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HomeMy WebLinkAbout6329 Cobble Bliss St&3Zq C"yb/e si.-T- ...r 17 Ir•• 4I fl I" P Fil'al 001 a .- "T rANO RW AFF. ABOVE FIN15H FLOOR EXG. EX15TING PKG. PARKING ACC. 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) PEE). PEDE5TAL ADJ. ADJU5TABLE FN. FENCE PERT. PERIMETER AGG. AGGREATE F.GL. FIBERGLA55 PLA5. PLASTER A/C AIR CONDITIONING FIN. FINISH PLAM. OR P.L. PLASTIC LAMINATE ALT. ALTERNATE FF1. FINISH FLOOR LINE PL. PLATE AB, ANCHOR BOLT F.E. FIRE EXTINGUISHER P.Y.G. POLYVINYL CHLORIDE APPX, APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH, ARCHITECT FLG. FLA5HING P.5F. POUND5 PER SQUARE FOOT A.D. AREA DRAIN FLR FLOOR(ING) P.5.1, POUND5 PER 5QUARE INCH A5PH. ASPHALT FD, FLOOR DRAIN P.C.C. OR P.C.CONC, PREGA5T CONCRETE AT. ASPHALT TILE FLUB FLUORE5GENT PFB. OR PREFAB, PREFABRICATE(D) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN. AWNING FND. FOUNDATION D. RADIU5 55MT. BA5EMENT FIR, FRAME(DXING) I.G. RAILING BM. BEAM F.5. FULL 51ZE REF. REFERENCE 5%. BEARING 1`50. FURNISHED BY OTHERS REFR REFRIGERATOR BM, BENCH MARK FUR FURR(EDXING) RE, OR REINF. REINFORC(EDXING) BVL. BEVELED GA. GAUGE RE5. RESILIENT BIT. BITUMINOU5 G.I. GALVANIZED IRON R.A. RETURN AIR BLK BLOCK G.C. GENERAL CONTRACT(OR) RV5, REVER5E (51DE) BLKG. BLOCKING GL, GLA55, GLAZING REV. REVI510N(5), REVI5ED BD, BOARD GLB. GLA55 BLOCK R.O.W. RIGHT OF WAY B.5. BOTH 51DE5 GD. GRADE, GRADING R. R15ER B.W. BOTH WAYS G.B. OR GYPBD. GYP5UM BOARD RD, ROOF DRAIN BOT. BOTTOM HD. HARD RFG. ROOFING BR BRICK HDW. HARDWARE W. ROOM BLDG, BUILDING HDR HEADER R0, ROUGH OPENING CAB. CABINET HTG. HEATING RBL, RUBBLE CPT. OR C. CARPET HVAG. HEAT ING/YENTILATING/AIR CONDITIONING 5CH, 5GHEDULE 05MT, CA5EMENT HD. HEAVY DUTY 5NT. 5EALANT C.I. GA5T IRON HGT. OR HT. HEIGHT 5TG. 5EATING G.I.P. GONG. GA5T-IN-PLACE CONCRETE H.C. HOLLOW CORE 5EC. 5ECTION G.B. CATCH BA51N H.M. HOLLOW METAL 5HTHG. SHEATHING CK CALK(ING) GAULK(ING) HORZ. HORIZONTAL 5HT. SHEET GLG. CEILING H3. HOSE 515E 5H. 5HELF, 5HELVING CEM, CEMENT ID. IN51DE DIAMETER 51M. 51MILAR GM. GENTIMETER(5) INS, IN5ULAT(EDXION) SKL. 5KYLIGHT CER CERAMIC INT. INTERIOR 5L. 5LEEVE C.T. CERAMIC TILE JT. JOINT S.C. 50LID CORE CRAM. CHAMFER J5T. J015T 5PC, 5PAGER CIR CIRCLE KIT. KITCHEN 5PKR 5PEAKER GIRG. CIRCUMFERENCE K.O. KNOCKOUT 5PEG. 5PECIFIGATION5 CLR GLEAR(ANGE) LAM, LAMINATED 5Q. SQUARE CL5, CL05URE L.P. LAMINATED PLASTIC 55T. 5TAINLE55 STEEL COL. COLUMN LAV. LAVATORY 5TD. STANDARD COMB, COMBINATION LT. LIGHT 5%. 5TEEL GONG, CONCRETE LTL, LINTEL 5TO. STORAGE C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD 5TRL. 5TRUCTURAL CX. CONNECTION LIV, LIVING 5U5. 5U5PENDED CON5TR GON5TRUCTION LvR LOUVER TEL. TELEPHONE CONT. GONTINUOU5 M.N. MANHOLE TV, TELEVISION CONTR CONTRACTOR MFR MANUFACTURE(R) THK. THICK(NE55) C.J. CONTROL OR GONSTRUCTION JOINT MA5. MASONRY THR OR THLD. THRESHOLD CORK CORRUGATED M.O. MA50NRY OPENING TtG, TONGUE AND GROOVED GTR COUNTER MAIL. MATERIAL T.O.C. TOP OF CONCRETE CR5. COUR5E(5) MAX. MAXIMUM T,OF. TOP OF FOUNDATION G.F. CUBIC FOOT MECH, MECHANICAL TR. TREAD G.Y. CUBIC YARD M.C. OR MED.CAB. MEDICINE CABINET TYP. TYPICAL D.P. DAMP -PROOFING MMB. MEMBRANE UC. UNDERCUT D.L. DEAD LOAD MET, OR MTL. METAL UNF. UNFINI5HED DER DEPRE55ED M. METER V3, VAPOR BARRIER DET, OR DTL. DETAIL MM, MILLIMETER VERT, VERTICAL DIAM. OR ? DIAMETER MIN, MINIMUM YIN. OR V. VINYL DIM, DIMEN51ON MIR MIRROR V.T. VINYL TILE D.W. D15H WA5HER M15G. M15GELLANEOU5 WSCT. WAIN5COT DR DOOR MOD, MODULAR W.T.W. WALL TO WALL D.H. DOUBLE HUNG MLD, MOLDING, MOULDING W.H. WALL HUNG ELEC. ELECTRICAL) O.G. ON CENTER S. WIDE FLANGE D.5. DOWN5POUT MT. MOUNT(EDXING) W.C. WATER CL05ET E.P. ELECTRICAL PANEL O.A. OVERALL W/0. WITHOUT D. DRAIN MULL. MULLION W.P. WATER PROOFING EL. ELEVATION O.H. OR O'HEAD, 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.C. NOT IN CONTRACT WIN. WINDOW EXH. EXHAU5T PAR PARALLEL ER OR EAR EACH FACE N.T.5. NOT TO 5CALE ALL WORK SHALL CC RAPfy WITH OPON MING CODES FLCRir UILOING NATIONAL ELEG70 = kT AND THE CIT'f eiYRHILLS ORDINANCES I.CV'E APR 3 , 0 20 CITY OFPLAN REVISION LOG 4/8/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT LOT 02 BLOCK 09 SILVERADO 6329 COBBLE BLISS STREET ZEPHYRHILLS, FL 335 1 L E N NARSIN 2485 -LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PAl.l PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS DAMS BEWS DESIGN GROUP o1.osMnit, r�.o>zmn ��n 813 . 925.1300 TEL 813 . 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVFR � 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 DREW J. MEISHEID, P.E. #83217 ASBED 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 0 0 z cV O0-4 WN > U) M O Q zM Q U a cn•�� �5 �- . cYi a' U Q Q 00 Z w J � d' oZ ;� �LLJ p za a� fg a,a �z80 Z w W w 0 W Z �aOLO a�ao LL 8c0 oN Z Z rU z W z 0 W 3� M �3 � > O j U to boo z> o"co co CIS! XO`J N Q. W C) Ln > 00 0 uj w. LL 2 a z �o� o�� J Ln N U Q aLu M .< F- u-i u.i � Z rn ¢ ¢ SZS WZo N z z °uj Q �Z m g g th oLu 2f J L) 'n m d n. a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. c s TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BILK OPNG MULLED PAIRS SH12 20 X 26 SH13 20 X 38 3/8 SH 14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH 12 18 1/2 x 25 1/4 SH 13 18 1/2 x 37 3/4 SH 14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH 15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. 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 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 21 1/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 31 1/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 4911 5/0 6111 6/0 73" SH 1/2 36 27 1/2 X 72 H.B. EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 25-1" r, \ VAULT 6 a FAMILY ROOM VAULTED CLG. CARPET \ 4 �o \ E � a 34" D BEARING WALL W/ 53 UPLIFT AND STUDS AT 12" O.C. 4'-0"x8' m" CONC. PAD 1-0 2 S3 G3 OWNERS SUITE 8'-0" FLAT CLG. CARPET ollll� ■I■WM3 65'-0" 33'-1" 35 SH 5 SN. Q------- --- --- 16"DEEP OPT. REF. TRYI LOUL CLG. 12'-4" N N T KITCHEN 2668 O= B `" N VAULTED CLG. TI LE is T.P. IN N M I FLEX Q _L IO P 8 p -011 TB. FLAT CLG. o CARPET `� CAFE T I O- a I z oe 2'-2" 246 i 1 1 all 6'-4" 5'-4" )I_011 FLAT HEADER (SEE ELEv.) -----I I I I I _ I m e ■■■ ■■■■■imMEMEMO■■■■■ 1011. 1 II \\■ . ` PORCH ■■■■■■■■■■Ill II . � � -- � Illllllllllllllllt.;CLG. . ■■■■■■■■■■1■■■■■■■■ - --�■ !ll■■ '''� loll■ STUDS I ■■I , ■■■■lll lollUPLIFT AND ■ I■@.�f .I ■■■�I�M ■■®IFOYER ENSF/■Il■■I1 /, loll! !. �r■I !■ ■_ . E i ��i��ri��.� D'�tiN'Pi�a �i�♦ �� ����.44�.�.�r1,�1»1►�� D'� ��.���.4� r ��� 7 'D��i' � `i'��� a��� � �� �� � ���i � r � 4 © BEARING WALL W1--1 T_ AUPLIFT ND STUDSCC EDGE OF • 2" BEYOND WALL �WII � .�Lu II `'HANSEN : • • CARPET�� 1 ■�" II ■ . ► ■1■qz AR GARAGE DRYER VENT • =1; ■■r.,� I . ■■■`A�I�_ • r : • r • r -11 loll■I • BEDROOM BEDROOM BEDROOM �• II • ■■■I' • • •CARPET CARPET CARPET i i —` ' .I IN = ..■ _ '� Elmo I C �IIIIIIIIIIIIIIIIIIIIItalllllllllllllllllllllt:11111111111111111111111111111tallllllllllllllllllllllltal�ItaIIIIIIIIIIIIIIIIL:Illlllllllllllllltal��It:1111t:11��It:1111111111111111t:1111111111111111tallllllllllllllllt:111111111111111111111111111111talllllllllllllllllllllllllllllt:111111111111111111111Q:allllilllllllllllllill IS'-2" IN DR AT11-0 8'-oft H4 CLG. �4'-2" «III N 31'-8" 12" C.M.U. COLUMN T.O.M. AT T-0" AFR (TYP. OF 4 AT PORCH) e FLAT HEADER _ (SEE ELEV.) afl n FLAT HEADER (SEE ELEV) � s FLAT HEADER (SEE ELEv) zr 1M o. �IRAN K�/�i � Q �G E NS 46p" . �. Q NO 88623 •• Z ORIO STRUCTURAL NOTES ID - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE V (2) SIMPSON 5PH4. 2O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH NTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE O(2) H2 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 Of Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2X4 #2 SYP W/ FOLLOW Q/14 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 ME I WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING - 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT, FRAME 2X4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/11-13 KRAFT FACE (GARAGE / LIVING) LIVINGS 24�3 S.F. G,4RAGE 55 S.F. ENTRY 141 S.F. TOTAL SQ. FT. 3239 S.F. ■ INDICATES I S ♦ INDICATES 215 FLOOR PLAN — B mmm SCALE: 1/4" = I'-0" DAVIS60. "11 BEWS DESIGN GROVP 150 STATE SIRRFBT EAST OUXMAIL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DE s VF_P ­---�_� EST.1994 �V oilL---Jl III f1 111 III 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 1. 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 Z � O cu �>-+ M O M QV) f0Ln Q u. fn V a� Q E ... Z fu wwow Z O %D nj 0 z =o oC p z a -<cl z�zuo z0w� =) w Z u��w OU M z N w O oEn zz r8 f z Z g z LIJ O J O z w ]e QJ LL �g8 �u_ � � 0 ^. Z w aaJ owjZ�au N ��2 00 00}QwZ az wOw0 Z N w0'w8 J � QLJ W W cn91wz 00 O Z 0o Z z ?-z co00 Z Z CY f O IV rn m g g _j SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. ■ 51NK KITCHEN ISLAND. HOOD v e n, RANCsE KITCHEN MIRROR a T- b- LAv. LAv. 0 �n BATH 2 a. REF. v KITCHEN MIRROR j LAv. LAv. 0 OWNERS BATH INTERIOR ELEVATIONS 6GALE:1/2" = 1'-0" 111161 DAVIS BEWS DESIGN GROUP L50 STATE STR.EHP FAST OLDWAR, A.ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEW&CAM TANWA • DE OVER -�-a EST. 1994 O O Z N 2 2 CN:) > co M Q � M Ln �-0n Q � U- fl' , M U aM Z § m w Lu C:) J C) d' J ts z �o z d z O LU < ou UO UZ< EWz a�LL5 Ow LL N ~W° W Oz Z Z r0 � zz w Z Z 0 a �3 ~ > O V J ICI � z O J or W r r� vvY 00- LU m a Q� N ^ XQ u z O � a w � Lr, Z LU w Ce N cw7QLLR Q Z 1- z 00~z_ LIJ Ln N I --I U. =) O w H W W �Q~O N LU z UJ Q Z Q Z UJ z =s < co � �Lu� O g g J In m a a Q SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 1.0 EET NO. z w T.O.M. a eo TEXTURED —� CEMETITIOU5 FINISH ON CM.U. (TYP) FINISH FLOOR LINE T.OM. HDR HGT. FINISH FLOOR LINE TEXTURED FINISH F� STUCCO ON SHEATHING (TYP.) ■ LINE ow- 0) (A55UMED) ZTEXTURED CEMETITIOU5 FIN15H ON CM.U. (TYP.) � 12 5t---_ 12 5L---- FIBERGLASS SHINGLE PER COMMUNITY SPEC (SEE 5TRUCT.) --- 7 G.C. VERIFY T FASCIA CALL -OUT (TYPICAL) MINININ MINININ NIMINIM _Q 5 TEXTURED FIN15H STUCCO ON SHEATHING (TYP.) �I"xb" SMOOTH BANDTEXTURED TRIM BAND / • r- -r CEMETITIOU5 O - I F-3 (TYP) FINISH • • ■ ,I ----- I I LFF,� i FI F2 GRADE LINE (A55UMED) FRONT ELEVATION - B 25-5H * EGRESS SCALE: 1/4" : 1'-0" SHINGLE PER COMMUNITY SPEC (SEE STRUCT.) -7 25-5H * EGRE56 Q5 TOM. ZTEXTURED CEMETITIOUS FINISH ON C.M.U. (TYP)� 25-5H * EGRE55 FIN15H FLOOR LINE LEFT ELEVATION - B SCALE: 1/4" : 1'-0' GRADE LINE (ASSUMED) 9 DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST OLDU M& RA MA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVLSBEWS.00M TAMPA • DE *4V --� EST. 1994 111 111 111 111 111 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 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY I O O Z (V O I� O M Q � M Ln H (1)L� ln� Vco ra ` Q � 0 � Z wCD IT J CD 0z Lo Lu z z `ta O}a w ow r00. L0 Qz u z < > ��:-7jzz 29 2 f J W �:��0 S�Lu J W O(A Z0 } 1 1 1 z z LLJ Z a ui U z 0 z �Yoz obi ma a N w 0 2 J a O Y^F., " Z a N n W O� �iog w N cl J *•-i o a H H wz cn �;0'<�S 0Q10 Z Z z �0z m 00 g g �Za uj � f O m a a Q SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. 3N3 FIBERGLASS SHINGLE PER 12 COMMUNITY 5PEc I 1 12 5�1 1 1 1 1 (5EE 5TRUGT.) ----5 LINE OF INTERIOR VAULT ` �' �. 9 �':rs► �_ * ;* T.O.M. I T.OM. STA716 0� q l �� HDR HGT. ice' 4i� �O,n ""� R P .�?v \� ID V EXTENDED ZTEXTURE[) OVERHANG TO GEMETITIOU5 BE CENTERED FIN15H ON 011. TEXTURED � a' .) ON 56D. (TYPCEMETITIOUS FINISH ON G.M.U. (TYP.) 35-5H 25-5,H 25-51-1 35-5H TEMP. FINISH FLOOR LINE tEMP. * EGFE55 FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION - B SCALE: 1/4" = I'-0" 12 5� Q5 FIBERGLASS SHINGLE PER COMMUNITY SPEC (SEE 5TRUCT.) 71 12 TDM. 5� T.OM. HDR HGT. - ZTEXTUREI) = 0�„ @ GEMETITIOU5 FINISH ON C.M.U. (TYP ) 35-5H FINISH FLOOR LINE FINISH FLOOR LINE GRADE LINE (ASSUMED) RIGHT ELEVATION - B SCALE: 1/4" = 1'-0' elo—)L I DAVIS BEWS DESIGN GROUP 150 STATE STR.FET FAST OLDWAK A.ORIDA 34677 813. SI25 . 1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.CAM TANIPA • DE%IVE K -_­� EST. 1994 rzDcAuh ii 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 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 O O Z CV 0 (v IN I/ -I M O M Q Ln a t �L N H� LL za z § E V CL 0 Z wC:) c:) J 0z uj uo / r) z a Vzf z f H O �z80 O0aU z LU W �2WuJ Z �2aO_i 0 u- 0 ON zz y W 0 � S g Z W a 2 Q 3 O J 0 z Q W cUY� r� OO,V� Q �J QW 0 � a ^ 1..1. X W Uo�CZ3 C) O Lf) LL o¢Wo z W n 00 Q LL �a� a8L�Z Z V V W OLL�j J N QaxQ Wz 00 Ha 00 Z Z W z z R m _j X J 0 r-, a a W SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. { DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a WEATHERPROOF DUPLEX OUTLET GF.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT L64T FIXTURE RECESSED INCANDESCENT LIGHT FIXTJRE *c LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN tp; EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) FQ TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT OM ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT. CEILING FAN V J <7 CEILING MOUNTED NCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING FAN NOTES" I. PROVIDE AND INSTALL GROUND FAULT CIRGIIT-INTERRIPTERB (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE..14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 40612 AND 40613 5. ALL 15A AND 20A 110V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCE$. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BRINING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WALL MNT. GF.I. WP, A/C DISCONN. 1-01 l� W.P. GF.I. MATH ROUGH-N <\ FOR OPT. \ FAN/Lw PRE -WIRE </ J\\ FAMILY ROOM \� 1 \ I I mmmu, ROUGH -IN FOR OPT, FANLIGHT 141 { PRE -WIRE � J OWNERS SUITE Ell ROUGH -IN <\ FOR OPT. FANLIGHT PRE -WIRE < J BEDROOM 4 G.C. VERIFY: LOCATION OF DISPOSAL SWITCH AND 9.1. OUTLET 18 UNDER SINK CABINET PENDANT �-- (VERIFY LOCATION) CAFE r � LIJ SD �� CM SD if v ROUGH -IN FOR OPT. FANLIGHT i F'RE-WIRE </ J BEDROOM 3 / BATH 2 O G.F.I. LAUND. GF I <\ /> ROUGH -IN FOR OPT. FAN/LIGHT J PRE -WIRE BEDROOM 2 FLEX ROUGH-N i FOR OPT. �/� FAN/LK:HT / �/ \% PRE -WIRE 7 i FOYER hh (h GF1. �:,,-F'USHBUTTONS FOR G.D. OPENERS \ I I � I �d� I I0 �--------- I 1 �11 L_ _ A I � I gi Lp I GF.I. AT I 44 AFF. 3 CAR GARAGE 0 ELEC. PANEL ELEC. METER i I L--- G.F.I. MAN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAN DISC. AMPS. REQUIRED UNDER'aR0UND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYR h4 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER HEATER 08 COPPER TO RANGE 14 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING: STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. COACH LIGHT OR PRE -WIRE AS PER SPECS COACH LIGHT OR PRE -WIRE AS PER SPECS ELECTRICAL PLAN - B � DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDfiMA& RXWMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVIMEWS.COM TAMPA • DE OVER - EST. 1994 0 Z N O ai � v) co O M Q -m Ln CL .cam z z E � IQ r-4 U rCL L 00 Q Z wJ ko J O =z 0 za J �4°, QZ(LL"jzQ U :mzz u00 U �4 a9-0o®u oLyw m: o� zz zz z a UJ 4Lu O J U cn ZLu O q°o lCe� O 8O2 O0 Q LL W O J o o Ln z O Q W W� 00 w a 00 Q` ~�Z =oW Ln ^V on T-1 Ya u-1 2 zo Q ¢ $�8 rn z z z o ?°Q axf �I m a 0- J0 a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. 4m2 EXTENDED OVERHANG CENTERED 5.GD. ROOF PLAN - B SCALE: 1/4" = 1'-0" 1'-0° TYR OVERHAWS (UMO.) MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 3240 SQ. FT. / 300 =10.80 SQ. FT. X 144 =1555 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 777.60 SQ. IN. LINEAR FEET OF RIDGE VENT = 12 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 5 TOTAL SOFFIT VENTILATION NEEDED 112 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. BEWS DESIGN GROUP L50 STATE STREET EAST OLDfiN1Alt, FiORIDA 346T7 813 . 92S . 1300 TEL 813 . 92S . 1800 FAX W W W.�AVLSBEWSCAM TAMI'A • DENVER. � EST. 1994 �- 6 2 Mull I'mo-ol p 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 A REW 1. 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 s< 0 z� O a) N >o M Q�-gypLn Q U H a . cr oC V a 00 z wJ C:> oZ I~ o �2 ado Z'< H Lu < 13' or- ZwWO_ �pwZ J aOLn O�u-O U WI,_N W O(A z0 U Z W z s L3 Lu O �' H J z goo z WYp g m� Q m a W O J N O �0. p Ln uj '4 Q O WC'C'2 DC N � Qa� Z v- � 0 ~�0� ��"-O Z U J N < Lu =) u (nl-ujZ rn a a Lu68 W Q N Z z a na *-� z uj m � Ln g ax � m a a a W SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. DAVIS5m2 NOTE: • 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.S.I. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. • SEE SHEET SN FOR SOIL AND TERMITE NOTES. BORATE / 50RACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER I/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) '[P CONTROL JOINT DETAIL N.T.S. 5 CONT. REINF, SEE FOUNDATION FOR QUANTITY 1545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UROJ .. ALTERNATE THE REINF. BARS SHALL BE CONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP, CORNER BAR DETAIL N.T.S. 11, o 581-8" K 6'-411 4'-011 4411 4'.011 4'-311 5' 2" 4'-111 51-011 5'-0" 5' 0" 5'-4" 4411 4'.411 t 5'-4" .1'-0" . 24"x24"xl2" D. GONG. L FTG. W/ (3) 5 BARS E.W. 2'-0" S3 (TYP. AT PORCH) —� H$. tr77/771 ■ ■ ■ I ■ ■ I■ ■ ■ 8" C.M.U. WALL ABV. ■ I ■ ■ I ■ e _ OPT. I I I L --J I I I �--� I _ I I I ■ _ • i 31140" 1 i 4'-1" 4' 10" i r I Il'-9" 83 I I I I I I I I I I I I I I I j I I M I (\ %II p I I I IQII / • GJ. I ; i I — �� - I - I I I -----------I- -- I ----i- aid I I I III I I I I I I • _ S3 • I IIL j �6 �T­ "D PITCH I I i i I ■I • e - += v DC I I 1 I I I cv I I • 61 31_411 514n 10" Y/ Lu w I I I an I PITCH `9.811 Q 48"x96" i i i i i � I/8" / FT. u' GONG. PAD - I I I i 3/4" RECESS I u i i FOR ENTRY DR • Lu 71 B ■ /6Y/ �� /7/7� ."/7 !11 �a11��y=I —T- — — . — — - . r4'7 . _ I /LL1 I i 4'-4" 4'-4' ■ v a° i i i lad i I i; I53 �I I I'-011 I_/J II ■ i I i 83 i 30'-2" I 1 1'-4" II" I I I 2'-5� 2'-4" I I I/8" / FT. i J a I I I I Q PITCH I Q TYP. AT ONE STORY o I i i I s i I I I i I (SEE JJ/53 FOR STEM e N WALL OPT.) ■ I i i I\ I i �� II -✓� I Lu — Cn ----------------- G.J. I - - - - - - ---------- I ��__ ---------------;-------------------------- --------- CJ. -----------�r--- --------------------------; I ------------------ CJ. ----�- t e - ■ I I I I I I I I = I OPT. ImI IIWASHER� QI I I • • ICI ELEVATION AT 0'-0" (ASSUMED) i i (OPT. 3.5" THICK, 2500 OR 3000 P.S.I, DRYER II i CONCRETE SLAB ON GRADE W/ > I 1 6x6 WIAxWIA MESH OR FIBER I t I I o I IQm I MESH OVER (o MIL. VAPOR I 1 I Q ■IaI i BARRIER ON CLEAN, WELL - �I�I i COMPACTED, TERMITE TREATED, i i I i LL �I I GRANULAR FILL. I I I 1 I I I w GJ. ----------------- ---- --' J1------- ---------------!--------------------------'------------- ---GJ.-------'-------I---------------------------! 36"x60" SHOWER I PAN (VERIFY DRAIN LOCATION) �, I I i i i I 83 i S3 zn 32' 4" i i I I I 20' 2" I TYP. AT ONE-STORY (SEE JJ/S3 FOR STEM ■ I / ,, I I I i i I 8" WALL OPT.) N • I \ V I I I I 1 I I 1_ n 2 4 I I I I I I I TYP. AT ONE-STORY I I 0 1 (SEE AA/53 FOR i i ( � I I 3 STEM WALL OPT.) �H 42"x42" A/C PAD 4'-4" I. 4'-011 -211 4'-4" I. 3'- 31- N m 3'-0" I. 3'-211 51-411 51-411 3' 4'-0" 4'-411 FS 15S 2 5 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - B SCALE: 1/4" - 1'-0" J116 i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDRANk, R )MA 34677 813 . 925.1300 TE L 813.925.1800 FAX W W WnAVISBEWS.CAM TANIPA • 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 NDREW 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 RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z NO O � N > cn O M z o Q "v Lf) a �n•L� Q LL oC U Q ,-) Q � � Z wJ c:1, L 0 �o z a �a w¢o�ca 0 �z" z Zuz u0WJ z �a0 a-28 Om zz y0 zz z OLn � Lu 0 O J 1 4 Z .J o � �o-I wYr LL 8 � n ma X o a z��z J O as o Lri C)¢�r''p w <12 N ~wa'mo Z v- v $ono Z Lo Lo N 'dwu Lii di 1<ua¢ F- cn�<-wz Q wz$ � z Q Z �z �Q Z Lu O m a a J l o ¢ SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 1.0 SHEET NO. 5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY UN.O.) LEDGER A (LA) - "2 SYP. 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: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R5, NAILS AT EA. STUD (16" O.C. MAXI SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS 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) - 02 SYP. (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 SYP. (2) 2x8 PT W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) - 12 SYP. (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - "2 SYP. 26 PT W/ 5/5" 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 MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THI515 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 5YP. (U 2x8 W/ (4) 5IMP50N 50525412 5CREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.G. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (L I) - 02 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 61' 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY, ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - 12 5YP. 2x4 PT W/ 1/4" DIA X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (I) 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 RS. NAILS AT 3" O.C. LEDGER M (LM) - 12 5YP. 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS 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 G D OR H 5IMP50N WU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY UN.O. 061118 (7 C7 (7 tiv w f-n e� cad D m r� CJ1V CJ3V CJSV EJ7V N J c EJ7V E J 7 V L� � r EJ7VA 11 EJ7VA VAULT EJ7VA 3/12 M� �F L7VA EJ7 x2 x2 J7A X A EJ7 TOP Z EJT LLJ EJ7 )— p z Q EJT LLJ J Q Z Q a EJT EJ7 gLJ_0 QL�Q LLJ 0_J 0- a_ � LJ_ p � EJT EJ7 q- p~W =q gL3_ED r QplD Ld �a_0✓ z M1G EJ7 W p = Q � Q L.L EJ7 EJ7 EJ7 EJ7 JF� EJ7 EJ7 CJ5 CJ3 CJ1 D D D Ll t 7 C� C7 D D D D D D D D D_ D_ D_ D_ _D D_ D D D D D D D D n (--) () --.I W U) ON �I 00 0-' .P W N 10 co US C.1) 4' W N G < < < < < r < < < < < < < < D CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 'T9 0) r CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 yiv 'l9 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1830 - 9 - 10d x 1 1/2" HTA20 1615 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.SA 6DO 535 10- 8d RT7A 670 565 10.8d x 1 1/2" 0 H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - IOd x 1 1/2" HTA20-18 14DO 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G HIOA 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 11/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" J HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTT5 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD58 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX30 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/3070 ** 30D5/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2DDO/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2'. R MTS12 10DO 860 14 - 10d x 1 1/2" MTW12 1195 1005 14 - IOd x 1 1/2" S MTS16 30DO 860 14 - SOd x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14 - IDd 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 "X" HTS20 1450 1245 24 - 106 x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPI 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12-10d SPT24 1030 - 12-10d HCP2 I 645 555 12 - 10d x 1 1/2" - - - - * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-700DC 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 SPACING ON VERTICALS OF (6) TRU55E5 a I OR 2 PLY CARRIER I-S-0 CLEAR GAP BETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRJ55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRUSSES 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) TRUSS TO TOP CHORD Cr- CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 I L I VMI\INI{.1N -- (A) — NAILS AT 48" OC 4), W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 SYP N0, 2 OR NO.2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRU55ES OR AT TRUSS INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: 5EE 5HEET D-I FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING UN.O. • ALL TRUSS TO MASONRY STRAPS TO BE O U.N.O. • ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. ft7r___'* *a : STATE �\ �;00i�0'- A10RIO?' ROOF FRAMING PLAN - B I SCALE: 1/4" : I'-0" I DAVIS BEWS DESIGN GROUP 150 STATE S'TR.E6T EAST CLDSMA& R.ORMA W77 813. 92.5 . 1300 TM 813.9?.5.1800 FAX WWW.DAVLSBEWS.COM TA 4PA • DEIVVER. �-a EST. 1994 F—�> r62�,1 „1 �Mi lli 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 REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z r*4 0 a) N Fri V) M O M Q M In a cn•Ld' Q u. In cl�U M Q C)- 00 Z wJ C) J oz LLJ �a wQacw P_ge z�z¢ �0LLJ Z a z� OR _2 aw � ED zui z rU W z 9 CD a U� w z Ov �1 Zco J0o o�S J 0. 0. w a X O11714 J Lu z ¢ O L) a w Owgp C) Ln N I� M W O �0a �of� z N 0 $°LL �o J �/ LL w o, Z c� awY¢ di di �Q<I-- NI-wZ 00 � Z Z S c�i1 0 w Z 0 a-z m Z g Z g off Job m a a Q SCALE : AS NOTED DATE: 4/8/2019 VERSION N0. ■O 702 0 (MIN.) 0 (MIN.) II II II ---------- II II II II II Li II II II II n II II II I J) I L_---------►i II II II II I I II II 11 j� I L � ILA =JL= __JI II II II it II 11 II 11 II II II II II II II II II JI II F-P II II II II II II II II II 0(MIN.) — — — — — _j__l- — — — — — — — — — ��-----� -------------- II I I II II I I II II L I � II I I n II I I L=_J� I=--=J r � � �I II II II I I II II II I I J I I ► I I �' I II II II II I f2--------i II II �P �L= II II II II II II II II II II II II II II II II 11 II II 11 II 11 II II II II II II II II 0 (MIN.) 0 (MIN.) 0(MIN.) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE 8F8-1B/1T 8178-011/1T 8RF6-0B/1T 0 8F12-11I/IT O O • • • • • ® 8RF14-1B/IT 8RF14-OB/IT 8F16-OB/iT 8F16-1B/iT OO O 0 81720-011AT 8F20-iB/IT 8F20-111/2T 0 O 0 • l .77 = BF44-111AT 8F40-OB/IT 8RF40-OB/IT 8F32-1B/IT 8F32-OBAT 8RF30-111AT 8F28-OB/IT 8F28-111/1T 8F24-OB/1T 81724-3/1T © 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 a R = RECESSED j = QUANTITY OF #5 REBAR AT v w C.M.U. BOTTOM OF LINTEL CAVITY ¢ 8F16-1B 1T / '0 GROUT ,n z L-QUANTITY OF #5 cn #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM NOMINAL WIDTH 7-5/8"ACTUA PROVIDEDINREINFORCING (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" - 1'-0" BEWS DESIGN GROVP 1S0 STATE STREET FAST OLl76TMR, FL,ORIDA 34677 813 . 92.5 . 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DIIWEii. -� FST. 1994 �- -1c LD 1�� o0 1Co CC1 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 CERTIFYTHAT 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 O Z C4 O a) � I>i�Mc) M < V) U') Q LL oC U ra 00 a �� z�� w �ko Cr' oZ =o ceo z d w¢�a U4Op p w uz w ZZ a 0 Lo �ceo 8-r0 ON zZ �o f z w z 0 � g L� W J Ov Ln z J0Z µJ mJ F- a �Q J 62� O �a:uj cc 0 Ll') W Z Lu DC C4 a¢L2 ¢ ►- p E z V_ 1- 18,0LLo W In N J �dwU Q6YQ o Q H ~ W W NI-wZ Ol Q Q WZ0 O w p Z Z <d z Q 00 Z Z off"' co rn O m g g Jp SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. 802 DAVIS OPTIONAL OVERHEAD SERVICE 5AME A5 150 = ' COPPER OR 2/0 ALUMINUM UNDERGROUND 150 OR 200 AMP 5ERVICE 200 = 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT, METER TYPICAL =====fA/C MAIN D15G. ELECTRICAL DI5CONNECT 150 OR PANEL REFER TO FLOOR PLAN FOR 200 AMP 12 COPPER TO APPLIANCES AND GFI NOTED AMPS. REQUIRED 14 COPPER TO LIGHT5 AND OUTLET5 `10 COPPER TO WATER HEATER UNDERGROUND 5ERVICE 18 COPPER TO RANGE BY POWER COMPANY % COPPER TO HVAC 04 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 25052 OF THE 2014 NEC, INTER5Y5TEM BONDING TERMINATION PER NEC 08, 250.94 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND IN5TALLATION5 5HALL COMPLY W/ APPLICABLE PROV151ON5 OF THE NFPA 10-06, LOCAL GODE5 AND LOCAL POWER/UTILITY COMPANY 5TAIR NOTE5 RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOUS 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 RISER HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. RE51DENTIAL 6th EDITION (2011) - R302.1 AND R302.11 STAIRWALL FRAME NOTE ALL 5TAIRWELL 5URROUNDING WALLS AND KNEE WALL5 ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION, CEILING CON5TRUCTION. I. THE GARAGE 5HALL BE 5EPARATED FROM THE RESIDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE GARAGE 51DE, GARAGE5 BENEATH HABITABLE ROOM5 5HALL BE SEPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYP5UM BOARD OR EQUIVALENT. WHERE THE 5EPARATION 15 A FLOOR -CEILING A55EMBLY, THE 5TRUCTURE 5UPPORTING THE 5EPARATION 5HALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD OR EQUIVALENT. DUELLING / GARAGE OPENING5: I. THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5HALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE 5TEEL DOOR5 NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5. 2. ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PACE MU5T BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5. EGRE55: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODE5, IF THERE 15 NO AGGE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. WINDOW IN5TALLATION: WINDOW5 5HALL BE I1\15TALLED AND FLASHED 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 SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF CELLULOSE CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITICIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWN5POUT5 5HALL D15CPARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCK5. GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDING5 WITH EAVE5 OF LE55 THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF. I TOP RAILING NOTE: 5UBFLOOR ADHESIVE 15 U5ED IN ADDITION BALU5TER5 TO NAIL5 ON WOOD COMPONENTS, MAX SPACING 4" 1 X 8 PAINTED WE). CAP 5TRINGER 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 RISER. 3-2 X 12 5TRINGER 2 X BLOCKING NAILED TO 5TRINGER, Z + 3/4" R15ER5 RISER, AND TREAD. + 2 X TREADS± RIP FROM 2x12 I X 5PRUCE 13 OR 3/4" CDX. + TO 51ZE NOTED ON PLAN PLYWD. RISER. 2 X 5OUTHERN YELLOW PINE 01 (ACTUAL THICKNESS 15 1 1/2") TREAD, TYP. OPT. RAILING ELEVATION 5CALE: 1/2" = 1411 NEWEL P05T TOP RAILING BALU5TER 4" O.C. 5HOE RAIL (REMOVE W/ METAL SPINDLES) I X 8 PAINTED WD. CAP OGEE STOP r uuK LINt _ OPTIONAL A RAILING DETAIL CLOSED RISER DETAIL 5CALE: 1/2" = 1'-0" CARPf CARPS TREAD R15ER 2X4WALL 1/2" GYP BD. 3/4" SKIRT BD. 2 X 4 5PACER 2X12 5TRINGER TYPICAL STAIR FRAMING DETAIL B 5CALE: 3/4" = I'-0" GENERAL CONSTRUCTION NOTES CHAPTER5 AND 5ECTION5 REFER TO F.B.C. RESIDENTIAL 6th EDITION (2011) MECHANICAL AND HVAC I. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPAGITIE5 5HALL BE FURN15HED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCE5 5HALL BE ACCE551BLE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT GON5TRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING 5PACE 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. 126 GAUGE (0.48 mm) 5HEET 5TEEL OR OTHER APPROVED MATERIAL AND 5HALL HAVE NO OPENING5 INTO THE GARAGE. 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 5HALL BE RAISED AT LEAST 3 INCHE5 (16 mm) ABOVE THE FIN15HED GRADE AND 5HALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION IN5TRUCTION5. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCE5 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RE5ULT OF 5TOPPAGE IN THE CONDENSATE DRAIN PIPING 5Y5TEM. THESE PANS 5HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF 5ECTION5 MI411.3. EXHAU5T FANS AND VENTING: (.OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAU5T 5Y5TEM 5HALL BE D15CHARGED TO THE OUTDOOR5. AIR 5HALL NOT BE EXHAU5TED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2, EXHAU5T AIR FROM BATH ROOM5 AND TOILET ROOM5 5HALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE EXHAU5TED DIRECTLY TO THE OUTDOOR5. EXHAU5T AIR FROM BATHROOMS AND TOILET ROOM5 5HALL NOT D15CHARGE INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHE5 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) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALLED AND 1­15TED 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 5005TER FAN MANUFACTURER'S IN5TALLATION IN5TRUCTION5. WHERE A CLOTHES DRYER 8005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAU5T DUCT ENTER5 THE WALL. THE LABEL 51-1ALL BEAR THE WORD5 "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICE5 AT INTAKE AND EXHAU5T LOCATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBC, ROUGH -IN IN5PECTION REQUE5T NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MU5T BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUE5TING THE FRAMING INSPECTION. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2. WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.G. RESIDENTIAL 6th EDITION (2011)- SECTION R3122, IN5ULATION NOTE5 • CMU WALLS:----- R-FOIL 4.1 KNEE WALL5 THAT BACK UP TO CEILING • FRAME WALLS:-------- R-13 AREA ONLY:----------- R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URVEY NOTE A FOUNDATION 5URVEY 5HALL BE PERFORMED AND A COPY OF THE 5URVEY 5HALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 U5E, OR ALL PROPERTY MARKER5 5HALL BE EXP05ED AND A STRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS, CELING AT ENTRY NOTE ALL ENTRY CLG5, TO BE 15/32 058. CEMENTITOU5 FIN15H (UN.0) GA5 APPLIANCE PROTECTION IN GARAGE NOTE PROTECTION OF GAS APPLIANCES IN RE5IDENTIAL GARAGE5: MINIMUM 3" DIAMETER 5CH 40 5TEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT. ABOVE FINISHED FLOOR, GENERAL NOTES • DUE TO VARIATION5 IN CITY REQUIREMENT5, 5UBDIV1510N 5PECIFICATION5, CON5TRUCTION TECHNIQUES, DIVERSITY IN MATERIAL5, AND PLAN REV1510N5, ALL DIMEN51ON5 AND ELEVATION5 MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD CONDITION5 MAY VARY AND MU5T BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. • ELECTRICAL LOCATION5 5HM ON DRAWING5 MAY BE CHANGED AT THE 50LE D15CRETION OF CALATLANTIC HOMES OR IT5 LICENSED ELECTRICIAN IN ORDER TO COMPLY W/ NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODE5. CALATLANTIC HOMES 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 5LA8 EDGE. IT 15 THE RE5PON51BILITY 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 HEIGHT REQUIREMENT5: WHEN 5TANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTEND5 THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUE3 AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH 45TM 5288, 5325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION5 5HALL BE USED A5 BACKER5 FOR WALL TILE IN TUB AND 5HOWER AREA5, AND WALL PANEL5 IN 5HOWER ARE45. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEED5 FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLL76MAlt, FI.O1tIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMI'A • DEIVVER. � EST. 1994 �- t 0 z " N (7�o >�mC) �) M � oLn Q fl. � U 0- 00 z�� w Wo J O �o oz �s w� za Z� w¢wd V) ro- J 0 H �aWZ �aO�n Lq 8 Ce K o Ow�N W COzO oN Q zz r8 �z zw z a 0 �� Ob ;::; Q Q p--1 D ce �- Oz �w w 0 LJ.J oc z Q oN w z ... Lu z U z z 0 0_U u.i z O '-' z Q Lu 0 m z 0 g r, a w 00 SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DTI I 1"IIIf 1 1 M l-) 3 1/2" (-) 3 1/2" M 5LOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL SCALE: N.T.S. FINISH FLOOR OVER 5HEATHING OVER WOOD FLOOR 5Y5TEM PER PLAN WALL PER PLAN P.T. 2 "x4" CURB TILE PER 5PEC SLOPE MUD TOWARD DRAIN FLOOR DRAIN WATER PROOFING MEh SHOWER CURB DETAIL @ WOOD FRAMED FL SYS. 5CALE: 3/4" : 14" OPTIONAL L15TELLO TO BE CENTERED ON NICHE ONLY AT REAR OF NICHE BUT NOT ON 511DE RETURN5 p l UAN U I U1JU /i 1 HLL I Up/UMWN, WALL5 - TYP. ALL TUB/5HWR5. NICHE AT BAT FIN15H FLOOR OVER REINF CONC SLAB PER PLAN - -WALL PER PLAN P.T. 2 "x4" CURB -TILE PER 5PEC :5\ SLOPE MUD TOWARD DRAIN H SCALE: N.T.S. FLOOR DRAIN WATER PROOFING MEMBRANE RECESSED SHOWER DETAIL @ CONC SLAB SCALE: 3/4" : 14" ,,5EE DETAIL WPI3 ON 5NEET DT8 FOR ALL FLOOR CUR55 NICHE AT SHOWER FIN15H FLOOR OVER REINF CONC 5LAB PER PLAN — WALL PER PLAN TILE PER 5PEC SLOPE MUD 611 TOWARD DRAIN MI W FLOOR DRAIN Lu WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL nn CONC SLAB SCALE: 3/4" : 1'-0" SCALE: N.T.S. FULL 1/2 = 8" RADIUS = 12" RADIUS I"RND. ARCH z z z U U U e e Q e Q 3'-(o" AND 31-111 TO 1'-011 114' AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PL N UPPER FLOOR NOTE: WHEN AN 8" AND 12" RADIU5 HEADER ENGAGE INTO THE 5AME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2'-0"), THEY NEED TO ALL HAVE THE LARGER RADIU5. 7 FULL I/2 � z 8" RADIU5 = 12" RADIU5Lu RND. ARCH z z z U V U v U U QQ aQ aQ 31-611 AND 31-111 TO 11-011 11-1" AND LARGER 5MALLER 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 5PEC 5HOWER FLOOR PER 5PEC v N n, TYP. VALVE AND SHWR. HEAD DETAIL SCALE: 1/2" : I'-0" 1 I/2" THICK 3/411 THICK LL; ul Q TEMPERED GLA55 W/ HARDWARE PER 5PEC'5 KNEE WALL PER PLAN tQ LU a CURB PER PLAN > Lu FLOORING PER PLAN TYP. SHOWER ENCLOSURE DETAIL 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINI5HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL 5EE 5NEET DT6 FOR STUCCO NOTE5. NOTE: FRAME IN UNDER 51DE OF OPNG. W/ 2x ON IT 51DE RIDGE 0 e R.O. 3'-1011 TILE 4' OFF RIDGE VENT HOLE 51ZE: 1211x46" RIDGE e :"t R0. ' 5HINGLE 110-D OFF RIDGE VENT HOLE 51ZE: 10"x2l" ROOF VENT DETAIL 5CALE: NT5 SCALE: 3" : 1'-0" SCALE: 1/2" : 1'-0" LIGHT FIXTURE PER 5PEG'5 MIRROR ADHERED TO WALL W/ MASTIC IN5TALLED A5 PER MAN'F n. AND TO MEET A5TM 5TANDARD5 `r 4" BACK 5PA5H PER 5PEC'5 BATHROOM VANITY e PER 5PEG'5 FLOORING PER PLAN TYP. MIRROR AND LIGHTING @ VANITY SCALE: 1/2" : 1'-0" TOWEL BAR T.P. HOLDER FIN15H F.F. LINE TYP. BATHROOM ACC. D ETAI L 5CALE: 1/2" : 1'-0" 6" MIN. WIDE AGRO55 APPLY AGRO55 IN51DE FACE OF BLOCK OPENING ELASTOMERIC PAINTED SILL DETAIL MASONRY APPLICATION ONLY 5CALE: NT5 ROOFING MATERIAL FRONT FACE I'-0" MIN. %AsoVE SILL 1'-0" MIN. BELOW SILL FIBERGLA55 SHINGLE: - 5YNTHETIC ROOF UNDERLAYMENT IN5TALLED PER MANUFACTURE 5PEC5 - 1/16" APA RATED 5HEATING A5PHALT 5NINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF A5PHALT 5HINGLE5. - A5PHALT 5NINGLE5 5NALL BE IN5TALLED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL &th EDITION (2011) - 5ECTION R9052.6 AND R9052.6.1. 2. A5PHALT 5NINGLE5 5NALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER. - FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II OR A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RE51DENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. - FOR ROOF 5LOPE5 OF FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12) OR GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11 OR 45TM D 4569, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. 3. FA5TENER5 FOR 45PHALT 5NINGLE5 5NALL BE GALVANIZED 5TEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 12 rrr PRE ENGINEERED WOOD TRU55 IN5ULATION PER COMMUNITY 5PEC5 AND ENERGY CALC5 HURRICANE ANCHOR AT EACH TRU55 5EE TRU55 LAYOUT ROOFING MATERIAL (5EE NOTE5 ABOVE) ELEVATION VARIE5 � TOP OF MA50NRY METAL DRIP EDGE 2x FA5CIA BOARD WRAPPED IN ALUM 5EE ELEVATION FOR CLARIFICATION VINYL SOFFIT VARIE5 SEE ROOF PLAN SOFFIT AND FASCIA DETAIL N.T.5. s DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, RDMA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAW%EWSC.OM TAMPA • DENVER. EST.1994 It 0 Z� O au +.► o >tnMO 0 o��Ln ( L LL 1Z ` Q V aco z�� w Wo J �o J 0, jR W� za z u?80 U ww J or 0 Q �nzz �a0_j 0 Ce LL 0 OV ILA fLL N co W 0 8Z oN Zo zap Q V gz ui z 03 � � H O Q Q oC P I..L 0 Z LJJ J z Q Q o w z 0 z Lu U z z O z 0 a Lu m Z 0- w o W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DT2 GENERAL 5RICK/5TONE NOTES (WHERE AFFLICA15LE) BRICK/5TONE SHALL BE SELF SUPPORTING, MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. AT MASONRY, USE 6"X6'IX3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP50N TITEN HD ANCHORS 9 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND F.B.G. CRITERIA, OR BY OTHERS, AT FRAME, USE 5"X5"X3/6" STEEL ANGLE W/ 3/6" DIA. X 4" LAG $CREWS a 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND F.B.C. CRITERIA, OR BY OTHERS. BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. VORTEX ENGINEERING, LLC.15 NOT RESPONSIBLE FOR 5RICK/5TONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/5TONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L1600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE. BRICK/STONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASNINGS, WEEPS, CONTROL JOINT$, AND ALL OTHER 5RICK/5TONE CRITERIA I$ BY OTHERS. THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY AND NATURAL STONE, SIMULATED PRODUCTS AND VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. CHEMICAL TERMITE TREATMENT NOTES I. " A PEMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I'-0" FROM BUILDING 51DEWALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEAD$ $HALL NOT BE INSTALLED WITHIN I'-0'I OF THE BUILDING 51DEWALL5. 4. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR 5. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. 6. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED 1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT. 9. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 10. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-Ou 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 961/2 (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 } 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. n^ 101 C � i 1 CONTROL JOINT DETAIL SCALE: N.T.S. 2x4 FRAh WALL 1/2" DRY PLAN VIEW PAPER BACKED METAL LATH 3 COAT STUCCO FINISH (CEMENT PLASTER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATIONS $HALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 STUCCO CONTROL JOINT DETAIL OVER FRAM SCALE: N.T.S. SEAT IN CONCRETE SLAB CONCRETE SLAB STUCCO TRADITIONAL TWO COAT SYSTEM (CEMENT PLASTER) MASONRY WALL STRIKE AND CUT TO A LINE MIN,1" OR 2" MAX. BELOW SLAB SEAT 6 STUCCO TERMINATION ON C.M.U. AT FOUNDATION SCALE: N.T.S. TUCCO ZFRAME CONSTRUCTION 7 LATH 15 REQUIRED TO BE DISCONTINUOUS BEHIND THIS JOINT FRAME CONSTRUCTION MASONRY CONSTRUCTION CEMENT PLASTER (STUCCO) SHEATHING BOARD SELF - FURRING LATH WATER RESISTANT BARRIER (2 LAYERS) LAP OVER WEEP SCREED AND BELOW END OF SHEATHING BOARD 6" SELF ADHESIVE MEMBRANE TAPE TERMINATE THE SELF -FURRING LATH 1/8" -1/4" ABOVE THE GROUND OF THE M.W.W.5. WEEP SCREED CONTROL JOINT STUCCO FINISH A5TM 1063 1.11*1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. SQ. (13.4 M SQJ IN AREA AND NOT MORE THAN AREAS OF 100 FT. 50.(930 M SQ.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (55M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.43 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 2 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.S. WATER RESISTANT BARRIER (CONTINUOUS BEHIND CONTROL JOINT) SELF -FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE STRENGTH ZIP TIE 1/8" NOMINAL CEMENT PLASTER OVER FRAME CONSTRUCTION (STUCCO) -SHEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME SCALE: N.T.S. 7 UKY 1 SCALE: N.T.S. SHEATHING TWO LAYERS WRB 6" STRIP OF 5AF DISCONTINUOUS LATH BEHIND C,J. PER ASTM CI063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE STRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DETAIL SCALE: N.T.5. WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE BARRIER A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: I. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEATHING BOARD - NOTE: 1/8" (3mm) GAP BETWEEN SHEETS OF PLYWOOD AND OSB AT VERTICAL AND HORIZONTAL JOINTS. WATER RESISTANT BARRIER - 2 LAYERS (SEE NOTES ABOVE FOR LAYERING OPTIONS) SELF -FURRING LATH LATH NAILED / STAPLED TO FRAMING MEMBERS MAX. SPACING 6" O.C. CEMENT PLASTER BASE COAT (SCRATCH 4 BROWN) (STUCCO) FINISH COAT TEXTURE COAT DAMS BEWS DESIGN GROVP 150 STATE STREET FAST OLD6MAR, AARmA 346T7 813.925.130o TEL 813 . 92S . 1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER. � ssr: 1994 � O Z ON 0 N I� +� O > M O ra Ln Cu O Ln *I, d LL- � M fY V 0. 00 Q .� wZ w0 J O d- J oZ S peo za zE <¢ w < ge ' ^ Uz_8O v J O O� U J �--I b o W w Q ��o� 8W_o OU W _ N W co ON Q Zz �a z Lu Z Z Z 0 �� I--1 O Q Q 0C r 0w U— 0 UJ a z Q N w Z Z U z Z0 J O Lu z O z Q Lu ° a- w �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT3 COLUMN CONSTRUC' STUCCO (CEMENT PLASTER) LATH 2 LAI WEEP 1 COLUMN AT CONCRETE SLAB SCALE: N.T.S. BARRIER FLASHING NAILING: PII NO 5EALA MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A I/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK THIS GAP. WATER DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT, 6 FIN WINDOW HEAD DETAIL SCALE: N.T.5. CORNER BEAD FASTENED WITH NAILS, SCREWS, OR STAPLES AT 5TUCC( OUTSIDE CORNER INSIDE CORNER NOTE: 2 STUCCO DETAIL AT CORNERS SCALE:NJ5 BEAD OF SILICON CAULK UNDER WINDOW FLANGE SEALANT BITUMINOUS MEMBRANE OR FELT STUCCO BAND EXTERIOR FINISH SILL DETAIL 7 FIN WINDOWS EXT. CASINGS SCALE: N.T.S. BACK CAULK SILL DAM AND 12" UP WALL EACH 51DE STOP FLASHING HERE AINTERIOR PEEL -AND -STICK MEMBRANE 2 LAYERS W.R.B. SHEATHING NOTES: APPLY A NARROW DAM STRIP TO THE ROUGH SILL BEFORE FLASHING WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE 3 SILL FLASHING DETAILS SCALE: N.T.5. EXTERIOR FINISH STUCCO BAND BITUMINOUS MEMBRANE OR FELT STEP 1 INSTALL THE VENT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, TRIM THE HOUSE WRAP A CL05E AS P0551BLE AROUND THE PERIMETER OF THE VENT. SELF ADHESIVE MEMBRANE FLASHING AT DOORS BACK CAULK SILL AND 12" UP WALL EACH 51DE WOOD FRAME 4 FLASHING DOOR THRESHOLD SCALE: N.T.S. STEP 2 FLASH THE VENT U51NG THE SAME METHOD AS WINDOWS. STARTING AT THE BOTTOM FLANGE: CUT THE FLASHING SO THAT IT EXTENDS PAST THE FLANGES BY I" ON BOTH SIDES. NOW APPLY THE FLASHING TO THE SIDES OF THE VENT. REMEMBER TO EXTEND THE FLASHING I" ON BOTH TOP AND BOTTOM. MAKE SURE TO SMOOTH OUT WRINKLES AND AIR BUBBLES. THE USE OF A J-ROLLER 15 OPTIONAL. PREFABDOOR THRESHOLD I DOORMETAL EXTERIOR FORMED "SEAT" IN CONCRETE SLAB ACTS AS PAN FLASHING — • v zSLAB ON GRADE s USE ° PLASTIC SHIMS CONCRETE SLAB UNDER R 5 FLASHING DOOR THRESHOLD SCALE: N.T.S. NOTE: THIS TYPE OF INSTALLATION 15 SUITABLE FOR SEVERAL DIFFERENT PENETRATIONS. ALWAYS USE THE SHINGLING METHOD AND ENSURE A TIGHT SEAL AROUND THE FLANGE/PENETRATION. 8 FRAME WALL FLASHING PENETRATIONS 1 SCALE: N.T.S. STEP 3 THE FINAL STEP IS TO INSTALL THE FLASHING ACROSS THE TOP. EXTEND THE FLASHING OUT AT LEAST I" ON BOTH SIDES. BEWS DESIGN GROVP 150 STATE STREET' EAST OLDSMAR, FLORmA 3l6T7 813.923.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEWS.CAM TAMI'A • DENVEfi. � EST. 1994 � O Z oN 0 M 0 M Ln N .0 IJ LL DC V C.00 z��� w Wo J O d' oZ w� za aQ fF wQ�a r80 �� J �LLI aWW d J a�LLo 8mt© W oV) 0 ZZ r0 z Lu Z z g O v� 3 O Q 0 W u_ LI) V �Lu Q Q �(V W Z 0 Lu z U z zO 0_U w z F- U z a Lu o 0° Z i o In- w m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DAVISDT4 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 HOUSEWRAP OVER — SHEATHING OVER WD STUD WALL STEP 1 INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHII OVER NAILING FLA AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD TEMPORARILY FOLD -UP & SE( HOUSEWRAP (i TUCK FLAP UN AT HEAD FOLD HOUSE IN AT JAMBS SLOPE 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. 5.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 -ADHERING FLASHING OVER WINDOW FIN HEAD EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING STEP 7 TYPICAL WINDOW FLASHING INSTALLATION DETAILS 1" MIN 4LIGN FLASHIN( NI INT. EDGE 0 TILL R.O. MECHANICALLY =ASTEN FANNEC =DGES. (CAP NA STAPLES) PER M INSTRUCTIONS INSTALL 6" WID SELF -ADHERING =LASHING AT SI D(TEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT 4. CONTINUOUS ) BACK OF WIND iE IN LINE W/ SOLES OR SLOT' INSTALL WINE PLUMB, LEVEL SQUARE PER h WRITTEN INSI 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) i SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS DAMS BEWS DESIGN GROUP 150 STATE BEREFT' EASE OLLhSIviAR, I3ARIDA 34677 813. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER �-� EST. 1994 � Te4D11 O Z 0 O O M O n3LLA N O Ln L_ LL Pt a Q U Q� Z � � WZ Wo J O �O d' oZ �5 w� za Q� E� u,a�a ,A Uz�0 J 0 F--1 in W Z i�a0L0 aw,$ 8 Ce l 1 J E N w 0LLI oN Q Zz rU �z w z z g 0 �3 0 Q Q b 0 Ce 0 LU LL 0 �LU z Q�W LU Z U Z Z0 0_U LU Z O z Q UJ 0 Z > rn W � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT5n 1 DOOR HEADER (RE: STRUCTURAL (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 STEP 6 TYPICAL EXTERIOR DOOR TAPIN 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 FAQ EDGES. (CA] STAPLES) PI INSTRUCTR 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 7 \ STEP 8 FLASHING INSTALLATION DETAILS - OUTSWING &FIXED FRENCH DOORS X APPROVED HOUSEWRAP OVER X X X SHEATHING OVER WD STUD WALL X X X X LINE OF DOOR OPENING IX I I I I I 7 CUT HOUSEWRAP X X II I X X I X X XI FOLD HOUSEWRAP IN X X II I I X o AND AROUND JAMBS X X X III � X I IX I X I I I X X III � X XI X I XI X X I I X I X X X X II I X IX I X X X I IIX X � I IX I XI X INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT JAMBS, - FRONT EDGE AND INTERIOR EDGE OF THRESHOLD STEP 1 STEP 2 STEP 3 TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS -INSWING &FIXED FRENCH DOORS 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 V 1 ` r ffmr 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. k x STEP 5 ►l NTS NTS DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 80. 925. 1800 FAX W W W.DAVEBEW&CAM TAMPA • DEIVVER EST.1994 - O Z NO 0 +�-' O > Ln M O M Ln a) L L M a QC U Q 00 Q E Z w Wo J O t�O d' mi oZ �o 5 w° Za �a ' ^ wawa'( �48,0, .J z< 0 ZZW F--1 Q Z o � OUwL.wFL N Z 0 LLJ 8 Lu N Q Z 8 Y � Z w 7 ` Z 0 Ln �3 O b 0 � 0 Z W LL 0 Q Q �W Z Z Lu U z z0 W Z 0V �— (D z 0 ''_' Q Lu 0 m ° Z 0- > W %0m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT5m2 SHEATHING WRAP AND FLASHING: THESE 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.13 WATER -RESISTIVE BARRIERS ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN TO SIMPLY X-GUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP. ASPHALT -SATURATED FELT: COMMONLY AVAILABLE IN TWO WEIGHTS, ASPHALT FELT, OR "BLACK PAPER," 15 MADE FROM CORRUGATED PAPERS MIXED WITH SAWDUST AND AN ASPHALT RESIN. WHEN CH005ING NO. 15 FELT, LOOK FOR MATERIAL RATED A5TM D4869 OR A5TM D226 STANDARD, WHICH ENSURES A WEIGHT OF AT LEAST 11.5 L55. PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE, THE PRIMARY DIFFERENCE IN HOU5EWRAP5 15 WHETHER OR NOT THEY ARE PERFORATED: IJ PERFORATED PRODUCTS ARE MADE FROM A VAPOR -TIGHT PLASTIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO "BREATHE" (ALLOW VAPOR TO PA55 THROUGH). UNFORTUNATELY, THESE HOLES AL50 ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE SIDING 15 PRESSED TIGHT AGAINST IT, THE HOU5EWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY, 2.) NON -PERFORATED HOU5EWRAP5 ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA65 BETWEEN THE FIBERS. THESE GENERALLY PERFORM MUCH BETTER THEN PERORATED PRODUCTS AT RE515TING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK LEACHING: HOU5EWRAP5 ARE 5U5CEPTI5LE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD SIDING MATERIALS, PARTICULARLY CEDAR AND REDWOOD. THI5 CAN BE PREVENTED IN TWO WAYS: I.) INSTALL SIDING ON BATTENS TO CREATE AN AIR GAP, WHICH REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND SIDING 2.) BACK -PRIME ALL WOOD 51DING MATERIALS. THI5 REDUCES LEACHING AND BLOCKS MOISTURE FROM MOVING THROUGH THE 51DING AND BLISTERING THE FINISH. INSTALLING SHEATHING WRAP: THE PRIMARY PURPOSE OF HOUSE WRAP 15 TO STOP WATER AIR -SEALING AND VAPOR CONTROL ARE SECONDARY. I.) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF SIDING 15 USED. 2.) THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK OF SMALL PIECES. REVIEW FLASHING DETAILS, AS 50ME FLA5HING5 (SUCH AS TH05E AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH SHEATHING WRAP. 3.) LAP UNDER COURSES OF HOU5EWRAP OVER LOWER COURSES 4 INCH AND LAP VERTICAL 5EAM512 INCHES. CODE REQUIRES A HORIZONTAL LAP OF 6 INCHES. 4.) DO NOT X-CUT SHEATHING WRAP AT OPENINGS. INSTEAD, I -CUT THE SHEATHING WRAP, RUNNING THE KNIFE ALONG THE ROUGH OPENING AT THE HEAD OF THE SILL, AND THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING, 5.) IF THE WALLS ARE LAPPED WHILE THEY ARE LYING ON THE DECK BEFORE STANDING THEM UP, BE SURE TO ADD A COURSE OF SHEATHING WRAP TO COVER THE RIM JOIST. REMEMBER, THI5 COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT. 6.) ALWAYS WRAP GABLE ENDS. THI5 PART OF A HOUSE SEES A LOT OF EXPOSURE TO WIND -DRIVEN WATER 1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG INSIDE AND OUTSIDE HOUSE CORNERS, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 3(o-IN. WIDE ASPHALT FELT) ON EACH WALL. 8J CONTROL 5PLA5HBACK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING 51DING AT LEAST 8INCHES AB OVE GRADE. AT DECKS AND STOOPS WHERE 5PLA5HBACK MAY BE APROBLEM, USE A WIDE PEEL -AN - TI K FLASHING M MEMBRA NE. MAKE SURE THE MEMBRANE LAPS UNDER THE SHEATHING WRAP ABOVE IT, 9J ALL FLASHING (FOR WINDOWS, DOORS, DECK LEDGERS, ELECTRICAL FIXTURES, VENT, PIPES, AND CANTILEVERED BEAMS) MUST LAP UNDER THE SHEATHING WRAP ABOVE IT, DO NOT RELY ON TAPE TO SEAL THE FLASHING. TAPING HOUSE WRAP: MANUFACTURES OF PLASTIC HOU5EWRAP RECOMMENDED TAPING ALL SEAMS TO BLOCK AIR LEAKAGE THROUGH WALLS. TAPE SHOULD BE TYPE RECOMMENDED BY "SINGLE SOURCE" SYSTEM. SOME TAPE 15 USEFUL FOR STOPPING WATER LEAKS BY REPAIRING RIPS (PARTICULARLY TEARS AROUND STAPLES) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE SIDING 15 IN PLACE, DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE STICKINESS OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOU5EWRAP AND FL45HING5 UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5CREED5 AND CONTROL JOINTS CONTINUED: FINI5N-COAT THICKNESS: APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: ALL STUCCO 5Y5TEM5 APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FINISH COAT 15 ONLY ABOUT 1/6 INCH THICK IT APPLY TO CLEAN DRY SURFACES. APPLICATION VENT PIPES ON WOOD AND ASPHALT ROOFS ARE SUBSTRATES SHALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD SHOULD BE APPLIED AS EVENLY AS P05515LE TO TEMPERATURE: 40 DEGREES TO 80 DEGREES, PREPARE USUALLY FLASHED U51NG A PRE A55EMBLED METAL PAN FRAMING AND A BLOCK WALL. ENSURE UNIFORM DRYING, THE SURFACE U51NG THE FOLLOWING STRATEGIES: WITH A RUBBER BOOT. ORDER THE UNIT ACCORDING TO SHEATHING WRAP FOR STUCCO: ON TALL WALLS AND LONG RUNS, APPLIED VERTICALLY SCRAPE, CHIP, OR BRUSH WITH A STIFF -BRISTLE BRUSH, THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR SLATE OR HORIZONTALLY TO BREAK UP WALL AREAS INTO AND DUST THE INSIDE OF THE JOINT, OR BLOW IT OUT WITH AND TILE ROOFS A MALLEABLE LEAD JACKET WILL LAST ALL STUCCO SYSTEMS REQUIRE SHEATHING WRAP - THE SMALLER SECTIONS (LESS THAN IS FEET). MIX PROPORTIONS: COMPRESSED AIR LONGER PREFERRED WAY 15 DOUBLE LAYERS OF HOUSE WRAP SIMILARLY, CA51NG BEAD AND CORNER BEAD HELP TO WIPE THE 5UIZ-ACE WITH A STRONG SOLVENT, SUCH AS UNDER SELF -FURRED LATH. PAPER BACKED LATH CREATE EXPANSION JOINTS AT CRITICAL INTERSECTIONS: INCON515TENT MIXING WILL RESULT IN OBVIOUS ACETONE OR METHYL ETHYL KETONE. THESE SOLVENTS FLEXIBLE FLASHING MATERIALS: COULD BE USED AS THE SECOND LAYER OUTSIDE CORNERS ARE BEST DETAILED WITH COINER DIFFERENCES IN AND STRENGTH WHICH EVAPORATE WATER AND D155OLVE GREASY 5UB5TANCE5 PAPER -BACKED LATH SHOULD NOT BE CONSIDERED A BEAD. CAN CAUSE THE BATCHES BATCH TO FAIL, FAIL. MAKE EVERY THAT CAN RETARD ADHESION. FLEXIBLE FLASHING- SELF -ADHERING BITUMINOUS SUBSTITUTE FOR WELL -DETAILED SHEATHING WRAP. 5 COAEFFORT TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS TOOL EVERY CAULK JOINT. THE BEST TOOL 15 A STEEL TAPE -SHOULD BE USED TO FLASH ALL OF THE FOLLOWING: LAP LOWER COURSES OF SHEATHING WRAP UNDER UPPER IN51DE CORNERS SHOULD BE FLASHED WITH TWO LAYERS CONSISTENT. SPATULA THAT 15 SLIGHTLY SMALLER THAN THE WIDTH OF EXTERIOR DOOR SILLS: DECK LEDGERS: INSIDE AND OUTSIDE COURSES SO WATER WILL DRAIN DOWN AND OUT, AND OF SHEATHING WRAP OR FLEXIBLE FLASHING, AND THEN MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE CORNERS OF WALL SHEATHING: STUCCO SHELVES AND FLASH ALL OPENINGS, FOLLOWING THE FLASHING CA51NG BEAD SHOULD BE APPLIED VERTICALLY TO ADDITION OF THE LAST INGREDIENTS. WITHOUT SQUEEZE -OUT ON THE SIDES. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL GUIDELINES PER THE 6th EDITION (2011) FLORIDA CREATE AN EXPAN51ON JOINT, WHILE THE FLASHING CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA SUBJECT TO 5PLA5HBACK BUILDING CODE -RESIDENTIAL. SERVES AS THE MOST IMPORTANT WATER SEALING SMALLER THAN THE 51ZE OF THE JOINT. PROTECTION, THE JOINT BETWEEN THE TWO CASING BEADS CURING AND TIME BETWEEN STUCCO COATS: IN COLD WEATHER, KEEP THE CAULK WARM, AL50 IT MAY FLEXIBLE FLA5HING5 COME IN SEVERAL VARIETIES, INCLUDING SHOULD HAVE BACKER ROD AND CAULKED WITH BE NECESSARY TO HEAT THE SURFACE WITH A HEAT GUN. "PEEL -AND STICK" PRODUCTS, AS WELL AS NON-STICK INSTALLATION: HIGH -QUALITY URETHANE SEALANT, AS A FIRST LINE OF PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR TAKE CARE TO NOT STRIP THE PAINT OF START A FIRE. PRODUCTS. WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE DEFENSE. BY M015T OR FOG CURING TO PERMIT CONTINUOUS VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WRB TO HYDRATION OF THE CEMENTITIOUS MATERIALS. THE M05T ROOFING: FLASHING: RUBBERIZED FLA5HING5: WRB AND LATH TO FLANGE. LATH SHALL BE APPLIED WITH APPLY CASING BEAD (ALSO CALLED "J" BEAD) AT THE EFFECTIVE PROCEDURE FOR CURING AND TIME BETWEEN THE LONG DIMENSION AT RIGHT ANGLES TO THE SUPPORTS, JOINT BETWEEN ANY DISSIMILAR MATERIALS - AROUND COATS WILL DEPEND ON CLIMATIC AND JOB CONDITIONS. LENGTH. SELF-ADHESIVE, RUBBERIZED ARE MADE FROM THE SAME UNLE55 OTHERWISE SPECIFIED. WINDOW FLANGES, WHERE STUCCO MEETS A BRICK MATERIALS AS THE EAVES MEMBRANES USED TO PREVENT ICE LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS CHIMNEY, OR AT THE TOP OF A WALL WHERE STUCCO SUFFICIENT TIME BETWEEN COATS SHALL BE ALLOWED TO TO AVOID EXCE551VE EXPANSION AND CONTRACTION, DAM LEAKS. TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN. BUT SHALL BE STOPPED AND TIED AT EACH SIDE. LATH MEETS A SOFFIT OR FRIEZE BOARD. USE CONTROL JOINT PERMIT EACH COAT TO CURE OR DEVELOP ENOUGH USE 8 FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM, WIDE (BUT SOMETIMES AVAILABLE UP TO 3(o IN. WIDE), THESE SHALL BE ATTACHED TO FRAMING MEMBERS WITH OR EXPANSION JOINT AT MA50NRY/FRAME WALL RIGIDITY TO RESIST CRACKING OR OTHER PHY51CAL FOR VALLEY FLASHING. AVOID U51NG ALUMINUM, WHICH FLEXIBLE FLA5HING5 CAN BE APPLIED DIRECTLY TO THE ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON CONNECTIONS. DAMAGE WHEN THE NEXT COAT 15 APPLIED. EXPANDS AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG A$ THE SURFACE 15 WARM AND CENTERS ALONG SUPPORTS. LAP SECTIONS 8 INCHES MINIMUM. RELATIVELY CLEAN. FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL FRAMED EXTERIOR WALLS, BELOW THE TEXTURED FINISH OVER MASONRY: (STUCCO FINISH) THE TIMING BETWEEN GOATS WILL VARY WITH CLIMATIC CONDITIONS AND TYPES OF PLASTER BASE. VALLEY CENTERLINE: THICKNESS VARIES FROM 25- TO 60-MIL5. THE THINNER THE FLOOR LINE. WHERE WALL 15 SUPPORTED BY A FLOOR OR TEXTURED FINISH SYSTEMS APPLIED IN ACCORDANCE RED TEMPERATURE AND RELATIVE HUMIDITY EXTEND OR MATERIAL, THE EASIER IT CAN BE FOLDED AND TUCKED FOUNDATION. GROUND OF DEEP SCREED SHOULD MIN. I" WITH FI 926 AND C 1063. REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS. WHEN A STEEP ROOF INTERSECTS A SHALLOW ONE, WATER BENEATH SIDING, BUT AL50 THE EA51ER IT WILL TEAR AND OR MAX. 2" BELOW FF.E.. COLD OR WET WEATHER LENGTHENS AND HOT OR DRY CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT DEGRADE IN THE SUNLIGHT. EXTERIOR PLASTER: WEATHER 5HORTEN5 THE TIME PERIOD. MODERATE THE VALLEY AND RUN UP BENEATH THE SHINGLES ON THE LATH ATTACHMENT: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN SHALLOW ONE. ROOFS LIKE THI5 NEED A VALLEY CLIMATE CAUTIONS: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.12 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING FLASHING WITH A CRIMPED CENTERLINE. THE STEEPER SECTION R103.1.i LATH MATERIALS DURING GOLD WEATHER AND BY REDUCING THE ROOF THE MORE CRITICAL THE CRIMP WILL BE, IN WARM TEMPERATURES, WHEN RUBBERIZED ASPHALT IS THE RESISTANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE ABSORPTION OF THE BASE BY PRE -WETTING DURING STICKIEST, IT 15 NEARLY IMP0551BLE TO REPOSITION IT ONCE I. SIDE LAPS OF METAL PLASTER BASES SHALL BE WIRE TIED. PLASTER HAS BEEN ADEQUATELY DEN51FIED DURING HOT OR DRY WEATHER EDGE TREATMENTS: THE FLASHING HAS TOUCHED THE 5UIFACE. MAKE SURE TO THEY SHALL BE ATTACHED BETWEEN SUPPORTS AT INTERVALS APPLICATION AND PROPERLY CURED. PLASTER SHALL DRY -FIT BEFORE PULLING THE RELEASE PAPER IT 15 AL50 NOT MORE THAN 9 INCHES. NOT, HOWEVER, BE CONSIDERED TO BE "WATERPROOF". IN ORDER TO PROVIDE MORE INTIMATE CONTACT AND LIKE ALL ROOF FLASHING, VALLEY FLASHING SHOULD VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 STICKY. PREFABRICATED CONTROL JOINT MEMBERS SHALL BE BOND BETWEEN COATS AND TO REDUCE RAPID WATER HAVE HEMMED EDGES. NOT ONLY DO THESE SHED WATER 2. EXPANDED METAL LATH SHALL BE LAPPED% INCHES (12.1 mm) INSTALLED PRIOR TO THE APPLICATION OF PLASTER LOSS, THE SECOND COAT SHOULD BE APPLIED AS 50ON MORE EFFECTIVELY, BUT HOLDING THE SHINGLE AWAY IN HOT TEMPERATURES, RUBBERIZED ASPHALT TENDS TO OOZE, MIN. AT THE SIDES. LAP METAL LATH I INCH (25 mm) AT ENDS. THE CREATION OF A GROOVE OR CUT IN PLASTER SHALL AS THE FIRST COAT 15 SUFFICIENTLY RIGID TO RESIST FROM THE FLASHING, THEY PREVENT CAPILLARY SUCTION MAKING IT ME55Y TO HANDLE, IN SUNBELT AREAS (OR WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE NOT BE CONSIDERED A CONTROL OR EXPAN51ON JOINT. CRACKING, THE PRESSURES OF THE SECOND COAT FROM DRAWING THE WATER UP UNDER THE SHINGLE. WHEREVER SURFACE TEMPERATURES MAY EXCEED IffF), AVOID ENDS OF THE SHEETS OF ALL METAL PLASTER BA5E5 SHALL BE APPLICATION, AND THE LEVELING PROCESS. U51NG WITH METAL FLA5HING5; THE FLA5HING5 WILL COOK AND LACED OR WIRE TIED, RIDGE TREATMENT: THE ASPHAULT SOON DRIES OUT. STUCCO,. (THREE COAT) THE AMOUNT OF WATER AND THE TIMING FOR CURING 3. WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE PORTLAND CEMENT PLASTER WILL VARY WITH THE VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED IN COLD WEATHER, SELF-ADHEREING FLA5HING5 OFTEN DON'T VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WRB TO WRB TRADITIONAL THREE -GOAT STUCCO CON515T5 OF THREE CLIMATIC CONDITIONS, THE TYPE OF BASE, AND USE OR TO ONE ANOTHER HOWEVER THI5 CONNECTION MAY STICK WELL. CHECK THE MANUFACTURER'S MINIMUM APPLICATION AND LATH TO FLANGE. SEPARATE LAYERS OF CEMENT PLASTER MATERIALS: NON USE OF WATER -RETENTIVE ADMIXTURES. BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE. SOME STICK IN TEMPERATURES BELOW 25° F, BUT A TROWEL -APPLIED SCRATCH COAT, WHICH IS APPLIED CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE MOST REQUIRE SURFACE TEMPERATURES OF 40°F OR GREATER 4. BACKING SHALL BE LAPPED NOT LE55 THAN 2 INCHES (50 mm). OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR SOME MOISTURE MUST BE RETAINED IN OR ADDED BACK CONNECTION AT THE RIDGE WITH A MOLDABLE PIECE OF ON WALLS, THE BACKING SHALL BE LAPPED 50 WATER WILL THE NEXT COAT: A SAND -FINISHED BROWN COAT, WHICH TO FRESHLY APPLIED PORTLAND CEMENT -BASED LEAD FLASHING. COMPATIBILITY: FLOW TO THE EXTERIOR BACKING SHALL NOT BE PLACED KEYS INTO THE SCRATCH COAT: AND A FINISH, OR COLOR PLASTER IF THE RELATIVE HUMIDITY IS RELATIVELY HIGH BETWEEN PLASTER BASE (LATH) AND FLANGES OF COAT. (ABOVE 15 %), THE FREQUENCY FOR RE -WETTING A FASTENER: DO NOT USE RUBBERIZED ASPHALT AND BUTYL TAPES ACCESSORIES. METAL LATH TO METAL FLANGE CONTACT SHALL THE FIRST TWO COATS OF A THREE COAT SYSTEM ARE 5UR-ACE MAY BE REDUCED. IF IT 15 HOT, DRY, AND TOGETHER ON CONCRETE, MASONRY, OR 058, RUBBERIZED BE REQUIRED TO ENSURE THAT FLANGES ARE MECHANICALLY MADE OF A 51TE-MIXED CEMENT PLASTER EACH BATCH WINDYTHE FREQUENCY OF RE -WETTING MUST 8E , METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLA5HING5 MAY NOT STICK WELL UNLE55 A PRIMER 15 APPLIED, LOCKED TOGETHER CONTAINS MEASURED AMOUNTS OF STUCCO CEMENT, INCREASED. AT 2 FEET ON CENTER CLEATS ARE BETTER; THEY WILL ON THESE 5URFACE5, A BUTYL FLASHING WORKS BETTER SAND AND POTABLE WATER NOT BECOME FATIGUED AND SHEAR WHEN THE METAL 5, SPACING OF ATTACHMENTS FOR METAL PLASTER BASES - ?0 HELP REDUCE THE CRACKING THAT IS CONSIDER THE PHY51CAL CHARACTERI5TIC5 OF THE EXPANDS AND CONTRACTS. POLY VS. FOIL: RUBBERIZED FLA5HING5 TYPICALLY COME WITH ATTACHMENTS FOR SECURING METAL PLASTER BASES TO COMMON WITH STUCCO, THE BASE MIX CAN BE MODIFIED STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED WHEN USING NAILS, PLACE THEM AT LEAST 5 INCHES AWAY A POLYETHYLENE OR FOIL COVERING TO PROTECT THEM FROM FRAMING MEMBERS SHALL BE SPACED NOT MORE THAN 6 WITH LIQUID POLYMER ADDITIVES, WHICH INCREASE CONDITION5 WHEN SELECTING THE METHOD OF CURING. FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY -COVERED PRODUCTS NEED TO BE COVERED INCHES O.G. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITH CHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE FROM SUNLIGHT WITHIN 30 TO 90 DAY5- FOIL -COVERED TAPES AND FLAT RIB LATHS AND AT EACH RIB FOR % INCH (9.5 mm) FIBERGLA55 FOR REINFORCEMENT. FOLLOWING: VALLEY TREATMENT: HAVE NO EXACT EXPOSURE LIMITATIONS BUT EVENTUALLY WILL RIB LATH. DRY OUT AND BECOME BRITTLE, ANY SHIFT IN SURFACE(1)M015T lCURING IS ACCOMPL15HEp BY APPLYING A FINE METAL VALLEYS SHOULD BE FABRICATED FROM NO LE55 MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND 6.LATH SHALL BE APPLIED WITH THE LONG DIMENSION AT RIGHT SCRATCH COAT: FOG SPRAY OF WATER AS FREQUENTLY AS REQUIRED, THAN N0.28-GAUGE CORROSION SHEET METAL. FAILS OR THE MEMBRANE CRACKS. ANGLES TO THE SUPPORTS, UNLE55 OTHERWISE SPECIFIED. GENERALLY TWICE DAILY IN THE MORNING ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT THE SCRATCH COAT IS APPLIED DIRECTLY r0 A CLEAN AND EVENING. CARE MUST BE EXERCISED TO AVOID LEAS? 8 INCHES ON EITHER SIDE OF THE CENTERLINE. EXPOSED APPLICATIONS: IN PERMANENTLY EXPOSED 1. ENDS OF ADJOINING PLASTER BASES SHALL BE STAGGERED. BLOCK WALL OR, ON WOOD STRUCTURES OVER W1RB AND EROSION DAMAGE TO PORTLAND CEMENT -BASED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN GALVANIZED METAL LATH. A METAL SCARIFING TOOL IS PLASTER SURFACES. 10 INCHES EACH SIDE OF CENTERLINE. INEXPENSIVE FLEXIBLE FLASHING MATERIAL. THE DRAWBACK WEEP SCREEDS AND CONTROL JOINTS: USED CREATE "SCRATCH" LINES IN THE STILL WET SURFACE. THE FURROWS CREATE A ROUGH SURFACE INTO l2) PLASTIC FILM, WHEN TAPED OR WEIGHTED DOWN SLATE, TILE, AND WOOD SHAKES, A VALLEY MUST EXTEND WITH EPDM TAPE 15 THAT IT'S EXPENSIVE, AS WELL AS QUITE WHICH THE BROWN COAT CAN KEY FOR A GOOD BOND. AROUND THE PERIMETER OF THE PLASTERED AREA, CAN II INCHES EACH SIDE OF CENTERLINE. THICK ( ABOUT 10-MIL.), MAKING IT AWKWARD TO FOLD INTO SMALL AREAS. A WEEP SCREED AT THE BOTTOM OF THE WALL AND SCRATCHING SHOULD ALWAYS BE HORIZONTAL AND PROVIDE A VAPOR BARRIER TO RETAIN THE MOISTURE SECTION OF ROOF FLASHING MUST HAVE AN END LAP OF OVER OPENINGS SERVES TWO IMPORTANT PURPOSES - IT PROVIDES A SCREED THAT HELPS ENSURE UNIFORM SHOULD BE 1/4 INCH DEEP, BETWEEN THE MEMBRANE AND PLASTER CARE MUST BE EXERCISED IN PLACING THE FILM: IF TOO SOON, THE FILM AT LEAST 4 INCHES FOR WOOD SHINGLES AND SHAKES, BUTYL RUBBER FLASHINGS: COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER SCRATCH -COAT THICKNE55: MAY DAMAGE SURFACE TEXTURE: IF TOO LATE, THE AND AT LEAST 6 INCHES FOR SLATE AND TILE ROOFS. DO NOT USE BUTYL FLASHING NEAR ANY ASPHALT -BASED THAT LEAKS INTO THE WALL TO ESCAPE. MOISTURE MAY HAVE ALREADY ESCAPED. PRODUCTS. THE BUTYL AND THE ASPHALT PRODUCTS THE SCRATCH COAT SHOULD BE APPROXIMATELY 3/5 FRONT WALL FLASHING: WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION. FOUNDATION WEEP SCREED AT FRAME WALLS: INCH TO I/2 INCH THICK - THICK ENOUGH TO JUST COVER (3) CANVAS, CLOTH, OR SHEET MATERIAL BARRIERS CAN THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: THE WIRE, BE ERECTED TO DEFLECT SUNLIGHT AND WIND, BOTH OF INSTALL UP THE ROOF UNTIL YOU REACH THE BASE OF NONSTICK FLA5HING5: 5ECTION R103.12.1 WEEP SCREEDS WHICH WILL REDUCE THE RATE OF EVAPORATION. IF THE THE VERTICAL WALL. ADJUST THE EXPOSURE OF THE LAST BROWN COAT: HUMIDITY IS VERY LOW, THI5 OPTION ALONE MAY NOT FEW COURSES, IF NECESSARY, SO THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA5HING5 ARE SELF -ADHERING. SOME MUST ACCESSORY USED TO TERMINATE PORTLAND CEMENT BASED PROVIDE ADEQUATE PROTECTION. LEAST 8 INCHES WIDE, BE SECURED WITH STAPLES OR ROOFING NAILS. WHILE STUCCO AT THE BOTTOM OF EXTERIOR WALLS. THI5 ACCESSORY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE GUT AND BEND A CONTINUOUS METAL FLASHING STRIP GENERALLY THINNER AND THE QUICKEST WAY TO DETERIORATE SHALL HAVE A SLOPED GROUND OR SCREED FLANGE TO OTHER CEMENT STUCCO), 15 A SMOOTH COAT, USUALLY PAINTING STUCCO: THAT EXTENDS AT LEAST 5 INCHES UP THE VERTICAL IN SUNLIGHT, THESE ARE OFTEN THE BEST CHOICE FOR APPLYING FACILITATE THE REMOVAL OF MOISTURE FROM THE WALL CAVITY "RODDED" WITH STRAIGHT EDGES AND WOODEN FLOATS. WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE BENEATH SIDING AND TRIM IN CON515TENTLY GOLD AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 31/2 IT 15 APPLIED AS 50ON AS THE SCRATCH COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT COURSE, TEMPERATURES, OR WHEN THE SURFACE 15 ROUGH AND INCHES LONG. REACHES SUFFICIENT RIGIDITY TO CARRY THE BROWN 30 DAYS TO CURE BEFORE PAINTING, DEPENDING ON THE WHEN INSTALLING THE METAL FLASHING STRIP OVER THE DIRTY -FACTORS THAT CAN DIMINISH THE BOND OF INSTALLATION OF EXTERIOR LATH AND FRAMING SHALL COMPLY COAT. TH1515 USUALLY AT "THUMB PRINT HAIRD" AND WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL PEEL-AND-5TIGK FLA5HING5. COVER NONSTICK FLASHING AS WITH THE APPLICATION REQUIREMENTS OF A5TM C 1063. CAN BE DONE ON THE SAME DAY. BEST WAY TO DETERMINE PAINT READINESS. PAINT IT TO THE ROOF ONLY. SOON AS P05515LE TO PROTECT IT FROM SUNLIGHT. MANUR HAVE A MAX. PH LEVEL (APPROX.10). DO NOT NAIL THE FLASHING STRIP TO THE WALL. STUCCO CONTROL JOINTS: BROWN COAT THICKNESS: EXISTING STUCCO SURFACES SHOULD BE POWER -WASHED APPLY AN ADDITIONAL ROW OF SHINGLES - TRIMMED TO DRAINAGE PLANE: AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING. THE WIDTH OF THE FLASHING - OVER THE FLASHING AND CONTROL JOINTS ALLOW FOR THE THERMAL EXPAN51ON THE BROWN COAT 15 COMP05ED OF SLIGHTLY MORE DO NOT USE A WATER BLASTER, AS THE PRESSURE CAN EMBEDDED IN ASPHALT PLASTIC ROOFING CEMENT. AN AIR SPACE BEHIND THE SIDING (1/4-TO 3/8 INCHES IS AND CONTRACTION OF THE PLASTER MEMBRANE. CONTROL JOINT SHOULD BE APPLIED OVER THE METAL SAND THAN THE SCRATCH COAT MIXTURE, AND DO SEVERE DAMAGE TO THE STUCCO. STUCCO SHOULD BE PAINTED ONLY WITH ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACKSIDE OF LATH AT EITHER A MAXIMUM D15TANCE OF IS LINEAR FEET THEREFORE IT 15 MORE MANAGEABLE BUT SLIGHTLY WEAKER IT SHOULD BE APPLIED 1/4 TO 3/8 INCH THICK ACRYLIC -BASED PAINT5 WITH ADEQUATE VAPOR 51DEWALL FLASHING: SIDING TO DRY. OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO SURFACE. APPLY THE BROWN COAT EVENLY AS POSSIBLE. AN TRANSMISSION CHARACTERISTICS, AS THESE PREVENT UNEVEN BROWN COAT CAN LEAD TO AN INCONSISTENT NEW MOISTURE -RELATED PROBLEMS WITHIN THE HOUSE. SHINGLE ROOFS (ASPHALT, SLATE, OR WOOD) THAT BUTT WELL DRAINED WALL SYSTEMS: THE DEPTH OF THE GROUND OF THE CONTROL JOINT THICKNESS IN THE FINISH COAT, CAUSING SOME AREAS OF CONTROL JOINT BACKER ROD: AGAINST VERTICAL WALLS ARE BEST PROTECTED BY SHOULD BE DESIGNED TO FINISH FLUSH WITH THAT OF THE THE FINISH COAT TO DRY BEFORE OTHERS. THE RESULTS METAL STEP FLASHING PLACED OVER THE END OF EACH DIFFERENT SIDINGS CALL FOR DIFFERENT DRAINAGE DETAILS. WEEP SCREEDS AND PLA5TER5TOP5. 15 A SPLOTCHY OR 'MOTTLED" COLOR COAT AND BACKER ROD SHOULD BE USED TO FILL LARGE GAPS SHINGLE COURSE. TYPICAL DETAILS FOR WELL -DRAINING WALLS ARE SHOWN FOR LATH SHALL BE DISCONTINUED BEHIND THE CONTROL EXCESSIVE HAIRLINE CRACKING. AND CONTROL THE DEPTH. M05T BACKER ROD5 TODAY GUT STEP FLASHING PIECES TO BE 10 INCHES LONG AND 2 DIFFERENT TYPES OF 51DING: JOINT. ARE MADE OF FOAM AND COME IN DIAMETERS FROM If4 INCHES WIDER THAN THE SHINGLE EXP05URE E.G.1 BOARD SIDING, SHAKE AND SHINGLE SIDING AND VINYL SIDING. FINISHED COAT: INCH TO 2 INCH AND UP. CH005E A BACKER ROD THAT IS JUST A LITTLE LARGER THAN THE JOINT 50 IT WILL STAY INCHES FOR ROOF SHINGLES WITH A 5 INCH EXPOSURE, IN EACH CASE, AN AIR SPACE MUST BE CREATED BEHIND THE OVER THE RIM JOIST AT THE INTERSECTION BETWEEN AFTER THE CURING PERIOD, A FINISH COAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER SIDING AND AN EXIT PROVIDED FOR THE WATER 70 DRAIN OUT. FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED. THE SEALANT. THE ROOF DECK AND 5 INCHES UP THE WALL SURFACE. JOIST. FLASHING DETAILS: I.) NEVER RELY ON THE STICKINESS OF PEEL -AND -STICK FLA5HING5 FOR SHEATHING: THE BOND IS UNLIKELY TO LAST OVER THE LIFE -SPAN OF THE HOUSE. 2.) ALWAYS LAP FLASHING UNDER THE SHEATHING WRAP ABOVE. FLASHING WINDOWS: DO NOT X-CUT SHEATHING WRAP AT OPENINGS. INSTEAD I -CUT THE SHEATHING WRAP, RUNNING THE KNIFE HORIZONTALLY ALONG THE ROUGH OPENING AT THE HEAD OF THE SILL, THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING. THI5 WAY, THE WINDOW FLANGE CAN BE SLIPPED UNDER THE SHEATHING WRAP WHEN INSTALLING THE WINDOW. SILL DETAILS: INSTALL A BEVELED CANT STRIP OR NARROW DAM STRIP TO THE ROUGH OPENING SILL, THEN WRAP THE SILL WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE. MAKE SURE TH15 MEMBRANE DRAPES OVER THE SHEATHING WRAP BELOW, ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FLASHING MATERIALS. ITS NOT ENOUGH TO WRAP A HOUSE, AND THEN SIMPLY X-GUT THE OPENINGS AND FOLD THE FLAP5 INSIDE, FOLLOW THE GUIDELINES FROM THE DETAIL 5HEET5 WHEN INSTALLING ANY SHEATHING WRAP, WINDOW AND DOOR SPLINES: WINDOWS AND DOORS SHOULD BE FLASHED WITH FELT PAPER OR FLEXIBLE FLASHING SPLINES. THE SPLINES SHOULD BE INSTALLED AFTER THE SILL FLASHING, AND THE SHEATHING WRAP SHOULD GO ON AFTERWARDS OR BE SLIT SO IT LAPS OVER THE SPLINES. FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING. THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, LEAVE A 1/4-IN. GAP BETWEEN THE SIDING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK THI5 GAP: OTHERWISE, WATER THAT RUNS BEHIND THE 51DING ABOVE WON'T HAVE A PLACE TO DRAIN. IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW IS INSTALLED, SLIT THE WRAP AND ADD HEAD FLASHING. UNFLANGED WINDOWS WILL NEED A ADDITIONAL METAL Z-FLASHING ABOVE THE HEAD CA51NG OR BRICK MOLD. MAKE SURE THI5 Z-FLASHING LAPS UNDERNEATH THE SHEATHING WRAP. MULLED WINDOWS AND WINDOW WALLS MUST HAVE A CONTINUOUS HEAD FLASHING: THE MANUFACTURER'S MULLION COVER WILL NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNITS FROM ABOVE. ROUND -TOP WINDOWS SHOULD BE FLASHED WITH PEEL -AND -STICK FLEXIBLE FLASHING. SLIT THE SHEATHING 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. FLASHING DOORS: OVER WOOD FLOORS, DOOR THRESHOLDS SHOULD BE FLASHED WITH A METAL PAN OR Z-FLASHING, 5LA55 SHOULD BE FORMED WITH A "SEAT" TO HOLD THE THRESHOLD. FLASHING LEDGERS AND BEAMS: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLASHING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL STOCK SLIPS UNDER THE SHEATHING WRAP ABOVE THE LEDGER, AND DRAPES OVER THE SHEATHING WRAP BELOW THE LEDGER ALTERNATIVELY, BUILD A DECK COMPLETELY FREE-STANDING FROM THE WALL, OR INSERT SPACERS BETWEEN THE LEDGER BOARD AND THE WALL, SO IT STANDS OUT AND ALLOWS WATER TO DRAIN FREELY, CANTILEVERED DECK OR BALCONY J015T5 THAT PROTECT THROUGH THE WALL FRAMING ARE TROUBLE SPOTS. FLASH WITH TWO-PIECE FLASHING MEMBRANE. FLASHING WALL PENETRATIONS: ELECTRICAL FIXTURES: INSTALL ELECTRICAL BOXES AND LIGHTING FIXTURES ON HEMMED METAL FLASHING5 PLATE, DO NOT TAPE THE PLATE OVER THE SHEATHING WRAP± SLIT THE SHEATHING WRAP AND TUCK IT BENEATH, MECHANICAL PENETRATIONS: GAS LINE, CONDUIT, WATER SPIGOTS, AND SMALL PENETRATIONS SHOULD BE FLASHED WITH TWO-PIECE METAL FLASHING PLATE. SEAL THE TWO PLATES WITH "LOW MODULES" URETHANE CAULK 51DEWALL FLASHING: BECAUSE OF THE VOLUME OF WATER THAT CAN POUR DOWN A SLOPED ROOF, ONE OF THE MOST CRITICAL FLASHING DETAILS OCCURS WHERE A ROOF INTERSECTS A 51DEWALL. THE ROOF SHOULD BE FLASHED WITH A STEP FLASHING, WHERE THE ROOF TERMINATES, INSTALL A KICK -OUT TO DEFLECT WATER AWAY FROM THE SIDING. THOUGH NOT ALWAYS P0551BLE IN THE SCHEDULE, IT'5 BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE 5UEFA5CIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST o�.osMn�, rzoRron �a� 813 . 9'25.1300 TET. 813.925.1800 FAX W W W.DAV4SBEWS,COM TAMPA • DIIWER. -�� EST. 1994 ��-�> ra- 0 z N >(!!MO cn 0 w Ln L LL Q \ V a� z��� w Wo J O l0 d- A oz �o W za u,aa op 0 8 �x J u z Q N 2wz �o-'w a�u-0 ocor© W o(Lu n Q z z o �W z z O �3 i--RI Qa b z J W U- V) W DC Q Z Q N W z uj z () z z O J u..i z O U O z Q L co z g w k m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT6 BASE FLAE 6" MIN. OVE PANEL TAPE SEAL METAL ROC ROOF FELT NOTE_ USE A TWO-PIECE METAL FLASHING TO ACCOMMODATE THE DIFFERENTIAL MOVEMENT BETWEEN WALLS (OR CHIMNEYS, SKYLIGHTS, AND ROOF HATCHES) AND METAL ROOF PANELS. FASTEN THE BASE FLASHING TO THE ROOF PANEL, BUT NOT TO THE COUNTERFLASHING. 1 SLOPE ROOF WALL DETAIL SCALE: N.T.S. ra��_ =wlvIrf=s_ MAorn_ Ili AF (IF l r%1l/KI - I-ITVYIVC I IIM SLOPE PER CODE 5 [VALLEY I CRICKET DETAIL SCALE: N.T.S. UNDERLAYMENT SHINGLE CUT TO FIT O OVER PIPE AND SET IN O O Ii ASPHALT PLASTIC CEMENT O O VENT PIPE O O O O � o BEAD OF ASPHAL < PLASTIC CEMENT BETWEEN PIPE <AND FLANGE \ PREFROMED FLANGEPLACED OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT -> NOTE: - \ VENT PIPES ARE SEALED WITH A NEOPRENE BOOT AND A METAL BASE THAT IS WOVEN INTO THE ROOF SHINGLES 2 VENT PIPE FLASHING SCALE: N.T.S. SHEATHING WRB HOUSE WRAP 5"x511 DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE M HOUSE WRAP 6 KICKOUT FLASHING DETAIL - FRAME 1 SCALE: N.T.S. UPPER AND SIDE SHINGLES OVERLAP FLANGE. SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES TAR / BULL MASTIC OVER STEP FLASHING 116" STUCCO PER ASTM OVER LATH PEEL AND STICK MEMBRANE BETWEEN HOUSE WRAP LAYERS PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / DECKING FOR HOUSE WRAP, LATH AND STUCCO ING ADHERE SHINGLES TRIMMED TO COVER FLASHING STRIP NAIL FLASHING STRIP OVER CUTOUTS FIN COURSE BELOW ASPHALT PLASTIC CEMENT TOP COURSE AT 5" MIN. LEAST 6" WIDE 4" MIN. LEAVE GAP TO CUTOUT FRONT WALL NOTE: PLAN SHINGLE LAYOUT SO THAT THE LAST COURSE IS AT LEAST 8" WIDE. INSTALL CONTINUOUS METAL FLASHING OVER THE LAST COURSE AND SET IN ASPHALT PLASTIC CEMENT. DO NOT NAIL THE STRIP TO THE WALL. APPLY AN ADDITIONAL ROW OF TRIMMED SHINGLES SET IN ASPHALT PLASTIC CEMENT. 3 FLASHING AGAINST WALLS 1 SCALE: N.T.S. CM.U. 511x511 W/ 120 FLA51- BEYO 7 KICKOUT FLASHING DETAIL - CMU SCALE: N.T.S. YAo /ofll I x5 ARANCE LL I WLLI WI"ILL. AND FASCIA W/ DRIP / STUCCO ROOF SHEATHING ROOF TRUSSES FIRESTOPPING EXTERIOR BLOCK WALL DRAFTSTOPPING IN ACCORDANCE W/ F.B.C.-R SOFFIT FASCIA 4 DRAFTSTOPPING DETAIL SCALE: N.T.S. 36" - WIDE MEMBRANE EXTRA FASTENER IN VALLEY CENTERLINE -- O o __= END OF SHINGLE EXTEND SHINGLE 12" MIN. BEYOND VALLEY CENTERLINE O NO FASTENERS WITHIN 6" OF CENTERLINE /UNDERLAYMENT CLIP CORNER OFF I" AND c O O APPLY SPOT OF ASPHALT O PLAST C CEMENT ,> O O < c O O � 00 \ c o0 SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE 8 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: N.T.S. BEWS DESIGN GROVP 150 SLATE STREET EAST OLDSTNAR, F1ARmA 396T7 813 . 92S . 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. � ESl-.1994 �.,- O Z O N O i>i M O � � � N O � HLL CL c � Q v aco W � ~ wJ O �O et' oZ jo W� za a� f� l,,a�a a oQgo a U uji IN om~IN @ W oN Q Z Z Y � W z Z Zb O vi 3 o Qa b OW J Q �-- U- �Lu Q Q N W z z U z z 0 J O � LLJ p z Z Q W z co 2 O g w l~O m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DAVISDT7 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 OI O FRAMED WALL WITH OSB SUBSTRATE I " O ATTACH AT TOP ONLY \ \ STEP 3.2 TO ALLOW SHINGLING MINIMUM OF 6" J OF WRB. SELF -ADHERED / I n n \ \ \ \ \ SELF-SEALING WIE V FRAMED WALL WITH OSB SUBSTRAT O \ STEP 1 \ STEP 2 \ STEP 3 \ \ \ MEMBRANE n � � � \ \ \ \ O I O I a 18" X 24" SELF- FRAMER FRAMER STEP 3.1 INBOARD SUB - FASCIA FLASHING) Installed by Housewrap SEALING CONSTRUCTS CONSTRUCTS HELD BACK 1 - INCH MEMBRANE ROOF ROOF FLASHING, (aka: ROOF (U1 Target Flashing) RAFTER TAIL Flashing tape is to be Installed by framer installed behind the SAM O O I target flashing CMU WALL EXSTEND PAST CMU WALL ' WOOD/CMU iI ) �' TRANSITION TAMPA VER 8 \ TAMPA VER 8 \ TAMPA VER 8 \ ` TAMPA VER 8 ` TAMPA VER 8 TAMPA VER 8 \ MID WALL WEEP SCREED \ \ \ \ ` CONTROL JOI NI \ \ \ 6 - INCH O.0 \ ` \ ��c� STEP 6.1 & 7 \ STEP 7 \ \ \ • � \` � � STEP 8 �'�. �\ STEP 9 \ \ rO\�• \ CONTINUOUS L ��� �\ \ �'L \ \ 4 - INCH O.C. \ METAL FLASHING ` \ \ Florida applications: `O ` cF STUCCO \ \ \ AND KICK -OUT ` \ Ensure flashing is set ROOF SHINGLES y, ACCESSORIES, \ STEP 4 & 5 \ STEP 6 • \ FLASHING TO ` • ` \ flush to the wall and WEEP SCREED & \ METAL ROOF DRIP CAP METAL L FLASHIN \ EXTEND A ` \ \ over the underlayment. 5/8" ° MID WALL UNDERLAYMENT \ UNDERLAYMENT / EDGE FLASHING DRIP CAP / EDGE \ 3' I MINIMUM OF `�, ` \ Seal these areas with �, ° tea, CONTROL JOINT, & TIN SHINGLE FLASHING • 2-INCHES FROM ` compatible flashing APPROVED mm° ° cut and layer the • • I THE WALL , - cement over the entire SEALANT AN, "target" SSM/SAM 1-1/4" ROOFING edge of the horizontal 2�, o °m ��� and tin shingle • • • flange including nail over the stucco RECOMMENDED BUT NAIL 6" O.C. ON17 penetrations. accessory NOT REQUIRED: • • THE TOP AND 4" • TIN SHINGLE O.C. AT THE ENSURE SSM IS MIN OF 12" X 18", • • BOTTOM OF THE •L L DAY -LIGHTED Installed by Roofer. METAL L-FLASHING AFTER ACCESSORIES A tin shingle (which ARE INSTALLED protects self - sealing V1 membrane from cladder's knife). ` TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 WOOD FRAMED WALL TO CMU WALL TRANSITION STEP 10 HOUSE STEP 11 OSB SUBSTRATE #6, 7/8" STUCCO WRAP REVIEW STEPS i - 10 CORNER BEAD STEP 12 STEP 13 # LATH ` � HOUSE -WRAP � � � ACCESSORY PAPER BACKED STUCCO 4, 2ndE # 4 2nd LAYER OF WEATHER ROOF ENSURE HOUSE -WRAP WEEP UNDERLAYMENT �� .. DIAMOND MESH ( 2X SILL PLATE #3S 1stALAYER OF WRBWRB) IS LAPPED ON TOP OF SCRE ROLLED A MIN OF ` :: SELF -FURRING - - - -- - #1, 9" SELF - ACCESSORIES & 3-INCHES UNDER L ` LATH ADHERING SHINGLE SELF \ FLASHING \ : ;; �� MID WALL MEMBRANE ADHERING MEMBRANE METAL L i � KICK -OUT i , � (SAM/SSM) CONTROL JOIN SO HOUSE -WRAP IS FLASHING �L � FLASHING ;� First apply I LAYERED BELOW THE TARGET FLASHING AT I I APPROVED :: v Q approved primer I . THE BOTTOM 2, � SEALANT I I ; • • /adhesive - -_- spray I 18" X 24" SELF- SEALING � :: � :: ■ .. 2'b Terminate SAM / SSM on top of � F I MEMBRANE • CMU and above the perforated flange #2, MID WALL 5/8 Q I FLASHING I (M STYLE) �Q (SSM/SAM), Installed CONTROL ENSURE SSM/SAM F� I by Framer ;� CMU JOINT Note: No Target Flashing Shown IS DAY -LIGHTED TIN SHINGLE I : ;; #6, 5/8" STUCCO � ��` m ° .! AFTER HOUSE- ,•1P J / UNDER HOUSE -WRAP, J �� �� Fo °� WRAP IS I Installed by Roofer INSTALLED �FP Sv CONTROL JOINT �• DAY -LIGHTED SSM SAM FLASHING & WEEP SCREED DETAIL SCALE: NOT TO SCALE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT SELF -ADHERED FLASHING FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior RESISITIVE BARRIER WOOD FRAME CONSTR. 0.3 in: 12.0 in 30.5 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 (0.6 cm : cm) TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. 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 3 SHEATHING BY LAPPING DOWN OVER RIM JOISTAND U ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 fenestration manufacturer for each window or door. (ASSEMBLED WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR Detail Instructions R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, p WINDOW) Q : OR EQUAL WEATHER ATHER PROOF CA CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied 2 J WEATHER BUILDING PAPER fer to the number marked as # in each detail that corresponds to the Re over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the pp y O SELF -ADHERED FLASHING numbered items in the list of instructions below: upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall 2 RESISITIVE BARRIER WIRE LATH be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to SEAL TOPS OF JOIST UNDER DECKING !- 1. Install self -adhered flashing in order as shown b numbers 9 Y the to of walls and terminated at penetrations and building appendages in a manner to meet p p g (SEE DETAIL WP07) SUBFLOOR 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 SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper barrier is not required for detached accessory buildings. HEAD FLASHING TIE-IN INSTRUXTIONS: 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 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 barrier above header to allow for flashing installation 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 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 substrate using a square piece of flashing material (6" X 6" Minimum) 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 6. Fold as shown by arrows 3. Fold weather resistive barrier back over head flashing and seal with tape 2 O 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight 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 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: SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM FLASHING �A/PO� V V SELF -ADHERED FLASHING , /t /P03 VV 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall EXTERIOR EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER extend to the surface of the exterior wall finish or to the water -resistive barrier complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply EXTERIOR SHEATHING-- RUBBERIZED RUBBERIZED ASPHALT with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with ASPHALT ADHESIVE one or more of the following: � ADHESIVE SELF -ADHERED FLASHING SHEATHING 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not REFER TO TECHNICA ' 1 addressed in the fenestration manufacturer's instructions, in accordance with the flashing LETTER ON CHEMICAL 0' 3% TO 5% SLOPE manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall COMPATIBILITY SCORED TOWARDS SHOWER SIDE be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in SELF -ADHERED FLASHI .. ,. RELEASE PAPER such a manner as to direct water to the surface of the exterior wall finish or to the water resistive IBEF_OgE FOLDING, S LE E SELF -ADHERED FLASHING PATCH barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SNE AS SHOW MECHANICALLY FASTEN AS 2. 1.2.In accordance with the flashing design or method of a registered design professional. 2 s NECESSARY IN CORNERS THROUGH SHOWER 3. 1.3.In accordance with other approved methods. SELF -ADHERED FLASHING O Q :::..:: SIDE 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA SELF -ADHERED FLASHIN 2 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with z v 5 1 SELF -ADHERED FLASHING 1 projecting lips on both sides under stucco copings. SELF -ADHERED FLASHING 3. 3.Under and at the ends of masonry, wood or metal copings and sills. NAILING FLANGE 1 4 2 NEEDED RIPPED AS N 4. 4.Continuously above all projecting wood trim. 2 6 3" MIN 4 1/2" OSB FLITCH 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame DO NOT FLASH OVER 8 7 5 PLAN construction. BOTTOM NAILING FLANGE 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING W P06 SELF -ADHERED FLASHING � A /P08 V 1/ C� SHOWER CURB DETAIL \ A /P iTHESE V V 1 DETAILS ARE GENERIC AND MEANT TO SHOW HALF ROUND WINDOW INSIDE CORNER OUTSIDE CORNER GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. BEWS DESIGN G11tOVP 1S0 STATE STREET EAST Oi.D6MAR, FLOIiIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVER. ��a FST. 1994 ��-�- I J1 L O Z � 0 N n >Z - M O o In Q L_ LL LL ZQ V fl. Z W WO J O �O d- J oz o �o za zZ f F- w z a. ,^ ooWoo �1�faZz ¢0�-� LL w H N W �z0 oN Q zz 7 W Z Z gb 0 o b Q 4 W U �LU z Q N W Q Z U Z Z0 � 0U Lu Z �- f--i Z Q i� co Z W o 0- w kD m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DAVIS I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C 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 IMPACT 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 If AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36INCHES (914 M) 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6 COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE COUPLERS & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8" )', AND'MICHIGAN CONTROL JOINT. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F, COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S.11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER'O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL ,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 TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE S PLANS S DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION ES ONLY. - • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES IREDY THE SEALED PLANS. •• REQ NO EB NGIN ER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1)) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT 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 ORE UAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM F Q E0 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. of IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH 4 0.131 X 3-1/2 TOE NAILS. THIS ATTACHMENT HALL AL SO LSO APPLY P AT ALL CHANGES NGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"XYX3/8" 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 BRICKISTONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICKISTONE BEARING ON TRUSS SYSTEM BELOW, TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES F BRICK . 0 SUPPORT • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS, NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICKISTONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMUDADE NOA. k1r)TG IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 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) 139.9 MPH NOMINAL WIND SPEED (Valt) 106 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.16 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' CONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF a 10 SOFT + 26.1 / -453 PSF ROOF 0 10 SOFT + 26.1 /-106.1PSF m 20 SOFT + 242 / -43.4 PSF 0 20 SOFT + 242 / -99.4 PSF m 50 SOFT + 203 / -422 PSF 0 50 SQFT + 203 / -SOk PSF a 100 SOFT + 16.4 / -41.5 PSF tv 100 SQFT + 15A / -63.1 PSF W WALL ® G 10 SQFT + 453 / -49.1 PSF WALL © 0 10 SOFT + 453 / -60.6 PSF ]-- © 6 20 SQFT + 422 / -412 PSF UD ,w 20 SQFT + 422 / -56.8 PSF I 0 0 50 SQFT + 40.E / -43.4 PSF (E) 0 50 SQFT + 40.1 / -51.8 PSF a 100 SQFT + 38.4 / -41B PSF * 100 SQFT + 36.4 / -50.3 PSF m 500 SQFT + 33B / -3-1.6 PSF 0 500 SQFT + 33B / -31.6 PSF _j GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 6' WIDTH + 40.4 / -45.0 PSF �3 O 10' WIDTH + 31BZ / -4210 PSF O 10' WIDTH + 39.8 / -44B PSF 12' WIDTH + 313.1 / -42.1 PSF 12' WIDTH i 313.1 / -44.0 PSF 16'+ WIDTH + 382 / -413 PSF Iro'+ WIDTH + 382 / -432 PSF CHART IS IN "ULTIMATE" PRESSURES. CHART IS IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES 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) Z ROOF a 10 SQFT + 15.1 / -212 PSF ROOF m 10 SQFT + 15.7- / -64.0 PSF 0 20 SOFT + 14B / -26.0 PSF 6 20 SQFT + 14B / -59.6 PSF T_ ,@ 50 SQFT + 122 / -253 PSF a 50 SQFT + 122 / -54A PSF O a 100 SQFT + 11.0 / -24.S PSF A 100 SQFT + 11.0 / -502 PSF WALL ® 6 10 SQFT + 21.2 / -21BB PSF WALL © S 10 SQFT + 212 / -36A PSF Lu © 6 20 SQFT + 253 / -263 PSF �D S 20 SQFT + 253 / -34.1 PSF -rnI 0 ,m 50 SQFT + 24.4 / -26.0 PSF (!:) a 50 SOFT + 24.4 / -31.1 PSF W a 100 SQFT + 23.0 / -24.9 PSF a 100 SQFT + 23.0 / -302 PSF 0 500 SQFT + 203 / -2210 PSF 0 500 SQFT + 203 / -22.6 PSF D 0 GARAGE DOOR 8' WIDTH 10' WIDTH + 242 / -25.15 PSF GARAGE DOOR 8' WIDTH 10' + 24.2 / -21.0 PSF O + 23.9 / -25.6 PSF WIDTH O + 23.9 / -26.1 PSF 1 12' WIDTH + 23B / -253 PSF 12' WIDTH + 23S / -26.4 PSF _j 16'+ WIDTH + 22.9 / -248 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 GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 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 T C G HE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD R IF INTERRUPTED BY 0 DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, T WEB MEMBER, D A 0 0 0 C 0 O ER, AN SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. 0 BLOCKING BELLOW WITHINDTO FILL THEE AREA TOID SPACEAKEN UP BY TRUSS WORKI.E. THE VOID .)) FORACE TRANSFERRING ETWEEN THE U UPPER POINT LOADS TTOM PLATE OF AN UPEE STUD PACKS) TO LOWER COMPONENALL TO THE MASONRY OR FRAME TS 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 SUPPORTED B ATTACHED: L TO & SU PO Y A WALL SHALL BE A C ED •• @ MASONRY/CONC. WITH 1"DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• @WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• @ CONC. W/ 1" DIA. X 3" TAPCONS @ 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 32' NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. • •• LANDINGS SHALATTACH RBE BUILT O OW TOWSITH 0.131X32" TOENAILS EA. •• JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3z" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 32' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• '-4" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT (I Ht: I`-OLLOWINCi SHALL APPLY U.N.O.) • IF 1 x -ATTACH WINDOW THROUGH BUCK TO MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLL LY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLOWING SRALLAPPLY 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. 1 i l lye,/ `xm%% \`\;;!!IW�K�Vc� �/i .• �� ��'•�.�C'ENS�•'•O/�;i •� �C.'NO 23 "'It :*= _ Z •O"q - 44\,TEj i • � � 4 //111111 M Z O O W w xao par= J �-aC7 w~�na~ z 02Z Flo.10 O 3 V n O~ z I. W Z p W O a � >wm" 3gz,ua W m a W L. L p O• L:) W p p W Z V z N r ago- zaZa, U Y z W ;--z'-'.��m�ao H ,p,i � =h-p OFMz LA w w� O = p'y a o W lz.7C w ?W Zz? O V w Z N Z Z w w a wC7ZHp 0 m0OoWC W Z Juj W = 'n F C � ; J 6 - a , 'A , L.LI �_ o . (A a3 00 v-i N V J 6 N M lD �q M Ln 0ko 4t � m mm; wu; ..z5m�ca a c: mmm CC v! a � m u1O Z m MwQ Lu Ln OC -p to Z0 W� Y LLN � o Q - WVoW�" Z �0 W 0Q2' 0 .,uto - =Xazr, 30 W �g� a = Wr CCCC o n z co O `.0 Q I 9 O Z o 4>V)MO 0 O O Ln 11 ( •^ N D� X a) � In a,--s . U 0- 00 Q E Z cu w Z O I•- W J 1CD .0 'd- mi U) Lu F O U) z .J < F- 0� LU 0 Z) F_ 0 U Z D < 0� �_ (j) SCALE: AS NOTED DATE : 03-11-2019 SHEET NO. r- — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------� UNLESS NOTED OTHERWISE, AT A MINIMUM ALL UNSPECIFIED FRAME TO FRAME CONNECTIONS SHALL CON515T OF (3) 0.131"X3.1/2" END NAILS OR TOENAILS. — (1) SIMPSON M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERED AT CORNER MAY BE APPLIED OVER SHEATHING. 7 � 0.131 x 3" COMM. AT 16" o.c. 51MP50N 5PH4/(o/8 OR (2) SIMPSON 5DWC15600 FROM STUD TO TOP PLATE ATTACH PLIES PER "8/S5" ,A 51MP50N MST CM 60 MAY 5IMP50N HTT4 W/ 5/8" DIA BE 5UB5TITUTED FOR AN A.B. (WHEN 4-5TUD CORNER HTT4 U�IERE LOCATION OCCURS ON TOP OF GIRDER ALIGNS WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 51MP50N M5TA3(o STRAPS.) NOTE: USE 4-5TUD CORNER 51-10% FOR 2x4 FRAME. FOR 2x(o OR 24 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP Y TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-0" TANK -LESS W/H w H C G CORNER OF 000 HOME " a GARAGE SIDE 5 -O 0 o STUB -OUT FOR 1 I-o,1 p o 1 GAS METER O o o CV = • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w M m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + 4. + + 4 + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0.1 (TYP.) 6'-0" + + + 6 -0" + + 40 + + +++ +++ + + + + + + +++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o z + + + + + + + + + + + + + + + + + + + + ZO + + + + + + + + + + + + + + + + + + + + + + + ... + \—RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE I 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB oU nIIVU OF IMINT\ IVMILO & U V.11. a OU M111OU OrlMNR 19MILJ L O VA­CUUCO OI + + + + + 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 RJoist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL—\ STD. 90° HOOK --- BOND BEAM kr�l w ........ Cr a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ODC ... ........ . #5 CONT. .. ... FROM 5PFE US T HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO ONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all # OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ I NT. BRIG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails required when in web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when required when in or 4" max. possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING YB" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 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 & [AlPOURED W/ (1) #5 EACH STEP FOR 2'-0" TALL STEM W III= g M o_ PLACE #5 VERTICAL @ 8' O.C. MAX. AND FOR T-0" —I I U) M TALL STEM WALL PLACE #5 I I I • VERTICAL @ 5'-4" O.C. MAX. III @ EACH CORNER & COLUMN. SEE PLAN FOR MORE INFO. & COLUMN LOCATIONS — — 00 (2) #5 BARS CONT. 16" LARGE STEP DOWN C1 SCALE: 3/4"=V-0" �Nl DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ; 1/8" gap Boise Joist Blocking I lse 3" f 10d1 nails at R" n r. ei/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges e Stiffener FastenerSchedule Joist Bearin Series De th Location nd Intermediate BCI5000s 9-1/21, 2-8d 11-7/8" 2-8d 3-8d -d - BCI6000s BC16500s 9-1/2" 2- 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s@ 11-7/8" 2-8d 3-8d - d - 16" 2-8d 6-8d BC190s® - 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plui when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 44 IMEiD ❑ (D 611 A 1Y2" ROUND HOLE MAY 611 611 O NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT (-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2 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. 1Y2" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. A %✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap 1 VBacker Block,------ :K "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 • D • • I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 2"x TOP PLATE 5/8"D THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM ` : ' y • r SEE PLAN FOR •• . • ;�. FOUNDATION INFO STEM FOUNDATION GRADE r REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE Tii SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT =11 TYPICAL SIMPSON H10A INSTALLATION TOTE: IPLIFT VALUE 3 BASED ON i.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE co a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE aa d Qa oa � a -III—III—I A6a d ° I —I III ,1 I I- -1II =1II_ =1 - —11 I - a SEE FND. PLN. SIZE & REINF. 10• 823 •r A `C;, ; 0* i40R10P" �111111111 zo owW >- xa90 Oa�x -i rac7 W 1-In Z `Qh 3U�; o0,Ezw >�m-gz=a cmaz j80» ar0_ z=V/ Q W Z N W a O W Z Yi !a�TX z00�a� H oE-, axr-022 v% iiZ, W�oio � rz,,,6 ZWz2Z O U vIZ7, zow=a LL y�O0 W W 17Zr0 0 w z W - WCU SWRWtn -.1= U� n r W Q a w -ate o�r N Q3 V W N kDD J Mo N m W rn ft U � U Z r- M pMp W W W n: a s 2 `^ a t6 0 u1 LMMM O Z WLLJ 0 cc LL a w 0 Z z ° ° Y 2 a' W U U., X a Z r� = 3 Q LU W vi g Oq Lw G~C o o Z co O `° Q O Z NO O L, CD >(�MO 0 � a �,•-�- IQ U_CL l� z a d ^ M v I� 00 < E ... z ~ WC:)w LU C:) l0 U) UJ 0� z --� J Q UJ V Z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. SN 1 I I t I I I I I I I I I I I I I I I I L---------------J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (NP•) VARIES INSULATION LE 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -- 1x2 PT WD FURRING @ 24" O.C./ 1/2" GYPSUM WALLBOARD (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N 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 (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E DI o0 6 MIL VAPOR IIIII D III=1 I - - BARRIER I COMP. SOIL. (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR III III III —III —I I IIIII ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ BLOCK WALL BEYOND 14'—]�O.H.D. RECESS d z .� a • III-1 11= �' ' ' a- 00 •'e � III III 1-111- III —I SEE A/S3 OR J/S6 ` -III III —III I I 111= —II III-11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS Kj_1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE — \ (2) #5 CONT. ON 3" CHAIRS (TYP.) D I-III-III=1 lb ° -III=1I1=III L 1111111111.j 111- 1 %" o (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ``' D IIILIIIIIIIIIIIIIIIII1- 1 o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10)10d NAILS TYP. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK `'' ELEV. 0'-0" OIL • • ;.• - A.F.F. .. ' e ' • .. • ' ' '' • . " '4 ' ; ' 4 a . ' ELEV. -0'-31/2" z ...a. d • �. •4 ' •• '. A.F.F. O O :,• .: '� . 2x4 CONT. •' • • •. A ., :� ILL - .' Co CNI GARAGE DEPTH VARIES :' • d 00 GARAGE SLAB AT STEP rW� SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. >11 00 v L_ D p p p r TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 1/2"(min.) - 4" I I=III —III III=1 I I- -I I I -I I -I ►1: III_ IIII III=III=1 11=1 I I III -I 11 I I' (2)#SCONT. 1fR =11 III1111111, II ,II ;,III 4" 1 1 A " 8„ U.N.O. -} MIN. TYPICAL BEARING WALL an STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" Qcs �vo S N.��N c 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) �3 1/2" MIN. 00 �( 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL f 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE r��... p ° . z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi p D ° - FINISH GRADE O0 M [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL ' ? M — — — D D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN —"� — FOR CLARITY • A �• 00 6 MIL VAPOR BARRIEIR I IIIII I I o 11=III=III=III=_ 00 R 1 7/8" • I -I I I I I I—J.—III—III— #5 REINFORCING BAR —� ►� ; .'. D� • •:. ' :•' ' .I I I I II I I d I II I I IIIIII 111_ its I AP IRPI Ir.I= NOTE: !' . • ' �' N IIIII =I 11=ll1= *FOR BEARING WALL COMP. SOIL. (COMPACTED TO Ilk 1 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM �— I I-III=III=1 I 1=)11=III=III= D1557) I I I I ILI III 11 IIIII IIIII „111=„I I F 4" 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WELDED WIRE MESH min. 4" ° I ° v GRADE °° 1-1_I- I I-1 11=1 I- i 1=1 11=1 I I ' ----- :1 11= 1 I 1=1 I 1= 11=1 I 1=1 I I I I I 1 I 1=1 I -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS I=1I� III 111� I , III=�I 1E I1�-1111�� T e e I'111111111 .., . 1'4111�1 -III- i •y • � I -III= 1-1I .III=1 SEE A/S3 OR J/S6 -IIIII I I II i 1I I I IIII r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM •• INTERIOR • 4' . �r CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a -1 - CN M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH • .. K S3 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. < V-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 (2) #5 CONT. -� 141 * i r-11 1611—i i1 181� IU.N.O. MIN. TYPICAL BEARING WALL @a STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOLLJ BOLTS 6" MAX FROM w END OF 2" x PLATE D w III=�=III 6 D a. g I=1I1=III I1=1 � • W II=� II-111- REBAR DETAILS F SCALE: N.T.S. S3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. TRUSS CONNECTION SEE PLAN FOR - INFO &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING * w COLUMN LOCATION w Z 0 Q ATTACHED PER NAILING SCHEDULE � QW J ow w SEE FLOOR PLAN FOR cn STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 •� w/ 1/4"x3" TAPCONS FOR COLUMN TO BEAM AT 8" O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE d PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 1 " COMMUNITY SPECS o • �' • • ■ ■ . • a 1/2"(min.)- 4" (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 cl) E �* p D. 1 r_III=III-III= 4 III III —I 1 I (2) #5 CONT.F. , 11, III, , , I ON 3" CHAIRS 8" 11�11 811 (TYP.) TYPICAL INTERIOR BEARING oe WALL W/ UPLIFT G SCALE: 3/4"=1'-0" 13 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH _N I M SEE A/S3/J/S6 — fi,� _ 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K"'m SCALE:3/4"=V-0" �,,S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� d. CONT. FOOTING STEEL I I MAT REINFORCING. f ' M 00 d • • • a. I J .• w d W W U IDU)U y, •I� - Za 0 M Q FOOTING v BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 '�?ANI K: qk '• 82 •I' S. � ? O7 �a aIZ�0QZ�0Orn008nR Uoo ZO aouLLZ:�v0=aOJ.V +JI�lI`+I7 0N;]yP W>ZQ 13 >W a» < U YLZ o W W IW2 P y100 W O L Z2Oa VLLJQ C ZH LLZ O K � , Zz lo5gZ�HWWLL ILIJ W >"wwvw Q N u �^Kn•N, N Ln WJ it u mcm M �/�>�um=—j=Ho3Wmo-IFW�. m 00 W W m::2^<m O mmmmmmmmm W H: 2w� um001 jU ZWOW0 N5 UJ �Z O O Z�� < W 'ax<Z 5 3mz wZ Lu vi:5r-< aW Ln OD < 12 ZN 0>U-)MY m Lnn aQDJl0h=~��- Vz (n Ln u0U ^O C . cc )Q E OOtj ZWO ui 0 z IIlm013ItIm=0~CI� JC IIIi < 0� W 0 D 0 ZQQWH SCALE AS NOTED DATE 03-11-2019 SHEET NO.O S3M r I I I I I I I I I I I I I I L— — — — — — — — — — — — — — Z(T�yp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE -� EI2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAIQIE$ 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILr T� SCALE: N.T.S. S4 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 uL 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 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. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION, SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" -VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS -1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS I�7:L11►1 WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■■ . •.• •• _ . - •- • 1� ■. -li�l ail 1►i!- ■�fll lll�■ Milli ■��II lii■■ �Il[I MINI] PEI lid■■ Milli IIlI� ■�I�� III■■ NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( 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 V2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T �JJ T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .:,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a EE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR OTTO M OF MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) [TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL •' i DOOR STOP /Ax' a ' -A' MOLDING a. 2x TOP PLATE U) GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX.'�A PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2 x4 S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i-CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C , BOUNDARIES 6" O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.C. ' (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9)10dx1 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48.SPLICE STAGGERED I ATTACHSEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK u E TERIORLSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 70P PLATE A ' NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KKNTOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SFFA �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"­" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE '---2x STUDS TYP. p� SIMPSON HTT4 TYP. Op O,4 U.N.O. SEE N/S4 FN��G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. S4. ITSP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SP1 SIMPSON -RECESS SIMPSON SP4 LINTEL SP4 D SIMPSON SP1 SIMPSC SP4 2X8 P T BOTTOM P TE SCALE: N.T.S. SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED Fo 1 J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) i (4065# SPF) i (5665# SPF) )S (6865# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. 2&NUT OXIED A.T.R. 2&NUT 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRUSS ABOVE /- 2X BLOCKING `-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 wl (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. F•�O//'��i 23 23, ��TEI� \ '7v � //SS�ONA1. �iiilll1111 Z wo ❑ w W } 2 -+O OQQH Z 000^ F"o�o p 3u�^oo 0FQa WZ5, W ua OZ »u» <Z U Qto° . oWW aiWaoz cc =Wry rQacf°pQ1— Ow� 2f-Or�2 Vi Q w o raoz '���� o[ Z "' � w = w Z K= O LL r p (7ZQw0 u Z W Zm� wzWw r=a' O ui 00v> WwF JQ a' a yMQ Lu N a pw w r In a3 m � M J mo N M l0 ­' o rn iiZ 5mr, a a ci �iO Z mmmmmmm WW N m w� w Q Z wo 00 3: NY C7 aLLW F_ o Z Z?ou Y � > W U, u t X a z r- D 3 0 Lu go W d w G~C o °' Z m Q L a O Z CD O ;u O In O � � m L DN O Ln U_ z a a M oC V _ 00 E Z w wo J O l0 J 0 ui V z Q SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w! (2)16d NAILS SIMPSON H10A w/ 18 TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 10d x 1 12" AT EA. � I 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE SHEATHING DETAIL OUTLOOKER7\ OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER \ AND NAILING SCHEDULE @ 24" O.C. ' TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL j BLOCKING FOR •' � x 74 I ( FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM GER TO L---------------J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ EA.END BLOCKING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d 6" O.C. '• INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SIMPSON HGAM10KT wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x: 3/4" TITEN TO CMU x , SP8 FOR 2x8 WALL) 4"72x4 OUTLOOKER @ 24" MAX.,..O.C. (OPTIONAL - SEE ELEVATIONS) E TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 48-A 2x BLOCKING M 2x4 T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR �4 "' " NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING INFORMATION 6 - 00 °° SHEATHING DETAIL X FIRST FOUR ROWS OF TRUSSES @ 1l "• Ill 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING " 1 1 1 1 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2 10d TOE pp LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED 2 -16d � 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 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 (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL " (D = 0.207� , L = 41l2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 TOP PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 10dx3" 0/C OCATIONS) 2 x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS 5'S "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. � S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BACKNAIL w! (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 1 Od x 1 12" AT EA. AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING /,-1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C SIMPSON HGAIOKTw/(4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S`CJ 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKIN 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTT09 CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE- EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'.0" 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 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION PN� RAIV llr4` `N"� p ••'��CENS'•.t`�ii� NO. g 3 • :* TE �-p• 844 -foNxA II 1111���\ z a w W =ao oar= F-asu w�-inar Z Woo. o�0 0 o�Rz� Lu �..- xo�o zMaaow u m�l< aLL�� Fp n arao�w N =a FJ W292 wZKZWZ O WO ZZd2wp LL �zz�m Wt K;.LLI aww: Q uW -ate ��CC w 0� v) a3 u N M w 0 Ln u 00 rn Lr' Z~ m pmp W W W mm m n a a a `^ GC Q 'b OQ Ln J �mm Lu V) � ' 0 w Q (Z� w J Lu 3_ N Y 11 Q O wLLj V Z Z� 0 0 Y > W LLj u ib 3 0 X a z"LL' OR C~G o z CD a Q O Z � 0O > M O j M Ln .0 Q u.-Pt .. a QV Q00 .. z§� Wo w J O �o U) w 0 U) F- Q W M D �- V z a U) SCALE: AS NOTED DATE : 03-11-2019 SHEET NO. S5 I I I I I I I I I I I I L--------------- 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 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16' TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL lx4 P.T. & 1x8 P.T. lx8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" �� O.C. & 4 FROM 1X4 P.T. 3116 x 3 -1/2" DOOR JAMB (REFER 1 X 4 „ 1/2 DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG EKED S STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER -SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'-0" IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) * 2-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T _ INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)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. 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 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER 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 EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) - EXPANSION STRIP —SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 1/1 DIM Fw/ ±5 LL 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"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d SINKERS AND (7) 1/4"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 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 7 2X6 TO 2X4 , SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" INI's—S U FILLED CELL PER FOUNDATION PLAN �R YP.) UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS l� #5 REBAR (TYP,) , I A00D. 90° HOOK (TYP.) I NOTCH t> 4k COURSE THE ,,� ♦♦♦ :S .� ♦' FILLED CELL INSTALLATION H SCALE: N.T.S. �_S S -,) x + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. / PRECAST LINTEL MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'4" F.F. D C D T— gD I—III—II1=_III- -- o DIII—III—IIIi IIIIIIIIIIIIII; D .G .. o=1i1=1�I GRADE D � o 0 M D. _ Z � 2 •D 0 D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" —2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 2) 10d �— (TO TRU SS TOP CHORD NC'TA1 PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" JS cGF cuFGT n2 AND FOR SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED /---2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 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" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ." •A OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. F 1'-011 51-0" NISH ► ! '4p .' ' ► • #5 BAR p CENTERED W/ ► ,+ 96 IN TOP o • ► i : KNOCKOUT / N _ • CHAIR BLOCK MONO FOOTING _— SIZE AND REINF. PER PLAN ► •, ►• AND SECTION DETAILS -I CLEAN FILL .► •• DIRT 6 z •. STANDARD o i 99 HOOK CAI #5 BAR IN FILLED CELL .°lez r�•� lr V V•1�.♦ ��� ors• sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 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 !mil% i1L..C1 ,., l 1`%Llr. L4� SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. wt V'r C '- _= t. L�&Thf E bFj -Q Z w lJ ZO OwLL, . a O O Z, tzJ rat9 Wr�NO w�Q^ FOzp�r O 3u�n oQ�rzw W W w m N g 2= o. cc ?++m a uw LLOun Z, > 2a Z,0 F- r r oWw z°�WaOZ �' =OLL� 2r002Z V) it ao� Woo=ow 0 wr"ZR CZ-7 W I.,- I- za,,,o >�Ow wC7Z�0 w r w w Z W _= VUw1 W > � -. J W Q U d W 1 -QF r.+v+r W K3 0� V1 a M J J N rA l0 � 4t � In Z m w� u-i IiJ u-i 0- a a mmmmm 1% mmm Lummm LV in s O w w Q IZ W 0 W N 3:Y 11 Q LJJ 0 V Z � o 0 Y > W 0 ,,, v -; X aZr, M 3 0 Lu oWC w 0~C o a Z vmi O`° QQ O Z O N o L-! O ,>unMO a Ln (v Il L LL z >� fu V a00 Q ..., z Z ~ WO w -1O O U) Lu 0� w m V Z Q 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 I I I I I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER TAPE (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 WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. AlUP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 0 O �- SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING 1 SUBFLOOR (SEE DETAIL WP07) 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 8 UNDER DECKING (SEE DETAIL WP07) WP04 E AM O WP07 WP 10 SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED I�Iul1I�16� WP02 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 me WP05 SELF -ADHERED FLASHING PATCH ,HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING WP03 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING F RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground I+�- FOUNDATION WEEP SCREED WPOH I WP11 NOT USED 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco 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 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper �'. 7/16" O.S.B. sheathing t Metal W P09 � Flashing ' Weep Screed Installed As Per Manufact. Specs. Maintain - Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with 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 O Z � o(UN Z �c MLnn a ("� n 7- W -9 �n rn oC V CL ` Q 0 WZ �� Z Cro Wo CD .._I U. O o� 0� UJ UJ SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. W P a) t!) C U Cv Q = .� N Q ^O c CL V Ln C� (Q L_ L_ � Q = O O I..L cc O �ca O �� i O N O CD CV V J < USP Capons > < Cron L O V O W v ' O �..! U O V / m r L W Q W Z J z Q J SHEET PA 110 NO. tatder«wa > �gp $letdf No. F;Rddlt SbltaWfde. Peodud�#1o. Ewararion Repeat B:IF f�'�$) Skrq�oA Sibok No. - PioTidlt Wld4 praduat APprragtf N?D. Evaluapotl l�port Bade {Z07� A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD2163 FL17232.3 ESR3445 HU276-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL70858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10658.4 ESR-2549 HD410 FL17232.4 ESR3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HI7810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Repoli HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS76 FL1045g,� ESR-2613 H1W20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10858-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU28 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR3445 LUS210-2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR3445 LUS26-2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10667.71 ESR-2615 KST280 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA72 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10652.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT79 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTTI31 FL17279.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR3455 LS30 FL10446.15 ESR-2608 MP34 FL17244.23 ESR-3455 q34 FL10446.3 ESR-2808 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2808 MP5 FL17244.22 ESR3455 LS50 FL10448.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1418 FL10667.86 ESR-2815 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.6 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL70852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESRti'455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW20 FL17244.8 ESR3455 MTS20 FL10456.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Repoli MBHA3.58116 FL13904.6 ESR-2618 PAU44 FL17239.13 ESR-3449 HDU2SDS2.5 FL10441.4 ESR-2330 PAU68 FL17239.13 ESR-3449 GLTV3.516 FL10687.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CStB FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Repoli H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.8 ESR-2813 RT15 FL17236.3 ESR-3448 H10-2 FL10458.7 ESR-2813 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESRJ448 HS FL10458.15 ESR-2813 RTS FL17236.3 ESR-3448 H2.5 FL70456.11 ESR-2813 RT7 FL17238.3 ESR-3448 H2.5A FL10456.12 ESR-2813 RT7A FL17236.3 ESR-3448 HB FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SPt FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2813 SPT4 FL17244.32 ESR3455 SPB FL10456.44 ESR-2613 SPTB FL17244.32 ESR3455 SPB FL10456.45 ESR-2613 SPTB FL17244.32 ESR3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SpHB FL104�,g7 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2813 SPTHB FL17244.32 ESR3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10855.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11488.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR3445 HDOSSDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.79 SIM200802 THDH414 FL17232.17 ESR-0445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200603 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9&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 arty of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 7. EXTERIOR DOORS A. SWINGING ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +g7,0/-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0%67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F�Ogg1,g +67.0/-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-07.0 psf Therma7ru Classic -Craft and Benchmark FL15225.1 +87.0/-G7.0 psf ThertnaTru Smooth -Star and Benchmark FL15225.5 +67.0/�7.0 psf ThertnaTru FiberCiassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0%32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WS (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (18X7) FL15279.102 +37.0/�1.0 psf D. METAL LOUVERED DRS Curies Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sM) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows end Doors Series 188 FL15351.1 +40.0/50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-00.0 psf PGT Sertes5520 FL243.9 D. MULLION MI Windows and Doors Series 578d FL15353.2 WA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alsida Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 15Ib Felt Undertayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 F121580.3 N/A Lomanco, Inc DA-4 Fxahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA Boral Tile Saxony 800 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrs Panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17B69.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP SWIXursI Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Departnant of Business & Prolsssiaml Regulation BWkft Codes and Standards Product Approval Application Detail Pala I 1lrJ018 Florida DepalUr(ent of Buses & Professional Regulation Building Codes and Standards Product Approval Application Detail Palo I 11S1m19 Florida Department of Business A, Protassforlal Regulation Building Codes and Standards Product Approval Applkfd m Detail pop I iGrmle FlOfda Virg Coder and Standards rtirmat of Business & Professional RagLdalOn Product Approval 02 �arJOls sLN2Mi4t2 Solt EMILK Gee Gat GmPaodm Ore t:NM'M3Ai ga Seal] or 20 gale aohEn dim gilt nAMEM Gods JIM= Om no lam ! 1011e Yeaha 1]md aamN LmeriLmme YamandJet YtImIW admad FIND Approval ARMON M" Tim Edo Membdm 990md Andma31Mm Id Md" Yammd jo eded MCAnoroml AoKmd after Mom Yaam ram 221M mod mklmm IddO L m am EW i W PIGAMMO aatmai riper liam Ena,or gm get lilhho" Get Revision 2017 7Mmn►Tru Corporation Rick Might L)nWw F. SdwfML P.E. Ryan J. Ms P.E. 1OH&WI7 07/12120/7 1011WM7 12/122M7 a� RAM 2017 TMnna-Tru Corpora9w Pock YN+919 Lyndon F. S*R*K P.E. npvn J. King, P.E. IQM5 017 07M2=17 larlsol7 12H711017 Approved Revision 2017 TIMmr-T1u Co poral on RICK VA psi Lyndon F. etlwnMB, P.E. Ryan J. OV, P.E. IO 2017 07N2rWI7 101IL2017 1211T1J017 Approratl Iva! 1]a1= f! fiamd Emdma lLam! YamredmL Yammd LiostYW PllfiAmmrl Aaead rim fewpMr: F' , -, Doan (419) 2WI740 PE•43409 (013) 78745M Ca"Mr. ftw or Doors (419) 2WI740 PE43400 (613) 7674666 Cabaory: 6kleebr Doors (419) 2WI740 PE•43400 (GM 7674666 SODOW y:&**V Exterior Dole Ae wMW dd-oratM0c-wu9anb. subP call" awin" ExMbr DoorAwWneOes Adnr@rwbMpcowuAeroe. SabCaboory: Bwklskq Ex arlor DoorAssrribles ddowolimEMpmrrutards• person 2017 Tr»mn-Tru Corporation Rik weam Lyndon F. edurYd6 P.E. Ryon J. 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Ryan J. long, P.E. 12It312017 1T/1912017 1221IZ017 PaMrp FBC Approval Ira! version JoindeloeLr GOeer EOONIfAM� Y N NIM VANd" aim FEGAno@,1al 6tolow doe W Cowper: f3wrlor Dora (1/9) 298.1740 PE-43409 (813) T8ra686 29&17prdmdtanb. coallo y. 6dslor Daces (419) 2WI740 PE-43409 (813) 767da66 Caleaay: Mdrbr pore (410)296.1740 PE43400 (813) 767-mm Doo Ed9rlor Door AwMrgesa OuiCalpoey: ddw) SubCawgay; 9wwgkls EnwrlOr DorAseery" a dtlaAQnAMp onsultanw, y9rCaYpory: Debella Erdedor Door Assemblies . " arwRMponWuesnw. Revision 2017 Tirnn�Ttu Corporation Rick Nhls! Lyndon F. SdwnldL P.E. Ryan A King. P.E. 12M3r2M7 12M32017 121212M7 tag FIND Appr CwpOrws eMhoe Ewiw9on Report from a am CaagOrwe 119aaoM EvanWWn Rapid esmkm ■ can Coo M tl�tlnm Report from W oom r Door Ca6pry: ay: ( (7 ) Fortis RaOleaered Minted r a Liwmsed Florida r • lloamnaad Florida W Aar or a Rog or a Llwaww Fbnda SaIsCublipO WN" EWAOW Door �w• PrdenlorW Engineer Pr0lssebnal lvinew Proleselonil Engineer ng� CoapOrwe Wtlwd Ewintlon ReprtA am a 19�lAi.mQllt FL Florida aRap NeMbdraLkrnsW Florida noftesional allover, LeLd Product ModaL Nomber or Nome gm tram Piroduat Dmmdodm S911matEkilIL2& AmdeMokJm 690mmdlaam In HWU 20WLk= loser amhm steles mars an& Jbdd6NM6KALbM go kLAwoms bn&MLRNKNM SmtmeLmiumna Amerand for Use, Aeammd It Iuladz 9Wddt for use dial )mar Bohm gait Ease Lan! mekLAsemos Ap,,,,d§ Um dmxmmdbLum In oullsids, )mood arises halt lyceum sanguALemd0k gm kLAm AoaromOfoWt ammndhLum 21" i a. 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(419) 2WI740 Monello 0 Maur (613) 7874W Dam Pmpldl IAMIG Gars Om 2IM20 M gale YamrW ddtodW I=AMWd agmmN does 1220/1017 001212017 12122=7 Approved krktAm eoanead for the Asonlyad for Mond Gave emaidamsdrm goobdit mmuLao bAm 290MLIM AUkVW Chown 618 end W Opaque and lased Film Doorwkh 1213irMi No Y" No WA aidwidlWA SMease. iwwills andOulovire BdlvfaAd fir I1131e !(salt llmdraMa Rerwlon 2017 Thenna•Tru Corporation, t1Ygery: EAW' Doors eknCYepery: &viiyna Ederlor DoorAewrrki9w Coapernw MMhok Dedication Mark or LWng Lea 8 a. aquot9rhoorpoloiquot and iquotson stoor k b1 Theme-Trolul of Florida Departnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pepeldl II 11512016 EIMW or Ihh Gar Dab Pleura goal 200M Lmmii]tt Mdddo ffi XIRIW hoard J3fiAaroml Aopmad Aloe Rick Wright Neff Awedbbm & Ryan J. Keg, P.E. 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Until, PE 081132017 cen112017 OBM62017 IWIO 17 Appoved Celery: Eldanior Doors (717) 3863800 PE42514 (/17) 317-$W CaleOary: Exbror Door (7M 3863300 PE-62514 (717) 317-SW subcategory: Sees Elderbr Door Assembles kellb pQrnhed.00m SubCd9gary: aiding EIOan(or Door Aasendfos beMnprOmw'd.crn - are ass McOwd: Evaluation Report horna Ceagearse l l 1 , 1: Evalallon Report from e Florida RapisNssd ArddW or a LkaWed Florida PmwwbmW EnpYwer Florida RagktK*d Arditd or a Licensed RolMW PnwesebWl Engkwa gm kLAmtor Aaedtlfar Los Approved for Lim lame calm 9mkLAmtoa ARRMMJ clht Assessed Far Lkw loud gem Let Product Deacrialon Somm9EodoLaDee InlWHZ Debbie HvHz 1mltm Pomp Lad or Nernal product Demorkdon 29mmisokii2caft In OWE FAmbbo Platt 1 8ERIE8420 AWMINW SGD SERIES 420 ALL*OIUM BGD OXO 1213+2M8 No Yw No WA 2 SERIES 420 ALUMINUhI SOD SERIES 420 ALlMMWM$000X, XO,)0( 12/312018 No Yes No WA 145-W4&*Wl;rW&quoI; NONAMNFORCED 888guoOMSquot NON -REINFORCED FLANSSUPA fir mt Ydgn jamombox RevWon 2017 W Wardows and Doors Odpry.been" DOM euhCapary: Sift Ileftim Door Aawrnbles (:parplalnee -- , - Evaluation Report from a F1orlds RapwwmW Arched or a L bwwW Florida proewMW Engineer aminaboiemdom fond 5 SERIES 420 ALUMINUM sG0 REINFORCED Fkxide DeparhLtrk of Business At PM%Uionl R0900M Building Codes and Standards Product Approval Application Detail Boom 200= ZodoKiLLlmmt enut manger Luw Roberto Loves (717) 3863300 PE4%14 Margwemlwd.corn EmamLolonow MRW8420 ALUM U 800 REIIFORCEDXXX 149ignuoLx9UW*t pawldl Wa m/8 gm lion ➢mrdm 20 lea ddu mL YNtet aWu w ENDAtmol A=mrd rile Blown K Urdu, PE 05,132M7 OVIIA1017 08M62017 tw102017 Approved (717) 3174454 9mk(Atuamg Alfor Use Awrom dFKih! Mar aid= fiode$AsioLum inHYM owitIm lheWtd EJamn 121312M8 No Yea No WA Florida Dependant of Business & Prokaeioral Regulation papa l d 1 Building Codes and Standards Mbar& Product Approval Application Detail 13amiai! S90 Enka get 20 anknows glib Deg Yada Mammrimr goso EowmKALkdmse Mdddm OL Yaldmd AWHIM FINDAtroal atmud ame R"vwlon 2017 POT Industries Dean Ruak MkanFDade 9000-CER NlismWads 9CC0-VAL 12FAQ017 11120=17 12262017 Approved Calagry: Ededor Doors (941) 4884M0 (786) 31"M SmbCaagwy. Beag Eadsrlor DoorAUW Ws druarkilipgOrldusidecOrn compasses, Madmi: 0aeloadon Mark or LMM QUMN Approved laUse AtmrNmLGt harm Galt LadbagoLammom 2RMgkdXNdMNRm2da In HVHZ MOW= &shad meld 10 9OD4870 (Carp MYaes wpao Vinyl Sldig Glen Door o4M41LCJ1 Yes Y" Yes, NM Lsoasarede Florida Departirlent of Business & Professional Regulation psga / d l Buiklkg Codes and Standards beagle Product Approval Application Detail FL11n47.im fife Elim or Goo no Vale Pendine tyre none Yoram MtYhmot Sam EtItKAM] 9dwilu 8x MOM im m m ZFIANM" agnow rise New 2014 Therms-Tn Crpre"M Rick Might National Acoedb don 8 Ryan J. King. P.E. 072wms OW712016 0712e21518 Approved Clamor. Exerw Doors (419) 21M I740 Mawgenws lnstlLn 013) 78745W mwcasgwyk swwping ExWW DoorAwam6lin Caapeanu rorhads Caaedadonn Mark or LWkls own FLM77474Eeaamt kick Aomm a AaerrNfor Use amrooO for ]err 20 t Lea ALUM Pn iaLonEk s 220kmLtwxwmLna h NWHi 9MMMLI z andim melt 1 a. Opoge Fiberglass, Door Nanwa 3& WO x TW39:0 Opaque FbeglesW Door 07/312019 No Yes No WA - OWwlng / ouw ft X Conkumftm)• Son" create Florida Depardrlerlt of Business & Professional Regulation Page 1 of I Building Codes and Standards 115001e Product Approval Application Detail H,lfafidAd fiver ENmLor ash gale 2mkha t Lie mm led= W ubsom glow EmdeLtllkW kniom mar Yddmd Lbabad I=Aoomml Amroad Alma Revision 2017 W Vlendowe and Doors anrd maelsa Luw Roberto Lrnes BWan M Urdu PE 05r132D17 06M 12017 01052017 1w1w2M7 Approved CaYBwy: 00dor Door (717) 365-M PEffi614 (717) 317446f SubCalepry: Beals E.rearlor Door Asswnbliss WMgs mrOnsed.awn Ctwnplares Wanod: Evakrllon Report hum a Florida Reglasrsd Archled a a Lkwsed FINK PnQ%MIM al En~ ImisminEftlow gooLamtmr Ammmad for at Approved he use kill" Lem LE! 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Sinae•Cw (up to 9W ads) 0621rAM No Yea No s30 PSFI-W 76V, 4Rar, 4R8F, raj, GRSF, 2ROT, 48, 42, Ind, 480, ris000DEW74: ING Garap Door PsF 4211, 556, Goes, GD66V, GR58, GRWV, AR53, AR58V, ED58, E056V Florida Depefterd of Business & Prolsomnal Regulation Bun ding Codes and Standards Product Approval Application Detail Fega / d I 1161m19 FLOMM Bt Sella maw gar Om 20-be" am Deg version Mmmleo m figdtt a bdL&U Met Yamrldmt Yammd ladadW EWLAMME l asomom ricer ArAsi n 2017 TwmrTfu CapaMbn Rick Wright Lyndon F. Sdmft P.E. Ryan J. Keg, P.E. 10118=7 Iona2D/7 1022,2017 12M212017 Approval CaMpary: Exterior Doors (419)2WI740 PE43409 (813) 7674665 SubCaYpwy: Selrong E dmW DoorAwaMYse ddNr®rw4Mgmrwubnla Coepprna.... I EvaMtion Reportorn a Corn Florida tepYMrod AmJaed or a Licensed Florida PnolasebnWl Eno— Bfit!!lmP010aie 9aekLAawrmr AtmmdfaLua Approved for Use Demo Resit Lela InHWHi OLddcbNildi Affillood mmm 1 a. 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Bernardo, PE Troy Skshop, P.E. 10120IM7 ROAppy Category: Shueers (881) 712-OW PE-0046540 (954) 047-MBO SubCWgay: Sloan Permit mRMOQ ierwre lOeWreh CompBence MedroW Evskwdon Report from a te.wro FbMs RspYlsed Ardreed or a Lfoesed FWds P - w*A EnpMa Btl1�IPolbgegee 21IOLAeMOet Ageoel6, Lhe Aesrmard 6, Ues low Raft lea! Pladmakidodst.NumbeirwMades ProdudDescriodon gaokmLgukldRoao in WNZ 4dW1111M Bdam lrsWIR 1 22as BaWW; 249a GeiveNebd Seat Storm Penal 229s Sere; 219s GWankeed Steel Storm Per -M 12I31=8 No Yes Yes WA Florida Department of Business & Professional Regulation Page 1 d f Building Codes and Standards IMM8 Product Approval Appkad- Detail ELtlel01a me version lMombdueg saam andmKkmW YetlomLal YYa01M AWIM M EIRAsaddl Assam awn Revision 2017 rrw adWWp Conporrems Crap lone. Shed Lents CC E usbcn SWAM LLC Widen M. RanI@K PE MN02017 00072017 MOW? 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