE5IVE FA5. FA5TEN(ER) PED, PEDE5TAL ADJ. ADJUSTABLE FN. FENCE PERI, PERIMETER AGG. AGGREATE F.GL. FIBERGLA55 PLA5. PLA5TER A/C AIR CONDITIONING FIN. FINISH P.LAM, OR P.L. PLASTIC LAMINATE ALT. ALTERNATE F.F.L. FIN15H FLOOR LINE FL, PLATE A.B. ANCHOR BOLT F.E. FIRE EXTINGU15HER P.V.G. POLYVINYL CHLORIDE APPX. APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLA5HING P.S.F. POUNDS PER 5QUARE FOOT AD, AREA DRAIN FLR. FLOORING) P.S.I. POUND5 PER 5QUARE INCH A5PH, A5PHALT F.D. FLOOR DRAIN P.G.C. OR P.G.GONG, PRECA5T CONCRETE A.T. 45PHALT TILE FLUB. FLUORE5GENT PFB. OR PREFAB, PREFABRICATE([)) AUTO, AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN, AWNING FND. FOUNDATION RAD, RADIUS 55MT. BA5EMENT FR. FRAME(DXING) RLG, RAILING BM. BEAM R5, FULL SIZE REF. REFERENCE BRG. BEARING F.B.O. FURNISHED BY OTHERS REFR. REFRIGERATOR B.M. BENCH MARK FUR. FURR(EDXING) RE, OR REINR REINFORG(EDXING) BVL, BEVELED GA. GAUGE RE5. RESILIENT BIT. BITUMINOU5 G.I. GALVANIZED IRON RA. RETURN AIR BILK. BLOCK G.G. GENERAL CONTRACT(OR) RV5. REVERSE (51DE) BLKG. BLOCKING GL. GLA55, GLAZING REV. REV1510N(5), REVI5ED BD. BOARD GLB, GLA55 BLOCK R.O.W. RIGHT OF WAY 8.5, BOTH SIDES GD, GRADE, GRADING R. R15ER B.W. BOTH WAY5 GB. OR GYP.BD, GYP5UM BOARD RD. ROOF DRAIN BOT, BOTTOM HD. HARD RFG, ROOFING BR. BRICK HDW, HARDWARE RM. ROOM BLDG. BUILDING HDR, HEADER R.O. ROUGH OPENING CAB. CABINET HTG. HEATING RBL, RUBBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING 5CH. 5CHEDULE G5MT, CA5EMENT H.D. HEAVY DUTY 5NT, SEALANT G.I. C45T IRON HGT. OR HT, HEIGHT 5TG. 5EATING C.I.P. GONG. GA5T-IN-PLACE CONCRETE H.G. HOLLOW CORE 5EG, SECTION C.B. CATCH 5451N H.M. HOLLOW METAL 5HTHG, 5HEATHING CK. GALK(ING) GAULK(ING) HORZ, HORIZONTAL 5NT, SHEET GLG. CEILING N.B. H05E BIBS 5H. 5HELF, 5HELVING GEM. CEMENT ID' IN51DE DIAMETER 51M. 51MILAR GM. CENTIMETER(5) IN5, IN5ULAT(EDXION) SKL. SKYLIGHT GER CERAMIC INT, INTERIOR 5L. 5LEEVE C.T. CERAMIC TILE JT. JOINT 5.C. SOLID GORE CRAM, CHAMFER J5T, J015T 5PG. 5PACER CIR, CIRCLE KIT, KITCHEN 5PKR. 5PEAKER GIRG. CIRCUMFERENCE K.O. KNOCKOUT SPEC. 5PECIFICATION5 GLR, CLEAR(ANGE) LAM. LAMINATED 5Q, 5QUARE GL5, CLOSURE L.P. LAMINATED PLA5TIG 55T. 5TAINLE55 5TEEL COL, COLUMN LAV, LAVATORY 5TD. 5TANDARD COMB, COMBINATION LT, LIGHT 5TL. STEEL GONG. CONCRETE LTL, LINTEL 5T0. 5TORAGE C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD 5TRL. STRUCTURAL GX. CONNECTION LIV. LIVING 5U5. 5U5PENDED CON5TR. CONSTRUCTION LVR LOUVER TEL. TELEPHONE CONT, CONTINUOU5 M.H. MANHOLE TV. TELEVI510N CONTR, CONTRACTOR MFR. MANUFACTURE(R) THK. THICK(NE55) G.J. CONTROL OR CON5TRUCTION JOINT MA5, MA5ONRY THR. OR THLD. THRE5HOLD CORR, CORRUGATED M.O. MA50NRY OPENING T4G, TONGUE AND GROOVED GTR, COUNTER MATL. MATERIAL T.O.C. TOP OF CONCRETE CR5. COUR5E(5) MAX. MAXIMUM T.O.F. TOP OF FOUNDATION G.F. CUBIC FOOT MEGH. MECHANICAL TR. TREAD G.Y. CUBIC YARD M.G. OR MED.GAB. MEDICINE CABINET TYP. TYPICAL D.P. DAMP -PROOFING MMB. MEMBRANE UG. UNDERCUT D.L. DEAD LOAD MET, OR MTL. METAL UNF. UNFIN15HED DER DEPRE55ED M. METER V.B. VAPOR BARRIER DET. OR DTL, DETAIL MM, MILLIMETER VERT, VERTICAL DIAM. OR ? DIAMETER MIN, MINIMUM VIN: OR V. VINYL DIM, DIMENSION MIR MIRROR V.T. VINYL TILE D.W. D15H WA5HER M15C. M15CELLANEOU5 W5CT, WAIN5COT DR. DOOR MOD. MODULAR W.T.W. WALL TO WALL D.N. DOUBLE HUNG MLD, MOLDING, MOULDING W.H. WALL HUNG ELEC. ELECTRIC(AL) O.G. ON CENTER WF. WIDE FLANGE D.5, DOWN5POUT MT. MOUNT(EDXING) W.G. WATER CL05ET E.P. ELECTRICAL PANEL O.A. OVERALL W/a WITHOUT D. DRAIN MULL, MULLION W.P. WATER PROOFING EL. ELEVATION O.H. OR OHEAD. OVERHEAD WD, WOOD D.T. DRAIN TILE NL, NAILABLE W.R. WATER RE515TANT ` EQ. EQUAL PNT, PAINTED) W.I. WROUGHT IRON DWR. DRAWER NOM, NOMINAL W.W.M. WELDED WIRE ME5H EST. E5TIMATE PNL. PANEL W. WIDTH, WIDE DWG. DRAWING N.I.G. NOT IN CONTRACT WIN. WINDOW EXH. EXHAU5T PAR. PARALLEL E.F. OR EAR EACH FACE N.T.5, NOT TO 5GALE REVISION LOG 4/9/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT LOT 05 BLOCK 09 SILVERADO 6365 COBBLE BLISS STREET ZEPHYRHILLS, FL 335 1 LE N NARsm 2277 - LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS ISS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR,1•i.ORIDA 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMI'A • DENVEA. � EST. 1994 — 6 2 Mull 11111lei VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 DREW 1. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE 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 REVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY i! 0 z� N 0 N o ►��.,�MO j m Li Ln in Q Q LL M Q U Q0 .. ;7 w wo J � �o d- 0z �0 �o za <Q w¢�m u z 0 0 z0aQ _ 0 w z a �wu' o Ov w w N zzz uj o r� 0 LLJ gW Z W a (4� /0 ,^ V v) J is w� L � 0Qce jK w r] O � � Lw a O Li) u¢�z w O O > 0Qw0 OC z 8 N a~Y8 Q n0 z � N oaW0 zLLI Ln N u aS J �0O¢ di L co nOz� Q Q a� I� Z Z ��° m Co GZ[ Z QLuo J : om 0 m CL 0- SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. c s 0 TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BLK OPNG MULLED PAIRS SH12 20 X 26 SH 13 20 X 38 3/8 SH 14 20 X 50 5/8 SH 145 20 X 57 SH 15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 1 107 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 SH 13 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 SH 16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 11234 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BLK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 0 0 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 311/4" 2/8 331/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" EGRE55 NOTE: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 GOES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM FARROW .0 i0.t� .off 'V✓� ��jFS•. ORtDP;'��� sO 11���`\`` 51-RUOTURAL NOTES TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "6/55." ANCHOR WITH HTT4 AT BASE. 30 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "6/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 CIE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/ FOLLOW Q/S4 SEE PLAN FOR BEARING WALL CALL -OUT WHEN 1/2" FLITCH PLATE STRAPS ARE REQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACHc� TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 221a 5,F, G,4R,4GE G I 5.F. ENTRY 12& 5.F. TOTAL SCE. FT. 3021 5.F. FLOOR PLAN - B 5CALE: 1/4" : 1'-0' y DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSINAR,1.7..OR1DA 34677 813 . 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAIVIPA • DENVER. EST. 1994 � VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z 0 O�� ��MLn N LLn L- LL Q ` r-. � U Q. � z��� w wo J O l0 Oz 0 w� za E Q w Q w z�zoo Z Lu ¢ Q 0 w W J n. aLo OCJ W z N 0°z0 Ovwi zzz ry ru zw Z 0 a� W p Ln� 0 J OH U cn 0 J Z Qz¢ LL�a w � z wa�0 Q E�0� oa6o k p �� zozv � �\`' < Y � Z00 �'(\V\ °o°'wz Z Lr14n N2: w<ao LL � �lazz J �OOQ LLi di � z � �o O^1 Z Z O' O m 00 Z Z JLY g g ao rn O m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. loo SHEET NO. lm2 �.� T� _ ll� .:, _ �. _ - -.:.. I I 1 SINK KITCHEN ISLAND BATH 2 0 M HOOD REF. e RANCsE m M MIRROR �j LAV. LAV, OWNERS BATH ,KITCHEN o-• INTERIOR ELEVATIONS DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DENVER. v--�--a F�T.1994 ��V O Oo z � to M O ,_, M O � M Ln a � 'L Q CLLL H ,M oC U p. 0000 Q E ... z�� w wo J O O= Z z Lo z Q O z zad {J uz00 I-1 �z00 Z�QQ O W � J Q. o'a 0 ll l tl N W COzO Z Z �O o .__I Z W z LU s Lu O J U cJ1 O 0 J z W°¢ F--� a X w 0 Oda w l U Q E Z W zQLL 2O N LUoYQ Z N zI�-z OO'w�" a W to �aZz joa O~w L di 0LL� 00 � � Q � rn Q Q =o I� Z Z a 0000 Z Z a � o i pm C13,-i O m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. 2 r W. ®�m® T.O.M. G.C. VERIFY FA5CIA CALL -OUT (TYPICAL) FIBE%LA55 SHINGLE PER COMMUNITY 51' (5EE 5TRUCT) TEXTURED CEMETITIOUS FINISH ONCM.U. (TYP) FIN15H FLOOR LINE ❑ ❑ ❑ ❑ ❑ ❑ ❑ a 512 T.OM, FIN15H FLOOR LINE GRADE LINE (A55UMED) GRADE LINE (A55UMED) FB )_ (r- F'11 5 TEXTURED FIN15H STUCCO ON SHEATHING (TYP.) 10 MINININ11 0 TEXTURED FINISH STUCCO ON 5HEATHING (TYP) 1"x6" SMOOTH TEXTURED TRIM / BAND I"x6" SMOOTH TEXTURED TRIM / BAND 0 0 FRONT ELEVATION - B 5� SCALE: 1/4" = I'-0" FIBERGLA55 SHINGLE PER COMMUNITY 5f (5EE 5TRUCT) T.O.M. _ NDR. HGT. 3 (TYP.) eO �-TEXTURED CEMETITIOU5 FINISH ON CM.U. (TYP.) P3 (TYP) FIN15H FLOOR LINE _ I a5 GRADE LINE (A55UMED) T.O.M. NDR HGT. j L TEXTURED ZTEXTURED = e GEMETITIOUS CEMETITIOUS co FINISH ON C.M.U. FINISH ON CM.U, (TYP.) (TYP)� 25 5H 25-51-1 TEMP. * EGRE55 * EGRE55 FIN15H FLOOR LINE RIGHT ELEVATION - B SCALE: 114" = I'-0" ,ii1111tt/rj r• NO. 73 •:Z.. A, T i,t�•: 40R10?' ��fs��0lVi4L•��G� ��� ►rrr11� DAVIS BEWS DESIGN GROUP 00 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVER. EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREWI. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 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 zCD N 0 N 1� o > u) oV;CID Lr) �oU-) Q Q u- M ZQ V �- 00 z§ w o r W J d' 0z H0 V1 u Z W g O w Q E w ~ Euz00 zUzQ W"�w J Wauj20 �U w I_ H w W zz �O W zW Z in J 0. V Ln Q C J z z wz Ea� Q Wo waL� L.L U¢2z o zQ°o (ON z ujLuLua 0 a Ie Z 00 N o(Uj° z cV Lr) N ° ao J LL QF zZ �go< 00 Ql LL Q Q =) n Z Z cy V) ca Q�o 0 SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 303 E 5� 12 toM. HDR. HGT. LINE OF VAULT /TEXTURED EXTENDED J CEMETITIOU5 OVERHANG TO BE FIN15H ON CM.U. CENTERED ON ITYP.JS.G.D. 25-5H 1 FINISH FLOOR LINE * EGRE55 SHINGLE PER COMMUNITY SF (SEE 5TRUGT.) 35-5H REAR ELEVATION — B SCALE: 1/4" = I'-0" FIBERGLA55 SHINGLE PER COMMUNITY 5F (5EE 5TRUCT.) 35-SH 35-5H * EGRESS T.O.M. TEXTURED CEMETITIOU5 FINISH ON G.M.U. (rYP.) FINISH FLOOR LINE GRADE LINE (A55UMED) TOM. _ TOM. HDR. HGr_ /TEXTURED = GEMETITIOU5 FINISH ON C.M.U. (rYP.) I/2 34-5H. FINISH FLOOR LINE _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE GRADE LINE (A55UMED) LEFT ELEVATION — B SCALE: 1/4" = I'-0" �� P?IMNKq • c#j .86623 • 'y-- ;L- -o • STATE OF •� ��p�•• FCOR�OP ���� 1 NA; ����\ 111111 6 A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RI.ORMA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE 4VEP EST. 1994 iIII oil ll oil VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33S63 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 ASBEDA. AVEDIKIAN, P.E. #86623 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 I O z0 N 0 n O > ur) M O roLn CA Q Q LL M z < j:e U Q00 z§ o w w0 J O �O d' D Oz �O w v,A a z¢ , z z z� O w< 0 0 zoo ~ °Uzz r 0 z c J a ce o o I.- LL J O w w N W OO J z0 } U o W gw 2: Lu 0 m: J 0 U v7 Cn Q w O Q z Q� z bw0 ^^ O92 {..� w°-w0 U Q ZZ Ow 0 11 w0 Q4 ��U c) Y4 N a 0 < 0 Z I- N LJJ Z z � (� oaQS Lu a�Zz Z)goa di w N " Z � � � Q LL =)o z z dam0 Z Z 00 QLuU co O 0 1-1 g � am r, m a a SCALE: AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. a ELECTRICAL -T- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.v. WEATHERPROOF DUPLEX OUTLET .F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,Q, RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN (Q; EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT pi ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U, 6, IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA.10, N.E.C, 2014, FB.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC, METER 410 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED TYP. N AND 12 COPPER TO REFER TO FLOOR IN51DE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC, PANEL AMPS. REQUIRED 10 COPPER TO WATER HEATER UNDERGROUND t COPPER TO RANGE SERVICE BY POWER COMPANY 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN - B BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMI'A • DENVEI2. �� EST. 1994 0 Z o O (u }' O H cy) 0 c% o Ln L 1L rn Q U Q� Z � � w Wo J 0 oz �O wo z a w¢c� 'uz00 zuZ< U OwZ °�Lq Lu QL� L L J� N I— cc ZZ ro zw Z Z J g D Lu W cn � J O U O 0 J Z u,�a �Qce 0 0 z 0Wo I..L 1.L wa�o 111 u¢�z o z za°o Z U H �o<< Lu Q Q o Z V N o0°w0 Z N N ";¢S 1 0 Zr o o�W " Z rn Q Q 00 a�� <o Z Z (Y 00 Z Z a�o o g om r, m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. DAVIS4m2 EXTENDED OVERHANG GENTERED S.G.D. ROOF PLAN - B 5GALE: 1/4" -- I'-0" 11-0u TYR OVERHANG (UN.0) MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 3021 SQ. FT. / 300 = 10.07 SQ. FT. X 144 = 1450 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 725.04 SQ. IN. LINEAR FEET OF RIDGE VENT = 21 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 104 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. \`�� �.��ANIK • V�� ��i 23 STATE OF w` %V •�2 ONIA1\\�\� DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR.IDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENYFA. �--�-a ES'T. 1994 �� Big VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 AABED A. AVEDIKIAN, P.E. #86623 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 >t 0 zc) N 42 ^O >�'M� M LLr ) 0 HQ � M z < § E � U Q00 z wWa J � l0 0z �O w� z¢ aE w ¢ w Ix z00 oW zvzQ �0`��` w a a g � a ujLo �20 OU W N F- w Z z r0 Q z w j h=- 0 U cn C J z w a 0Wo a Lu UWO� C) LL O¢woO N O Q8Y4 °¢O z 00 oaW z N N �t "<¢S J '-I LL 8 O ¢ W W � 0 z � 00 Q�g N Z Z a�o m z z aLuo ° m a om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. lmo SHEET NO. 5m2 a NOTE: 0 WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE 6th EDITION (2011) FLORIDA BUILDING CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.6.1, THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.6.1. FOR THE CONCRETE STRENGTH. 6 SEE SHEET 5N FOR SOIL AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING, W.WM. PLACED IN 1/8" SAW GUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOUT! OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) e e o e a o a` CONTROL JOINT DETAIL N.T.S. 15 CONT. REINF. 5EE FOUNDATION FOR QUANTITY 1545"45" CORNER a a BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O,) • • ALTERNATE THE REINF. BARS SHALL BE GONT.AROUND GOFNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.S. 11 4'-4" 2'-0" .. ,m 5'-0" Y-10" 44" MR 3'-8" 5'-0" 5'-4" 4'-0" 41_4" 5'-4" -0" L 24"x24"xl2" D. 53 GONG. FTG. W/ (3) $5 BARS E.W. 4:1 I I---- I I I I I I N r fl I I I I I 24"44"x12" D. • I i i C i II ICI I 1 GONG. FTGW/ I I I 1 �F:3 I I " (3) S BARS E.W. I I = I I FZZZ @ INI @ - I I I � I ■ s' 1 e l L I I I 53 C.J. I i j G.J. s -----------------------t---------------------- ---r-------------------------�---- ----- -------------T----- ------------------------------ - 24"x24"xl2"D. �, e 23'-3" I I CONC. FTG. W/ I (3) S BARS E.W. I I ■ I I I _yT I 1 N IN �I Z N i 1 I I • 1/2" RECESS PITCH S3 ■ 30"x 30"xl2" D. CONC. 53 I 53 FOR ENTRY 1/8" / FT. g 11 I FTG. W/ 3)'B BARS E.W. 1 0 1 I I 1 33 -0 I 1 1 14 -8 = = T - 24 x24 x12 D. PITCH I I 1 1 11 "' - �' GONG. FTG, W/ 1/8" / FT. n �; �; �i �i LU (3) 05 BARS E.W. - t I I 19 ■ cA 1 T- — - I .9 w cc� G.J.- I I � G.J. I ' 1 ■ «, ■ e _ _ 48"x96" �— CONG PAD i `� O' I GG 1 i ELEVATION AT 0'-0" (ASSUMED) i I I I I S3 ■ 35" THICK, 2500 OR 3000 P.S.I. i 1 I I5 z n I PITCH n CONCRETE SLAB ON GRADE W/ I/8" / FT. I n Q K. 1 6x6 WI.4xWI.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR >@ o e ■ i BARRIER ON CLEAN, WELL i i I I� — J "' 7Fl I I i I "` 7YP. A7 ONE STORY I COMPACTED, TERMITE TREATED, 1 1 I I� I ( "�' (SEE JJ/53 FOR STEM F A ANU GRLR ILL. 1 n WALL OPT.) I I I I K—emu I I - cv I 23'-811 1 61_QII 1 Y/ UU 91_211 atl I I J3 G.J. } C.J. _____________________ __--_--_---___-------_ __---__-__---__ _-_----___----_I---_--__-_-_ __---- - _____--------_--_------_--L_-----__-------_ `r • i i i Lc I III I I i 30"x 30"40" D. GONG, FTG. W/ (3) S BARS E.W. IL -Li I n v '- I I I I I KILI � I % I rT - i I I ca I i C.J. N ----------------------------------- -- _ _ _ _ -------------------------------------------- -- --- -- TYP. AT ONE-STORY 1 I I (5EE JJ/53 FOR STEM • i i i I i WALL OPT.) 36"x60" SHOWER PAN i I i I 53 (VERIFY DRAIN LOCATION) 14'-3" 2' 3" I 2'-4" 1 I I I i r OPT. 1r OPT.— -1 I 0 u i I II i i I DRYER I I WASHER L _JL_ 1 N 42 "x42" A/C PAD 4'-4" ;o 4'-0" I. 4'4" 2'-II" 0 A 53 TYP. AT ONE-STORY IEEE AA/53 FOR STEM WALL OPT.) .4" 5'-4" 5'-4" 5'-4" an H.B. 4'-4" NDIGATES 115 0 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I 15 SOIL BEARING CAPACITY OF 2000-PSF (R401.4.1 FBCR), INDIGATES 2 FOUNDATION - B_1 SCALE: 1/4" - 1'-0" I DAVISa LI BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDEIVVERR -a EST. 1994 F�_— III III III �� III III VORTEX ENGWEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREWJ. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 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 I O z O O :� ^O Cl) I--' � O O > un M O U a ) .L U a cj� U 0-00 00 Q E Z w wo J O 110 ImI oZ �o LoW z d <a W Q c� cy Uz00 z ULUQQ =01 = z LLI a a Lu 0 SW W N z0 z0 rU �W 0 43: Lu 0 U c/) z 0 J WoQ �¢ W 0 O zE'c= W a vz a� L(i C) oa,�o f:1 �tW-Y< z 00 N o(�° Lij �aao z r4 N Lu � I.i � j~OO¢ Ln, Z � Q�LL_ 00 M m r�lM a z a z Z) W Z z a2Y ¢ O '� uj o m 0 rn m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 602 _TTT - I I I T'-i E E EJ EJ EJ C 7 C-1 C� yV - W Ul 5PEGIFICATION FOR LEDGER5 (THE FOLLOWING 5�ALL APPLY U.N.O.) LEDGER A (LA) - 12 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O,C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - "2 5YP. 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 112 5YP. (2) 2x8 PT W/ 5/8" DIA, x 8" A5. AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 5YP. (2) 28 PT W/ (4) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.J W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT51I6 AT TOP CHORD BEARING AT EA, TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - 1`2 5YP. (2) 2x12 PT W/ 5/0" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP, UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - 12 5YP. 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRUSSES). NOTE: THI5 1S A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.J. LEDGER G (LG) - 12 5YP. (1) 28 W/ (4) 5IMP50N 5D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LG) - 12 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 51MP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 SYP. 2X4 PT W/ 1/4" DIA, X 3" TAPGON5 AT 6" 5TAGGERED W/ (I) 51MFI50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (0 51MP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY, ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - #2 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 4" O.C. STAGGERED W/ (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA R5. NAILS AT 3" O.C. LEDGER M (LM) - 12 5YP, 2X4 W/ (3) 5IMP5ON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUG28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY UN.O. 061110 L L W _ n) N c, 7J7 7J7 7J7 7 J 7 mLD^ � q � LLJ z C _ GC D- 7 J 7 Q J ry ED LL_ C✓ Q 3J5 x2 X q W �C_ LL_ z L7 W J3 :J1 (� LL ED L7 J < m m EJ7VE EJ7VF I x2 X �` D 1 EJ7VG EJ7VD EJ; J7V C1J � J "' EJ; 3/12 VAULT 9 7VC 7 V B � �1 W 0_ C_ EJ, E J; 3 c<i m — - -- -- 7VA I._ a Q EJ; LL_ � JJ5 C] EJ; Q =J7 C_ Q Q � EJ; =J7 EJ, =J7 EJ; =J7 EJ, 7J7 EJ, 7J7 CJ: :J1 CJ`. :J3 CJ1 < D D D c_ 1- C_ D �D 00 0S 4�1 W D W Ul CD < < < < < < < D_ D DD D D D D D D ]> n n n ry < < < fll W Ul � . Ul coL_ _ ON < < < � EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 CJ3 EJ CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 30 - 10d x 1 1/2" F HHEFA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" J HTT5 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTT5 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-7Z 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 3 112" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 'Mi 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 20 1195 1005 14 - 10d x 1 1/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS HTS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 112" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - Wd SPT24 1030 - 12 - 10d HCP2 1 645 555 1 12 - 10d x 1 1/2" - - - - MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 2-0-0 MAXIMUM 5PACING ON YERTICAL5 OF (B) TRU55E5 1-5-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)- INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT (*�) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 P5LEDGER NAILS AT 48" OC (*). W/ 2x CO IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 5YP NO.2 OR NO, 2 PT 5TICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE 45 DEFINED FOR HIP PLANING TRU55E5 Rl. 5TICK FRAMING 5PLICING IS ALLOWED BETWEEN TRUSSES OR AT TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE SHEET D-1 FOR ROOF FRAMING DETAILS NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING UNO. ALL TRU55 TO MASONRY STRAPS TO BE O U.N.O. ALL TRU55 TO FRAME STRAPS TO BE 0 UN.O. I OR 2 PLY CARRIER (5) -(A) - ROOF FRAMING PLAN - B. SCALE: 1/4" : I'-0" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLOR,IDA 346T1 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA DE1V VER.. �� EST. 1994 111 11l �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O N O4-J-' O 7 (� M O Ln z WILL C Q U Q00 .0 Z�F- W Wo J � O Z o 14 za w¢�� Uz00 zLL,< =0 z =°X_j a z aWLLo UU Lu 04 `azLu z o, ^ ry L1. z Z 0 a V W z O U UO Zw0Q �aC/ 0wo 1w wa.LL L0 U Q � Z pQLO pzozU O a~Ya z 00 N oCLZ Cy w Z N ^' ce OCw7¢o J .--i l V j� j 8 0 W W NLu Luz� rn Q Q Z) Z Z00 a�o g g � aom r, m Iz a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 7m2 0(MIN.) O(MIN.) t I- 1(MIN.) O(MIN.J D(MIN.) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST —IN —PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U—LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST—CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE J48F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O 8F12-1B/1T O O • • • • • • • • � 8RF14-1B/1T 8RF14-OB/1T 8FI6-OB/1T 8F16-1B/1T O OO O O 8F20-OB/1T 8F20-1B/iT 8F20-2/2T O 0 O 81F44-1BAT 8F40-OB/1T 8RF40-OB/iT 8F32-IB/1T 8F32-OB/1T 8RF30-1B/1T 8F28-OB/IT 8F28-1B/1T 8F24-OB/IT 8F24-1B/1T D D o 0 0 0 0 0 0 TYPE DESIGNATION a #5 REBAR AT TOP a MIN. (1) REQ'D F = FILLED WITH GROUT U = UNFILLED 1-1/2" CLEAR R = RECESSED a • = = QUANTITY OF #5 REBAR AT a w C.M.U. BOTTOM OF LINTEL CAVITY ¢ J as 8 F 16 -1 B/ 1 T 00 z z GROUT r L QUANTITY OF #5 CO #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL WIDTH 2-5/8"ACTUAIJ, PROVIDED EN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL PLAN - B 5GALE: 1/4" - 14" BENS DESIGN GROUP 150 STATE STR_EET'EAST OLDSNWZ, FLORIDA 34677 813 .92,5.1300 TEL 813 . 92.5 . 1800 FAX W W W.DAViSBEWSCOM TAMPA • DE2�T�/ER. � EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW 1. MEISHEID, P.E. #83217 AABED A. AVEDIKIAN, P.E. #86623 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O 0�o > � M � a L^n Q Q LL fu � U Q00 Q E Z � � w Wo J O d' 0 Z 0 '2 w� za za w¢�� uz00 zvzQ z w z �0�� a nrwp"' OV Lu LL o F w z z ro zw 4� �w o z �J z w �. �a 0 w o��c J w a U_ O LA UwO� `W �¢L° N 1 �HY`t 0 z d00- N IZ g°�o z N N J <ao Lu Ln �Qcnp ZOQ o Z71 w W W EA"z� 00 � a u- Z z a�o 00 Z Z a�o � m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. 802 DAVIS OPTIONAL OVERHEAD SERVICE SAME A6 — UNDERGROUND 150 OR 200 AMP SERVICE METER REFER TO FLOOR PLAN FOR NOTED AMPS, REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 04 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. 150 = #i COPPER OR 2/0 ALUMINUM 200 m 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT, TYPICAL A/C MAIN D15C.1 ELECTRICAL D15CONNECT 150 OR PANEL 200 AMP #12 COPPER TO APPLIANCES AND GFI #14 COPPER TO LIGHT5 AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE 16 COPPER TO HVAC 1-1 INTERSYSTEM BONDING TERMINATION PER NEC 08, 25034 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIAL5 AND IN5TALLATION5 SHALL COMPLY W/ APPLICABLE PROV1510N5 OF THE NFPA 10-08, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY STAIR NOT 5 RAILING BALU5TER5 SHALL BE 5PAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 SHALL BE CCNTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER. HANDRAIL ENDS SHALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PAGE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE 5PAGE UNDER 5TAIR5 5HALL HAVE WALL5, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. RESIDENTIAL 6th EDITION (2011) - R302.1 AND R302,11 5TAIRWALL FRAME NOTE ALL 5TAIRWELL 5URROUNDING WALL5 AND KNEE WALLS ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CONSTRUCTION TiPE: TH15 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA55IFICATION. CEILING CONSTRUCTION: I. THE GARAGE 5HALL BE SEPARATED FROM THE RE5IDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGE5 BENEATH HABITABLE ROOM5 5HALL BE 5EPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LE55 THAN 5/E INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE 5EPARATION 15 A FLOOR=CEILING A55EMBLY, THE STRUCTURE SUPPORTING THE 5EPARATION 5HALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. DUELLING / GARAGE OPENINGS: 1. THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5HALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 1 3/8" IN THICKNE55, 5OLID CORE lS.GJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/6" THICK, OR 20 MINUTE FIRE RATED DOOR5, 2, ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PAGE MUST BE EITHER A 50LID GORE DOOR OR HAVE A MIN, FIRE RATING OF 20 MINUTE5. E RE55: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODES, 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. WINDOW INSTALLATION: WINDOW5 5HALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION5, WRITTEN INSTALLATION IN5TRUCTION5 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. TERMITE PROTECTION: I. PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA5=ON-GRADE FLOOR5 SHALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITE5. - CONDENSATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWN5POUT5 5HALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 511DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF. TOP RAILING NOTE: 5UBFLOOR ADHESIVE 15 U5ED IN ADDITION BALU5TER5 TO NAILS ON WOOD COMPONENT5. MAX 5PACING 4" 1 X 8 PAINTED WE). CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO OGEE 5TOP THE 51ZE OF A 2 X 12 5.Y.P. AND 15 NAILED TO EACH TREAD W/ 16d NAILS FROM THIRD LAMINATE TO TREAD— OPT, 2 X 2 BLOCKING NAILED TO TREAD AND R15ER. 3-2 X 12 STRINGER 2 X BLOCKING NAILED TO STRINGER, + 3/4" RISERS R15ER, AND TREAD. + + + 2 X TREADS± RIP FROM 2x12 I X 5PRUCE 03 OR 3/4" CDX. + + TO 51ZE NOTED ON PLAN PLYWD. R15ER. + 2 X 5OUTHERN YELLOW PINE # (ACTUAL THICKNE55 15 1 1/2") TREAD. TYP. OPT. RAILING ELEVATION CLOSED RISER DETAIL SCALE: I/2" = I' 0" 50ALE: 1/2" ; I'-0" "'�WEL P05T )P RAILING �LU5TER 4" O.C. 10E RAIL (REMOVE METAL 5PINDLE5) 8 PAINTED WE). CAP aEE STOP 11 a-mam 1 OoR LINE 4- OPTIONAL v: TREAD om 2X4WALL 1/2" GYP BD, 3/4" 5KIRT BD. 2 X 4 SPACER 2X12 STRINGER TYPICAL STAIR FRAMING DETAIL B 5CALE: 3/4" = 1411 GENERAL CONSTRUCTION NOTES CHAPTERS AND SECTIONS REFER TO F.B.C. RESIDENTIAL 6th EDITION (2011) MECHANICAL AND HVAC I. ENERGY GALCULATION5 FOR HEATING AND COOLING CAPACITIES 5HALL BE FURNI5HED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCE5 5HALL BE ACCE5515LE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING 5PAGE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE 5HALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCT5 IN THE GARAGE AND DUCT5 PENETRATING THE WALL5 OR CEILING5 5EPARATING THE DWELLING FROM THE GARAGE 5HALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) 5HEET STEEL OR OTHER APPROVED MATERIAL AND 5HALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 5HALL BE RA15ED AT LEAST 3 INCHE5 (16 mm) ABOVE THE FINI5HED GRADE AND 5HALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION IN5TRUCTION5. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCE5 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF 5TOPPAGE IN THE CONDENSATE DRAIN PIPING 5Y5TEM, THESE PANS 5HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF 5ECTION5 M1411.3. EXHAUST FANS AND VENTING (.OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM 5HALL BE D15CHARGED TO THE OUTDOOR5. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL 5PAGE. 2, EXHAU5T AIR FROM BATH ROOM5 AND TOILET ROOMS 5HALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE EXHAUSTED DIRECTLY TO THE OUTDOOR5. EXHAU5T AIR FROM BATHROOM5 AND TOILET ROOMS 5HALL NOT D15CPARGE INTO AN ATTIC, CRAWL 5PAGE, OR OTHER AREA5 IN51DE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAU5T DUCT 5HALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT 5HALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) POP, EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A GLOTHE5 DRYER B005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAU5T DUCT, INCLUDING ANY TRAN51TION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHE5 DRYER B005TER PAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAU5T DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORD5 "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4, PROVIDE LOUVER DEVICE5 AT INTAKE AND EXHAU5T LOGATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBC. ROUGH -IN IN5RECTION REOUE5T NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH=IN5 MUST BE COMPLETE, IN5PEGTED AND APPROVED BEFORE REQUE5TING THE FRAMING INSPECTION. WINDOW FALL PROTECTION IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 13 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. RESIDENTIAL 6th EDITION (2011) - SECTION R312.2. WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.G. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2, INSULATION NOTES • GMU WALL5:--==- R=FOIL 4.1 KNEE WALL5 THAT BACK UP TO CEILING • FRAME WALLS: ---- =--= R-13 AREA ONLY: ==== --- =__= R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URVEi NOTE A FOUNDATION SURVEY 5HALL BE PERFORMED AND A COPY OF THE SURVEY 5HALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 U5E, OR ALL PROPERTY MARKERS 5HALL BE EX1305ED AND A STRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK5, CLING AT ENTRY' NOTE ALL ENTRY GLG5. TO BE 15/32 058, CEMENTITOU5 FIN15P (U.N.0) GA5 APPLIANCE PROTECTION IN 6ARA6E NOTE PROTECTION OF 6A5 APPLIANCES IN RESIDENTIAL GARAGES: MINIMUM 3" DIAMETER 5CH 40 5TEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT. ABOVE FIN15PED FLOOR, GENERAL NOTES • DUE TO VARIATIONS IN CITY REQUIREMENT5, 5UBDIV1510N 5PECIFICATION5, CON5TRUCTION TECHNiQUE5, DIVER5ITY IN MATERIAL5, AND PLAN REV1510N5, ALL DIMEN5ION5 AND ELEVATIONS MAY VARY PER INDIVIDUAL PLAN, ACTUAL FIELD CONDITION5 MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CON5TRUCTION. • ELECTRICAL LOCATION5 5HOWN ON DRAWING5 MAY BE CHANGED AT THE 50LE D15CRETION OF CALATLANTIC HOMES OR IT5 LICEN5ED ELECTRICIAN IN ORDER TO COMPLY W/ NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODES. CALATLANTIC HOME5 WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLET5 AND / OR 5WITCHE5 5HOWN. • ALL PLUMBING DIMEN51ON5 ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR SLAB EDGE. IT 15 THE RE5PON515ILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF ALL PLUMBING DIMEN51ON5. NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN TH15 5ET OF DRAWING5 REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ARE TO BE CON5IDERED "NOMINAL DIMEN51ON5" CHIMNEY HINT R OUIREMENT5: WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MU5T EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'=0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CL05ER. TUE AND 5HOWER ARE45: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM Cl286, CI325, OR CIIIE AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION5 5HALL BE U5ED A5 BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANEL5 IN 5HOWER AREA5. FLOOD ZONE REOUIREMENT5: PLAN MEET5 OR EXCEEDS FEMA FLOOD FINI5HED GARAGE FLOOR ELEVATION. BEWS DESIGN GROVP 150 STATE STREET' FAST OLDSMAR, FLORIDA 34677 813.925. 130d TEL 813 . 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEiWER. � EST. 1994 s 0 zC) N 0 1-4 �� �V)Mo mac% M� a �Ln Q a� M Q U Q� .� ZC)H wwo J � d- J Oz �o W za z� <a WQ�ft oQgo J o W cy u J aC2u-o O W � N W �Wo o(n Q zz }O �z W Z �� 0 Q J Q QC z W T-+ Lu z Q ow z `-' z U Z z0 J O ui z j CD z Q L m z w = O 0- w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT1 DAVIS I� 1 16 m a (-) 3 1/2" (-) 3 1/2" SLOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL 5GALE: N.T.5. FIN15H FLOOR OVER SHEATHING OVER WOOD FLOOR 5Y5TEM PER PLAN WALL PER PLAN P.T. 2 "x4" CURB TILE PER 5PEG SLOPE MUD TOWARD DRAIN t I ' 1� FLOOR DRAIN \ WATER PROOFING MEMBRANE SHOWER CURB DETAIL @ WOOD FRAMED FL SYS. 5GALE: 3/4" = 1'-6" WALLS - TYP. ALL TUB/5HWR5. NICHE AT BATH 5GALE: N.T.5. FIN15H FLOOR OVER REINF GONG SLAB PER PLAN — WALL PER PLAN P.T. 2 "x4" CURB TILE PER 5PEG SLOPE MUD TOWARD DRAIN FLOOR DRAIN UA 10 WATER PROOFING MEMBRANE RECESSED SHOWER DETAIL Cab CONC SLAB 5GALE: 3/4" = I'-011 LO TO BE ;HE ONLY -IE BUT URNS #5EE DETAIL WP13 ON SHEET DTS FOR ALL FLOOR CUR55 NICHE AT SHOWER FINISH FLOOR OVER REINF GONG SLAB PER PLAN WALL PER PLAN TILE PER 5PEG SLOPE MUD 6" TOWARD DRAIN MI LU FLOOR DRAIN ID WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL @ CONC SLAB 5GALE: 3/4" = 1'-0" 5GALE: N.T.S. FULL 1/2 = all RADIU5 ul 12" RADIU5 RND. ARCH z z z U U v e 4 4 4 e C e co a� cs� 3'-6" AND 3'-1" TO 1'-011 1'-1" AND LARGER SMALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN UPPER FLOOR NOTE: WHEN AN S" AND 12" RADIU5 HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2'-0") THEY NEED TO ALL HAVE THE LARGER RADIUS. _ z _0 FULL 1/2 J- 8" RADIU5 = mt 12" RADIU5 Qn RND. ARCH z = z CO..) v U U U v 3'-6" AND 3'-1" TO 1'-0" 1'-1" AND LARGER SMALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PL N MAIN FLOOR TYPICAL INTERIOR ARCHES 5CALE: 1/4" = I'-0" 5HOWER HEAD - PER SPEC VALVE PER 5PEG SHOWER FLOOR PER 5PEG TEMPERED GLA55 W/ HARDWARE PER 5PEC'5 ' NEE WALL PER PLAN CURB PER PLAN FLOORING PER PLAN TYP. VALVE AND SHWR. HEAD DETAIL 5GALE: 1/2" = I'-0" z x L" Lu z 1 1/2" THICK 3/4'I THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING TYP. SHOWER ENCLOSURE DETAIL NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THIGKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINI5HED KEY5TONE5 (WHERE APPLICABLE) IF THIGKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL SEE 5HEET DT6 FOR 5TUGG0 NOTES. SCALE: 1/2" = 1'-0" LIGHT FIXTURE PER 5PEG'5 MIRROR ADHERED TO WALL W/ MASTIC INSTALLED A5 PER MAN'F AND TO MEET A5TM 5TANDARD5 4" BACK 5PA5H PER 5PEG15 BATHROOM VANITY o PER 5PEG'5 FLOORING PER PLAN TYP. MIRROR AND LIGHTING @ VANITY SCALE: 1/2" = I4" TOWEL BAR T.P. HOLDER Rl TYP. BATHROOM ACC. DETAIL APPLY AGRO55 INSIDE FACE OF BLOCK OPENING 5GALE: 1/2" = I'-0" 6" MIN. WIDE AGRO55 FRONT FACE I 1'-0" MIN. f ABOVE SILL I'-0" MIN. BELOW SILL 5GALE: 3" -0" E LASTO M E RI C PAINTED SILL DETAIL MASONRY APPLICATION ONLY SCALE: NT5 ROOFING MATERIAL FIBERGLA55 SHINGLE: - 5YNTHETIG ROOF UNDERLAYMENT IN5TAL_LED PER MANUFACTURE 5PEC5 - 1/16" APA RATED 5HEATING NOTE: FRAME IN ASPHALT 5HINGLE5 (IF APPLICABLE) : UNDER 51DE OF OPNG. I. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT 5HINGLE5 5NALL BE INSTALLED IN ACCORDANCE WITH F.B.C. W/ 2x ON IT SIDE RESIDENTIAL 6th EDITION (2011) - SECTION R9052.6 AND R905.21o.1. 2. ASPHALT 5HINGLE5 5NALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR RIDGE GREATER. _@ - FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) UP TO FOUR UNIT5 VERTICAL IN 12 R,O. UNIT5 HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II OR A5TM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. TILE 4' OFF RIDGE VENT - FOR ROOF 5LOPE5 OF FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12) OR GREATER, ONE LAYER OF HOLE 51ZE: 12"x46" UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11 OR A5TM D 4369, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. 3. FA5TENER5 FOR ASPHALT 5HINGLE5 5NALL BE GALVANIZED 5TEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING RIDGE NAILS, MINIMUM 12 GAUGE. 12 5EE PRE ENGINEERED WOOD TRU55 R.O. ELEV. INSULATION PER COMMUNITY 5PEC5 AND ENERGY GALC5 5HINGLE 110-D OFF RIDGE VENT HURRICANE ANCHOR AT EACH TRU55 HOLE 51ZE: 10"x2l" 5EE TRU55 LAYOUT ROOFING MATERIAL (5EE NOTES ABOVE) ROOF VENT n ,, ,� ,, ,, „ � � � ELEVATION VARIES DETAIL TOP OF MASONRY METAL DRIP EDGE 5GALE: NT5 2x FA5GIA BOARD WRAPPED IN ALUM, 5EE ELEVATION FOR CLARIFICATION - - VINYL SOFFIT VARIES 5EE ROOF PLAN SOFFIT AND FASCIA D ETAI L N.T.S. i DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXAAAR, FLORMA 34677 813 .92.5. 1300 TEL 813 .92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVPR wa EST. 1994 Fz=--- I 0 z� +� o > (n M �v) MLr) Ln QLL M U a� Q `. z C' Lu Wo J C) 1.0 J oz �o �s W� za z� QQ WQ."a u0 J 0 < 0 w Z Lli >-a0Ln a�2'o uU w N mz0 w Q oN zz }o r z �z GLu z 5 z 0 �� O F— < U Q oF­4 p� OJ w UJ z Q 0 Q �W z `* 0 z U z z 0 w z 0 U F— m: o o z z Q w z > g w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT2 I _'TTII .N 7"i ITB-IT 7-71' ' 1Cf.Su. I i I 11 1 11..1 1 1 GENERAL 5RICK FONE NOTE5 (WHERE APPLICABLE) BRICK/5TONE SHALL BE SELF 5UPPORTING. MA50N 5HALL PROVIDE ANGLE SUPPORT AT OPENING5 5UCH THAT IT SPANS THE OPENING AND DOE5 NOT ADD WEIGHT TO HEADERS, HEADERS PROVIDE LATERAL 5UPPORT ONLY. AT MASONRY, USE 6"X6"X31V 5TEEL ANGLE W/ 1/2" DIA, X 5" 51MP50N TITEN ND ANCHORS a 24" O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM, ANGLE 51ZE PER B.I.A. AND F.B.C. CRITERIA, OR BY OTHERS, AT FRAME, USE 5"X5"X3/8" 5TEEL ANGLE W/ 3/8" DIA. X 4" LAG 5GREW5 9 12" O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.LA. AND F.B.C. CRITERIA, OR BY OTHERS. BRICK/STONE TIE5, ANGLES SUPPORTS, AE5THETIC FIN15HE5 5HALL BE IN5TALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5GE 5 A5 APPLICABLE. VORTEX ENGINEERING, LLC.15 NOT RE5PON515LE FOR BRICK/5TONE IN5TALLATION INFORMATION, A5 BRICK/STONE DE51GN 15 BY OTHERS, 5ECOND FLOOR AREA5 NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE BRICK/5TONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UCN AREA5, AND LIMIT DEFLECTION TO LI&OO IN THE5E AREAS FOR PURP05E5 OF BRICK 5UPPORT, FOUNDATIONS HAVE BEEN SITED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE. BRICK/5TONE AND IT5 SUPPORT EXCEPT A5 NOTED 15 BY OTHER5, NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA5HING5, WEEP5, CONTROL JOINT5, AND ALL OTHER BRICK/5TONE CRITERIA 15 BY OTHERS. THE NOTE5 ABOVE PERTAIN TO CLAY BRICK MA50NRY AND NATURAL STONE. SIMULATED PRODUCT5 AND VENEER5 SHALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATfON5 AND THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. CHEMICAL TERMITE TREATMENT NOTE5 I. " A PEMANENT 51GN WHICH IDENTIFIE5 THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL 5HALL BE PROVIDED. THE 51GN 5HALL BE P05TED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWN5POUT5 5HALL D15CHARGE AT LEAST I'-D" FROM BUILDING 51DEWALL5. 3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RI5ER5 AND SPRAY HEAD5 5HALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 51DEWALL5. 4. TERMITE PROTECTION SHALL BE PROVIDED BY REGI5TERED TERMITICIDE5 INCLUDING 501L APPLIED TERMITICIDE5, BAITING 5Y5TEM5, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CON5TRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE 5HALL BE 155UED BY A LICEN5ED PE5T CONTROL OPERATOR 5. BOXED AREAS IN CONCRETE FLOOR5 FOR 5U55EQUENT IN5TALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLA5TIG FORMS. 6. MINIMUM 6 MIL. VAPOR RETARDER MU5T BE INSTALLED 1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 8. ALL BUILDING5 ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT. S. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PE5T CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE 155UED, THE CERTIFICATE OF COMPLIANCE 5HALL 5TATE "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRANEAN TERMITE5. THE TREATMENT 15 IN ACCORDANCE WITH THE RULE5 AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5." 10, NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRA5H, ETC. 5HALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROP05ED BUILDING M/I SGD R.O. SCHEDULE SIZE "R.O. CMU (Flange)" "R.O. FRAME (Fin)" 5068 62 X 81 1/2 60 1/2 X 80 1/2 5080 62 X 97 1/2 60 1/2 X 96 1/2 6068 74 X 81 1/2 72 1/2 X 80 1/2 6080 74 X 97 1/2 72 1/2 X 96 1/2 8068 98 X 81 1/2 96 1/2 X 80 1/2 8080 98 X 97 1/2 96 1/2 X 96 1/2 9080 108 3/4 X 97 1/2 107 1/4 X 96 1/2 10080 120 X 97 1/2 119 X 96 1/2 12080 145 X 97 1/2 145 3/4 X 96 1/2 16080 (4-panel) 191 1/4 X 97 1/2 (from recess) 189 1/2 X 96 1/2 (from recess) 9080 POCKET 143 X 96 1/2 - finish 107 X 96 1/2 N/A 12080 POCKET (STD.) 194 X 97 1/2 - finish 144 X 97 j N/A 12080 POCKET (UPGRADED) 194 X 99 - finish 144 X 99 N/A RO HEIGHT IN BLOCK TO BE FROM RECESS WINDOW SCHEDULE Size "R.O. CMU (Flange)" "R.O. (Fin)" Type 13 20 1/8 X 38 3/8 18 5/8 X 37 7/8 S.H. 15 20 1/8 X 63 18 5/8 X 62 1/2 S.H. 22 38 X 26 N/A S.H. 23 38 X 38 3/8 36 1/2 X 37 7/8 S.H. 24 38 X 513/8 36 1/2 X 50 1/8 S.H. 25 38 X 63 36 1/2 X 62 1/2 S.H. 26 38 X 72 36 1/2 X 71 1/2 S.H. 34 54 1/8 X 63 52 5/8 X 50 1/8 S.H. 35 RH 54 X 70 N/A S.H. 35 54 1/8 X 63 52 5/8 X 62 1/2 S.H. 36 54 1/8 X 72 52 5/8 X 71 1/2 S.H. 1414 17X16 16X16 P.W. 1420 17 X 24 16 X 24 P.W. 1626 N/A 18 X 30 P.W. 1630 N/A 18 X 36 S.H. 1650 N/A 18 X 60 S.H. 2014 25 x 16 24 X 16 P.W. 2020 25 x 24 24 X 24 P.W. 2026 25 1/5 x 30 1/2 24 X 30 P.W. 2030 N/A 24 X 36 S.H. 2030 25 X 36 24 X 36 P.W. 2040 N/A 24 X 48 S.H. 2044 N/A 24 X 52 P.W. 2050 N/A 24 X 60 S.H. 2424 29 X 28 28 X 28 P.W. 2436 N/A 28 X 42 S.H. 2440 N/A 28 X 48 S.H. 2640 N/A 30 X 48 S.H. 2650 N/A 30 X 60 S.H. 3014 37 1/2 X 16 1/2 36 X 16 P.W. 3020 37 3/4 X 24 1/2 36 1/4 X 24 P.W. 3030 N/A 36 X 36 S.H. 3030 37 X 36 36 X 36 P.W. 3040 N/A 36 X 48 S.H. 3046 N/A 36 X 52 5/8 S.H. 3050 N/A 36 X 60 S.H. 3650 N/A 42 X 60 S.H. 4010 49 X 12 48 X 12 P.W. 4014 49 X 16 48 X 16 P.W. 4020 N/A 48 X 24 P.W. 4030 N/A 48 X 36 S.H. 4040 N/A 48 X 48 S.H. 4050 N/A 48 X 60 S.H. 4060 49 X 72 48 X 72 S.H. 4650 55 X 60 54 X 60 S.H. 5040 N/A 60 X 48 H.R. 6050 73 1/2 X 60 3/4 72 X 60 1/4 P.W. 6060 73 1/2 X 72 1/2 72 X 72 P.W. 2 (26) 75 X 72 1/8 N/A S.H. 25 W/ Circle Top 38 X 85 36 1/2 X 84 1/2 S.H. 26 w/ Circle Top 38 X 94 36 1/2 X 93 1/2 S.H. 35 w/ Circle Top 54 1/8 X 93 52 5/8 X 92 1/2 S.H. 4650 P.W. 55 X 60 54 X 60 P.W. H24 27 1/2 X 50 5/8 N/A S.H. H32 27 1/2 X 26 N/A S.H. H33 27 1/2 X 38 3/8 26 X 37 7/8 S.H. H34 27 1/2 X 50 5/8 26 X 50 1/8 S.H. H34 w/ Circle Top 27 1/2 X 67 3/8 25 3/4 X 63 S.H. H35 27 1/2 X 63 26 X 62 1/2 S.H. H36 27 1/2 X 72 26 X 71 1/2 S.H. ,-1oI r ,, 1 CONTROL JOINT DETAIL 5CALE: N.T.5. 2x4 FRAh WALL 1/2" DRY PLAN VIEW PAPER BACKED METAL LATH 3 COAT 5TUCCO FINISH (CEMENT PLA5TER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATION5 5HALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 STUCCO CONTROL JOINT DETAIL OVER FRAME 5CALE: N.T.5. SEAT IN CONCRETE SLAB CONCRETE 5LAB 5TUCCO TRADITIONAL TWO COAT 5Y5TEM (CEMENT PLASTER) MA50NRY WALL 5TRIKE AND CUT TO A LINE MIN. I" OR 2" MAX. BELOW SLAB SEAT 6 STUCCO TERMINATION ON C.M.U. AT FOUNDATION 5CALE: N.T.5. STUCCO /FRAME CON5TRUCTION � LATH 15 REQUIRED TO BE D15CONTINUOU5 BEHIND THI5 JOINT FRAME GON5TRUCTION MA50NRY GONSTRUCTION CEMENT f LA5TER (STUCCO) SHEATHING BOARD 5ELF - FURRING LATH WATER RE515TANT BARRIER (2 LAYER5) LAP OVER WEEP 5CREED AND BELOW END OF 5HEATHING BOARD 6" 5ELF ADHE5IVE MEMBRANE TAPE TERMINATE THE 5ELF-FURRING LATH 115" -1/4" ABOVE THE GROUND OF THE M.W.W.S. WEEP SCREED CONTROL JOINT 5TUCCO FIN15H A5TM 1063 1.11.4.1 CONTROL JOINT5 - CONTROL (EXPAN51ON AND CONTRACTION) JOINTS 5HALL BE IN5TALLED IN WALLS NOT MORE THAN 144 FT. 50, (13.4 M 5Q.) IN AREA AND NOT MORE THAN AREAS OF 100 FT. 5Q. (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE 5TRUCTURE5. 1.11.4.2 THE D15TANCE BETWEEN CONTROL JOINT5 5HALL NOT EXCEED 18 FT. (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 7✓ TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.43 A CONTROL JOINT OR EXPANSION JOINT 5HALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE 5A5E EXTERIOR WALL. HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.5, WATER RE515TANT BARRIER (CONTINUOUS BEHIND CONTROL JOINT) 5ELF-FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORRO51ON WIRE TIE, OR 15 LB, TENSILE STRENGTH ZIP TIE 1/8" NOMINAL CEMENT PLASTER OVER FRAME CON5TRUCTION (5TUCCO) -5HEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME 5CALE: N.T.5, 7 SHEATHING TWO LAYER5 WRB 6" 5TRIP OF 5AF D15CONTINUOU5 LATH BEHIND C.J. PER 45TM C1063 LATH ATTACHED TO FRAMING MEMBER5 ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE 5TRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DETAIL 5CALE: N.T.5. WHERE CEMENT PLA5TER (5TUCCO)15 TO BE APPLIED TO LATH OVER FRAME CON5TRUCTION, MEA6URE5 5HALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RE515TIVE BARRIER, A BOND BREAKER 5HALL BE PROVIDED BETWEEN THE WATER RE515TIVE BARRIER AND THE CEMENT PLA5TER (STUCCO) CON515TING OF ONE OF THE FOLLOWING: I. TWO LAYER5 OF AN APPROVED WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RE515TANT BARRIER OVER AN APPROVED PLA5TIC HOu5E WRAP, OR 3. OTHER APPROVED METHOD5 OR MATERIAL5 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S IN5TALLATION IN5TRUCTION5. SHEATHING BOARD - NOTE: 1/8" (.=) SAP BETWEEN 5HEET5 OF PLYWOOD AND 055 AT VERTICAL AND 40RIZONTAL JOINTS. WATER RE516TANT BARRIER - 2 LAYER5 (5EE NOTE5 ABOVE FOR LAYERING OPTION5) SELF -FURRING LATH LATH NAILED / 5TAPLED TO FRAMING MEMBER5 MAX. 5PACING 6" O.C. CEMENT PLA5TER BASE COAT (5GRATCH d BROWN) (STUCCO) FINISH COAT TEXTURE COAT BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 813 . 92.5.1300 TEL $13 . 92S . 1$00 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER 4=--� EST. 1994 G-�---> • O Z O ON O 1 (� M O �v) ML0 � U. a LL fu QU CL 00 Z w w0 J O O d' oz z 0 3> Lu Z Wacfa 8z�o z j Z Q FBI = o W z ¢ C L L J a L o UU Lu W mow° oU) z Z ru �w z z aal 0 �� o oa O w I— L.L e--s Lu C)� Q z Q No w Z 0 \ `- o Z U Z 0 z 0_U w z I— V O '—' z Q �i.0 0 m z w o CL W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT3 AL DAVIS P. COLUMN CON5TRUG' STUCCO (CEMENT PLASTER) LATH 2 LAYER5 WRB WEEP 5CREED CONCRETE 5TOOP q 1 COLUMN AT CONCRETE SLAB SCALE: N.T.5, BARRIER PAPER FLASHING NAILING FIN NO SEALANT NOTE: MAKE 5URE THE 5HEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A 1/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK THI5 GAP. WATER DRAINING FROM ABOVE MU5T HAVE A PLACE TO EXIT. 6 FIN WINDOW HEAD DETAIL 5GALE: N.T.5. CORNER BEAD FA5TENED WITH NAILS, SCREWS, OR 5TAPLE5 AT 6" O.C. VERTICALLY WIRE LATH STUCCO CEMENT PLASTER (STUCCO) INSIDE CORNER OUTSIDE CORNER 2 STUCCO DETAIL AT CORNERS SCALE: N.T.5. BACK CAULK 51LL DAM AND 12" UP WALL EACH SIDE STOP FLASHING HERE INTERIOR PEEL -AND -STICK MEMBRANE 2 LAYERS W.R.B. 5HEATHING NOTES: APPLY A NARROW DAM 5TRIP TO THE ROUGH SILL BEFORE FLA5HING WITH 5HEATHING WRAP OR A FLEXIBLE FLA5HING MEMBRANE 3 SILL FLASHING DETAILS SCALE: N.T.5. EXTERIOR FIN15H BEAD OF 51LICONE CAULK UNDER WINDOW FLANGE 5EALANT 5rucco BAND BITUMINOUS MEMBRANE OR FELT BITUMINOU5 STUCCO BAND k MEMBRANE OR FELT EXTERIOR FIN15H SILL DETAIL HEADER DETAIL 7 FIN WINDOWS EXT. CASINGS 5GALE: N.T.5, STEP 1 IN5TALL THE VENT ACCORDING TO THE MANUFACTURER'S RECOMMENDATION5. TRIM THE HOU5E WRAP A CL05E A5 P0551BLE AROUND THE PERIMETER OF THE VENT. SELF ADHESIVE MEMBRANE FLASHING AT DOOR5 BACK CAULK SILL AND 12" UP WALL EACH SIDE WOOD FRAME 4 r5GALE: LASHING DOOR THRESHOLD N.T.5. NOTE STEP 2 FLA5H THE VENT USING THE 5AME METHOD A5 WINDOW5. STARTING AT THE BOTTOM FLANGE: CUT THE FLA5HING 50 THAT IT EXTENDS PAST THE FLANGE5 BY I" ON BOTH 51DE5. NOW APPLY THE FLASHING TO THE 51DE5 OF THE VENT. REMEMBER TO EXTEND THE FLASHING I" ON BOTH TOP AND BOTTOM. MAKE SURE TO 5MOOTH OUT WRINKLES AND AIR BJBBLE5, THE U5E OF A J-ROLLER 15 OPTIONAL. PREFAB METAL DOOR EXTERIOR p00R THRESHOLD —� FORMED "SEAT" IN CONCRETE SLAB ACTS A5 PAN FLASHING — ' v SLAB ON GRAPE e USE PLASTIC 5HIM5 CONCRETE SLAB UNDER DOOR 5 r5cALE: LASHING DOOR THRESHOLD N.T.5. THI5 TYPE OF INSTALLATION 15 SUITABLE FOR 5EVERAL DIFFERENT PENETRATION5. ALWAYS U5E THE 5HINGLING METHOD AND ENSURE A TIGHT 5EAL AROUND THE FLANGE/PENETRATION. 18 FRAME WALL FLASHING PENETRATIONS 5GALE: N.T.5. STEP 3 THE FINAL 5TEP 15 TO IN5TALL THE FLASHING AGRO55 THE TOP. EXTEND THE FLASHING OUT AT LEA5T I" ON BOTH 51DE5. y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAV4SBEW&COM TAMPA • DENVER EST. 1994 L1 O Z O O N II 1 a) �' O (/) M O 0 u Ln a cn•L� O Lr) L LL C)� zI¢— - M z U E Z w Wo J O d- J Oz =O w� zaa z <a Lu < UZuQ ' ^ U �OZZ L 5 U) C a O 0 0 � rt O W N mzo w Q ON z0 Q U z Z Lu z g z � a -� U z OQ LL z .j Q Q ow z z ui U Z zO w z Q U I— V o z Q UJ m z 0- W QD m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT4 J J ..li �� �i. ! uial•,u ,. ir.l IIa �'f Ldl,��. AI II II1Nii�f� nl lik:: ���, ii f! I-.,. i , -,-. � �_ FLASHING REQUIREMENTS R609.1 General. This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance with the fenestration manufacturer's written instructions. Window and door openings shall be flashed in accordance with Section R703.4. Written installation instructions shall be provided by the fenestration manufacturer for each window or door. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 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 R703.1. The water -resistive barrier is not required for detached accessory buildings. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWF SHEATHING OVER Wl INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHIr OVER NAILING FLA AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD IPORARILY D-UP & SE( ISEWRAP (( ;K FLAP UN' i EAD LD HOUSE' AT JAMBS OPE SILL R 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2. 1.2.In accordance with the flashing design or method of a registered design professional. 3. 1.3.In accordance with other approved methods. 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. 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. 3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4.Continuously above all projecting wood trim. 5. S.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. INSTALL 4" SELF-ADHER FLASHING 01 WINDOW FIr EXTEND SELI FLASHING 1" JAMB FLASH: TYPICAL WINDOW FLASHING INSTALLATION DETAILS 4LIGN FLASHINC NI INT. EDGE 0 TILL R.O. MECHANICALLY =ASTEN FANNED EDGES. (CAP NA 37APLES) PER M INSTRUCTIONS INSTALL 6" WIDI SELF -ADHERING =LASHING AT SII EXTEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT A. CONTINUOUS ) BACK OF WIND ;E IN LINE W/ SOLES OR SLOTS INSTALL WINE PLUMB, LEVEL SQUARE PER l` WRITTEN INS - NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM E 2112 METHOD A-1 EXCEPT SELF -ADHERING FLASHINGS ARE USED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURER'S WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 6" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 813. 925 .1300 TEL 813.92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER �—� EST. 1994 � O Z 0 N OO M O U) d M i N �Z N O Lf) L LL ZCL Q U Q� Z � ~ W Wo oZ �o 0 S w� za z� <Q w¢�a , ^ 0 Q L) J Z Z Q°0W 0WLLo °WAN w �iz0 o(n Q Zz ro z w 0 0 U aJ 0 Q Z 0 LLJ LL 0 �UJ z z QfNw z (, z Z 0 � 0_U UJ Z f_ V' O '-' z LU m z W = r-i o g W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT5n 1 DOOR HEADER (RE: STRUCTURAi (RE: STRUCTURAL SHEATHING ATTA STUDS INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP AT 450 ANGLE STEP 2 FOLD HOUS AND AROUN AND HEAD MECHANICA FASTEN FAN EDGES. (CAI STAPLES) PI INSTRUCTI( INSTALL 6" SELF-ADHEF FLASHING A EXTEND FLE DOWN THE INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASH] OVER DRIP CAP NAILING FLANGE STEP 3 STEP 6 \ STEP 7 STEP 8 TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS - OUTSWING &FIXED FRENCH DOORS APPROVED HOUSEWRAP OVER — SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP X FOLD HOUSEWRAP IN AND AROUND JAMBS STEP 1 � STEP 2 � TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS -INSWING &FIXED FRENCH DOORS INSTALL DOOR PLUMB, LEVEL AND SQUARE PEP MANUFACTURER'S WRIT INSTRUCTIONS SET THRESHOLD IN BE[ SEALANT APPLY SEALANT AT JAM FRONT EDGE AND INTEI EDGE OF THRESHOLD INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT CORNERS AND FRONT EDGE OF THRESHOLD INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLA DOOR FRAME 1/4" STEP 4 SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 9 INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING STEP 5 NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. x ' :!X� STEP 5 NTS NTS y DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER EST. 1994 O Z O ON ^O > Ln M O z Ln L LL cl ` /1 fu Q V Q00 .1 w Zwo J CD J 0z �o �> W� zaa z� as w . Q d 80.0 0zZ f--� J 0. a O Lc) �U-o �U N w co W Lu ON z z Q �O z w z z g z Ox o U oa ~ D H Z W U- ii ^� Vl z � Q Q ow Z O Lu z (, z z W z 0 U F- o '—' z Q Lu 0 0° z w = D O a. w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. i m 0 SHEET NO. DT5 0 2 5HEATHING WRAP AND FLASHING: THESE 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENT5 OF: SECTION R103.1.3 WATER-RE515TIVE 5ARRIER5 ALL 5HEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'S NOT ENOUGH TO WRAP A HOU5E, AND THEN TO 51MPLY X-CUT THE OPENING5 AND FOLD THE FLAP5 IN51DE. FOLLOW THE GUIDELINE5 FROM THE DETAIL SHEETS WHEN IN5TALLING ANY 5HEATHING WRAP. ASPHALT -SATURATED FELT: COMMONLY AVAILABLE IN TWO WEI6HT5, ASPHALT FELT, OR "BLACK PAPER," 15 MADE FROM CORRUGATED PAPER5 MIXED WITH 5AWDU5T AN[) AN ASPHALT RE51N. WHEN CH005ING NO. 15 FELT, LOOK FOR MATERIAL RATED 45TM D4869 OR 45TM D22(o STANDARD, WHICH EN6URE5 A WEIGHT OF AT LEAST 11.5 L55. PER SQUARE, PLASTIC HOU5E WRAP: PLASTIC HOU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE, THE PRIMARY DIFFERENCE IN HOU5EWRAP5 15 WHETHER OR NOT THEY ARE PERFORATED: l.) PERFORATED PRODUCT5 ARE MADE FROM A VAPOR -TIGHT PLA5TIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO "BREATHE" (ALLOW VAPOR TO PA55 THROUGH). UNFORTUNATELY, THE5E HOLES AL50 ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE 51DING 15 PRE55ED TIGHT AGAINST IT, THE HOU5EWRAP WILL 5LOW THE 5EEPAGE BUT WILL NOT BLOCK IT ENTIRELY. 2J NON -PERFORATED HOU5EWRAP5 ARE MADE FROM PLA5TIG FIBER THAT ALLOW5 VAPOR TO PASS BETWEEN THE FIBERS. THESE GENERALLY PERFORM MUCH BETTER THEN PERFORATED PRODUCT5 AT RE515TING LIQUID WATER, WHICH 5HOULD BE CON5IDERED THEIR PRIMARY TA5K LEACHING: HOU5EWRAP6 ARE 5U5CEPTIBLE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD 51DING MATERIAL5, PARTICULARLY CEDAR AND REDWOOD. TH15 CAN BE PREVENTED IN TWO WAY5: I.) IN5TALL 51DING ON BATTEN5 TO CREATE AN AIR GAP, WHICH REDUCE5 CONTACT BETWEEN THE 5HEATHING WRAP AND SIDING, 2.) BACK -PRIME ALL WOOD SIDING MATERIAL5. TH15 REDUCE5 LEACHING AND BLOCKS M015TURE FROM MOVING THROUGH THE 51DING AND BL15TERING THE FIN15H. INSTALLING 5HEATHING WRAP THE PRIMARY PURP05E OF HOU5E WRAP 15 TO STOP WATER AIR-5EALING AND VAPOR CONTROL ARE 5ECONDARY. I.) U5E 5HEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF 51DING 15 USED, 2.) THE WRAP SHOULD BE CONTINUOU5: AVOID A PATCHWORK OF 5MALL PIECE5. REVIEW FLA5HING DETAILS, A5 50ME FLA5HING5 (5UCH A5 TN05E AROUND ELECTRICAL FIXTURE5, MECHANICAL PENETRATIONS, ETC.) SHOULD BE IN5TALLED CONCURRENT WITH 5HEATHING WRAP. 3.) LAP UNDER COUR5E5 OF HOU5EWRAP OVER LOWER COUR5E5 4 INCH AND LAP VERTICAL 5EAM5 12 INCHE5. CODE REQUIRE5 A HORIZONTAL LAP OF 6 INCNE5, 4.) DO NOT X-GUT 5HEATHING WRAP AT OPENINGS. IN5TEAD, I -GUT THE 5HEATHING WRAP, RUNNING THE KNIFE ALONG THE ROUGH OPENING AT THE HEAD OF THE 51LL, AND THEN 5LITTING VERTICALLY IN THE CENTER OF THE OPENING. 5J IF THE WALL5 ARE LAPPED WHILE THEY ARE LYING ON THE DECK BEFORE 5TANDING THEM UP, BE 5URE TO ADD A COURSE OF 5HEATHING WRAP TO COVER THE RIM J015T. REMEMBER, TH15 COUR5E MUST LAP UNDER THE 5NEATNING WRAP ABOVE IT. 6.) ALWAY5 WRAP GABLE END5. TH15 PART OF A HOU5E 5EE5 A LOT OF EXP05URE TO WIND -DRIVEN WATER. 1) ADD A 5ECOND LAYER OF 5HEATHING WRAP ALONG IN51DE AND OUT5I1DE HOU5E CORNER5, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 36-IN. WIDE A5PHALT FELT) ON EACH WALL, 8.) CONTROL 5PLA5HBACK BY SLOPING THE GRAPE AROUND THE HOU5E AN KEEPING 51DING AT A5T 8 INCHE5 ABOVE E E D KEEP D LE E B E GRADE. AT DECKS AND 5TOOP5 WHERE 5PLA5HBACK MAY BE A PROBLEM, U5E A WIDE PEEL-AND-5TICK FLASHING MEMBRANE MAKE 5URE THE MEMBRANE LAP5 UNDER THE 5HEATHING WRAP ABOVE IT, 9.) ALL FLA5HING (FOR WINDOW5, DOORS, DECK LEDGER5, ELECTRICAL FIXTURE5, VENT, PIPE5, AND CANTILEVERED BEAM5) MUST LAP UNDER THE 5HEATHING WRAP ABOVE IT, DO NOT RELY ON TAPE TO 5EAL THE FLASHING. TAPING HOUSE WRAP: MANUFACTURE5 OF PLASTIC HOU5EWRAP RECOMMENDED TAPING ALL 5EAM5 TO BLOCK AIR LEAKAGE THROUGH WALL5, TAPE SHOULD BE TYPE RECOMMENDED BY "51NGLE 5OURCE"5Y5TEM. 50ME TAPE 15 U5EFUL FOR 5TOPPING WATER LEAKS BY REPAIRING RIP5 (PARTICULARLY TEARS AROUND 5TAPLE5) AND FOR 5ECURING THE WRAP TO FLA5HING BEFORE THE SDING 15 IN PLACE. DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE 5TICKINE55 OF THE TAPE TO 5EAL THE PATCH. ALWAY5 LAP HOU5EWRAP AND FLA5HING5 UNDER THE PIECE OF 5HEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5GREED5 AND CONTROL JOINT5 CONTINUED: FINISH -COAT THICKNE55: ALL 5TUCCO 5Y5TEM5 APPLIED OVER FRAMED OVER THE INTER5ECTION BETWEEN DIFFERENT TYPE5 OF THE FIN15H COAT 15 ONLY ABOUT I/E INCH THICK, IT 5UB5TRATE5 5NALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH A5 THE JOINT BETWEEN WOOD 5HOULD BE APPLIED A5 EVENLY AS P0551BLE TO FRAMING AND A BLOCK WALL. EN5URE UNIFORM DRYING, 5HEATHING WRAP FOR STUCCO: ON TALL WALLS AND LONG RUNS, APPLIED VERTICALLY OR HORIZONTALLY TO BREAK UP WALL AREA5 INTO ALL STUCCO 5Y5TEM5 REQUIRE 5HEATHING WRAP - THE 5MALLER 5ECTION5 (LE55 THAN IS FEET). MIX PROPORTION5: PREFERRED WAY 15 DOUBLE LAYER5 OF HOU5E WRAP 51MILARLY, CA51NG BEAD AND CORNER BEAD HELP TO UNDER 5ELF-FURRED LATH. PAPER BACKED LATH CREATE EXPAN51ON JOINT5 AT CRITICAL INTER5ECTION5: INCON515TENT MIXING WILL RE5ULT IN OBVIOU5 COULD BE U5ED A5 THE SECOND LAYER, OUT5IDE CORNER5 ARE BEST DETAILED WITH CORNER DIFFERENCES IN COLOR, TEXTURE, AND STRENGTH WHICH PAPER -BACKED LATH SHOULD NOT BE CONSIDERED A BEAD. CAN CAUSE THE BATCHES TO FAIL. MAKE EVERY EFFORT 5UB5TITUTE FOR WELL -DETAILED 5HEATHING WRAP. TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS LAP LOWER COUR5E5 OF 5HEATHING WRAP UNDER UPPER INSIDE CORNER5 SHOULD BE FLA5HED WITH TWO LAYERS GON5I5TENT. COUR5E5 50 WATER WILL DRAIN DOWN AND OUT, AND OF 5HEATHING WRAP OR FLEXIBLE FLASHING, AND THEN FL45H ALL OPENINGS, FOLLOWING THE FLASHING CASING BEAD SHOULD BE APPLIED VERTICALLY TO MIX IN A MECHANICAL MIXER FOR 3-5 MINUTE5 AFTER THE GUIDELINE5 PER THE 6th EDITION (2011) FLORIDA CREATE AN EXPAN51ON JOINT. WHILE THE FLASHING ADDITION OF THE LAST INGREDIENTS. BUILDING COPE-RE5IDENTIAL. 5ERVE5 A5 THE M05T IMPORTANT WATER SEALING PROTECTION, THE JOINT BETWEEN THE TWO CA51NG BEAD5 CURING AND TIME BETWEEN 5TUCCO COATS: SHOULD HAVE BACKER ROD AND CAULKED WITH IN5TALLATION: NIGH -QUALITY URETHANE 5EALANT, A5 A FIR5T LINE OF PROVIDE 5UFFICIENT M015TURE IN THE PLASTER MIX OR WHERE METAL PLASTER BA5E WITH BACKING 15 U5ED, THE DEFENSE. BY M015T OR FOG CURING TO PERMIT CONTINUOUS HYDRATION OF THE CEMENTITIOU5 MATERIAL5. THE M05T VERTICAL AND HORIZONTAL LAP JOINT5 5NALL BE WRB TO APPLY GA51NG BEAD (ALSO CALLED "J" BEAD), AT THE EFFECTIVE PROCEDURE FOR CURING AND TIME BETWEEN WRB AND LATH TO FLANGE, LATH 5NALL BE APPLIED WITH JOINT BETWEEN ANY D1551MIL4R MATERIAL5 - AROUND COAT5 WILL DEPEND ON CLIMATIC AND JOB CONDITIONS, THE LONG DIMEN51ON AT RIGHT ANGLES TO THE 5UPPORT5, WINDOW FLANGE5, WHERE STUCCO MEET5 A BRICK UNLE55 OTHERWISE 5PECIFIED. CHIMNEY, OR AT THE TOP OF A WALL WHERE STUCCO 5UFFICIENT TIME BETWEEN COATS 5NALL BE ALLOWED TO LATH 5NALL NOT BE GONTINUOU5 THROUGH CONTROL JOINTS MEET5 A SOFFIT OR FRIEZE BOARD. U5E CONTROL JOINT PERMIT EACH COAT TO CURE OR DEVELOP ENOUGH BUT SHALL BE 5TOPPED AND TIED AT EACH 5IDE. LATH OR EXPAN51ON JOINT AT M45ONRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHY5ICAL 5NALL BE ATTACHED TO FRAMING MEMBERS WITH CONNECTIONS, DAMAGE WHEN THE NEXT COAT 15 APPLIED, ATTACHMENT5 SPACED NOT MORE THAN 1 INCHE5 ON CENTER5 ALONG 5UPPORT5. THE TIMING BETWEEN COAT5 WILL VARY WITH CLIMATIC FOUNDATION WEEP 5CREED 5NALL BE IN5TALLED AT THE TEXTURED FINISH OVER MA50NRY: (STUCCO FIN15H) CONDITION5 AND TYPE5 OF PLASTER BASE. BOTTOM OF ALL FRAMED EXTERIOR WALL5, BELOW THE TEMPERATURE AND RELATIVE HUMIDITY EXTEND OR FLOOR LINE. WHERE WALL 15 SUPPORTED BY A FLOOR OR TEXTURED FIN15N 5Y5TEM5 APPLIED IN ACCORDANCE REDUCE THE TIME BETWEEN CON5ECUTIVE OPERATION5. FOUNDATION, GROUND OF WEEP 5CREED 5HOULD BE MIN. I" WITH A5TM C 926 AND C 1063. COLD OR WET WEATHER LENGTHEN5 AND HOT OR DRY OR MAX. 2" BELOW F.F.E.. WEATHER 5HORTEN5 THE TIME PERIOD, MODERATE LATH ATTACHMENT: EXTERIOR PLASTER: THE5E 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENT5 OF: CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN THESE 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENT5 OF: 5ECTION R103.12 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING 5ECTION R103.1.1 LATH MATERIAL5 DURING COLD WEATHER AND BY REDUCING RE515TANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE AB5ORPTION OF THE 5A5E BY PRE -WETTING DURING I. 51DE LAP5 OF METAL PLA5TER BA5E5 5NALL BE WIRE TIED. PLASTER H45 BEEN ADEQUATELY DEN5IFIED DURING HOT OR DRY WEATHER THEY 5NALL BE ATTACHED BETWEEN 5UPPORT5 AT INTERVAL5 APPLICATION AND PROPERLY CURED, PLASTER 5NALL NOT MORE THAN 9 INCNE5, NOT, HOWEVER, BE CONSIDERED TO BE "WATERPROOF". IN ORDER TO PROVIDE MORE INTIMATE CONTACT AND PREFABRICATED CONTROL JOINT MEMBERS SHALL BE BOND BETWEEN COATS AND TO REDUCE RAPID WATER i 2, EXPANDED METAL LATH 5NALL BE LAPPED/ INCHE5 (12.7 mm) INSTALLED PRIOR TO THE APPLICATION OF PLA5TER L055, THE SECOND COAT SHOULD BE APPLIED A5 SOON MIN, AT THE 51DE5. LAP METAL LATH I INCH (25 mm) AT END5. THE CREATION OF A GROOVE OR CUT IN PLA5TER 5NALL 45 THE FIR5T COAT 15 5UFFICIENTLY RIGID TO RE515T WHERE END LAP5 OCCUR BETWEEN THE FRAMING MEMBERS, THE NOT BE CON5IDERED A CONTROL OR EXPAN51ON JOINT, CRACKING, THE PRE55URE5 OF THE 5ECOND COAT END5 OF THE 5NEET5 OF ALL METAL PLA5TER BA5E5 5NALL BE APPLICATION, AND THE LEVELING PROCE55. LACED OR WIRE TIED. 5TUCCO; (THREE COAT) THE AMOUNT OF WATER AND THE TIMING FOR CURING 3, WHERE METAL PLASTER BA5E WITH BACKING 15 USED, THE PORTLAND CEMENT PLA5TER WILL VARY WITH THE VERTICAL AND HORIZONTAL LAP JOINT5 5NALL BE WRB TO WRB TRADITIONAL THREE -COAT 5TUCCO CON515T5 OF THREE CLIMATIC CONDITION5, THE TYPE OF 5A5E, AND U5E OR AND LATH TO FLANGE, 5EPARATE LAYER5 OF CEMENT PLASTER MATERIALS: NON U5E OF WATER -RETENTIVE ADMIXTURE5. A TROWEL -APPLIED 5CRATCN COAT, WHICH 15 APPLIED 4, BACKING 5NALL BE LAPPED NOT LE55 THAN 2 INCHE5 (50 mm). OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR 50ME M015TURE MU5T BE RETAINED IN OR ADDED BACK ON WALL5, THE BACKING 5NALL BE LAPPED 50 WATER WILL THE NEXT COAT: A 5AND-FINI5HED BROWN COAT, WHICH TO FRESHLY APPLIED PORTLAND DEMENT -BASED FLOW TO THE EXTERIOR. BACKING 5NALL NOT BE PLACED KEYS INTO THE 5CRATCN COAT: AND A FINISH, OR COLOR PLA5TER IF THE RELATIVE HUMIDITY 15 RELATIVELY HIGH BETWEEN PLASTER BASE (LATH) AND FLANGE5 OF COAT. (ABOVE 15 %), THE FREQUENCY FOR RE -WETTING A ACCESSORIES. METAL LATH TO METAL FLANGE CONTACT 5NALL THE FIR5T TWO COATS OF A THREE COAT 5Y5TEM ARE 5URFACE MAY BE REDUCED. IF IT 15 HOT, DRY, AND BE REQUIRED TO EN5URE THAT FLANGE5 ARE MECHANICALLY MADE OF A 51TE-MIXED CEMENT PLA5TER. EACH BATCH WINDY, THE FREQUENCY OF RE -WETTING MUST BE LOCKED TOGETHER. CONTAIN5 MEA5URED AMOUNTS OF STUCCO CEMENT, INCREA5ED, 5. OF ATTACHMENTS FOR METAL PLASTER 5AND AND POTABLE WATER. TO HELP REDUCE THE CRACKING THAT 15 CON5IDER THE PHY5ICAL CHARACTERI5TIC5 OF THE 5E5 T ATTACHMENTS FOR SECURING METAL PLASTER BA5E5 TO ATTACH BA B E COMMON WITH STUCCO, THE MIX CAN BE MODIFIED 5TRUCTURE A5 WELL A5 THE PREVIOU5LY MENTIONED FRAMING MEMBER5 5NALL BE 5PACED NOT MORE THAN 6 WITH LIQUID POLYMER AE5, WHICH INCREASE CONDITION5 WHEN SELECTING THE METHOD OF CURING. INCHE5 O.C. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITH CHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE AND FLAT RIB LATHS AND AT EACH RIB FOR % INCH (95 mm) FIBERGLA55 FOR REINFORCEMENT. FOLLOWING: RIB LATH. (1) MOIST CURING 15 ACCOMPLISHED BY APPLYING A FINE 6.LATH 5NALL BE APPLIED WITH THE LONG DIMEN510N AT RIGHT 5CRATCN COAT: FOG 5PRAY OF WATER A5 FREQUENTLY 45 REQUIRED, ANGLE5 TO THE 5UPPORT5, UNLE55 OTHERWISE 5PECIFIED. GENERALLY TWICE DAILY IN THE MORNING THE 5CRATCH COAT 15 APPLIED DIRECTLY TO A CLEAN AND EVENING. CARE MU5T BE EXERCI5ED TO AVOID 1. END5 OF ADJOINING PLA5TER B45E5 5NALL BE 5TAGGERED. BLOCK WALL OR, ON WOOD 5TRUCTURE5 OVER WRB AND ER05ION DAMAGE TO PORTLAND CEMENT-BA5ED GALVANIZED METAL LATH. A METAL 5CARIFING TOOL 15 PLA5TER 5URFACE5. USED TO CREATE "SCRATCH" LINES IN THE STILL WET WEEP SCREEDS AND CONTROL JOINTS: 5URFACE. THE FURROW5 CREATE A ROUGH 5URFACE INTO (2) PLASTIC FILM, WHEN TAPED OR WEIGHTED DOWN WHICH THE BROWN COAT CAN KEY FOR A GOOD BOND. AROUND THE PERIMETER OF THE PLA5TERED AREA, CAN A WEEP 5CREED AT THE BOTTOM OF THE WALL AND 5CRATCHING SHOULD ALWAYS BE HORIZONTAL AND PROVIDE A VAPOR BARRIER TO RETAIN THE M015TURE OVER OPENINGS 5ERVE5 TWO IMPORTANT PURPO5E5 - IT 5HOULD BE 1/4 INCH DEEP. BETWEEN THE MEMBRANE AND PLASTER. CARE MUST BE PROVIDES A 5CREED THAT HELP5 EN5URE UNIFORM EXERCI5E1) IN PLACING THE FILM: IF TOO 500N, THE FILM COAT TNICKNE55, AND IT PROVIDE5 A PLACE FOR WATER 5CRATCN-COAT TNICKNE55: MAY DAMAGE 5URFACE TEXTURE: IF TOO LATE, THE THAT LEAK5 INTO THE WALL TO E5CAPE, M015TURE MAY HAVE ALREADY ESCAPED, THE 5CRATCN COAT SHOULD BE APPROXIMATELY 3/8 FOUNDATION WEEP SCREED AT FRAME WALL5: INCH TO 1/2 INCH THICK - THICK ENOUGH TO JUST COVER (3) CANVA5, CLOTH, OR 5NEET MATERIAL BARRIERS CAN THE5E 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENT5 OF: THE WIRE. BE ERECTED TO DEFLECT 5UNLIGNT AND WIND, BOTH OF 5ECTION R103.1.2.1 WEEP SCREEDS WHICH WILL REDUCE THE RATE OF EVAPORATION. IF THE BROWN COAT: HUMIDITY 15 VERY LOW, TH15 OPTION ALONE MAY NOT ACCESSORY USED TO TERMINATE PORTLAND CEMENT BA5ED PROVIDE ADEQUATE PROTECTION. STUCCO AT THE BOTTOM OF EXTERIOR WALLS. TH15 ACCE55ORY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE 5NALL HAVE A 5LOPED GROUND OR 5CREED FLANGE TO OTHER CEMENT 5TUCCO), 15 A 5MOOTH COAT, U5UALLY PAINTING STUCCO: FACILITATE THE REMOVAL OF MOISTURE FROM THE WALL CAVITY RODDED WITH STRAIGHT EDGES AND WOODEN FLOATS. AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 1/2 IT 15 APPLIED A5 SOON A5 THE 5CRATCN COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT INCHE5 LONG. REACHE5 5UFFICIENT RIGIDITY TO CARRY THE BROWN 30 DAY5 TO CURE BEFORE PAINTING, DEPENDING ON THE INSTALLATION OF EXTERIOR LATH AND FRAMING 5NALL COMPLY COAT. TH1515 U5UALLY AT "THUMB PRINT HARD" AND WEATHER CONDITION5 - TESTING THE PH LEVEL 15 THE WITH THE APPLICATION REQUIREMENT5 OF 45TM C 1063, CAN BE DONE ON THE 5AME DAY. 5E5T WAY TO DETERMINE PAINT READINE55, PAINT MANUF. HAVE A MAX. PH LEVEL (APPROX.10). STUCCO CONTROL JOINT5: BROWN COAT TNICKNE55: EXISTING STUCCO 5URFACE5 5HOULD BE POWER-WA5HED AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING, CONTROL JOINTS ALLOW FOR THE THERMAL EXPAN51ON THE BROWN COAT 15 COMP05ED OF SLIGHTLY MORE DO NOT U5E A WATER BLASTER, A5 THE FRE55URE CAN AND CONTRACTION OF THE PLASTER MEMBRANE. 5AND THAN THE 5CRATCN COAT MIXTURE, AND DO 5EVERE DAMAGE TO THE 5TUCCO. CONTROL JOINT SHOULD BE APPLIED OVER THE METAL THEREFORE IT 15 MORE MANAGEABLE BUT 5LIGNTLY STUCCO 5HOULD BE PAINTED ONLY WITH LATH AT EITHER A MAXIMUM D15TANCE OF IS LINEAR FEET WEAKER, IT 5HOULD BE APPLIED 1/4 To 3/8 INCH THICK, ACRYLIC-BA5ED PAINT5 WITH ADEQUATE VAPOR OR A MAXIMUM OF 144 5QUARE FEET OF STUCCO 5URFACE. APPLY THE BROWN GOAT EVENLY A5 P05515LE. AN TRAN51115510N CHARACTERI5TIC5, A5 THE5E PREVENT UNEVEN BROWN COAT CAN LEAD TO AN INCON515TENT NEW M015TURE-RELATED PROBLEM5 WITHIN THE HOU5E. THE DEPTH OF THE GROUND OF THE CONTROL JOINT TNICKNE55 IN THE FINISH COAT, CAU5ING 50ME ARE45 OF CONTROL JOINT BACKER ROD: 5HOULD BE DE5IGNED TO FIN15H FLUSH WITH THAT OF THE THE FIN15H COAT TO DRY BEFORE OTHER5. THE RE5ULT5 WEEP 5CREED5 AND PL45TER5TOP5. 15 A SPLOTCHY OR "MOTTLED" COLOR COAT AND BACKER ROD 5HOULD BE U5ED TO FILL LARGE GAPS EXCE55IVE HAIRLINE CRACKING. AND CONTROL THE DEPTH . M05T BACKER ROD5 TODAY LATH SHALL BE D15CONTINUED BEHIND THE CONTROL ARE MADE OF FOAM AND COME IN DIAMETER5 FROM 1/4 JOINT. FINISHED COAT: INCH TO 2 INCH AND UP, CH005E A BACKER ROD THAT 15 JUST A LITTLE LARGER THAN THE JOINT 50 IT WILL 5TAY OVER THE RIM J015T AT THE INTER5ECTION BETWEEN AFTER THE CURING PERIOD, A FIN15H COAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF FLOOR5 TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED, THE SEALANT. JOIST, APPLYING SEALANT: FLA5HING VENT PIPE PENETRATIONS: APPLY TO CLEAN DRY 6URFACE5. APPLICATION VENT PIPE5 ON WOOD AND ASPHALT ROOF5 ARE TEMPERATURE: 40 DEGREE5 TO 80 DEGREES. PREPARE U5UALLY FLA5HED USING A PRE A55EMBLED METAL PAN THE 5URFACE U51NG THE FOLLOWING STRATEGIES: WITH A RUBBER BOOT, ORDER THE UNIT ACCORDING TO SCRAPE, CHIP, OR BRU5H WITH A 5TIFF-BRI5TLE BRU5H, THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR SLATE AND DUST THE IN51DE OF THE JOINT, OR BLOW IT OUT WITH AND TILE ROOFS A MALLEABLE LEAD JACKET WILL L45T COMPRE55ED AIR, LONGER, WIPE THE 5URFACE WITH A STRONG 50LVENT, 5UCH A5 ACETONE OR METHYL ETHYL KETONE, THESE 5OLVENT5 FLEXIBLE FLASHING MATERIAL5: EVAPORATE WATER AND D155OLVE GREA5Y 5U55TANCE6 THAT CAN RETARD ADHE510N. FLEXIBLE FLASHING- 5ELF-ADHERING BITUMINOU5 TOOL EVERY CAULK JOINT. THE BEST TOOL 15 A STEEL TAPE -SHOULD BE U5ED TO FLASH ALL OF THE FOLLOWING: 5PATULA THAT 15 SLIGHTLY 5MALLER THAN THE WIDTH OF EXTERIOR DOOR 51LL5: DECK LEDGER5: IN510E AND OUTSIDE THE JOINT, ACHIEVE A SMOOTH, EVEN APPEARANCE CORNER5 OF WALL 5HEATHING: 5TUCCO 5HELVE5 AND WITHOUT 5QUEEZE-OUT ON THE 51DE5. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA 5UBJECT TO 5PLA5HBACK. 5MALLER THAN THE 51ZE OF THE JOINT. IN COLD WEATHER, KEEP THE CAULK WARM. AL50 IT MAY FLEXIBLE FLA5HING5 COME IN 5EVERAL VARIETIE5, INCLUDING BE NECE65ARY TO NEAT THE 5URFACE WITH A NEAT GUN. "PEEL -AND 5TICK" PRODUCT5, A5 WELL A5 NON-STICK TAKE CARE TO NOT 5TRIP THE PAINT OF START A FIRE. PRODUCT5. ROOFING: FLA5HING: RUBBERIZED FLA5HING5: LENGTH. 5ELF-ADHE5IVE, RUBBERIZED ARE MADE FROM THE SAME MATERIAL5 A5 THE EAVES MEMBRANES U5ED TO PREVENT ICE TO AVOID EXCE551VE EXPANSION AND CONTRACTION, DAM LEAKS. TYPICALLY AVAILABLE IN ROLL5 FROM 4-12 IN. USE 8 FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM, WIDE (BUT 50METIME5 AVAILABLE UP TO 36 N. WIDE), THESE FOR VALLEY FLASHING. AVOID U51NG ALUMINUM, WHICH FLEXIBLE FLA5HING5 CAN BE APPLIED DIRECTLY TO THE EXPAND5 AT A GREATER RATE THAN OTHER METAL5. 5HEATHING, A5 LONG A5 THE SURFACE 15 WARM AND LAP SECTION5 8 INCHE5 MINIMUM. RELATIVELY CLEAN. VALLEY CENTERLINE: TNICKNE55 VARIE5 FROM 25- TO 60-MIL5. THE THINNER THE MATERIAL, THE E451ER IT CAN BE FOLDED AND TUCKED WHEN A STEEP ROOF INTER5ECT5 A 5HALLOW ONE, WATER BENEATH 51DING, BUT AL50 THE EA51ER IT WILL TEAR AND CA5CADING DOWN THE 5TEEP ROOF CAN OVER5HOOT DEGRADE IN THE 5UNLIGNT. THE VALLEY AND RUN UP BENEATH THE 5NINGLE5 ON THE SHALLOW ONE. ROOF5 LIKE THIS NEED A VALLEY CLIMATE CAUTIONS: FLASHING WITH A CRIMPED CENTERLINE. THE 5TEEPER THE ROOF THE MORE CRITICAL THE CRIMP WILL BE. IN WARM TEMPERATURE5, WHEN RUBBERIZED ASPHALT 15 THE 5TICKIE5T, IT 15 NEARLY IMP0551BLE TO REP051TION IT ONCE EDGE TREATMENT5: THE FLA5HING HA5 TOUCHED THE SURFACE. MAKE SURE TO DRY -FIT BEFORE PULLING THE RELEASE PAPER IT 15 AL50 LIKE ALL ROOF FLASHING, VALLEY FLA5HING SHOULD VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 5TICKY, HAVE HEMMED EDGES. NOT ONLY DO THE5E 5HED WATER MORE EFFECTIVELY, BUT HOLDING THE, 5HINGLE AWAY IN NOT TEMPERATURE5, RUBBERIZED ASPHALT TEND5 TO OOZE, FROM THE FLA5HING, THEY PREVENT CAPILLARY 5UCTION MAKING IT ME55Y TO HANDLE, IN 5UNBELT AREA5 (OR FROM DRAWING THE WATER UP UNDER THE 5HINGLE. WHEREVER 5URFACE TEMPERATURE5 MAY EXCEED 180T), AVOID U51NG WITH METAL FLA5HING5: THE FLA5HING5 WILL COOK AND RIDGE TREATMENT: THE A5PHAULT 50ON DRIE5 OUT, VALLEYS THAT MEET AT A RIDGE 5HOULD BE SOLDERED IN COLD WEATHER, 5ELF-ADHEREING FLA5HING5 OFTEN DON'T TO ONE ANOTHER. HOWEVER TH15 CONNECTION MAY STICK WELL. CHECK THE MANUFACTURER'S MINIMUM APPLICATION BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE. 50ME STICK IN TEMPERATURE5 BELOW 25' F, BUT CONTRACTS. BEST PRACTICE CALL5 FOR COVERING THE M05T REQUIRE 5URFACE TEMPERATURE5 OF 40T OR GREATER. CONNECTION AT THE RIDGE WITH A MOLDABLE PIECE OF LEAD FLASHING. COMPATIBILITY: FA5TENER: DO NOT U5E RUBBERIZED A5PHALT AND BUTYL TAPES TOGETHER, ON CONCRETE, MA50NRY, OR 058, RUBBERIZED METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLA5HING5 MAY NOT 5TICK WELL UNLE55 A PRIMER 15 APPLIED. AT 2 FEET ON CENTER. CLEAT5 ARE BETTER± THEY WILL ON THESE SURFACES, A BUTYL FLASHING WORK5 BETTER, NOT BECOME FATIGUED AND 5HEAR WHEN THE METAL EXPANp5 AND CONTRACTS. POLY V5. FOIL: RUBBERIZED FLA5HING5 TYPICALLY COME WITH WHEN U51NG NAILS, PLACE THEM AT LEAST 5 INCHE5 AWAY A POLYETHYLENE OR FOIL COVERING TO PROTECT THEM FROM FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY -COVERED PRODUCTS NEED TO BE COVERED FROM 5UNLIGNT WITHIN 30 TO 90 DAYS± FOIL -COVERED TAPES VALLEY TREATMENT: HAVE NO EXACT EXF05URE LIMITATION5 BUT EVENTUALLY WILL DRY OUT AND BECOME BRITTLE, ANY 5HIFT IN 5URFACE METAL VALLEYS SHOULD BE FABRICATED FROM NO LE55 MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND THAN NO.28-GAUGE CORROSION 5NEET METAL. FAIL5 OR THE MEMBRANE CRACK5. 45PHALT 5NINGLE5, VALLEY FLA5HING MU5T EXTEND AT LEA5T 8 INCHE5 ON EITHER 5IDE OF THE CENTERLINE. EXP05ED APPLICATION5: IN PERMANENTLY EXP05ED WOOD 5NINGLE5, THE WING OF THE VALLEY MU5T EXTEND APPLICATIONS, U5E AN EPDM FLA5HING TAPE INSTEAD OF AN 10 INCHE5 EACH 5IDE OF CENTERLINE. INEXPENSIVE FLEXIBLE FLASHING MATERIAL. THE DRAWBACK 5LATE, TILE, AND WOOD 5HAKE5, A VALLEY MUST EXTEND WITH EPDM TAPE 15 THAT IT'5 EXPENSIVE, A5 WELL A5 QUITE 11 INCHE5 EACH 5IDE OF CENTERLINE. THICK ( ABOUT 10-MIL), MAKING IT AWKWARD TO FOLD INTO 5MALL AREA5. SECTION OF ROOF FLA5HING MUST HAVE AN END LAP OF AT LEAST 4 INCHE5 FOR WOOD 5NINGLE5 AND 5HAKE5, BUTYL RUBBER FLA5HING5: AND AT LEA5T 6 INCHE5 FOR 5LATE AND TILE ROOFS, DO NOT USE BUTYL FLASHING NEAR ANY ASPHALT -BASED PRODUCT5. THE BUTYL AND THE 45PHALT PRODUCT5 FRONT WALL FLA5HING: WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION. IN5TALL UP THE ROOF UNTIL YOU REACH THE BA5E OF NONSTICK FLA5HING5: THE VERTICAL WALL. ADJU5T THE EXP05URE OF THE LAST FEW COUR5E5, IF NECE55ARY, 50 THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA5HING5 ARE SELF -ADHERING. 50ME MU5T LEA5T 8 INCHE5 WIDE, BE SECURED WITH 5TAPLE5 OR ROOFING NAIL5. WHILE CUT AND BEND A CONTINUOU5 METAL FLASHING 5TRIP GENERALLY THINNER AND THE QUICKEST WAY TO DETERIORATE THAT EXTEND5 AT LEAST 5 INCHE5 UP THE VERTICAL IN SUNLIGHT, THESE ARE OFTEN THE BEST CHOICE FOR APPLYING WALL AND AT LEA5T 4 INCHE5 OVER THE LA5T 5HINGLE BENEATH 51DING AND TRIM IN CON515TENTLY COLD COUR5E. TEMPERATURE5, OR WHEN THE 5URFACE 15 ROUGH AND WHEN IN5TALLING THE METAL FLASHING 5TRIP OVER THE DIRTY-FACTOR5 THAT CAN DIMIN15H THE BOND OF L45T 5NINGLE5, EMBED IT IN ROOFING CEMENT AND NAIL PEEL-AND-5TICK FLA5HNG5. COVER NONSTICK FLASHING A5 IT TO THE ROOF ONLY. 50ON A5 P05518LE TO PROTECT IT FROM 5UNLIGHT. DO NOT NAIL THE FLASHING 5TRIP TO THE WALL. APPLY AN ADDITIONAL ROW OF 5NINGLE5 - TRIMMED TO DRAINAGE PLANE: THE WIDTH OF THE FLASHING - OVER THE FLA5HING AND EMBEDDED IN A51PIHALT PLASTIC ROOFING CEMENT. AN AIR SPACE BEHIND THE 51DING (1/4-TO 3/8-INCNE5 I5 ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACKSIDE OF 61DEWALL FLASHING: 51DING TO DRY, SHINGLE ROOFS (ASPHALT, 5LATE, OR WOOD) THAT BUTT WELL DRAINED WALL 5Y5TEM5: AGAINST VERTICAL WALL5 ARE BEST PROTECTED BY METAL STEP FLA5HING PLACED OVER THE END OF EACH DIFFERENT 51DING5 CALL FOR DIFFERENT DRAINAGE DETAIL5, 5HINGLE COURSE, TYPICAL DETAIL5 FOR WELL -DRAINING WALLS ARE 5HOWN FOR DIFFERENT TYPE5 OF 51DING: CUT 5TEP FLA514ING PIECE5 TO BE 10 INCHE5 LONG AND 2 INCHE5 WIPER THAN THE 5HINGLE EXP05URE E.G.1 BOARD 51DING, SNAKE AND 5HINGLE 51DIING AND VINYL SIDING. INCHE5 FOR ROOF 5NINGLE5 WITH A 5 INCH EXP05URE. IN EACH CASE, AN AIR SPACE MU5T BE CREATED BEHIND THE BEND THE 10 INCH LENGTH TO EXTEND 5 INCHE5 OVER 51DING AND AN EXIT PROVIDED FOR THE WATER TO DRAIN OUT, THE ROOF DECK AND 5 INCHE5 UP THE WALL 5URFACE, FLASHING DETAIL5: I.) NEVER RELY ON THE 5TICKINE55 OF PEEL-AND-5TICK FLA5HING5 FOR 5HEATHIN6: THE BOND 15 UNLIKELY TO LA5T OVER THE LIFE -SPAN OF THE HOU5E, 2.) ALWAY5 LAP FLASHING UNDER THE SHEATHING WRAP ABOVE. FLA5HING WINDOW5: DO NOT X-GUT 5HEATHING WRAP AT OPENINGS, IN5TEAD I -CUT THE 5HEATHING WRAP, RUNNING THE KNIFE HORIZONTALLY ALONG THE ROUGH OPENING AT THE HEAD OF THE SILL, THEN 5LITTING VERTICALLY IN THE CENTER OF THE OPENING. TH15 WAY, THE WINDOW FLANGE CAN BE 5LIPPED UNDER THE 5HEATHING WRAP WHEN IN5TALLING THE WINDOW. SILL DETAIL5: INSTALL A BEVELED CANT 5TRIP OR NARROW DAM 5TRIP TO THE ROUGH OPENING 51LL, THEN WRAP THE 51LL WITH 5HEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE. MAKE 5URE TH15 MEMBRANE DRAPE5 OVER THE 5HEATHING WRAP BELOW, ALL 5HEATHING WRAPS MU5T BE INTEGRATED WITH FLASHING MATERIAL5. IT'5 NOT ENOUGH TO WRAP A HOU5E, AND THEN 51MPLY X-CUT THE OPENINGS AND FOLD THE FLAP5 INSIDE, FOLLOW THE GUIDELINE5 FROM THE DETAIL 5NEET5 WHEN IN5TALLING ANY 5HEATHING WRAP, WINDOW AND DOOR 5PLINE5: WINDOW5 AND DOORS 5HOULD BE FLASHED WITH FELT PAPER OR FLEXIBLE FLASHING 5PLINE5. THE 5PLINE5 5HOULD BE INSTALLED AFTER THE SILL FLASHING, AND THE 5HEATHING WRAP SHOULD GO ON AFTERWARD5 OR BE SLIT 50 IT LAPS OVER THE 5PLINE5. FLANGED WINDOW HEAD5 DO NOT NEED ADDITIONAL FLA5HING. THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT CAN BE TUCKED BENEATH THE 5HEATHING WRAP WHEN THE WINDOW 15 INSTALLED. LEAVE A 1/4-IN. GAP BETWEEN THE 51DING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK TH15 GAP: OTHERWISE, WATER THAT RUN5 BEHIND THE 51DING ABOVE WON'T HAVE A PLACE TO DRAIN. IF THE FLANGE CANNOT BE TUCKED UNDER THE 5HEATHING WRAP WHEN THE WINDOW 15 INSTALLED, 5LIT THE WRAP AND ADD HEAD FLASHING. UNFLANGED WINDOW5 WILL NEED A ADDITIONAL METAL Z-FLA5HING ABOVE THE HEAD CA51NG OR BRICK MOLD. MAKE SURE TH15 Z-FLA5HING LAP5 UNDERNEATH THE 5HEATHING WRAP. MULLED WINDOW5 AND WINDOW WALLS MU5T HAVE A CONTINUOU5 HEAD FLASHING: THE MANUFAGTURER'5 MULLION COVER WILL NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNIT5 FROM ABOVE. ROUND -TOP WINDOW5 5HOULD BE FLASHED WITH PEEL-AND-5TICK FLEXIBLE FLASHING. 5LIT THE 5HEATHING WRAP AND SLIP IT UNDERNEATH, LETTING IT DRAPE OVER THE WINDOW TOP. THEN CUT THE FLASHING TO CONFORM TO THE NAILING FIN. RELY ON PROPER LAPPING OF THE FLASHING, NOT ON CAULK, FLA5HING DOOR5: OVER WOOD FLOOR5, DOOR THRE5HOLD5 SHOULD BE FLASHED WITH A METAL PAN OR Z-FLASHING. 5LA55 5HOULD BE FORMED WITH A "5EAT" TO HOLD THE THRE5HOLD. FLASHING LEDGER5 AND BEAM5: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLA5HING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL 5TOCK SLIPS UNDER THE 5HEATHIN6 WRAP ABOVE THE LEDGER, AND DRAPE5 OVER THE 5HEATHING WRAP BELOW THE LEDGER ALTERNATIVELY, BUILD A DECK COMPLETELY FREE-5TANDING FROM THE WALL, OR IN5ERT 5PACER5 BETWEEN THE LEDGER BOARD AND THE WALL, 50 IT 5TAND5 OUT AND ALLOW5 WATER TO DRAIN FREELY, CANTILEVERED DECK OR BALCONY J015T5 THAT PROTECT THROUGH THE WALL FRAMING ARE TROUBLE 5POT5. FLA5H WITH TWO-PIECE FLASHING MEMBRANE. FLA5HING WALL PENETRATION5 FIXTURE5: IN5TA ELECTRICAL OX 5 AN ELECTRICAL RE LL ELE R L B E D LIGHTING FIXTURE5 ON HEMMED METAL FLA5HING5 PLATE. DO NOT TAPE THE PLATE OVER THE 5HEATHING WRAP{ 5LIT THE 5HEATHING WRAP AND TUCK IT BENEATH. MECHANICAL PENETRATION5: GA5 LINE, CONDUIT, WATER 5PIGOT5, AND SMALL PENETRATION5 5HOULD BE FLA5HED WITH TWO-PIECE METAL FLASHING PLATE. 5EAL THE TWO PLATE5 WITH "LOW MODULE5" URETHANE CAULK. 51DEWALL FL45HING: 5ECAU5E OF THE VOLUME OF WATER THAT CAN POUR DOWN A 5LOPED ROOF, ONE OF THE M05T CRITICAL FLASHING DETAIL5 OCCURS WHERE A ROOF INTER5ECT5 A 51DEWALL. THE ROOF SHOULD BE FLASHED WITH A 5TEP FLASHING. WHERE THE ROOF TERMINATE5, INSTALL A KICK -OUT TO DEFLECT WATER AWAY FROM THE 51DING, THOUGH NOT ALWAYS P0551BLE IN THE SCHEDULE, IT'5 BE5T TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED A5PHALT FLASHING ON THE WALL BEFORE THE 5U5FA5CIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM TAMI'A • DENVER �-� EST. 1994 0 zC) N 0�o Fes+ Ln M O 0 j ro Ln a U) LJ�u� CL a' U Q 00 00 z� z < E w wo J O d- M oZ o w� za z� �a wa�� � oago H �=yozz ¢ O C J LI OL1J N w Iwo oL0 Q ZZ rQ �z z Z g D O U� o U aJ Q � Z p� O w oC Lu z Q�W z Lu z U z z O OU w z � O �z z Q Lu ca z 2 �, 0 g F m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. ino SHEET NO. DT6 COUNTERFLASHING� BASE FLASHING EXTEND5 6" MIN. OVER ROOF PANEL TAPE SEALANT METAL ROOF PANEL ROOF FELT CLOSURE 5TRIP NNE: U5E A TWO-PIECE METAL FLASHING TO ACCOMMODATE THE DIFFERENTIAL MOVEMENT BETWEEN WALLS (OR CHIMNEYS, 5KYLIGHT5, AND ROOF HATCHES) AND METAL ROOF PANEL5. FASTEN THE BASE FLASHING TO THE ROOF PANEL, BUT NOT TO THE COUNTERFLA5HING. 1 SLOPE ROOF WALL DETAIL 5CALE: N.T.5. SEE DETAIL OF TRANSITION AT WALL TO ROOF PLANE ON PCS o ARCH / ENTRY (IF APPLICABLE) Q Q e� C.M.U. OR o FRAME WALL O CRICKET - PROVIDE MIN. 5LOPE PER CODE 5 VALLEY CRICKET DETAIL 5CALE: N.T.5, UNDERLAYMENT 5NINGLE CUT TO FIT OVER PIPE AND 5ET IN O O O \ ASPHALT PLA5TIG CEMENT O Ali � O VENT PIPE O O O O O O O BEAD OF ASPHALT o < PLASTIC CEMENT BETWEEN PIPE AND FLANGE \ PREFROMED FLANGEPLACED OVER PIPEAND 5ET IN ASPHALT PLASTIC CEMENT NOTE: \ VENT PIPES ARE 5EALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF 5NINGLE5 2 VENT PIPE FLASHING 5CALE: N.T.5. UPPER AND 51DE 5NINGLE5 OVERLAP FLANGE. 5ET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAP5 LOWER 5NINGLE5 TAR / BULL MASTIC OVER STEP FLA514ING 1/V 5TUCC0 PER A5TM OVER LATH SHEATHING ROOFING WIRE, HOU5E WRAP i 9 � I � / / I 5"x5" DIVERTER FLASHING I I W/ 120 KICK -OUT FLASHING, EXTEND 1-I/2" I I i 5x5 CONT, BEYOND ROOF EDGE I I i FLA5HING WRB HOUSE WRAP I i 111 PEEL AND 5TICK MEMBRANE BETWEEN HOUSE WRAP LAYER5 PROVIDE I" CLEARANCE BETWEEN WALL AND FA5CIA W/ DRIP / DECKING FOR HOU5E WRAP, LATH AND STUCCO 6 KICKOUT FLASHING DETAIL - FRAME 5CALE: N.T.5. SIDING ADHERE 51LINGLE5 TRIMMED TO COVER FLASHING STRIP NAIL FLA514ING STRIP OVER GUTOUT5 IN COUR5E BELOW ASPHALT PLASTIC CEMENT TOP COURSE AT 5" MIN. LEAST 8" WIDE 4" MIN. LEAVE GAP 51MILAR TO CUTOUT m FRONT WALL NOTE: PLAN 5NINGLE LAYOUT 50 THAT THE L45T COUR5E 15 AT LEAST 8" WIDE. INSTALL CONTINUOU5 METAL FLA514ING OVER THE LAST COUR5E AND SET IN ASPHALT PLA5TIC CEMENT. DO NOT NAIL THE 5TRIP TO THE WALL. APPLY AN ADDITIONAL ROW OF TRIMMED 5NINGLE5 5ET IN ASPHALT PLA5TIC CEMENT. 3 FLASHING AGAINST WALLS 5CALE: N.T.S. TAR / BULL MA5TIG OVER 56 CONT. FLASHING O5/8" STUCCO O ROOFING / C.M.U. 9 / � O I 5116" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE 56 CONT. I" FLASHING PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / STUCCO KICKOUT FLASHING DETAIL - CMU 7 SCALE: N.T.5. 4 DRAFTSTOPPING DETAIL SCALE: N.T.5. VALLEY CENTERLINE ROOF SHEATHING ROOF TRUSSES FIRE5TOPPING EXTERIOR BLOCK WALL DRAFT5TOPPING IN ACCORDANCE W/ F.B.C.-R SOFFIT FASCIA 36" - WIDE MEMBRANE EXTRA FASTENER IN END OF 5NINGLE EXTEND 5NINGLE 12" MIN. BEYOND VALLEY CENTERLINE 8 ASPHALT SHINGLE CLOSED -CUT VALLEY 5CALE: N.T.5, i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. -_:; - EST. 1994 c-,, I O � ON o Z > co rn m Ln tn N O It U- 9 z Iz Q U Q00 z§�� w wo J O 110 mi 0z o 3> W� za z� aQ w ¢ d � oQgo J z< F--I = o W z Q �aoLu Lo 0 � K O U W N �Wo W Q oIn z-- 0 �z LLJ z z g 57 0 57 7" �� E 0 Q U � Z O Lu LL UJ z Q Q�W z �- Lu z („) z z O Lu Z O (D 0 z z Q w co g W kom SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo MR 44 091 DT7 TAMPA VER 8 FRAMED WALL WITH OSB SUBSTRATE CMU 4WALL \ TAMPA VER 8 \\ .041)' \ STEP 4&5 UNDERLAYMENT \ UNDERLAYMENT & TIN SHINGLE RECOMMENDED BUT NOT REQUIRED: TIN SHINGLE MIN OFI2"X18", Installed by Roofer. A tin shingle (which protects self - sealing membrane from cladder's knife). TAMPA VER 8 STEP 10 HOUSE -WRAP, \ ENSURE HOUSE -WRAP IS LAPPED ON TOP OF ACCESSORIES & SHINGLE SELF ADHERING MEMBRANE SO HOUSE -WRAP IS LAYERED BELOW THE TARGET FLASHING AT I I I THE BOTTOM. \ I I \ \ \ I I ENSURE SSM/SAM \ , IS DAY -LIGHTED J I AFTER HOUSE - WRAP IS INSTALLED MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) WEEP METAL L FLASHING WEATHER /E BARRIER & ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIr BY LAPPING DOWN -� OVER RIM JOIST AND U WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIS UNDER DECKING :D FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPO 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING_-\ REFER TO TECHN LETTER ON CHEM COMPATIBILITY SELF -ADHERED FLASHING i NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED z 8 TAMPA VER 8 ATTACH AT TOP ONLY TO ALLOW SHINGLING OF WRB. STEP 1 18" X 24" SELF- SEALING MEMBRANE FLASHING, (aka: Target Flashing) Installed by framer EXSTEND PAST WOOD/CMU TRANSITION TAMPA VER 8 REVIEW STEPS 1 - 10 ROOF UNDERLAYMENT ROLLED A MIN OF 3-INCHES UNDER L FLASHING KICK -OUT FLASHING APPROVED SEALANT 18" X 24" SELF- SEALING MEMBRANE FLASHING (SSM/SAM), Installed by Framer TIN SHINGLE UNDER HOUSE -WRAP, Installed by Roofer CONTROL JOINT WEATHER RESISTIVE BARRIER ROOF RAFTER TAIL DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A RUBBERIZED ASPHALT ADHESIVE D FLASHING SCORED RELEASE PAPER W PO4 SELF -ADHERED FLASHING INSIDE CORNER TAMPA VER 8 STEP 2 FRAMER CONSTRUCTS ROOF TAMPA VER 8 STEP 11 CORNER BEAD ACCESSORY TAMPA VER 8 STEP 3 FRAMER CONSTRUCTS ROOF TAMPA STEP 3.1 INBOARD SUB - FASCIA HELD BACK 1 - INCH ED WALL WITH OSB SUBSTRATE / \\ l� \ CMU WALL \ MID WALL WEEP NTROL JOIN TAMP STEP 3.2 MINIMUM OF 6" SELF -ADHERED / SELF-SEALING MEMBRANE (SSM/SAM) FLASHING, Installed by Housewrap Flashing tape is to be installed behind the SAM target flashing TAMPA VER 8 STEP 9 STUCCO ACCESSORIES, WEEP SCREED & MID WALL CONTROL JOINT, cut and layer the "target" SSM/SAM and tin shingle over the stucco accessory ENSURE SSM IS DAY -LIGHTED AFTER ACCESSORIES ARE INSTALLED Fes. • /••j!+••j•!!1 a+•jai • • • ' � I � • • �! !+•• 1�+��+••� WINDOW UNIT SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior 0.3 in: 12.0 in windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance (0.6 cm : 30.5 cm) with the fenestration manufacturer's written instructions. Window and door openings shall be flashed SELF -ADHERED FLASHING TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND in accordance with Section R703.4. Written installation instructions shall be provided by the ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 fenestration manufacturer for each window or door. EXTERIOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, Detail Instructions CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied Refer to the number marked as # in each detail that corresponds to the over studs or sheathingof all exterior walls. Such felt or material shall be applied horizontal) with the BUILDING PAPER numbered items in the list of instructions below: pp y, upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall WIRE LATH be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to 1. Install self -adhered flashing in order as shown by numbers the top of walls and terminated at penetrations and building appendages in a manner to meet 2. Install flashing and weather resistive barrier to form water shedding laps the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive 3. Self -adhered flashing can be substituted for building paper barrier is not required for detached accessory buildings. 4. Split the release paper using the ripcord (Split release on demand, embedded in R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner the adhesive layer) - for ease of installation and to minimize scoring cuts to prevent entry of water into the wall cavity or penetration of water to the building structural framing 5. Remove all release paper per standard installation instructions and adhere to components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying 1 substrate using a square piece of flashing material (6 x 6 Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 6. Fold as shown by arrows contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of 2 O 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714 The WP02SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER cucnTurnlr� MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 2 5 SELF -ADHERED FLASHING 4 6 3" MIN 7 to corner flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings 8. Mechanically fasten as necessary shall be installed at the following locations: W PO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not i addressed in the fenestration manufacturer's instructions, in accordance with the flashing 3% TO 5% SLOPE manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall TOWARDS SHOWER SIDE be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive SELF -ADHERED FLASHING barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection PATCH at the head and sides. SELF -ADHERED FLASHING WP06 SELF -ADHERED FLASHING OUTSIDE CORNER 2. 1.2.In accordance with the flashing design or method of a registered design professional. SHOWER 3. 1.3.In accordance with other approved methods. SIDE 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with 1 projecting lips on both sides under stucco copings. 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 2 2x RIPPED AS NEEDED 4. 4.Continuously above all projecting wood trim. 4 1/2" OSB FLITCH 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame S PLATES construction. 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. THESE DETAILS ARE GENERIC AND MEANT TO SHOW W PO pO SHOWER CURB DETAIL W P i1 GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. s DAVISJ BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVEIfZ EST. 1994 O O Z NO 14 C:) O ��-' ^ H M O G j f0 Lt N O Q LL �M Ce U Q00 Zfu WC:)w J � J OZ 0 w� za a� �a w ¢ C (AI Ezg0 0 F 5ZZ C� Q a0o 81 U W �_ N mzo w Q O(n Z0 rU �z z w g Z D 0 � I� QJ o U Q D Z 0 W - � W ,�-i Q Q � W Z Z U z z p LU Z _0U �- H U Z Q 00 Z o- W rn w kD m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT8 -1717F ly -- I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS �RE: FBRC R308.4) R308.3 HUMAN I PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR 0 0 HOT TUBS WHIRLPOOL SAUNAS, R AT S, S S, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH 610MM ( )ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAY N S, 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 % 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 133082. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: - DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4A 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 f'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11 ". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE, 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND SEASONED & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ T-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 RTED OVER VER 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 P/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 HALL HAVE THE AUTHORITY T MAKE SUBSTITUTIONS OR PRODUCTS SPECIFIED ON THE PLANS DUE T S 0 0 SU U S F 0 E N 0 AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION UR E N • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. of NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. of 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 COMPONENT. •0 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT E KNEE WALL. •• AIL KNEEWAL S THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH X TUD2 WITHITOENAILOR 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 SHALL BE SELF SUPPORTING, MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM, ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" ,„ 1 DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 "DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND 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 8". 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 (Volt) 139.,B MPH NOMINAL WIND SPEED (Valt) 106 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF -9 10 SQFT + 26.1 / -453 PSF ROOF -8 10 SOFT + 26.1 /-10ro.IPSF g 20 SQFT + 24.2 / -43.4 PSF -9 20 SQFT + 24.2 / -99.4 PSF a 50 SQFT + 203 / -42.2 PSF -S 50 SQFT + 203 / -90.6 PSF a 100 SQFT + 10.4 / -415 PSF -9 100 SQFT + 10.4 / -83l PSF W WALL ® -a Ira SQFT + 453 / -49.1 PSF WALL © -9 10 SQFT + 453 / -60.6 PSF ]-_ © a 20 SQFT + 42.2 / -4-1.2 PSF 0 6 20 SQFT + 42.2 / -56.6 PSF 50 SQFT + 40.E / -43.4 PSF (:F:) a 50 SQFT + 40.7 / -51.8 PSF a 100 SQFT + 38.4 / -41.5 PSF 'a 100 SQFT + 35.4 / -50.3 PSF 500 SQFT + 33.8 / -316 PSF -9 500 SQFT + 33.6 / -31.6 PSF I- A GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 6' WIDTH + 40A / -45.0 PSF n O 10' WIDTH + 39.6 / -42.6 PSF O 10' WIDTH + 39.8 / -44B PSF 12' WIDTH + 39.1 / -42.1 PSF 12' WIDTH + 39.1 / -44Z PSF 16'+ WIDTH + 38.2 / -413 PSF 16'+ WIDTH + 36.2 / -43.2 PSF CHART IS 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 _j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) ROOF a 10 SQFT + 15.E / -272 PSF ROOF a 10 SQFT + 15.7- / -64.0 PSF Q 20 SQFT + 14.5 / -26.0 PSF a 20 SQFT + 14.5 / -59.6 PSF T_ 9 50 SQFT + 12.2 / -253 PSF 0 50 SQFT + 12.2 / -54.4 PSF O a 100 SQFT + 11.0 / -24.9 PSF tv 100 SQFT + 11.0 / -50.2 PSF WALL ® 6 10 SQFT + 27.2 / -29.5 PSF WALL © a 10 SQFT + 2-12 / -36.4 PSF w © a 20 SQFT + 253 / -253 PSF � 6 20 SQFT + 25.3 / -34.1 PSF -1 (!�:) 6 50 SQFT + 24.4 / -26.0 PSF 0 G 50 5QFT + 24.4 / -31.1 PSF uj a 100 SQFT + 23.0 / -24.9 PSF -9 100 SQFT + 23.0 / -30.2 PSF 6 500 SQFT + 20.3 / -22.6 PSF a 500 SQFT + 20.3 / -22.6 PSF GARAGE DOOR 8' WIDTH + 24.2 / -25.9 PSF GARAGE DOOR 8' WIDTH + 24.2 / -21.0 PSF ® O 10' WIDTH + 23.9 / -25.ro PSF O 10' WIDTH + 23.9 / -2rol PSF A 12' WIDTH + 23.5 / -253 PSF 12' WIDTH + 23.5 / -26.4 PSF -A 16'+ WIDTH + 22.9 / -24.8 PSF 16'+ WIDTH + 22.9 / -25.9 PSF I CHART IS 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 IIIGARAGE DOOR PRESSURES ASSUME T MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4. • 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 WEB MEMBER AND A SECOND PIECE SHALL BE INSTALLED FROM THE DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO W WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. • BLOCKING BELLOW WITHIN DTO FILL THEE AREA TOADSPACEKEN UP BY TRUSS WORKI.E. THE VOID .)) FOR TRANSFERRINGACE BETWEEN THE OTTOM PLATE UPPER POINT OF AN LOA S (I.E. STUD PACKS) TOALL TO THE LOWER OMPO ENSONRY OR FRAME WALL SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING & PARALLEL TO SUPPORTED BY A WALL SHALL BE ATTACHED: R •• @ MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). of @ WOOD WITH (4) 0.131 X 32' NAILS AT EA. STUD MIN. (16" O.C. MAX) IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU GERS ARE • •• ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE OREQUIRED TERM NATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• @ CONC. W/ 4' DIA. X 3" TAPCONS @ 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32' TOENAILS EA. • •• LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32' R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 32' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• "X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OREQUAL. • 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 lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLUWINCj SHALL APPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE 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 FOLLOWING PLY 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. �\\\\`N RAN//( /// • ��� OP''� N qLF �1i v .0,, i� * �k.. - lz� Qom' 8I 3, Z *= 4T 4_11 ;*= �O • STATE OF ; wk ��_��,*-.;c�ORID�' •••``'��' f//iS/OIVAL �* �1� ///111I 11O w u ui >- � IS Z=- r aw rOw Np,Z rDw Cza7 Wr n �W=ro DOE o= °zo w Om Wmo 3.a o>wizu a -mo0W tw w a2v�aQ-d u_rYz a(D f- ��LLJ =�a�gw cn rzn z zw'z�z 0 11 w �zawo >Wow .FDw=a 0 MO � zr0 Lu w z W W v 2 w w �n J = S n r i r w=� Q - ¢ = a w - = IIIr 0 w N a � 00 a i N u J Mo N M lD ul 00 00 L0 m �* *t ii I�w- ..z M� w w w ..Z W F 0 00 m _ Z ... yj Vn w o w w Q Z w 0 w 2 N Y 0LLj 0 Z X�LU 00 2 a' W LL, v 0 -; . X Q z r, � 3 0 UJ vi g � a L w 0 O`°CC QQ It O O Z N 4 O O > u') M O� C a 0L_j2: O I i L� ~ Q, > ru ,_..I d� Q Z fu r6 o }- wZ W J d' mi U) uj F__" O U) J z_ .j < < �- 0� W to ::) I_ 0 V m U) SCALE: AS NOTED DATE: 03-11-2019 SHEET NO. F----------------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 —51MP50N 5PH4/6/8 OR UNLE55 NOTED OTHERWI5E, (2) 51MP50N 5DWC15600 AT A MINIMUM ALL FROM 5TUD TO TOP PLATE UN5PECIFIED FRAME TO L - - - - - - - - - — — — — — FRAME CONNECTION55HALL CON515T OF (3) 0.131"X3-1/2" END NAILS OR TOENAIL5. ATTACH PLIE5 PER 1/55" *A 51Mf 50N M5TCM 60 MAY 51MP50N HTT4 W/ 5/8" DIA BE 5UBSTITUTED FOR AN A.S. (WHEN 4-5TUD CORNER HTT4 WHERE LOCATION OCCURS ON TOP OF GIRDER ALIGNS WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 51MP5ON M5TA36 5TRAP5.) NOTE: USE 4-5TUD CORNER 5HOWN FOR 2x4 FRAME. FOR 2x6 OR 28 FRAME, A 3-5TUD CONFIGURATION MAY BE USED, EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER UNIT BRACKET FA/C (4) HURRICANE BRACKETS II 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-011 TANK -LESS W/H I I 1 H C G CORNER OF__/,7 O O 0 HOME GARAGE SIDE 5'-011 0 o STUB -OUT FOR 11-0" o ° 1 GAS METER 0 o � U ]C-1. 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS L*.TOENA'LCONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING (1) 51MP50N M5TA36 RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT CORNER. MAY BE APPLIED OVER 5HEATHING. O'131 x 3" COMM. AT 16" o.c, ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + -01,(TYP.) + + 01 6'-0" + + + + + 6'-off + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + o Z++ + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + + + + + + + + + + + + + + + + — 15/32" CDX I PLYWOOD OR 7116" OSB `RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 1 3 SECOND GUST EXPOSURE "C" WIND ZONE OU RIIVV Jr1rU7r\ IVMILJ `W V V.V. CUUCJ (X + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° } 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM w F F ..... ......... ...... > STD. 90° CONT. #5 BAR HOOK BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION a" INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible VE 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 4" max CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM e Stiffener astenerSchedule Joist BearingLocation Series De th End Intermediate BCI5000sR 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d " 2-8d - BCI6000sR BCI6500sR 9-1/2" 2-8d 2-8d 11-7/8" 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® 3-16d -1 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. top flangeuthcuts. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load beadn wall must stack Use 3" (10d) nails at 6" o.c. Load bearing walls Required on interior walls : - for vertical load transfer when load bearing for lateral support when joists meet over wall, or wall stacks directly over wall or Plumbing g beam below Load bearing wall must stack over _ over squash=20 blocks and 'Non -stacking walls * blocking and wall or beam below.* — require additional wall or beam below. Joist consideration. Check When joists meet over wall, provide local building 1/16" 1-1 3/4" minimum bearing for each. I -Joist can be offset Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE STAIR INFO. IF CONC. PLAN FOR MORE INFO. 2 STAIRS FORMED & POURED W/ (1) #5 EACH STEP S. • FOR 2'-0" TALL STEMI W Q M co PLACE #5 VERTICAL @ 8'-o- — O.C. MAX. AND FOR T-O" _ U TALL STEM WALL PLACE #5 ' VERTICAL @ 5'-4" O.C. MAX. @ EACH CORNER & _ COLUMN. SEE PLAN FOR _ _ MORE INFO. & COLUMN LOCATIONS — — (2) #5 BARS CONT. 16" LARGE STEP DOWN rc1 SCALE: 3/4"=V-0" �Nl w Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D I(see table below) lit UU I ANYVVHtKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" DO NOT CUT HOLES LARGER THAN 1YZ' ROUND IN CANTILEVERS. l x^ I � a" <k.. s?•i`k u'......i.f...1.ax._c_.......,....�.Gu7 o...s4Ra.,._—a..=.�,..n.�.....x.3s_i3f.�..�.'."�l 'Ck � ';5,�£.'. l..rxis'S^s`..i:�+,u.:.� u..':.w._,x..�xv.£q�L.*^�Ja.e....vn���a�a✓,_bi.r:2-... F f � k e�nL� ,kf�'i i.i �� ;sy�arv�''u"b.�i.'w� N a.,�i".e5. i .� ui.�':kLs"§'`S�w.���S � E+,.a �3, � �§'s.'... .,o J�jh.�'�r�.�.:��. m�'�S ik? a�C 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. 1%" 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 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. 'nstall tight to top flange. Jc Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 2"x TOP PLATE 5/8" � THRU BOLT _- 2"x BUILT UP COLUMN SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM _ WALL 00 FINISH GRADE SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION DOTE: JPLIFT VALUE S BASED ON i. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'4' v CENETERED @ PIPE PENETRATION a ° a ° III „I�IIIII�IIIIII I d ° � a ° ' I I=1 11= • • � PLUMBING LINE PVC OR SCH40 SLEEVE =1 SEE FND. PLN. SIZE &REINF. II—III—III=III — SLEEVE THRU STEM ' ' • ' •° III=1' 12" BELOW ' GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR •. ...:,. •�• FOUNDATION INFO 4 ' • STEM FOUNDATION GRADE REINF. SEE PLAN d d ° d I —III —I i_01,10, Z (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ° ° a PVC OR SCH40 SLEEVE PLUMBING LINE d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION FF PLUMBING LINE a ° d a dO 1=III=III=11 °° 11=III=III. ° d SEE FND. PLN. SIZE & REINF. 0\11Ii11l/�� .... �OENSF'FO%. vNO gib: `C MATE OF A�4 ORION~ w U u _¢ O� p a W x nZ rpw JWoc 5U-z� 'O� Oz pH Zz=> Za �-R- R9 ZazvU =>oho o�QcQoW cc cc =oW O xrQ,�z Ln W LLawag=- ZwZ-Z o w=w U InZ O ZZQw< Y�O w W C7Zr0 °nor= I+IZ- W wWw F=-w�>� --1 = S v z W = D Q a - < Q N a3 V CAD N CND J mo cV M ,-I m w rn CD Z. m w w '1 m D- a w D- ��� lY Q � W : C m y� v�F� 000 �. o w w Z Q Z r,-- O X oo �UJ IN 0 = Vr LA Z w Y L" Y E O ZX�°U �a j W UJ u X < z r, � Q W vi g °o �Q � ^v-•I UJ m CC O Z O`° Qa i O Z ON O•a'O > M o��� O N Il Q QU- 11-% Q� U Q00 .. z WO W J C) O UJ ZD V Z U) SCALE : AS NOTED DATE : 03-11-2019 SHEET No. SN 1 I I I I I I I I I I I I I I I I I L----------------J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �TYP.) VARIES / IN 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN lx2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAdk ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ COMP. SOIL. II I 1(— (COMPACTED TO 95% —I I I I =III=III 1= MODIFIED PROCTOR III III III —III —I I I I II ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 1115 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE � � �I+ � � M � =1 I 1=1 I 1=1 I I_ • I 6 MIL VAPOR OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" —1//-O.H.D. RECESS z SEE A/S3 OR J/S6'III=III I I -I 11-41 r FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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 V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2)#5CONT, ON3" 6x6W1.4xW1.4 CHAIRS (TYP.) WWF OR FIBERMESH "' ° -111EI I I �'�IIIII�IIIII�IIIII�I� °/`�-o —"� �II�IIIII�IIIII�IIII,;,I' I II TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10) 10d NAILS TYP. MONO OR STEMWALL---� FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4' -01, S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL IE• :' • �. A.F.F. • .. r s . .•' .., i. 4 '. . z d • • •, ••A' ., ELEV. -0'-3 1/2" e .. d • d • • •. • A • • . A.F.F. O O . :,. •: 2x4 CONT. • , .• •• • .. d •�• _ .• .' .•' •' r .• •' •: C)P d GARAGE DEPTH VARIES �' : ' • GARAGE SLAB AT STEP rB_,� SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY I 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WELDED WIRE MESH min.) 4" d d ° e - � GRADE ° � —1 I I —III III—III—i ' -1 I -(1) #5 REBAR w/ OPT. 11 �=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311O.H.D. RECESS E; M ' CM a' � I a ,/� ° 1�1=�1 �• II--. -11 11111111111� - 60 - e. EE I'lllllllllll�:: , 1=4�11� —I 11=III I —III SEE A/S3 0R J/S6 --,- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2-X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E ° 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/ /7, (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/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2„ � 3 112" MIN. D ° D ° D 00 — — 4 • -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 3 1/2"(min.).-4 I=1 I —III III —I I I- -_ (2)#5CONT. 11 (1 lill�ll ll�ll 111 ICI- i 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/ 2" (p 0 C 00 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR -2X P.T. PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM -WEEP SCREED INSTALLED BAR w END OF 2" x PLATE PER MANUF. #3 OR #4 REINFORCING BAR Lu ° ° GRADE 40 MIN. Fy= 40ksi ° f -- ° p z_ #3 & #4 LAP SPLICE � =1I I-L-1I Irb —cl) — — ° ° D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a il— _ —_ — —_ — w iII�II�Ii�ll�llll II� o • ° - -1 I �_� _III \ - - I I-1 I ► III= 6 MIL VAPOR BARRIER III—III=III—III #5 REINFORCING BAR R 1 7/8 III 11=III—III=III=III= r z III -III -I"="'=' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 11 N I I=195% MODIFIED PROCTOR ASTM �I I= I—III=111=1 I=11=1 I- D1557) III „I (I I I�I 1 I I I II 111 I I I I I I I I I 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING -2x STUDS @ 16" 0/C � ISULATION PER CHART ON FLOOR PLAN -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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. cD K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" _J CONT. BEAD SEALANT • •. : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. 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 , WWF OR FIBERMESH , r` E M 6 MIL VAPOR BARRIER 1-1=J INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO &LAYOUT DESIGN SEE PLAN FOR _ TOP OF BEAM SEE ROOF PLAN FOR z STRUCTURALBEAM a SIZE & CONNECTION w LJ zXaP.T. INFO d PLATE (A 7116" -� w w O.S.B. 2x4 #2 SYP P.T. FRAMING w/ IES EQ. MIN 7/16" O.S.B. SHEATHING VA IES PER P N Z ATTACHED PER NAILING COLUMN LOCATION w 0 SCHEDULE �> jw W o w SEE FLOOR PLAN FOR U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 1601 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 •� w/ 1/4"x3" TAPCONS FOR COLUMN TO BEAM AT 8" O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN -SEE q PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0"FIN. FLR.� _ COMMUNITY SPECS ..3, r. SEE FOUNDATION CONC. PAD INFO. •, f P.i�.ttvuv TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V-0" �_j TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR )CKING 2 PLAN (2) #5 CONT. =1 I I=1 I I ON 3" CHAIRS (TYP.) 8„ 1,„ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E ° p II —III —Ill —III C? III III —III —III—` r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N r M -E rM d III IIITIII 60 _ — ° d41 11= III= =III „III „� I' SEE A/S3/J/S6 4„ 1, i, 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I I EXTEND FILL CELLS c TO FOUNDATION PAD _E CONT. FOOTING STEEL I I MAT REINFORCING. `Q' ' T m 00 d, W- a • d. 3 A, uj LLI IL LLj LI cm 0 W Z FOOTING v BEYOND DAD REINFORCEMENT—/3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 RANIK lz � �G E aSTATE OF ORID 11//`9;bNA w u u Z� �w w iQO 0z z I-aC7 wF_ < p �L Z 2= Z w 0 o w p r p :9 p z� Lu �u rn o>� g m� > w � z v a Z » czaOa,u a H O E F ? w-n z z w rZw= z�w¢OZ ¢war a�CO�¢c� i— HOw SFap2w V) z O cc p z Fu.ati z w� �Ow � Z� ,y Z w>- 2 0 w V' z u w z2 Z w= a m�0w wC7ZHo 0 a wz wi>� � woG �LL =='n wwK� Q a3 V N J rn l� m it U U -- Z E: r» ' uw u.i u.w -- M m r, v; I a a a --- OC a --- W H 0 Z --m yi cn cm, w m Q Z oc p x 00 = Y W J W N tN i] LL w z O Y Z a o > 0 Q W L, X a Z r, Z) o go W vi g °o W ^o a ri Z m a 0 1° a i C) Oo C) � M C) Ln N I1 L LL_ �. In U �00 Q Z wo W J 0 110 �t A cn ui 0 z� Q U Z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. S3M II I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I I (2) 2x HEADER TO SIT 2x8 WALL BEYOND /PLA FLUSH2x6 OUTSIDE SEE FOR HEADER S EPLAN FOR CONNECTION I 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY I I PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YAl�ES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S, S4 12 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 GENERALNOTES 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 � —VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / A Q. <. .AO A 8" STD. 90 HOOK g" 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 'E =lm NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q _ w W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �-^8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER o GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF .- . . GARAGE DOOR MOUNTING BASE DETAIL - SCALE: N.T.S. a.. d SCALE: N.T.S. a e a a a.. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8° 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL c EXTERIOR WALL SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1 ST 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. SA� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END w' WALL 4 •' .i a DOOR STOP c ; ''A ' MOLDING d- — a 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.C. OR 1 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 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED/ SIMPSON SP2 w/ (12)10d ' NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (TYP.) 0/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (9)10dx1 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL — PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k�ICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 4! STAGGERED FROM BOT. / "�� ATTACH ALL EXTERIOR STUDS SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO f6P PLATE • • NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEASTT-0" LONG. TYPICAL TYPICAL INTERIOR NON- BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON rc t Fp pOw �4 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"—/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 T - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE "'­2x STUDS TYP. SIMPSON HTT4 TYP. Op �A U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SP4 SP2 2X STUDS @ 24" O.C. A A —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS -RECESS LINTEL A. ' C C P.T. -ATE SIMPSON SP4 onviroviv orµ SP2 ouwroviv 10c ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 J M. • 2X8 P.T. BOTTOM P ATE SIMPSON SP2 .f NAILED INTO TRANSOM FRAMING C 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" SCALE: N.T.S. 3P4 ?X TOP PLATE DVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X ZX P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) i (4065# SPF) i (5665# SPF) IS (6865# SPF) N. 8" ?OXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. LPLYWOOD o E SHEATHING S4L f e • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. / SP4 MAX. (MIN. (2) PER BOTTOM PLATE) A ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. D FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) olII II111/11 \\\� 1RANIK N��N \C E z. Gj. 8 e0: NO ¢,23 -' �' �ST'�1�`I � W 0 • OR 10 P �•Zk'��•. NAL u o Z 2 Q O ¢ = J goo^ ��o;� O vo0rz0 W Wz�o >wmN w OR' w i9 2 wi - m 9Z > > U >.7 V) U QRo° �a0z LL g 0�n¢¢Ow Q F,Zw 2 Z,n ,.0 2—z ¢LL= m ¢ C3 F=. LL f 2 r Q OF cL W V) LL¢ O Q W g g= p 4i m Z w w Z w Z m O LL u v_ Z� Z Z w S a m p 0 w w w z z H O 0 W www cc>� = U N o_ W K Q uj 00 c-i N J J m0 N M l0 In 10 u u Z m om-i -i .i A� � m �p u a n a �R `�'¢cp "mmm W 1_: p 'o'o �n Z mmm W V) p w w Q Z W o W 0 S= Y 0 0 Lu Z o o ? > W x cj L X a z r� o LV vi S °o uj u w aQ ^o a ri z m O`° QQ 1! 1% O Z O N o > V) ro �Ln fULLnn 2:N O LLn a QLL,-. fu U fl- 0000 .� C z w0 w J O O d' U) O u) z ui C) Z 10� U) SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. S4 I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD BLOCKING FOR ' FIRST FOUR ROWS OF TRUSSES @ 45' ± 24" MAX. SIMPSON H10A w/ (18) EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ •'• LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR L--------------� ' 7/16" OSB SHEATHING ATTACHED W/10d SIMPSON HGAM10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD LJTHROUGH 10dX3" @ 3" O/C CHORD "T" INTO 2"x6" P.T. PLATE 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (9) 1 Odx1 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.SL. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45'± / AN 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 10d 3" ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT W/ (2) 10d FROM LEDGER TO & (2)10d TOE NAILS @ BLOCKING EA. END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS AOSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL NOTCH "L" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF, O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH GABLE WEB SECTION (S::� SCALE: N.T.S. Srj BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP f x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION 00 °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00RIDGE 00 APPROX. 8" FROM L_ FASTENED AT 2x4 RAT RUN BRACING 1 1 1 1 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS /� NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF.. 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 1 Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE OUTLOOKER SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL x , SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. S5 SIMPSON H10Aw/(18) 1 Od x 1 12" AT EA. OUTLOOKER — (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH EXT. WALL CONN. 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /—GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 3EE PLAN FORWOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 1 Odx3" O/C @_/ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS M JOINT �,va 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 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 SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d a@ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING W/ (2) 12d TOENAILS BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS /-1/2" CDX PLYWOOD OR �7116" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD —2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" OIC (2)16d NAILS SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING wl (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=V-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w 2x4 BLOCKING 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOR CHORD BRACING 2X4 MIN. Cwi — — d 0 o ' 0 Q iz o — m o 9 o o ' L w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �a �7_ a 2� LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. IIIII ` Q NO 623, :Z * 'STATE OF . ��` o.. ,c P k, �• R 1. /O O 111Al. I 111\\1\ w U z LLi O W =ao oaa� z a U' w - N p� z 2� z w 0F._. O w p p t O 9 3 U w >wm� 3gz�a wma ' u:O a w 0 0 w Z U Z '= U _ E o o ~ 2 z w z w -o w o�aa0w ��m�Q' H aZ=� 2<w Ln zo LL a c'O : w 0 0 w��w ?wZaZ O >w0_ w0w=a 0 mo-� wzzr-o W woU =5N ~dww� Q -�= off~ N a3 c.i J N fM 1.0 �� mm m w LLi w �m �W 0 ui Q J 0 z ��. �� W v� F w w Z W 0 ix oNp ,= x Ei V Q LL "' Lu Z a o 0 5> W w u> D Q X Q z h J �u+Ng� o fa ri Z m O a � Q > O Z NO O � O > (A rn O Ln ♦Z U L 2: N O Ln z la- a � e cl� U a� z E w Z Wo Lu O J ui Du) z� Q uj 0 U z ry cn SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. I I I I I I I I I I I I I I i I I I I I I I L — — — — — — — — — — — — — — -J 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO ' BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 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 X1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �1/2" DRYWALL P.T. TO SHT. SDW2-Ki TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILSX CONN. DETAILS FOR CONN. DETAILS 4FOR ok X 4 3-1/4" LONG X 3/16"0 X 4 FURRING 3/16"0 X 3" LONG TAPCONSTAPCONS FURRING 3/16"!71 X 3-1/2" LONG FURRING INTO STAGGERED @ 16 STAGGERED 2X8TAPCON. BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO .. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL 1x4 P.T. & lx8 P.T. 1x8 P.T. & 2x8 P.T. "2" 16" OM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 T. 6EH TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"O X 3" ..Q'D 2Xg P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 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 * Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH r BLKG. & BUCK I 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 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. Z-O" SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. 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 PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP5 STD. 90, HOOK (1 +5 NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" 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 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'Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRYf L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. p D 11=III=III=III=11_I=III- g I -I I -III -I I -III -I I 1=I I I-1 I I=I I- D 111-I I I -I 11 IIIIIIIIII1111_ 0 D � I=1 I I=1 I I GRADE D D , II 11 I � II I- � o. _ o CV p r D 0 D (2) #5 REBAR. MIN, 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" (1) #5 BARS CONT. TOP WITH MIN. 3" FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S G7 + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION —2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. /,— TO TRUSS TOP CHORD �GTN PLYWOOD SHEATHING ?t�, BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE #5 REBAR (TYP,) ,40 ,I _404. 990° HOOK (TYP.) SCALE: N.T.S. QFF CI-IFFT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" IOT HCIOT HC �;@ FIRST COURSE z O 2 w O W U U rn 2"x BOT, PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 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 SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ♦ A OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0" 5'-011 NISH . .. A Y '► ! A ° #5 BAR 1-0" CENTERED W/ g • ► • . y► �FQOXJ,° INTOP o °7 7► a KNOCKOUT/ CHAIR BLOCK MONO FOOTING _ SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL 0 .► •• ° DIRT 6 z 2 ° L99 HOOKSTANDARD oN #5 BAR IN r FILLED CELL, , • f \L. f J \ •, \ \ `, f �• \ s• \\ 1 s• f f f s \ J s•sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 1 EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL U SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. RANIKgL �fi \��� PNS •�\CENS*. /X. `�• ••Z /j "'o'. '40RVDP' 0 w V u Zo S a O 0¢ LL= J raC7 �� z aoo^ F�0(D O 3V_n o0,pz2 w w 3 2 W= Z U wma- u'�+-0 a Z ? = V r = U = LL 0 O m Y Z W Z Z N w¢ O F w= Z ¢1Fr azm2¢� F- =oLL� =roogz V) W Zo LL a ti F w 0, 0= 0 Ezomz Z,,}2�Z O m 2 m W w Z m- LL W_ o zzaW0 moo= Wzz�o 0 w Z w W W u N 2 N H w y>� J V d LL w —ar owr N a3 m Il m 00 v-q V Lo N N l0 J mo N m l0 ^ m Ln 00 00 01 Ln �� cn LLi LLi u.i MMM W f.: p Z WLn oc _ o w W a Z I O w 010 ?> N Y ZU- = a0 Y w Uj Z X� O U Q W x C3 —, Lu Xa Z ^ Q W vi °z �w :5o o a Z m Q t a O ON ho zur) M O (A m Lnn d Ln >` aL C) LL aU�Q00 00 Z w0 W J tLo d- mi U) ui 0 U) J Q cr uj V Z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. ss I I I WEATHER I7 RESISITIVE 1 BARRIER TAPE I I I I I I I I I I I I I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO- BOTTO FLANGE Cnl n I Iq WE ✓E BARRIER & ZARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW IWPO1 CI ACIJIAI(_ IAICTAI 1 ATInA1 ACTCO 1A/CATUMID OCCICT1%/C QAOOICO NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW ASHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR 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 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) W PO4 o, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST 1 2 WPM INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1 2 WP05 SELF -ADHERED FLASHING PATCH 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 Lt 3i I I l�TV AP, I SELF -ADHERED FLASHING WP03 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED VADHERED ASPHALT ADHESIVE ADHESIVE THROUG FLASHINSELF-ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) s SELF -ADHERED FLASHING INSIDE CORNER Ground(-�*-- 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco JOISTBELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 a a a 3" MIN SELF -ADHERED SELF -ADHERED 4. FLASHING FLASHING 4) SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING WPOO FOUNDATION WEEP SCREED WP09 DECK JOIST r" OUTSIDE CORNER O WP10 NOT USED NOT USED WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ILI 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 ASTM C1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i O IIz O 4-Jo Z2 H M O Ln < tn .O CL N l^ ZiY LL a U a CO WC:)w z� E� z O J lfl d- z 0 O fy LIJ SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. W P CD > a) 0 C) (3) 0 g- 0 C C) '= V) > E (3) L_ 4_J V) C) cc !EO 4-J V) USP Stock No. Florida Statewide Product Appr�No. Evaluation Report 8- Basis, (Mil StdckV P u it Apip 6. Vahation Report u Basis(2018) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 I'l172313 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549• HD412 FL17232.4 ESR-3445 HU412 FI_10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 1. EXTERIOR DOORS HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf HGA10 FL17699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F1_20461.6 +67.01-67.0 psf HGAM10 FL17699.1 Evaluation Report HGAM10KT I'Ll 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01-67.0 psf HTA16 FL17680.4 Evaluation Report HETA16 FILI 1473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FI-15225.11 -67.0/-67.0 psf HTA20-18 FL17680.4 Evaluation Report HETA20 FL1 1473.5 SIM200802 ThermaTru Smooth -Star and Benchmark FL15225,5 +67.0/-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL1 1496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL 11496.1 ES-0130 ThermaTru FiberClassic, Smo- othstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING M I Windows and Doors Series 420 FL15332.1 - F1_15332.5 +40.0/-40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL25 1. 10 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL1 5279.37 30.0/-32.0 psf HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors W6 (16X7) I'Ll 5279,102 �37.0/41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10466.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors I'Ll 1537.1 N/A (see inst sht) HUS210-2 I'Ll 7232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Wndows and Doors Series 1a5 FL17499.2 +50.0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 PGT Series 5500 F1_239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1 5351.1 40.0/-50.0 psf JL24 I'Ll 7232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series 185 FLI 5349.1 +40.0/40.0 psf JL26 FL17232.7 ESR-.3445 LU25 FL10655.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655,112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 3. PANEL WALL JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FLI 3192.1 - FLI 3192.2 N/A KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 B. SOFFITS Alside Solid and Vented Soffit FLI 5272.1 - FLI 5272.2 +70.0/-70.0 psf > O < 4--J 70 O w 0 CIO > 0 0- < 4--J 0 < r) L CO Lu < C) M __J 2-7 < KST260 FL17244.15 ESR-3455 MST60 FL1 0852.7 ESR-2105 C. OTHER LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2106 LSTA15 FL17244,18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 F1_10852A ESR-2105 B. UNDERILAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 1`1_17219.2 ER-0200 LTT19 FL1 14963 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT20B FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 I'Ll 1496.3 ER-130 Lomanco, Inc DAB Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA LUGT2 FL17240.2 ESR-3447 LGT2 FL1 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. OTHER MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 -FL15076.2 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MPH3516 FL1 7240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn, see chart MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852,9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates I'Ll 999.1 - FL1 999.4 N/A MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTelk Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MSTC52 FL17244.26 ESR-3455 MSTC52 FI-108521 I ESR-2105 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW16 FL17244.8 ESR-3455 MTS16 F1_1045634 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FIL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT I'Ll 1470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35XI6U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspectoron the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. PAU66 FL17239.13 ESR-3449 GLTV3.516 I'Ll D667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS F1_6223.5 Evaluation Report H1 FL 10456.5 ESR-2613 APPLICANT SIGNATURE DATE RS150 FL17244.27 ESR-3455 HIQ FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 F1_17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FLI0456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 F1_17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A F1_17236.3 ESR-3448 H8 I'Ll 1470.3 SIM200803 RT8A FL17236.3 ESR-3448 SPI FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FLI0456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 F1_10456A4 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FLI 0456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 I'Ll 1468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL1 1468, 10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FLI 1473.19 SIM200802 THDH414 F1_17232A7 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FILI 1473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FLI 1473.9 SIM200802 LGT3-SDS2.5 FL1 1470.7 SIM200803 LGUM25-2 I'Ll 1473.12 SIM200802 SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa I 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Pape I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps I 1152016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps l of2 1/S/2016 FL"20461-R2 FL"2046142 �l EoglLor Ffk 20 DOW pre dim Fig! FLA20411I 291k Entity or let, Dak Deb Para no 20 F1J20481.R2 220 liBghCp! ) let, DMa Pandas teas Tyg version menuthatu L f� Endnsr&Liuroe Validated By vandmw Su FBQApprmtal Approved Am& Orgn version fgem t 99Dkot Validated By Yal�kg $u FBCAmovar AID AMR did Vended !bees contact F�t4J� ValklaWac vatkek4 Submitted FBQ Approval Approved S� Sd:9! Entity or Pail 20 castPmKNm Fell Revision 2017 Therma-Tm Corpom8on Rick Wright Lyndon F. Schmidt P.E. Ryan J. Keg, P.E. 10/15QO17 071122017 101ISr2017 12112=17 Approved Revision 2017 TMmb Tm Corporation Rick Wright Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 10/152017 07n2r2017 10/18=17 121122017 Approved 1112111 mm Contract Enaimper & Lkema Valkisbd IN Validated Subm. FIND Approvell An AMM Revision 2017 Therms-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. IOng, P.E. 1011SM17 07112=17 10/18/2017 121122017 Approved Exterior Doors (419) 298.1740 PE-434DD (813) 767.6555 Category: Exterior Doc. (419) 298-1740 PE-43409 (813) 767E555 Category: Exterior Door (419) 298-1740 PE43408 (file) 7676555 Subcategory: Swinging Exterior Door Assemblies Subcategory; Ikkw@nvbldgcomuMnts. SubCabpory: Swdplrp Exterior Door AeeamWtea gconsu Ravelon 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07112f2017 10/18,2017 12112QO17 Approved Subcategory: Exterior Door Assemblies cokW�IvlbdgcOnsuSanb. Compeaneo Metlbd: Evaluatlon Rgrort from a cote Compllrwa Method: Evaluatlon Report item a cote Cary' take) 298.1740 PE (813) 787S53S Compliance Meted: Evaluation Report from a Method: wm Florida Registered Architect ora Licensed Florida Florida Registered Architect a a Licensed FloridaExterior Subcategory: grogDoor_ Florida Registered Architect or a Licensed Florida Protasalonel Engineer Professional Engineer Compllence Metlrodl Evaluation Report m a Compliance E8scl Professional Engineer labrdred:ul papa anted Floridaadckw■nvbMgwnau8anla. fLis2Mi—R2 Products Professional Engineer $eta Product Nodel. Number or Nara QuNImLAssurance Contract Expiration Dad Approved for Use Approved In KVKZ Oatlakle for lice HVNZ brnxwt FNiga PressureQuality Beef Product Model. NumbeeorNane Quslit, AtlYfencat ProduntDes arlptbn Controet Expiration Daft Aooroved for Use Approved �i nF�IL OubMe for Use MVN2 lg t Deal- Reikbnt R�(g� Prod rot Moda�Nun Mror Name QLgft A■yrsgg Product Description Acorwed for less A -rand In HVHZ for Use mum ) Dadol Pressure FLI120411142 Products Assume Approved far Use Approved M Use IImQggt onim 1 a. Themes -Tau FlborClank and Smooth -Star Norpina1881739;8 8quokNoMmpectBquok Opaque 12l312020 No Yes No WA 6 1. Throated-Tm FWaClassic and Smooth -Star Nomnal 88d139;0 &quokNon-Impac*uok Opaque 12/312020 No Yes No WA 9 I. TMm1e-Tru Fibs -Classic and SmoothSter Nominal 6&#39;8 BgwkNon-Impact quoit Glazed 121312020 No Yes No N/A a $ep._ Pratluar Yor1N Number a Hama P. ■ Outside HV11z �kfgnt Pressure Composite Edge Fiberglass Single Door Composite Edge Fiberglass Singh Door (Inawingl0ulewIng; X configuration) Comppa6e Edge Fiberglas Slagle Door P1s++'In9/g: X configuration) 14 n. Therms-Tm Fiber-Claaale and Smooth -Star Nominal BM9;0 &quokNon4mpact8gwk Glazed 12131=0 No Yes No N/A (Inswing/Outswing; X configuration) Composite Edge Fiberglass Slagle Door F�1 F 2G811.R0 tinswh1910a1+1une; X configuration) FLl2046143 tick EDtlbLg � !et, DEW Jeraldine Fek Si3$4 EntlLvor Dal let, �1hb Fsedna4�V Fat& 61J tog! Entity rick R a let, bw version Man disolmrsr contact EnalnMr & License voimdw By Valklotai SubIDHk4 FBQ Ap�pyll Approved Bums TAN Version temok9krsr caact g A Vs9attsd By Vlag#kg submitted tigr,�,orld 8peroved fikila ].Yoe f(lOkD tttalmaun[ Validated By flalWlkg $IAmMsg EYg9op�al AlaYmaa Skaa 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12M 2017 12/132017 12212017 Pending FBC Approval Review 2017 Themem -TCorporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King; P.E. 12A=017 12/132017 12212017 Pending FBC Approval ]yes Saga V6R{on je0py gOgbLa,: gpp VaiWetsd By Dal $lit valklated DakP9D>gm F,g�y no $y(= Revision 2017 Thebgory: Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12M32017 121132017 12212017 Pending FSC ApproveRevision Category: Doorgrog (419) 288.1740 PE-43409 (813) 7675555 Category: Extry: riorSwinging Doorgrog 20&174o PEAL.._. (813) 787.8555 , Category: Eztarlof Doors (419) 298.1740 PE43409 (813) 7878656 ry:Swirior SubCabgay: Swinging Exterior Door Assemblies riekw@rwbldgcorsuBaMs. SuhCasporll: Swhgirg Exterior Door Assembles ridcx�uu:bidgconsuaama. ricke Revision 2017 Therm-Tm Corporation RWc Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/13/D17 12/13/2017 12/212017 dig FBC Appn S B Exterior Repo Assemblies dokv+Qrwbldpwnaultanb. Compliance Method: Evaluation Ripon from a corm Compliance Method: Evaluation Repot from a cote Category: Exterior Doom (419) 298-1740 PE-43409 (813) 7875555 Cemptience Metleod: Evaluation Repot horn a C plience uall: cote Florida or a Licensed Florida red Architect a a Licensed Florida Pbrlda Regitonal Swinging Exterior Door Assemblies idgconsutianb. Florida Registered Architect or a ansed Florda Professional Engineer Real Engineer eer E Professional Engineer Complfanee Method: Eva Report m a oom Professional Engineer Florida Registered Arohhect or a Licensed Florida FL#20461413 Products FLa2948142 Prod arets FL"2046143 Producer Professional Engineer AssuranceQuality Quality Approved for aid Approved for Use Imam Fa((eB �M(�gyrsgg AoorovW far Use lrsp� FLa2g46143 Products Dal Product Model. Number a Name Product awl PSIS Flo Outside [.it,! HVHZ lea)gn ) PMOR ora $-0 Product Model. Number or Nam Product Description In HVHZ Outside f3astsnt 1rewaa $!ora Number Product Detactfurfloni SdotntaEao Date IatJlmi Ftrishk tlYHi Ifardids t PJ7■grs Ouaft Assurance Aomwed fa Use Approved for Uaa Dealers 1 a. Theme -Tau FberCisnic arch Smooth -Star Nominal 88939;8 &quokNorHmpact&quok Opaque 12f312021 No Yes No WA 8 f. Themre-Tau FlberClaeaic entl Smootfr-Sion Nomma18IIIIIi &quo;NonmpaaBquok Opaque 12131. No Yea No WA 9 L Thems-Tru Floer1lassk: and $moodlSber Nominal 61118quo1Norn nmmct&quo; Glazed 12f312021 No Yes No WA � Product Model Hundw orNerve „Date In HVHZ Outside HVHZ t P.J Composite Edge Fiberglass Single Door Compos8e Edge Fiberglass Shgfe Door (Inswing/Outswing; X confliumfim) Composite Edge FlloaMu ss Sings Door (masinglOusxrNg; X configuration). 14 n. Theme-Irm Fiber-CIwsk and SmoothSYar 63D Nominal B8;g 8quokM Nompaet&202 quot; Glazed 121311 No Yea No WA (Inewing/OutewIng; X configuration) Composite Edge Fiberglass Single Door sesmh Cdbds l Search Critede (Inswi giOutra ing; X wnfigurst on) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 or 1 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page I of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pear 1 a l 1191 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega t err l 1/8201e FL"152254 , Code ErMy or Io 20 offwpwom no P7 0152254! COO loW or Rik Dan Wts Pendpp Dow FL*17747-R0 22111111 End& or go calls, then Peuapp 219 FW$4"8 Coda Enter or 291 F■p Dab Pending Qp¢ 11M V0,81 Manufacturer Contract ESobster It Loaxeser Valuated By Validated Submitted F.BF.Approval AalLrsred atom Seri Version VMufww 2arft94 EDalOreff & Llaml Validated By viwiuw $u6mX6d J An rov $kilo IYPS Version Manufacturer SAIIho Engkissar&LIcensur Va94atsd By ValkiEW Submitted FBQ Aooroved A8isroved ib ft hu vww Momdmww 590!■d Enakrar & Llurw Ve9dabd av validated $BQIDNbP FSQ Approval AEo4Yffi sttY Revision 2017 Therms -Tau Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12202017 09I212017 1222IM7 Approved Revision 2017 Thermo-Tm Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12202017 0=1/2017 1222r1.017 Approved New 2014 Themna-Tau Ccupo ation Rick Wright National Accreditation & Ryan J. King, P.E. 0720MIS OSM72015 072512DIS Approved Revision 2017 Thermo-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. Keg, P.E. 10/1812017 10/18=17 10222017 12M22017 Approved Category: Exterior Doom (418) 29&1740 Management Institute (813) 767-6555 Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Category: Exterior Doors (419) 298.1740 Management Institute (813) 7875555 Category: Exterior Doors (418) 298-1740 PE-43409 (813) 7675565 Subcategory: Swinging Exterior Door Assemblies rldrwIlinwbldgwnsu9ents Subcategory: Swinging Exterior Door Assemblies dckwenebMgwnsu5ants. Subcategory: Swinging Exterior Door Assemblies ridcw®rwbidgconsuft nts. Subcategory: Swinging Extort" Door Assemblies rldmC wbidgcommiants. Compliance Method: CadMcatbn Mad or LlaBng cam Complitsnce Moll : Certification Mark or Lsting corn Compliance Malhod: CertMcetim Mad or Listing cm Compliance Method: Evaluation Report from a wm Florida Registered Archibald or a Licensed Florida FL#i522544 Products FLJf1522644 Products RATT4749 Products Professional Engineer Ant Product Model. Number or Name Quality Asauraooa Approved for Use Appraned fa Use eruct Est Expiration Dab In HVHZ $tsideKVKZ. imead D"lon Reallebmt SIR lla.l Queft Assure Approved for Use Approved for Use k tom. oubkla HVNZ her Dr llon F.f�Yes Ika.a Quality Assets Approved for use Aowoved for Use 2ra�Ei■i In MAC Oublb HVHZ Inc Design �IYR 19.076404s Products q(llg9LAgNG■4 Approved far Use Approved far tali Ike(,-j 1 a. 5quo;CbsebCraB&quot; and &quota enchmark by SM and &10 Opaque and Glazed Fiberglass Door with 12131=1 No Yea No WA 5. e. &quckSmooth-Star wit and liquo;Senchmad by 8q 618 and 8r0 Opaque and Glazed FPoe rgtees boor with 121312021 No Yes No WA 1 e. Opaque Fiberglass Door Nominal x Opaque Flberylasa Door ff7JS12019 No. Yes X No NIA gap" Prodrct Medal. Number or Name Cornea Expiration Deer In XVF¢ Outside HV1aZ F�grs Thera-Tru&quok and without Sitleaes. Inswing and Oulewing Thermo-Tru&quct; and vdhoul Sidelibs. IMwkg and Oubwing / Outlawing Co0 - (Insuring / Outtwing X Canfgumtloos). g 1 a. BgooY,FibenClaasic&quok, 8quokSmoothSter&quo;, 8&"39;8 8,quokimped8quot, Glazed Fiberglass 12/312021 No Yes Yea WA Bquo;CbudCra6&quoL or &quokCknsioCmft Rustic&quok Single Door - (X) Inswing or Oulawing Configuration search cliberls Search Waste Search Grttathe FL"15332-R4 Coot IYpe Yin Manufaaturor Ravai 2017 MI Windows and Dona Category: Exterior Doom Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Archiled or a Licensed Florida Professional Engineer mav5332eve $sibA Product Model. Number or Name 1 SERIES 420 ALUMINUM SGD FL/153324A Sygl Veralm ManlhrsS Revsbn 2017 MI Windows and Doom Category: Exterior Doom Subcategory: Sliding Exterior Door Assembles Compliance MW.&- Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL"l533244 Produces fbi Product Model. Number at Nam 5 SERIES 420 ALUMINUM SW REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1=18 FL"15332-R4 Emir pr RIM DIM Dab Pendent 20 22112 contact Endear & Lkxlnss V2JIYbd By Validated Submlg4tl FBC.Aooroval Approved Sts sib Type vow ors[ Brad SiSlnger LUIS Roberto Lomas Steven IA Urich, PE 08/132017 =I1/2017 08/152017 10402017 Approved Revision 2017 MI Windows and Doors (7M 36"300 PE-62514 (717) 317-8454 category: Exterior Doors bs9angerom1wricom Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evauaton Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL"1SM244 Products Quail CA■urne AYD W d for Approved for Use Impact F■!gn Product Description Contract Emanation Dad In Outside,H gnimt1t p $eg # Product Mosel. Number or Name SERIES 420 ALUMINUM SOD OXO 12/312018 No Yes No N/A 2 SERIES 420 ALUMINUM SGD 145.3//8quokx80&quok NON -REINFORCED Florida Department of Business & Professional Regulation Page I Of I Building Codes and Standards I/520Ia Product Approval Application Detail FLe25142g Ent1OL or Dal Cork Daft Pineal Dal 2211111 Contact Enakeer & Licenser Velkbbd By Validated Submitted FaC Anprovel Approved stable LM version Manufacturer Brent $Mnger Luis Roberto Lomas Steven M. Urich, PE 08/132017 06/112017 08/152017 101102017 Approved Revisor 2017 POT Industries (717)3653300 PE-62514 (717) 317-8464 Category: Exterior Doom bsdingerfliMwd.com Subcategory: Sliding Exterior Door Assemblies C—wMi Method: Car firstion Mad or Listing FLM14tn Products '"AProduct Modal. Number a Name 9■ft AssamDfM Approved for Use Approved for Use ImmFt Design 10 SOD-SS7D (Large Missile Impact) Plpbi4tJesdmlgnContract Expiration Dab In HVHZ Outside I Pure SERIES 420 ALUMINUM SGD REINFORCED XXX 12/3112018 No Yes No WA 143&quokx968quok Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FIB 221111 artily or jygn version Manufacture contact Enaaeer If Licanse Valklatad By Revislon 2017 Cktpay Building Products Company Mad Wasteftsid Intedak Testing Services NA, Gary Mahler Category: Exterior Doom (513) 770-6052 Ina (513) 51"He subcategory: Sectional Exterior Door Assemblies mweaterSeldQdoPay.wm Complbllce Method: Certification Mark or LMq FL"1527945 Products Page I of I 1rmis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/52018 R"15332.R4 Enft or go Dab Dab Pesdpp Rik. Code contact Enablesr S License Valarlm By Value 8ubmMbd FBC Approval Approved ;JMbn lygn vow 111111111 sr Brent SMI Luis Roberto Lomas Steven M. Urioh. PE 081132017 08/112017 08/152017 1 Oil02017 Approved Revision 2017 MI VNndms and Doors (717) 36533W PE-M14 (717) 317-8454 Category: Exterior Doom be6inger@mhwd.com SubCategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prolar alonsl Engineer FL"15332-R4 Products QuallbLA■nrance Approved for Use Approved far Use Impact Design Product Description Contract Expestim Dab in ouuwo1 R"IabM Pressure e3" Product Model. Number or Name SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 No Yes No NIA 3 SERIES 420 ALUMINUM SGD REINFORCED 98&quotx808quok NON -REINFORCED. Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 11612018 Product Approval Application Detail FLP1533244 Enbv or oft 2im Dab Posedim let, 2911e contact Brain" &L1carn, Valuaed BY veld Submitted FEc aoorow Aar Awl& TYg& vmiga Manpbctu Brant SMnger Luis Roberto Lomas Steven M. Urich, PE 0&1312017 081112017 08/16=17 10/10/2017 Approved Revision 2017 MI Windows and Doore (717) 36"300 PE-82514 (7M 317-8454 Category: Exterior Doors heMngerarpiwd.wm Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Archb of or a Licensed Florida Professional Engineer FL"1533244 Products Qualifier Assurance Approved Use Approved for Use lmom 22wm Product Dasedprion Contract Emlmd g Data in,(DQg outside HVNZ RmIstant Pressure ANA Protium Hoses. Number or Name SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31/2018 No Yes No NIA 4 SERIES 420 ALUMINUM SGD REINFORCED 145.3/48quo"W&quok Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or 1 I/5/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t a l 1/51wis EDYhLa Cork no Dam Pandno Fork FLM52MRS raft Entity or let, no 29LENwha 18M1 Cat Enal ear & License youdd d By Validated sub FBIC Approval Age $kbn Vwslm Manufacture FoBt!£t Enamor It Lfeansr, Vakhbd By Validated gWmbed FBC Approval Approved $fatn Dean Ruad MIamFDade BCGO - CER Miami -Dade BCOO - VAL 12/2012017 112SM17 1225=17 Approved Revision 2017 Clopay Building Products Company Mad Westerfield Intersek Testing Services NA, Gary Pfuehler 1112912017 08/102017 12106/2017 Approved (941) 4864100 (786) 315-2590 Category: Exterior Doom (513) 77"W2 Ina (513) 519.6566 druarktilpg8ndstrka.com Subcategory: Sectional Exterior Door Assemblies mwestedeldQdopay.wm Complienca Methed: Certification Mad or Liedng Quality Assurance Approved for Use Approved for Use Issued DDNIgg FL#1527948 Produces Qua9tc Assure nrce Approved for use Aoaoved for Use Impact Product Descril Contract Expladion Dab In HVHZ oulawallyliz Resistant Pr $!ora Product Modal. Number or Name QgdrsytExpirsggri„Dek IgjgQ$ Outside HVHZ Ifs Pressure Vinyl Sliding Glees Door 04/142021 Yes Yes yes WA 37 037 W5.O9 RAN-2Fi61: 84A, 94, 73, 75, 1600,190, 76, Steel Pan (min. 26 ga.) Single -Car (up to 9'0' wide) 0521=8 No Yes No +30 PSFI32 7611, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 55, 488, WWINDCODE&#174; WS Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I of 1 1/52018 428, 556, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S,ED5SV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datell Pys 1 pf I I/s2o+s 20 Iek leteIsendlm 20 FLM527945 221111! Entity or go rick Data Pendirm 20 FL"11537.R7 99& Entity or Dal Flit Dan Peadm Flit validated Submitted FBQAsonoval Apulm(sd iwn mm veraim M■Uf&ctukL Contact Braking Liberals Valuated By Vall9ffied $ultin FBC Agnroval An g $k4m mm Mention Maputo Condo Endear&Llosnse Vaimmw By Vlglielal $Lbmlthed FBC Agntgnet ADD $kit! 11292017 08/102017 12/05=17 Approved Revision 2017 Clopay Building Products Company Mad Westerfield Inbdek Testing Services NA, Gary PWehler ilrAM17 08/102017 12MSW17 Approved Revision 2017 CURRIES Division of AADG, Inc Deft Dave UL LLC Ted Berman, PE 11I30R017 1026=17 12MSI2017 Approved Category: Exterior Doom (513) 770-6082 Inc. (513) 5106566 Category: Exterior Doom (641) 494-2844 (305) 858-4707 Subcategory: Sectional Exterior Door Assemblies mwesterfieid@doWy.com subCabaory: Exterior Door Components dave.dedicrilileass abloy.co Compltsnso Mrntred: Certification Mad or Listing FL"1527946 Prodrwls ComAlonm Method: CedMcation Mark or Listing Fl."1153747 Products m Quality Assurance Approved for use Approved for Use Iml t Da!!gn outlier Aesurs Approwed,for Use Approved for Use I Dalian Quaay Aoumnce Approved for use Approved for Use begegf feetgn Saga Product Model. Number or Nose Product ,Description In KI Outside Resistant Pressure, Sala Product Model. Numter or Name 1D.NIM Fu■1gatLlQli Resiftent Pressure Sala Product Model. Number or Nacre Product Description Contact Exchadw Data 11111 li .oulikk KVHZ gnwtw Prussians 85 0B5 MI6-09 PAN-2F163. 73, 75. 84A, 94, 42, 48, 42B, 4BB, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 05212028 No Yes No +38 PSP-42 102 102 WS-16 PAN-2FI53; 73, 75. 84A, 94, 42, 48,428, 488, Steel Pan (min. 25 ga.) Doubts -Car (97 to 1612, 05212028 No Yes No +37 PSF/41 1 607. 707, 727, 747. and 847 Slagle and Palm of Doom Flush, Glued. and Louvered single and pairs of 12/312025 Yea Yea Yes WA 4RST, SRST, GD5S, GR5S, AR5S, ED5S WINDGODES#174; WB Garage Door PSF 4RST, BRST, GOSS, GR5S, ARSS, EDSS vide) WINDCODE&#174; WW5 Garage Door PSF hollow metal doom. F1.1111119425 Code 7Ygn Vemlm ManuhwWror Revision 2017 POT Industries Ca dory: Wndovn subcategory: Single Hung Complbnnce, Method: Certification Mad or Listing F1.02311,4011 Products; f s Product Model. Number or come 7 SH 55W (Large Missile In"I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page1al I/a2018 FL"1535145 EDtny or Dan Fork Dap Pendna 211111111 —Cgk caniii Enaiear&Llcenso Valklbbd lnv valigakd flyigmgkg FBC al AQooved Stshr TV- yenign hi — Dean Ruad MbmfDade BCCO - CER Miami -Dade SCCO - VAL 1220/2017 12/0812017 12125=17 Approved Revisor 2017 MI Windows and Doors (941) 488-0100 (786) 315-2590 Category: Windows dmork@pgtlnduMties.com Subcategory: Harimntel Seder Compliance Mailed; Certification Mad or Listing fl111335145 Products QLukft Assure Approved for Use Approved for Use In f Des an Product Description Contract EXMMUM Djob In HVHZ Outsi HVHZ Resistant Pressure AMR Product Model. Mummer or Naar Vinyl Shgb Hung Window 07r3=0 Yes Yes Yes WA 1 HS 188 Fin and Fier" Frame Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I a l WWI$ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1152dI8 Entler or Del Data Dab Peeing 20 t Code EMMv or Dal one Data Position Dal contact Enaaeer & LJcansa Validated By validated $ybmIti FBCApproval Approved LtLwt im Venturi Marruhabror carried Enaliser& Ldama Vatidabd By VAIW@ aft $uhmHbd FBC Approval Approvgd $ka& Bmnt Sllinger Merlon Architectural Stevan M. Urich, PE 01(032018 01/03/2018 Valklaled Revision 2017 MI Windows and Doors Brent Siftlrger American Architectural Sbyen M. Urkh, PE 12/312017 12/312017 01/042018 Approved (7M3653300 Manufacdrem Association (717)317.8454 Category: Windows (717)3653300 Manufacturers Association (717)317-8454 bsM.W,Qmiwd.wm SubCatogery: Fixed bsMn"miwe.corn Compliance Method: Certification Mad or Laid" FL"15aes4s Product Quaft Assurance Approved for We Approved for use Product Dwortallim Coabad Expiration Dad IadflRlL gubwLt= header Design des Pleasure sat NLqwmor Product DwApOn Quaker Assurance Approved for Use Approved for Impact Design Contract Expimbm Dab In HVHZ Outside HVHZ Resistant P� 7342 Insulated Glees 02/1S20t9 No Yes No +651-65 1 185 PW 73 x 721nsulated Glen 00032018 No Yes No +80/60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 i IB2078 Esft 219 Data offill, Pending Dal Sit Endear It License Validated By Validated Submitted FBC Approved Ap$tabu Brant Stinger Luis Roberto Loma Steven M. tlnch, PE 081131 17 08/112017 Oa/152017 10/102017 Approved (717) 36"300 PE-62514 (717) 317-8464 beft"rem)wd.com F(MIIELAtMennea Aoorovad for Use powered far Use lmlalt D"Ion Product Desedptlm Content Expiration Data b),ify Outside HVHZ Resistant Pressure SERIES 420-ALUMINUM SOD REINFORCED OX, 1213I2018 No Yes No WA XO, XX 98&quoLx888quok Florida Department of Business & Professional Regulation pow 1 of I Building Codes and Standards IISMIS Product Approval Application Detall 990 Entittor no lick DataP."= Dal 11M vend Manufacturer t Endear & Llcem validated By validated $Jbmllkg FEIC Approval Approved StWAX Revision 2017 Clopay Building Products Company Mad Waster5ad Intertek Testing Services NA, Gary PWelder 11292017 O6/102017 1210520t7 Approved Category: Exterior boom (513) 778.6092 Ina (513) 519.66N Subcategory: Sectional Exterior Door Assemblies mumera ledacdpay.can Compliance Method: Certification Mad or Liming FLA115271145 Products Quest, Assurance Approved for Use Anoroved for Use Iuwact Design 221111.111 Product Maria. Number a Nacre Product Dmrbtlan C In foil$ Fvklde HVHZ Resistant Pressure 53 053 W6.18 PAN-2F153: 84A, 94, 73, 75,1500,190, 4RST, Steel Pan (min. 25 ga.) Double -Car (W2' to I&0' Mims No Yes No +30 PSFI30 4RSF, 6RST, 6RSF, 48, 42, 55, 488, 428, 55S, GD5S, wds) WINDCODE&1174; W5 Gangs Door PSF GDSSV, GR5S, GRSSV, ARSS, ARSSV, EDSS, EDSSV V) }, U +�+ L ^(3.) W Q O CIO ^ U V)=3 CIO '�^ v I 0 O �L O �- .COO ♦v„y O O `V /\ V I .� Q� V) L 0 � CIO L^O^ i..L L / CL V) cc O ■ ■ aaaaaaaaa■ 0 Ln L^� CL V U 0 V °� V) Uca CW G z z Q J CL SHEET NO. PA 101 codho MOM version fiftmufactu Review 2017 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Ndhod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL91ffi634R3 ProdhwHrrib $sa F Pict Model. NumMr or Noma 2 5764 R Mn3M_e! cogs Mora& venalon MWufncfunr Revision 2017 MI Windows and DooB Category: Windows SubCstal : Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional. Engineer FLA"6111i Products Am- Produce Model. Number or Nance 2 5784 FLa1S2T242 code Midasyoolls•" Manufacturer Revision 2017 Alelde Catagay: Panel Walls Subcategory: Sons CompHane Method: Evaluation Report from a Fbrlds Registered Architect or a Licensed Florida Professional Engineer FLi11527242 Products All Product Model. Number or Name 1 a. &qut;2T&gwt; Soft Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 116=18 Product Approval Application Detail Ersav w Do* 2ift Dab Wndma Sr_ EBaia9erl41Jsens!yalmowBy Validated Subndlkd FOOAskoraval Approved Stitia Brant $Binger Luis R Lomas, PE Steven M. Urbh, PE 10232017 1011612017 10/282017 12/122017 Approved (/17)385-330D PE-US14 (717)317-8454 bslnwrQmiwd.com Sua1mLANyllDfd Agoroved for We Approved for U" Impact Onion Product Dwcriall Cadrad Exmlraticn Data I0.01Mi Outside HVHZReastant PNXWa[e Vertical Aluminum Mullen 12131/2018 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 at 1 1/512016 rE mN a Difill Dab Data Pendtm ,j0 ! Emnln&or & License Validated By Vabdated submF130 Appronell Approved $.kaa Bred Sitinger Lida R Lomas, PE Steven M. Urich, PE 1012312017 10116=17 10202017 12n212017 Approved (717) 36533M PE-62514 (717) 317-8454 bsidingerflimhed.com Qhalltv Assurance Aporoved for LimApproved for Use IgaeCt Design Product Description Contrael Exmdration Date in HIM OL4$ift HIM gg Pressure VerticalAluminum Mullon 12(312018 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ileft Ermineor & License Validated an, Nick Thompson Lyndon F. SchmIt, P.E. Ryan J. King, P.E. MO) 922-2389 PE-43409 (813) 767-0555 nfMmpsonillakide.com Page t d 1 us12a1e Data Data Dab Pondino Data Y8114tl3!) Submitted FBC Approval A Sates 10f0412017 t01032017 1&112017 12n22017 Approved Quatty Assurance, Approved for Aooroved for We Impact Doojgg Product Description CSihJraaLEmiratlon Dab Its HVN2 Outside HVHZ RnWtord Pressure Vans a Solid Vinyl Soffit 1 V312020 No Yes No WA F1f261411 Eel mm vmlon g@Bld�Rr Revision 2017 POT Industries Category: Windows Subcategory: Mullions Compliance Mathod: Certification Mark or Listing Fk)281411 Products $sso ProductModel. Number or Name i Mullions for All Doors and Windows Search Criteria Florida Department of Business & Professional Regulation page I of Building Codes and Standards 115=13 Product Approval Application Detail EBdOLar Dab no Do" Pending Dag Scerlt9pt Enalnaor & License Vegetated By Validated Submitted tliAaPronLBI Approved Status Dean Ruadk Miami -Dade BCCO-CER MlamWade BCCO• VAL 12(05M17 11/1&2017 12I09/2017 Approved (941) 480-0100 (786) 315-2590 druark@pgtindu W ies.00m Quality Assurance A.ffifor UYrfal S� Apsamnad for Use Im Desia0 Product Description Contract EXCINUM Deb In my" Outside XVXZ gas Pressure Aluminum Mullions 052fi/2021 Yes Yes Yes WA FL#13112-RS 220 TV- vaalonMmufactu Revision 2017 James Hardie Building Products, Inc. Category: Panel Wags Subcategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products 1 Sg'* Product Model. Number or Name 1 Cemplank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I or 1 +1612018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 115=18 Enft or 2MR egg Dab Pending 2Ek Code Endo a O Dab Pending 29a Comas EnaYwer & Lloohu& yfilidated By )fantod svb FSC Approval Aaersrsd Status USE Vanlm Nanufacku contact Engineer & LJcansayandabd By Validated Mratftd FBC Approvd Approved status Pingsheng Zhu Ronald I.Ogawa John Southard, P.E. 08/2&2017 06I0912017 08/28/2017 10110/2017 Approved Revision 2017 Jaen" Hardie OulicHng Products, Inc. Pings" Zhu Ronald I.Ogaws John Southard, P.E. 081250117 0SOM17 08292017 101102D17 Approved (909) 349.2027 PE-2021 (352) 387-2528 Category: Panel Walla (909) 349-2927 PE-24121 (352) 367-2626 pi gsheng.zhu■jamoshar Subcategory: Siding pingshong.thullitlameshar shoo nt Compliance Meted: Evaluation Report from a dmoonn Florida Registered Archand or a Licensed Florida Professional Engineer F�115192 1 P _te Guests Assurams ApgMCetl,lot usS kno of Dim Cuellar AssuranceADproved for LissAoutoved for Use Imam Deal — Product Dated g6on Contract Rotation Dab In Oulsids Ras Pressure aop a Product Model. Number a Nancee Product Dwabtwn Canted mwmdon Dab in NVHZ Dual HVH2 R fiber -cement lap siding 12131/2020 Yes Yes WA N/A 2 HardiePlank Lap Siding fiber-cencrit lap siding 12131/2020 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page di 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i d I +rcy2ole Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1152018 FLMI-Ril FIA3192411tS FLe1319245 Code Dole 2ift Mb PaMina Date code Entity or Dow Dade Deb Pendants pew code Emily or 281 Date Dab Pealing 281 MW version Mon contact Enak Valldabtl By yyigateg gored FBC Aoorowl Aooroved am- TV- Version Ili COMaa Engkn.r &Lim roseVAIldielad By d gWmMed FBC Approval Ag rn ovW .5�. T�'B! Version Lion contact Endwar &LJdmnw validates 8v ,1jgIkid,Q 8hmmasM FBC Aoorovd 8Q8taxffi $19Y@ Revision 2017 POT Indus9las Dean Ruark Miami -Dade BCCO - CER Mian"ade SCCO - VAL 12/052017 11/152017 - 1=92017 Approved Revision 2017 James Hardie Building Products, Inc. Pingshe g Zhu Ronald 1. Ogawe John Southard, P.E. 0MV2017 08109M17 0&28f2017 10/1012017 Approved Revision 2017 Jam" Hardie Building Pmduct% Ina. Pingsheng Zhu Ronald I.Ogawa Jahn Southard, P.E. 08/25=17 08,tM17 0=8/2017 101102017 Approved Category: Windows (941) 496-0100 (786) 315.2690 Category: Panel Waal (909) 349.2927 PE-24121 (352) 367.2526 Category: Panel Web (909) 349.2927 PE-24121 (352) 367-2525 Subcategory: Mud9aw dmark■pgtlndustries.twm BuhCetspory: Sldfnp Plagthergzhu®jameshar Subcategory: Siding pingathang2huilijamershor Compliance Method: Cerification Mark or Listing Compliant Malhod: Evaluation Report from a die.eom ComplWce Mbtlred: Evaluation Report from a db.com Florida Registered Ardheact or a Licensed Florida Florida or a Licensed Florida !7l281411 Products Professional Engineer Professional Eng Engineer Aga Quality, Assurance Aooroved orUes Approved for Liss Product Description Contract Extoladon DateIn.tiYtli Outside HVHZ ImaM'd Doolon gftbrwdP.■■Y■ P1013192R6 Products 5111319246 Produda 1 Mutilons orAll Doom and Windows Alo nmunr Mullons 0572812021 Yes Yes Yes WA Qwlty AggtAtu rova l for Uw Approved for llao lolouf Dashn Quell Assure Aoorovad for Use Apaovod for Use Iggal Doskin an—* Product Model. Number or Name Product Mariam C,Sanct EwlMraaon Date ; Iro . Outside assistant Pressure ,�ga} Product Modal. Number or Nana Product Dissertation Contract M.Amem Dale in XVNZ Oul HVHZ Resistant Pressure 1 Cemplank Lap Skang flbercerr ens lap siding 12/312020 Ys Yes WA N/A 2 Hadb)Xank Lap Sift her -cement lap siding 121312020 Yes Yes NIA WA Search Criteria FLA1327M Code T 22 Yeral4D MenuiegWm Revision Z017 Abkle Category: Pant Walls Subcategory: SoBb Compliance Method: Evabatbn Report from a Florida Registered Architect or a Licensed Florida Professional Engineor PL81527242 Products apg,g Product Model. Nrber or Nam& 2 b. &qu nXience T4&quct Soffit In Creeds FLB18818R2 C992 LM version fiftnufactu Revision 2D17 L.V. Thompson, Inc dba Thompson Architectural Motels Company (TAMCO) Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer FLl1S91842 Products Ek1Lt Product MorbLNumber orNam e 2 TAMCO Gooseneck Vent Florida Department of Business & Professional Regulation pegs t d i Building Codes and Standards 115=18 Product Approval Application Detail FL821ss0-R7 F1f172ea4a C En I� t� Dab wndma l 221111 Matt version Nknuftctu Enalmoor & Lkenso Validated By Validated asJaltlla3d FBC Approval Aggoyod Shan Mltas Venice Mseutacturor Revision 2017 Florida Melt Products Inc. Clark Jones James L. Bucker, P.E.® Michael John Rlemer, 10)252017 10/052017 10272017 IVI 2017 Approved Revision 2017 Lomanco, Inc Category: Roofing (904) 783.84DD CBUCK Engineering P.E. Category: Roofing Subcategory: Roofing Accessories that are an dark®flce am.corn PE31242 (581) 414-7557 Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Integral Part of the Roofing System Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Englawr FL#2168041 Products Professional Engnss r FLa1720243 Products All Product Model. Number or Name Quail Assuanco Approved or Use Approved or Uss Product D000dotion Its HVHZ ,( ImggOl 2■kO PAGIMM t � Am& �llud dodN. Weller or Nerve 3 3 - FLAMCC &quotRV 10 Ridge Vsm&qut; Aluminum Ridge Venh for pitched roofs fabricated 12rdl2020 No Yes No WA 1 Detl -! DA< from 0.025-Aluminum 'FLl/a49-R71 vorala71 Manufacturer Revision 2017 Boral Roofing / MonWLifeNe Catch Roofing Subcategory: Roofing mloa ComplWco Method: Evaluation Report from a Product Evaluation Entity FLY7"94'1 Produce Ala Product Model. Number or Norma 16 Saxony 9W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EntlH or Contact Ennin&or&Lioenss vjtlreted By Thomas Jemmett IAPMO Uniform Evaluation Gary W. Walker (602) 2e8-2288 Services I.I.C. (205) 8s"M thomas.IemmemboraLco m Product Description Fiat Profile - Rialto, CA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Raft Contact Ena aorir&Ute se ValldatW By Nick Thompson Lyndon F. Sdhmldt P.E. Ryan J. King, P.E. (330) 922-Z389 PE-43409 (813) 7673555 mhompsonfillale de.com Page 1 d 1 115=18 Do" 20 Dow Porld Data ygltdggg Submitted FBDAboroval ¢linseed guile 1WD42D17 101=017 10/11/2017 12M22017 Approved Qw1lly Assurance Approved or Uss Approved for Uss Its le Design Product Deaerietlorh Contract Expiration Data in H= outside HVHZ Resistant Pressure Vent or Solid Knyl Soffit 12MI2020 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail cppm6 Emalmor & License Validated Br Tony Christman Zachary R. Priest Locke Broaden (813)2483456 PE-74021 (334)300-1800 tonyCilomeblroofing.oum tape , of 1 1rsr2ole 20 Dole Dab pendma Do* Yadtl� Submitted FBCADproval Apgongd SAW 10MO2017 10/102017 101172017 12/122017 Approved Quallty Assurance, Approved or Use Approved for Use Impact Dolan Product Description Contract Expiration Deb In,yH outside HVIQ Res Pressure 26 ga. 09AW026 No Yes N/A +0132.5 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EMih or correct Enal l&License Validated By Andrew Carter James L Buckner, P.E. Steven M. Urich, PE (501) 982-6611 PE-31242 (717) 317.8454 scarterebmenco.com Product Damcdollon Low Profile, Polypropylene Plas%. Roof Vent Mechanlralkr Attached to Plywood Deck. Page I of 1 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 115,2016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or I 115=1a FLiffa 24420 FLF1232a-110, CCode Emter a Rik 20 Deft Pending Rala Care Emliv or Afts piss Do" Petwum 291 MYal Vanlon MonufocW enalnwr & Licowa VolMatsd By Vallrekg Submit Fill Approval Agpgyp,}fAV= Mya2 vow Van Contact Enalnwr & U— Valldebd By Validated Submgbd PBc Aporovd Apt AM& Revision 2017 GAF Michael Stleh Robert Mammon John W. Kr omich, PE 09272017 092012017 08IY82017 12/1212017 Approved Revision 2017 TAMKO Bulding Products, Inc. Kam Eden Zachary R. Priest Locke Bowden 10/19=17 10/052017 10202017 17JI202017 Approved Category: Roofing (800) 7663411 PE-59166 (954) 772-WA Category: Roofing (417) 624.6644 PE-74021 (334) 300-IWO Subcategory: Asphalt Shingles madehow.com Subcategory: Underlaymenb ksrrLedenGamko.com Comptlence l l I : Evaluation Report from a Compliance Method: Evaluation Report from a Florida Registered Archaed or a Licensed FloriEa Florida Registered FssReaktsroditect or a Licensed Florida Professional Engineer FLS16124429 Prorima:es . LA§EDM Approved for Liss Apomved for Use r1 nassk F1p123264i6 Prodmab Quality Awurs Approved for Approved far ilea fil Prodmct Mood. Number or Name produclit Descri Contract Expiration Oats In HVa Dsretltsl.MHz Realfame Pressure Sao a Prodmctt Model. Number a Name Contract Expiration Dab in MOM O jtwst �M Pretense 1 GAF Asphalt Roof Shingles Fiberglas reinforced Slab, laminated, 5-teb and 1020MIS No Yea WA WA 6 No. 15.UL Asphalt saturated organic fag 01107/2019 Yes Yes WA WA hiplridge asphafi shingles FLa18918.R2 Code M= version Mmnufmctu !C Review 2017 L.V. Thompson, Inc, dbe Thompson Archlectural Mtab Company (TAMCO) Category: Roofing SubCatago y: Roofing Accessories that are an Integral Port of the Roofing System Compliance Method: Evoknfion Report fern a Florida Registered Archiled or a Licnsd Florida Professional Engineer FL#IUI84t2 Products All Product Model. Number or Name 3 TAMCO OS -Ridge Roof Vent with SaMs PLs7a49411 291 Dab Dab Pending Daft 920 Volldshod Susan PSO Approval Approved Stable MM version vAnubew.r 12HSI2017 Re -Apply Revision 2017 Boral Roofing I MonWrLNeNe Cooll Roofing SubCals": Roofing robs Compliance Method: Evaluation Report from a Product Evaluation Entity FLO784MIl Products Ant Produt Mod#.NwWworNseme Quality Assurance Approved or Use Approved for Use Ilt WA its 27 vine 900 im 090 Ice l�n KZ DutsMe XYXZ Res pressum 07/102019 No Yes No +97.5t-97.5. Search Creeds Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail En6h or Correct Enajp■t-& Lroome Validated as Tony Christman Zachary R. Prlast Locke Bowden (813)2483456 PE-74021 (334)3W-1800 tonyitigometalruofing.com pap I of 1 Ilawls prim pow Dole Penang Del Validated SubmFBC Approval Aaaroved Amu 10/10/21)17 10111=017 101172017 12/122017 Approved Qwlur Assurance Approved for Approved for Use Ippact Demon Product Description Contrast Excitation Dab in XVHI Outside HVNZ Resistant Pressure 26 ga. static rot ven0lator with integrated beme 091092026 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity a Canted Engineer & License Validated By Thomas Jemmet IAPMO uniform Evaluation Gary W. Walker (602) 269.2288 Services LLC. (205) 854-0160 thomaajemmeteboml.00 m product Description Medbm Profile - Denver Pepe I of I 115=18 FLiM69lUU Code TYns vmlm Manufactu Review 2017 L.V. Thompson, Inc. dbe Thornpson Archbotural Metals Company (TAMCO) Cabpory: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Complaint* Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA1691842 Produces lie Product Model. Number or Nana 4 TAMOO Round Tap Off-itkae Ved with Baft or Tile. FT,e7849411 OftD Deft Penmm peg Cog validated submwAd MC Approval AaIlsY99 i ma Tide VBr i�gn manufaaw 1011812D17 10108/2017 101212017 Approved Revision 2017 Baal Roo" ) MonuerLbtb Category: Roofing Subcategory: Roofing Tbs Camplience Method: Evaluation Report from a Product Evaluation Entity FLA784MI Produces QuaM Assurance Apaoyed or Lee Contract Exchatim Data in FMQ Approved or Use Ins •er Doom outside HVHZ Raaahm Pressure 8o4141l Product Me". Number or No 10/04/2018 No Yes WA WA 28 Search CAMft Via 900 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail En6ly or Coma Enalawr & License Validated By Tony Chnebnan Zachary R. Priest Locke Bowden (813) 2483458 PE-74021 (334) 300-1800 tonyflifigtneefakoo8n9.com Peyp+di II 1162016 pig Data Dab Pending 201 Yalhk4tASubmIlRed FW Aeoroval ADDraved $Mans 10/10/2017 101102017 10/172017 IV122017 Approved QLa tyAssurane Approved ,forUse ApproyalforUna tamp! Design pretwd Description Contract Expiration Data In My outside tivtlz RealsMffi plessm 26 ga. ststk rot ventilator with baMe OaOW026 Yea Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or canted Endnwr & Lion w Validated By Thomas Jenenel IAPMO Und orm Evaluation Gary W. Walker (602) 269.2288 Services U.C. (205) 8540160 ftnuejemme(hilbod.co m Papa 1 d t. 1/5201a peg iow Dab Penmen 20 Validated Submitted FEICApoarovel Approved 1&182017 101D&2017 101212017 Approved Quality Assuanso Approved for Uso Approved or Use Igigegt Deakin Product Description CorAmd Ewell Deb in HVH2 Outside XVlfZ R"Isto Medium Prolate - Lake Wales, FL 101042018 No Yes N/A WA Pas. I of I IMMI8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pegs 1 a 1 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pegs i d i iffimi8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DefaH page I of I 1/5=18 29k 2WE Dab PWAIM 20 FUF78494i1 220 Entity 20 2111 Deb P&al 292 FL87a19411 226 Entity or 2ek 21 M Date Pencil 21E task Entity or 2911 Ilk Deft PoNOm Ilk Validated Submitted FBC Approval Approved I k4a Hype Vaalon tkmdacWw contact Eraske er & License Valkl@M By Validated dliamtlled t$ScAga@ltli Am[4Y19 Ion =age )CSiIlm t Sm9■89i EDalassL Yall YNld�d 311taml.W F AaarerMd A&" Matt )falalla Iiautt�lmi Sm■td EDak�#.L�S Validated IN )CalWsted $JIAmWId AgerlDud .tahM 1011812017 10ARMI7 f021/2017 Approved Revision 20I7 Boral Roofing 1 MonlodifeMe Thomas Jerrrret IAPMO uniform Evaluation Gary W. Walker 10111i 101D82017 102112017 Approved Revision 2017 Borst RooMg I MonWdJ%W Thomas JsmmeB I~ Uniform Evaluation Gary W. Waken 1&162017 10/0612D17 102V2017 Approved Revision 2017 Sorel Roofing/MomerLddas Thomas Jemmstt IAPMO Unil Evaluation Gary W. Wake 1&1SM17 10MM017 10121/2017 Approved CAte9ary: Roofing (602) 289.2288 Services LLC. (205) 834.0180 Category- Roofing (eel) 289-2288 Services LLC. (205) SU-01M Category: Roofing (602) 2892288 Services U.C. (205) 864.0160 Subcategory: Roofing Ties ihomas.lemmaai$boral.w Subcategory: Rookg Tiles thortmelommel■boral.ca tlwmaaJenvnail�boral.ce Compliance Method: Evalwtion Report from a m ComplWre Mtstlhod: Evaloatlon Report from a 1n ComplianceoUhad: Evaluation Report from a Product Evaluation Entity FT.973411l Product Product Evaluation Entity FW549-Rll Produces Product Evaluation Entity F1Aq�t1 Products 91Mft Assurance A Approved for Use lmaeli Deshan Cluallity Assurance Approved or use Approved for Use 111= 2,iga Quality Assurance Aoorovad for Use Approved for Lim Inmost Design Approved for Use Approved for Uri IMOd 24im 921211 in In Pressure, a-# Product Model. Number Product Descrioden ContractExdratbnDeb InHVNZ OutsideXVIQ Restate m Fh«aun $3p,d Product Model. Number Nee Product Doncriptim fat' rdraa 6piratlm Date in HVIQ outlets lilt Pinkness S_# Product Model. Number aName PraductDescription Contract Explinstion Deft In Outside Resistant Presesum 10/0412010 No Yes WA WA 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stockton, CA 10/W2ol a No Yes N/A NIA 18 Saxony Qua - Country Stab, Shake 8arrp; Slate Fiat ProMk - Henderson, NV 10/042018 No Yes WA WA 19 Saxony 900 - Country Slate, Shake, Slab &amp; Split Flat Profile - Lake Wales, FL 10104201E No Yes WA WA Spit Old Engash Thatch Shake Search Critsri& Search ORM& ,4--J N N V) N +� C. � O 1 L O O .Eh 4N V) N M (!) U 7= _= Q O 'L O Q= O O �CO LL C� O > N .,^ E 2 1 V / Z z W J 0 0 Z; V V) 0 an�' rid mi O � Q V U 2 r� V / W LJJ z z Q J SHEET N0, PA 1.2 Ja Florida Department of Business & Professional Regulation pap I of I Building Codes and Standards 1/52018 Product Approval Application Detail F107846.it11 ¢ code EmI m 20 20 Dm* Pending 20 29111 m m Version Ia0!✓dlEblre[ 29lsbt�t Eesh & Llcewa V�liama By Yd9!!! 9Submitted FOC Approval Added AMR LM Vmlpa lllOgl9pbirer Revision 2017 Borst Roofing I MarerLBe81e Thomas Jemmett IAPMO UnMom Evaluation Gary W Walker 10/182017 1010512017 10212017 Approved Reviews 2017 Global Protection Product$, LLC. Category: Roofing (W2) 269.2288 Services U.C. (205) 854-OIW Category: Shutters Subcategory: Roofing Ties momas.jammoMboraLco Subcategory: Storm Panels Prroud nceEvaMethod:Evaluation Report from a m ComplFloridaiance RegiMethteredod. Evaluation or a Report pLiceosetl from a FLV7849411 Products rida Professional Engineer Quality Assu ra Approved for Use Approved for Use, Imam Daalm FLOJ507MR5 Products lam Product Model. Number or Now Product Dwcarwn Contract FxeiRtlon Dab In HVHZ oubadeIlYtlZ Ih Pressua 20 Saxony 900 - Shake &amp; Ste& Flat Profile - LaBuop, CA 10/0412018 No Yes WA WA Ant ProdudModaL Number or Us- 1 20 Gage Gelvenfzed Steel Storm PamWHVHZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1famle 11!]9f11:111t. 929E Entltveat 20 Doh Do* Pending tan 11Lpa Version jbanufactgo[ 99tttffi Endiwor & IJcara vrle alga ey validated Submph9 FBc Apaoval Am®rec i km Revision 2017 nW Building Components Group Inc. Start Lewis ICC Evaluation Service, LLC WBten M. Ronlert, PE 0WI M17 091072017 0921r2017 Approved Category: Structural Components (847) 918-6473 (407) 681-1017 SubCategwy: Taw Piabe siawI%&lpineaw.Wm Compliance Method: Evaluation Report from a Product Evaluation Err* FLe19MIRe Products O sellts Assurance Approved for Use Aoaoved for time Impact Damian DI20 Product Model. Number a Name Product Description minstion Dab In outside HVHz j Pressure 1 ITW BC(9IAIpam Higher Strength (H &amp; S) Metal Connector Plea 12/312M2 Yee Yes WA WA soalch Critical Ft"97R6 m m version lamdmcbinr Revlslon 21117 Mnek Industries, Inc. Category: Structural Components Subcategory: Trues Plates Compliance Method: Evaluation Report from a Product Evaluation Entity F1.92197Ra Pmdurets DNA Product Model. Number or Noma I MI BSHS FIAMPTR6 tale m m YxPlm 1'MD19scblrer Rmtsion 2017 MITsk Industries, Inc. Category: Structural Components Subcategory: Trues Proms Compliance Method: Evaluation Report from a Product Evawaton Entity FLXH974e Products $gl Product Modal. Number or Nam 5 MT20HS Florida Department of Business & Professional Regulation Paw 1 of I Building Codes and Standards 1/5=18 Product Approval Application Detail Entfiv 292 Ian Dam Pending Dda 2 Enaiwsr & License Valw.md By yalkidw Submitted FBC Aooroval Amreztd Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10119=17 101192017 10/222017 Approved (314) 851-7480 U.C. dwentandi.com (205) 59948M Qualftv Asounience Approved for Live Aporovad.for Uiw IMOO Daefan Product Description Contract Expiration Dots in HVHZ Outside HVH2 D pmoseso2 18 go. super high strength bun connector plats 01/01rlm Yes Yes N/A WA Florida Department of Business & Professional Regulation Paw 1 of I Building Codes and Standards 1152018 Product Approval Appllcaton Detail Elwts or lah Dan Date Pending Dan contact EhgNssr & License ValMaba By yliU9ahp subntpep FBC ADDMV81 Approved Stan David Vert ICC Evaluation Service, LLC ]CC Evaluation Service, 10f1912017 101192D77 10222017 Approved (314)851.7480 LLC. dwert4mm11.0om (205) 699-M Approved for Use Approved for Use taped DasigD Product Dol odollon ContractExpliation ILLtil2ii Oueslle HVH2 Rosetta Pleasure 20 ga. high strength buss connector plate 011012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Pap 1 of I Building Codes and Standards 115=18 Product Approval Application Detail FLM274RB 9EntityDh oh Daft 29ah D m m version Memdact uret Engineer a License vrldama av ysijdalag Submittied FJQ9pbrcerll mad grata Revision 2017 Weyerhaeuser Rob BaMHn ICC Evaluation Service, LLC James A Rothman, P.E. 062=117 062012017 07/032017 Approved Category: Structural Components (253) 924-6476 (808) 839-1344 Subcategory: Engineered Lumber Robertao"nQareyerhe Compliance Method: Evaluation Report from a eusa.com Product Evaluation Entity FLOB5274t9 Produces 91maacendsrma, Approved for Lee Approved for Use Impact Dalian Egad Product Model. Nur M or Na a Product D—fictillon Contract Exograttion Doh in outside Boosting Pleasure 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2019 No Yes WA WA board Ran Board ammhrdm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 Itawls 1],l3lll¢Bl Sstdltltct Englntitv iuw� Date i r&Uoasa Y Submitted FBC FBC Aowovr AMR Ilia Version Manufacturer Tan Robinson Walter A. TIM Jr., P.E. John W. KnezeNch, PE OSIOW017 081312017 091112017 12112IM17 Approved Revision 2017 Global Protection Products, LLC. (954) 68114545 PE44167 (954) 772-6224 Category: Shutters b—binsonilligpperd.com Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M.M50764RSProducm 9ualitLAutoopa Aamm(s0for Use Aaoovedfar Use Impact Damian Product Description Combed Exdrelcn Date Ind outside Z'tlii !hll PrPP9ssure 8-0 Product Model, Number orflarm Corrugated Golvantned Steel Sots Powis retained 12/31/2019 Yes Yes Yes WA 2 24 Gage Galvanized Steel Storm PoneIsMHVHZ or no by hacks to provide hurricane, protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL61999R6 Secs Entitle Ian Doh Dam Pending Doh IYm Version Mmufaeturer 2 Enggsar & ucews §.Its FBC Approval ADDravedDILbM Revision 2017 ITW Building Components Group Inc. Start Lewis ICC Evaluation Service, LLC Wiaam M. Ronlert, PE =19=17 OB/07/2017 D9212017 Approved Category: Structural Components (847) 918-6473 (407) 681-1917 SubCategory: Truss Proms siawi0Calpineitw.com Compliance Method: Evaluation Report from a Product Evaluation Entity FLi199PR6 Proausns QusINa Assurance Approved IN Use Approved for Use Impact Dalian aged Product Model, Nanba a Nauss Product Description In HVHZ Iatrlde. HVH ) PJ]gpre 2 ITW BCG/A phe Hinge Plat Meal Connector Plate 121312022 Yes Yes WA WA Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PaP1of1 1/512018 Fltl9911140 20112 m m Verelpa lYnufacblnr RavWW 2017 rTW Building Components Group Inc. Category: Structural Comporam s Subcategory: Truss Plain Compliance Method: Evaluation Report from a Product Evaluation Entity Fl.a'19w46 Products 2211 Product Model.NunMra Nauss 3 ITW BCC NPkw Trulox EIS 2t91 IYm Vltelon lYm9act us Review 2D17 Milrek Industries, Inc. Category: Structural Componenh SubCemgory: Tess Phfee Compliance Method: Evaluation Report from a Product Evaluation Entity FLa211174t6 Product 2291 Product Model. Number or Name 3 MT18HS Swroh Clitoris Florida Department of Business & Professional Regulation Page I a 1 Building Codes and Standards 1152018 Product Approval Application Detail FLed527Re FLM27-M 2191 Entev or Dan Doh lDab Pendants Doh 2291 MM Version Manufacbmr 2gd)tls5 Engiwsr & Llears Vrioamd By Vyodod Submitted FBC Approval Aooroved Shows Iym yy)yQa Manuhdpner Revision 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 062=017 0820M17 071=017 Approved Review 2017 Weyerhaeuser Category: Structural Components (253) 924-6476 (608) 839-1344 Category: Structural Components SubCabpory: Engineered Lumber Robartealchwlnew"orha Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a euse.mm Compliance Mottled: Product Evaluation Entity Product Evaluation Entity Evaluation from a Report PIA92741 Produces F1J16627.R9 Produuets g(Mlfibe Am rnmea Approved for ues Approved for use hoped Daman Newt Product Modal. Number a Na a Product Dssedotlen ContnndFxokmtkm In HYM out" HVH2Rftlob Pressm Ida Product Modal. Number or Nara 1 Mwrollem LVL Laminated Vence Lumber 03/312019 No Yale WA WA 2 Paraflarn PSL Search Creeds Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1/5/zo18 FIJHT96P41 Entity.g Date Da+s Dam Peeding 21M code Sr.4Nmc4 Eumirrar & License Validated By valuated Submitted FBC AINDFUM Approved Status Iym Version mmufacmrer Tan Robinson Web, A. TAN Jr., P.E. John W. Kwuvkh, PE 02/0612017 0&312017 0911112017 12/122017 Approved Review 2017 A0 American Shutters and Gross (954) 689.7545 PE-44167 (954) T72-0224 Category: Shutters tim.robwson09ppent.com SubCotegery: Storm Panels Compiiance Method: Evaluation Report from a Florida Registered Architect or a Lwemed Florida Professional Engineer FLOT869R1 Produces QW&LAeu(nora Approved for QW Aboroed for Use Impact Daman Product DsseufpNon Con&Dd F-xalRlbn Deb in_ll�lr j Pleasure 12" Product Model. Number a Nara Corrugated Galvanised Steel Stone Pawls retained 121312019 NO Yes Yes WA 1 22ga &emp; 24ga Galvanized Steel Storm Panels or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detali Pop of 1/5=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pans 1 of 1 11 1/52018 Entxr or R& go Dom Pending eggs! contact Englfiwr&.Lkmes validated By y,lklated Submitted! FBC Approvoll Approved steles Mike Befterl Frank L Bowerdo, RE Troy Bishop, P.E. 10120I2017 Re -Apply (561) 712-9882 PE-OD46549 (964) 9470860 mikeb@allomedearohutte re.com Amarwed for Una Accroved for Use Impact Deslon Product Ind outside! Pronsaure 229a darter; 24ga Galvanized Steal Stone Pawls 1213112018 No Yes Yes WA Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 1/5=8 Product Approval Application Detail Enft Doh pats DataPoreding lah J].l]lls�Rt: codo' E69tLar M tan D.ah.Pmdm 201 IinchropoLl1.Liconse, Validated By Validated Subn~ FBQ Ancreval Appraised AM& I11m version mardefisaw r&License Yaliddad By Yale DiyQ1.7itte9 PQSrAporcind Agsip4yard Alaw Start Lewis ICC Evaluation Service, LLC Wham M. Rallied, PE 09/19r2017 09MV2017 09/212017 Approved Review 2017 ITW Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC William M. Romer, PE 09fIWMI7 091072D17 09212017 Approved (847) SIM473 (407) 681-1017 Catogory: Structural Components (847) 918-6473 (407) 681-1917 udawlsQalpaaftw.com Subcategory: Trues Plates siewbillialpinsite.com Compliance Method: Evaluation Report from a Product Evaluation Entity Quafd Assurance Approved for Use ADwaved for Liao Impact Damian FLa199946 ProdUctl Gustav Assurance Approved for ere Approved for ues lmpacf Damian Product Contract ElcolmodonDate In HVHZ Outelde.HVHZ Rft Pressure 229I Product Modal. Number o.Nam productQftcd 21m1Zm$,EapfEdgn Dole IDlOait outside NV Pdmure Metal Connector Phan 12/312022 Yea Yes NIA WA 4 ITW SCG/Alpwe Wave Metal Connector Plate 1213112022 Yea Yea WA WA Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I Of I 115wia FTJnta746 E,M o Ian Ian Dam Pending Date code Dg)7b1� Errrrwr & License Va1MiabA By Vd Submitted FBC Approval Aparaved lam M= X411!ffi 9L David Wart I= Evaluate. SWIW LLC ICC Evalatwn Servica, 1011amil, 10/1912017 102212017 Approved Revision 201T Mnek Industries, Inc. (314) 851-7480 LLC. Category: Structural Components dmd@mll.com (205) 599,9801) Subcategory: Truss Peres Compliance Method: Evaluation Report from a Product Evaluation Entity 11u1219746 Products QIMM Assurance Approved for Use Aoaoved for Use It Dasian Product Dncriebn In HVHZ Outside Reepi Pressure Ila Product Model. Numho or Name 18 fie, high strength truss connector phte 01/01=3 Yes Yes WA WA 4 MT20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw l c11 115=18 Florida Department of Business & Professional Regulation Page 1 or i Building Codes and Standards + 510+e Product Approval Application Detail IDr)bhL.2r 219 21M Date Pending Dag �aflg EnerwaraLlcawa validated By value submitted FPS Age Ad ffi $hbM David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 1011920t7 10/192017 10/22/2017 Approved (314)851.7480 LLC. dwsfom8.00m (205) 590.9800 Choo yAssurance Approved for User Afmrovedfor Use Impact Dwilm Pied Contract Exob*ftn Dab in MMZ outside HVHz g Prowlsre 20 go. truss connector plate 01/0112023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap l of l 11 11WAIS Entb Data Daft DIM PwWft Dora FLOM748 2499. End a Doh Doh Dab Pen91pa Doh 24Ns£S Engiussr & Licowo ValMaled By Validated Submitted FBC Approval Altssroted $h!m 11121 Verelon Manufacturer r & Lion" validated By ySubmitted FBC Aouovr Approved SL%bm Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 061=17 081202017 0710312017 Approved Revision 2017 Weyerhaeuser Rob Ballwin ICC Evaluation Service, LLC James A. Rothman, P.E. 0822/2017 061202017 07103I2017 Approved (253) 924-6476 (608) 839A344 Cabo"; Structural Components (253) 924$176 (6M) 839-1344 Robert.Bakmrhhffiweyada Subcategory: Engineered Lumber RobertsollwinCiwayerha euwr.wm Compliance Method: Evaluation Report from a ewer -cote Product Evaluation Entity F1.w627.M Predueh Qualia/ Assurance Product Description contadExpirom Approved for Use Aooroved for tee In HVHZ Outside fivffz Impact Deakin j Presage S•a M Product Modol. Numbero Nara Product Qtmgti Assoursereca Approved for Use Approved for Use ))ate Design Contract Expiration Dab In Old" HVHZ ) (d Prsswne Parallel Strand Lumber OW312019 No Yes WA WA 3 TlmberSband LSL Laminated. Stand Lumber =312019 NO Yes WA WA SearchSffiaut Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Paw 1 Of I Building Codes and Standards 115018 Building Codes and Standards +15=le Product Approval Application Detail Product Approval Application Detail Ftae8274ta 990 Entity Doh 21M lab Pondifes Doh 11.111158410 .sage Endty Doh Date DolePsn9108 Doh MMyarsion Mamdacto ConVd Englser&Licata YalWomdBy yymghd Subn~ FBC Approval AJpproved Stab9. mm Version Manufacturer C9ah!d Enalnasr&Licawe Validatedev validated Submitted FOCAQsp» Approved AMR Revision 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 062=17 06202017 07103=17 Approved Revision 2017 CAST-CRETE USA, Inc, Craig Perrino Mwml-Dads BCCO - CER Mhml-Dada BCCO - VAL 11/14120t7 10118=17 11212017 Approved Cabgary: Structural Components (253) 924-6476 (W$) & Wl344 Category: Stnucdnal Components (813) 621-4641 (788)815-2590 Subcategory: Engineered Lumbar RobertSeldwh@wayema Subcategory: Products Introduced as a Result of cyarrinoillicadcrete.com Compliance Method: Evaluation Report from a sueer.cam Nana Technology Product Evaluation Easy FlUY6627R8 Products Compianaa Method: Certification Mad or Listing FL#169R10 Products WA Product Modal. Number a Nana Ousifty Assurance Apprand for Ilan Approved for Use ProductDessarlytion Contered Expiration Oft In HVKZ Oulaide HVHZ Iffloacit Design Rare Pressure it" Proeuet Mo6l.Nunherpr Narw Q"Mi Assurance Approved for Use Approved for Use [mesa Damon ProductDeacription In,W#EZ 0gladde Its PSffi!pa 5 Wayerhwues r Rim Board oriented Sand Board Ran Board 03/312019 No Yes WA WA 1 High Strength Concrete Lwmla 4, 6, 8, and 12 Inch wide Intels 09111=18 Yea Yss N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall FM77445 m myyerabn Manuractu 9pahct Ernolwor & IJesnm VAlkie d By Revision 2017 Commercial Concrete Produds,hp. Robert Gillis THUY H. HUYNH Jobn Hoy Category: Structural Components (813) 659-3707 PE-60122 (362) 588d311 SubCategory: Products Introduced as a Result of precootgatc-eyahoo-corn New Technology Compliance Netted: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FU1177445 Products Page I of I 1/52018 Dal,• Dsh Dab Pess ilm Doh YJ1119W Submitted FtM Approval Aparaved Awn 10/142017 101132D17 f028r1017 121122017 Approved OLOM Assurance Approved (of use Approved for Uft $ffil product Model. Numbero Mom Product � p(gduct ContractExelratlenDam InHVH outside Di MBIAm Pnllga 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lirhtels 0626=4 No Yes WA N/A N N V) U Na--g N O Q 0 7 .� U N V) � M Ln 0 - U 70 _0 0 O �L O 25— Q - U— Q Co O CO I� V O j V / i.. — a z z W J V) (3) 0 Ca U Q N L O N N V' 0 CL Q U L C U N U Mm mLLJ � z z a SHEET N0. PA 1.3 PA �5I�oc'I