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HomeMy WebLinkAbout6341 Cobble Bliss StABBREVIATIONS A.F.F. ABOVE FIN15H FLOOR EXG. EX15TING ACC. ACCE55 EXT. EXTERIOR A.P. ACCE55 PANEL F.B. FACE BRICK ADO, ADDENDUM F.O. FACE OF ADH. ADHE5IYE FA5, FA5TEN(ER) ADJ. ADJU5TA5LE FN. FENCE AGG, AGGREATE F.GL, FIBERGLA55 A/C AIR CONDITIONING FIN, FINISH ALT. ALTERNATE FRL. FIN15H FLOOR LINE AB. ANCHOR BOLT F.E. FIRE EXTINGU15HER APPX. APPROXIMATE F.P. FIREPLACE ARCH. ARCHITECT FLG. FLA5HING AD. AREA DRAIN FLR, FLOORING) A5PH. A5PHALT F.D. FLOOR DRAIN AT. A5PHALT TILE FLUR FLUORE5CENT AUTO. AUTOMATIC FTG. FOOTING AWN. AWNING FND. FOUNDATION 55MT. BA5EMENT FR, FRAME(DXING) BM, BEAM R5, FULL 51ZE BRIG, BEARING F.B.O. FURNI5HED BY OTHER5 B.M. BENCH MARK FUR FURR(EDXING) BVL. BEVELED GA. GAUGE BIT. BITUMINOUS G.I. GALVANIZED IRON BLK BLOCK G.C. GENERAL CONTRACT(OR) BLKG. BLOCKING GL. GLA55, GLAZING BD. BOARD GLB. GLA55 BLOCK B.5. BOTH 51DE5 GD. GRADE, GRADING B.W. BOTH WAYS G.B. OR GYP.BD. GYP5UM BOARD BOT, BOTTOM HD. HARD BR BRICK HDW. HARDWARE BLDG. BUILDING HDR HEADER CAB. CABINET HTG, HEATING CPT, OR C. CARPET HVAC, HEATING/VENTILATING/AIR CONDITIONING C5MT, GA5EMENT HD, HEAVY DUTY C.I. CA5T IRON HGT, OR HT. HEIGHT G.I.P. CONC. CA5T-IN-PLACE CONCRETE N.C. HOLLOW CORE CB. CATCH BA51N H.M. HOLLOW METAL CIC CALKING) CAULK(ING) HORZ. HORIZONTAL CLG. CEILING HB, W05E BIBB GEM. CEMENT I.D. IN51DE DIAMETER CM, GENTIMETER(5) IN5. IN5ULAT(EDXION) CER CERAMIC INT. INTERIOR C.T. CERAMIC TILE JT, JOINT CRAM. CHAMFER J5T. J015T CIR CIRCLE KIT. KITCHEN GIRO. CIRCUMFERENCE K.O. KNOCKOUT GLR CLEARANCE) LAM. LAMINATED CL5. GL05URE L.P. LAMINATED PLA5TIG COL. COLUMN LAY, LAVATORY COMB. COMBINATION LT. LIGHT CONG. CONCRETE LTL. LINTEL C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD GX, CONNECTION LIV. LIVING CONSTR. CONSTRUCTION LVR. LOUVER GONT. CONTINUOU5 M.H. MANHOLE CONTR CONTRACTOR MFR MANUFACTURE(R) C.J. CONTROL OR GON5TRUCTION JOINT MA5. MA50NRY CORR CORRUGATED M.O. MA50NRY OPENING CTR COUNTER MAIL. MATERIAL CR5. COUR5E(5) MAX. MAXIMUM CF. CUBIC FOOT MECH. MECHANICAL C.Y. CUBIC YARD M.C. OR MEDCAB. MEDICINE CABINET D.P. DAMP -PROOFING MMB. MEMBRANE D.L. DEAD LOAD MET. OR MTL. METAL DEP. DEPRE55ED M. METER DET. OR DTL. DETAIL MM, MILLIMETER DIAM. OR i DIAMETER MIN, MINIMUM DIM. DIMEN51ON MIR MIRROR D.W. DI5H WA5HER M15C. MISCELLANEOU5 DR DOOR MOD. MODULAR D.H. DOUBLE HUNG MLD, MOLDING, MOULDING ELEC, ELECTRICAL) O.C. ON CENTER D.5, DOWN5POUT MT, MOUNT(EDXING) E.P. ELECTRICAL PANEL O.A. OVERALL D. DRAIN MULL. MULLION EL. ELEVATION O.N. OR O'HEAD. OVERHEAD D.T. DRAIN TILE NL. NAILABLE EQ. EQUAL PNT. PAINTED) DWR DRAWER NOM. NOMINAL EST. E5TIMATE PNL. PANEL DWG. DRAWING N.I.C. NOT IN CONTRACT EXH. EXHAU5T PAR PARALLEL EF. OR EAF. EACH FACE N.T.S. NOT TO 5GALE AM 9 0 2019 REVEV'i ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTP!C '00F AND THE C!? u C)F 4"E"P HYRHILLS ORDINANCES PKG. PTN. PV. PVMT. PIED. PERI, PLA5. P.LAM. OR P.L. PL, P.V.G. P.E. P.5F. P.S.I. P.C.C. OR P.C.CONC, PB. OR PREFAB, Q.T. RAD. RLG. REF. REFR. RE. OR REINF. RE5. RA. RV5. REV. Rol R. RFG. R.O. RBL. 5CH. 5NT. 5TG. 5EC. 5HTHG, 5NT. 5H. 51M. SKL, 5L. 5G. 5PC. 5PKR SPEC, 50, 55T. 5TD. 5%. 5TD, 5TRL. 5U5. TEL. TV. THK THR. OR THLD. TiG. T.O.C. T.O.F. TR TYP. UC. UNF. VB. VER'. Vfh OR V. V.T: ,:aCT. W.T.W. W.H. l F. W.G. W/o. W.P. WD. WR y�. ;UWM. W. WIN. PARKING PARTITION PAVE(DXING) PAVEMENT PEDE5TAL PERIMETER PLASTER PLA5TIC LAMINATE PLATE POLYVINYL CHLORIDE PORCELAIN ENAMEL POUNDS PER 5QUARE FOOT POUND5 PER 5QUARE INCH PRECAST CONCRETE PREFABRICATED) QUARRY TILE RADIU5 RAILING REFERENCE REFRIGERATOR REINFORG(EDXING) RE51LIENT RETURN AIR REVER5E (51DE) REV1510N(5), REVI5ED RIGHT of WAY R15ER ROOF DRAIN ROOFING ROOM ROUGH OPENING RUBBLE 5CHEDULE SEALANT SEATING 5EGTION SHEATHING 5HEET 5HELF, 5HELVING 51MILAR SKYLIGHT SLEEVE 50LID CORE 5PACER 5PEAKER 5PECIFICATION5 5QUARE 5TAINLE55 5TEEL 5TANDARD 5TEEL 5TORAGE 5TRUCTURAL 5U5PENDED TELEPHONE TELEV15ION THICKNE55) THRE5HOLD TONGUE AND GROOVED TOP OF CONCRETE TOP OF FOUNDATION TREAD TYPICAL UNDERCUT UNFINI5HED VAPOR BARRIER VERTICAL VINYL VINYL TILE WAINSCOT WALL TO WALL WALL HUNG WIDE FLANGE WATER CL05ET WITHOUT WATER PROOFING WOOD WATER F E515TANT WROUGHTIRON WELDED WIRE ME5H WIDTH, WIDE WINDOW REVISION LOG 4/8/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT LOT 03 BLOCK 09 SILVERADO 6341 COBBLE BLISS STREET ZEPHYRHILLS, FL 335 1 L E N.NARM 2277 -RIGHT J 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 PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS '(IRANIK PN ;moo•. 'Tt pE iAt Z A "ZOR10PNAL •���� DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD6MAR, RAR,IDA 34677 813.92,5.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.C;oM TAMPA • DENVER -_ ---a EST. 1994 w.-�--�- roiciiii 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 NDREW 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 NO � o >cnMo 0 CiV�� a �Ln au- M aa °° Z w Wo J o kD OZ '2 Lu 0 fa �awQ� oo 0 Z V Z Z o ED i LL S�LL o V zLu Lu U z g W w ■� iE u, � > Z V) o� Z z 0 Lu Lij M WaLL~ UWO� O N > z ce rN. � aBn z N O ~ CY C14^' a W W Ln , v U asv'g 8 zo di L �LLZ� 'f9 �o N z zoo 00 Z z o g g Qom � co a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. c s TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BILK OPNG BLK OPNG MULLED PAIRS SH12 20 X 26 SH13 20 X 38 3/8 SH14 20 X 50 5/8 SH145 20 X 57 SH 15 20 X 63 SH 16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 1 107 1/2 X 63 SH36 54 X 72 1 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH 12 18 1/2 x 25 1/4 SH13 18 1/2 x 37 3/4 SH 14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BILK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 io TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 311/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 40'-4" 42"x42" O HANSEN BOX DRYER VENT A/C PAD 36"x6O" SHOWER PAN AT 36" AFF. THRU WALL N.B. 1/2 34-5H. W/ SHOWER SURROUND COND. N R/S - � Q �., I------- ------� =14� - W.I.C. I I OPT. II OPT. T.P. 8'-0" I L WAOHE9 L pRY)� J _ T- -{- 2'-b" T14 CARPET I _ WALL I (TYP.) -2 b -4 5 -0 1-6 8 -0- cD iv O CLG. TILE --- I 1 66a I •„ W O.BATH N --3'-10° - - TB. F_ S3 - -2668 BI FOLD - CLG. r 3 CAR GARAGE -- TILE I I I 2868 8'-0" PLT. HT. - OWNERS SUITE � � 8'-0' FLAT CLG. 4SN.0 -------� 8'0" oI CARPET N 16" DEEP "' R/S CLG. TILE - T- - z C O 30" H. _. 1 u 5 SN. o PLATFORM 16 DEEP I11 I K a IT -0 4 -0 3 -b 81.611 e �7 W -� PANTRY- I A.H. w a v 8' O CLG. I 11 I�� N I_ u' a I ? 2468 e i .Y _� R/A � HDR AT 1' 8" L 10' 2" 2'.4" b'-4" IT-b" "It' 3'-0" r , ' I 20' 8" KITCHEN-- \ TILELTED CLG. - O \ I I EDGE OF SLAB 2" BEYOND WALL - I o C-AFE o III a -- \ VAULTED CLG. o3:12 V110 WALL W/ UPLIFT AND4' -- 0'x8' VAULT `vFAMILY 0 BEARING 'D '-CARPET PAD ROOM `�-� STUDS AT 12" O.C. MAX. SPACINGCONC. FOR THESE WALLS ONLY VAULTED CLG. „u az e - I L--� — - - 0 BEARING WALL W/ UPLIFT AND I DOUBLE STUDS UNDER EACH I _ - 30(08 / TRUSS - - - - 6' 8" - - I1'-b" 3' 0" l7 — r 9 C I ap - — FOYER I FLAT HEADER F LG. FLAT C I SEE ELEVATION _ D - R/5 R/5 _ TILE _ _. 2668 NDR AT 1' 0" �, a S3--------- _ 2668 ------- -- HDR.ATT-8" 8'-0" CLG. 4 SH. N - - 5068 BI-FOLD 2, 0„ CARPET `� 15'-8" 16" DEEP 2.4� SOBS BI FOLD - --- tr,6'-0" I fi o 1 �� O 0 i i CL ;, Q N IS) 00 8' 8" 3' 0" 11'-4" N 3'-0" 8'-4" 3'-0" 5'-0" 3'•8" I FLAT HEADER `� BEDROOM 2 SEE ELEVATION BEDROOM 3 2068 BI FOLD BEDROOM 4 8'-0" FLAT CLG. 8'-0" FLAT CLG. BATH 2 8'-0" FLAT CLG. ■ a CARPET CARPET I 8-0 CARPET - - - 61 TBx 61 . ea o I T.P. TILE o FLEX I I c° `A 8'-0" FLAT CLG. i, © i a CARPET I FLAT HEADER �, T 25-51-1 TEMP. 25-5H E: I SEE ELEVATION # ` * EGRE55 I °^ * EGRESSI - -— A A OO - - NB. FLAT HEADER 12" CM.U. COLUMN TOM. AT 84" AFF SEE ELEVATION (TYP. OF 4 AT PORCH) ■ INDICATES 15 22'4" 13'-4" 19'-0" F-4" ♦ INDICATES 215 FL( ���� N.�• NIK,d • 0. 86 23 _ �;•• STATE OF �*QQ:. 0'��:• •;'LORIDP" 7l\ �//11111111\\� STRUCTURAL NOTES I� - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 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 HTT4 AT BASE, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 13/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2X4 #2 SYP W/ S EE PLAN FOR BEARING WALL CALL -OUT WHEN 1/2" FLITCH PLATE SAPS ARE REQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT V-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-11/11-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 221a S.F. CxARACxE (o I S.F. ENTRY 126 S.F. TOTAL 50. FT. 3021 S.F. ii q 1 11 i�li q I 5"I'Lwoo SCALE: 1/4" = 1'-0" DAVIS BEWS DESIGN GROUP L5o srwTE stxEer Ewsr o1.osMnx, �latmw �77 813 . 9'2S . 1300 TEL 813. 925. 1800 FAX vvww.�AVlssEwscor� TAMPA • DEIVVF.R. FST.1994 f� ��I u1i VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY t 0 zC) O�Q 0��L0 � N � L^ d U- Q V CL pop ..� W 0 w�o tt J =o Lu �� uj < w Z ro�u0 Z a U z LDo2`�w _I �to OU Lu 0 L @ mrz© z z z r Q gz c 0LA Lu iE O 1_4 0 U I o z �z U. w� 0 2 Z tjWo Mo oa�o zw rn WWa Ice o ��- o ill 000- � �Wz z N /N' �i < 8 Lu Ln l V < z o ?�50 V) z � rn a a Lu < LL I� z z �_o m0000 z z O 1 om n m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. m I SINK KITCHEN ISLAND BATH 2 M I KITCHEN a MIRROR %i LAY LAv. OWNERS BATH INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0" BEWS DESIGN GROUP L50 STATE STREET FAST O1.D6TMlt, RARIDA 3�6T7 813 _ 925 . Li00 TEL 813.925.1800 FAX WWW.DAV4SBEWS.CAM TAMI'A • DENVER. O Z O fV 0 N .a' O > � M O f�� MLr L LL Q z < CC U p.'� O z§�v w wo J O l� d" 0 IV) z LU zo za a wed° � zUZ< �o�z > CL U-) C o 0 uo�O W zz o J iw Z LU 0.b � g 43 � > ~ O j U cn O 0 z boa �a� oC °g2 a W W<,� Po �— waWQ Z� Nz$FY !Z w�8 w � N �..� a cn o OO w W W wLU rn Q Q Q �o r� Z Z a o m oo Z Z J " O �o r, co a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. imo SHEET NO. DAVIS2 A A 'ao A I"x&" SMOOTH — TEXTURED TRIM / BAND T.Ot1. HDR HGT, TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) (TYP.) 81 IS FIN15H FLOOR LINE _ GRADE LINE (A55UMED) TOM. _ I"xb" SMOOTH — TEXTURED TRIM / BAND 12 5� TEXTURED FINISH STUCCO ON SHEATHING (TYP.) TEXTURED FINISH STUCCO ON SHEATHING (TYP.) 54NGLE PER 5 COMMUNITY SPEC -- - SEE 5TRUCT) —7 Iml FII y �_J( F5 G.G. VERIFY I-- FA5CIA CALL -OUT (TYPICAL) WININIMININININ 1 MININININININIER, 71 - - - 11MINININ FRONT ELEVATION - B SCALE: 1/4" : 1'-0" GRADE LINE (ASSUMED) T.O.M. TEXTURED CEMETITIOU5 FINISH ON C.M.U. (TYP.) FIN15H FLOOR LINE 9 T.O.M. HDR HGT. Li XTU TEXTURED E RED CEMETITIOU5 CEMETITIOU5 FINISH ON CM.U. FINISH ON CM.U. (TYP.) (TYP) 25-5H TEMP. 25-5H _ _ _ _ _ * EGRESS _ _ _ * EGRE55 _ _ _ _ _ FIN15H FLOOR LI e FIN15H FLOOR LINE w I LEFT ELEVATION - B SCALE: 1/4" : I'-0" GRADE LINE (ASSUMED) F 0 23 *•.�l S1'ATEOF� .•*s imp •• •�� %'o•'• R1QP ���`�� /m it m DAVIS BEWS DESIGN GROUP L50 STATE STREET FAST OLDSMAR• F1.OR1pA 34677 813.92.5. 1300 TFL 813. 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DEPQVF.R EST. 1994 c=_ NI IP 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 DREW1. MEISHEID, P.E. #83217 yj ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z NO �-' O > � M O MLn QoLn aL LL a O-, M z < E � V a00 z� w WO J O d' J 00 Z O V) uo z W ozaa ~ 000 a �0 z � J W �Lu to wL� J "mro W zo wZ U 8 0 J O U Z 0a� W M O O u W O8 k o�c � U N r\ o 0 w �Qo z 00 �- N ce ~ Z W W w L N di LL Iij <8 a Z W = $ Lu N Z z _o J H {i m 00 Z Z 4 < L Q W rn O � m J a J a OJ m SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. 3M3 Taft zo TEXTURED CEMETITIOUS FINISH ON CM.U. (TYP.) FIN15H FLOOR LINE GRADE LINE (ASSUMED) T.OM. FINISH FLOOR LINE GRADE LINE (ASSUMED) FIBER5LA55 SHINGLE PER COMMUNITY 5F (SEE STRUCT.) 12 Q5 LINE OF INTERIOR VAULT EXTENDED -TEXTURED OVERHANG TOCWETITIOU5 CENTERED ONFIN15W ON CM.U. S.G.D. (TYP.)� T.O.M. HDR HGT. w 35-5H 35-SH 35-SH I TEMP. � I 25.5H * EGRESS * EGRESS FINISH FLOOR LINE REAR ELEVATION - B _FIBERGLASS SHINGLE PER COMMUNITY SPEC (SEE 5TRUCT.) -7 ZTEXTUIRED CEMETITIOU5 FINISH ON CM.U. (TYP.) � RIGHT ELEVATION - B SCALE: 1/4" : 1'-0" SCALE: 1/4" : 1'-0" 1/2 34-5H. Q5 T.OM. HDR HGT. FINISH FLOOR LINE w i� \� IV ''• .O �� = � � NO. ea `S STATE OF j 0. ���c•. PLOR10 - NA;� fllll DAVIS BEWS DESIGN GROVP W STATE STREET EAST OUXMAR, R OMA 34677 80. 925. 1300 T L 80. 92S . 1800 FAX W W W.DA\/ME%V&CAM TAMPA • E>EIVVER- EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW 1. MEISHEID, P.E. #83217 AS13ED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O O N CD > (n M O �U-)MLr) tn Q C) u' M Q V E Z z fa w Wo J O tD J �Z ul Lu zQ O zaa Uzo0 j� Z 2zz r uZu�jz p0Jw d � p'o O�LL 04 u�ZOO W w JLn Zo Sa W z 2: w uw_ 0 O J ~� V) uj oww ofw ohLLZ�Lu Q b<� 6a <k N00 N aozp w O¢C, F- p Z � N W w $wig N oC <�Zz �oa ui Q w Q zw wLLI rn I� Z Z =o Rd o co000 Z Z om o co a.� SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. 304 ELEcrfRIcAL <E'*,r' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER r WEATHERPROOF DUPLEX OUTLET r.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET I-0 SPECIAL PURPOSE OUTLET :G DUPLEX OUTLET IN FLOOR O@E 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) I-QSMOKE. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 0 THERMOSTAT BE ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT, CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L J ROUGH-N FOR OPT. CEILING FAN NOTES - I, PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTER WTERS (GFJ) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES, 1. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING WE6475 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 EGUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL BA AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SAROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.CJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 40612 AND 400 5. ALL 15A AND 20A 120v RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GF.CJ. PROTECTED (GFJ). b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA V, NE.C. 2014, FB.CR - bTH EDITION non), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GAR4GE 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/C % N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. GF.I. 0 GF.I. I I 220 V. . A/c - ALARM W.I.C. j L — — J L — — J DISCONK / SYSTEM LAUND. GFJ, OWNERS SUITE I ROUGH -IN O.BATH FOR OPT. LIGHT AND FANLIGHT </ J SWITCH I I I PRE -WIRE IN ATTIC) — — — - —J O.E. � \ � I SD � 3 3— T — \ w. f@ KITCHEN \ - \ CAFE I ���,G,,, 7 \ FAMILY ROOM PENDANT (VERIFY WP. ROUGH-N < /> \ GRI. FOR OPT. — — — — — LOCATION) — FAN/LIGHT PRE -WIRE � J \ I I I moo, G.C. VERIFY: LOCATION / \ 1 OF DISPOSAL SWITCH / AND GF.I.OUTLET IS UNDER SINK CABINET WALL - MNT. — — — — 3 CM SD 3 --------- ----- --- GF.I. ROUGH -N ROUGH-IN115 FOR OPT. I BATH 2 �--�� FAN/LIGHT � � FOR o�IN FOR ( FAN/LIGHT � FANLIGHT I PRE -WIRE J J PRE WIRE � /� J PRE -WIRE BEDROOM 2 BEDROOM 3 BEDROOM 4 \ I ELEC. METER ELEC. PANEL 0 GFJ. AT 44" AFF. 11 II PUSHBUTTONS FOR G.D. OPENERS Cw I �z L J -i q G.F.I. IRRIG. r------Ar4— I ( �qA I I I I I I I IL - - - - - - - - - 3 CAR GARAGE 4 u� I I � I I i I L- - - - - - - - - FOYER ROUGH -N i FOR OFT. FANLIGHT J PRE -WIRE FLEX W.F. i k GF.I. I I ,O I PORCH I I ;o i I MAIN DISCONNECT (METER COMBO - SQUARE D REFER To FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. M4 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER NEATER 18 CAPPER To RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING, STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN - B DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RXWMA 34677 813. 925.1300 TEL 813.925.1800 FAX W W WAAVISBE VS.CAM TAMPA • DENVE.R. EST. 1994 r== O Z ON Zoo mLn a(n Qu a ^ M z z E Q V a.00 wZ 12 wo J O ko J Z ao Lu fa zoo J Q �� Z U Z � J O t0-2o U Lu mho bZ8 iu Z S J 5 4 W x w Ou J c/ LL � Z 0 0 �Z� 0 "ate .j two � WLL M ua�� O Z woo Z Z OC z N F-4 Q Y�f cp Fa-0<0 fV S�Wg LLJ U)N u "' a � U" Q Q <$o� Dv, W <fLL Obi N Z z Mo mo Z z o m 10. a- om SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. ■O EET N EXTENDED OVERHANG CENTERED S.GD. ROOF PLAN - B SCALE: 1/4" - I'-0" MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 3021 SQ. FT. / 300 = 10.07 SQ. FT. X 144 =1450 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 725.04 SQ. IN. LINEAR FEET OF RIDGE VENT = 21 LINEAR FT. # OFF -RIDGE ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 104 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 11.011 TYP. OVERHANG NO.) 0 \���►11 I 1111 ///// Q o2v •.,� Din'. IN •���\ �z iCC,% ,4ORIDPlG��\�� NA `I Davis BEws DESIGN GROUP 1S0 STATE STREET EAST OI.D6TgAR, FL�OKmA 34677 813. 925.1300 TFL 813.9'2.5.1800 FAX W W W.DAVLSBEWS.C.OM Ti�MPA • DEIVVFR --�� ESi'.1994 ���-- Hil _n VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33S63 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 DREW1. MEISHEID, P.E. #83217 AABED A. AVEDIKIAN, P.E. #86623 1 HERESY 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 �' fV OaL-'O (� M 10 O � M Uhl N O M oC V `L 00 z�� w Wo J t0 'Cr J U) �N za �a r� z 0 �Q�o Zz �0 J u 04 Quo z� �u O J V cn W z zz a� W g � �- ZmZ Q 0000 O ; z �z � N K ;�8 J � W W W LW Z gLno 'L rn Q� Q n N Z Z o m 00 Z Z 0 SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. 502 NOTE: WHEN PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE bth 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 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THICKNESS WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) n__ Lu " a " CONTROL JOINT DETAIL N.T.S. W15 CONT. REINF. SEE FOUNDATION FOR __QUANTITY 1545"45" CORNER " BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UND.) -� .. 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. 10 4'-4" 42"x42" A/C PAD 4'-0" 44" 4'-9" m, TYP. AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) A S3 61' i0" 60-0 5'-4" 5'-4° 5'-4" 4'-0" 4'-4" N.B. t 2'-0" —� 2x6 WaL -�I v l i i I OPT. I I OPT. I I i I Ili ' i i L WASHES L PR EI 1 ■ — _ I I I I 2'.4" I I I I 0 36"xbV SHOWER PAN (VERIFY DRAIN LOCATION) I J e S3 ■ i i i I i TYP. AT ONE-STORY 19'•b"1 L4'-b" I 15'•b" I 20'-b" (SEE JJ/53 FOR STEM ----GJ.------------------ i---------------------- ---------------------------i------------ --------CJ.---- - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - -�)= -- WALL OPT.) cry I ■ I I ` I Ir I I I I I I I �; V /� I I —_j I I I I I I I v 30 x 30 x20 D. CONC. ■ I i i i III I I I FTG. W/ (3) 05 BARS E.W. _ cJ. III I I c�. ; cJ. ; ; / - I I I — I I _O" r I 23'-8" l 7� ELEVATION AT 0'-0" (ASSUMED) -� / I I II / � i i I G I I I I I i az I a `' TYP. AT ONE STORY (SEE JJ/53 FOR STEM m ■ 3.5" THICK, 2500 OR 3000 P.S.I. —_ �� WALL OPT.) CONCRETE SLAB ON GRADE W/ bxb WI.4xWIA MESH FIBER OR MESH OVER b MIL. VAPOR PITCH BARRIER ON CLEAN, WELL - I I I IL�J p I I/8" / FT. I C ■ i COMPACTED, TERMITE TREATED, — I i GRANULAR FILL. i i l l I 53 48"x96° n CONC i i i i 2 4 I I il 3 -0 PAD G J. I --------------------------------------------- I I ---- - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- L _1— C J. -- ■ v ti ti -t w I I I I I I I I ■ iA / - I i Lu 0 I M I I I I — ■ co PITCH u I U U U 24"44"4" D. 1/8" / FT. 1'-0" i Ir i 33'-0" i i i 14' 8" CONC, FTG. W/ i G i 53 i F-111L L/ Z�� I I i I i I/2 RECESS 9 I FOR ENTRY DR I $ G I 30"x 30"xl2" D. CONC. ■ S3 I FTG. W/ (3) 05 BARS E.W. a 771 Zip D73/// PITCH I/$" / FT. l3)'5 BARS E.W. - :n L I ■ I I I M I I I I I ■ I N , I 24NNN12" D. 0 -----------------------�----------------------- ---L-------------------------�---- �------ -------------1----- ------------�------------- G.J.-- - m CONC. FTG. W/ (3)'5 BARS E.W. I I in 9 I I I I I Q I I I IJ 'gI i i 24N24"xI2" D. ■ I i i C i I I I M I CONG. FTG. W/ (3) "5 BARS E.W, r- Q I I I ---+-- � I "` I I I I I I I I ■ � S3 . ■ —r -�- F %N r ...... 4k i • � O. 88a23 i UATE OF s,RID •� ` o •;SN- /9;6NlI11O ;S\ NB. 24"44"xI2" D. CONC, FTG. W1 ■ INDICATES 115 S3 (3)15 BARS E.W. 4'-4" 5'-4" b' 0" 5'-0" 3'-10" 44" 3'-8" 3'-10" 5'-0" 5'-4" 4'-0" 4'-4" 5'-4" THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM INDICATES 2 "5 SOIL BEARING CAPACITY OF 2000-PSF (R401.4.1 FBCR). 61'-0" FOUNDATION - B SCALE: 1/4" -- 1'-0" y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, R.OR]DA 34677 813 . 925. L300 TEL 813.925.1800 FAX W W WDAVL%EWS.CAM TAMPA • E>El* E -.� EST. 1994 �- r NJ 6 R 111111 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 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O O 42 O > ur) M O L,n M Ll) a N�d' gvo� L LL Q Q� V a-coQ § E ... ZIT w Wo J d' J o o: a W fa w�a. zz0 Rz R zz f ° zO U W Z a� ON z uj 0 o j O U Ln0J Z Lu u U.two M CL o �� o 95 o 0 ^ a rD Q z Ln N $ ; (n W Ln <F-zZ J '-+ ¢R0< a W W LL,z"' Z Zoo <. 00 Z Z m O g g om rn m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. SPECIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 02 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS 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 SISTERED 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 B (LB) - 02 SYP. 2x4 W/ (3) 0,131" x 3-1/2" RS. NAILS AT EA. STUD (16" O.C. MAX.) 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 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 C (LC) - 12 SYP. (2) 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ 5IMFI50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - "2 SYP. (2) 26 PT W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - "2 SYP. (2) 2x12 PT W/ 5/8" DIA. x 8" A$. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TR55 SUPPORT ALONG MA50NRY WALL), LEDGER F (LF) - 02 5YR 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY 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) - 02 SYP. (1) 2x8 W/ (4) 5IMP50N 6D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 61MP50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - "2 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. 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 I (LI) - 12 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 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) - *2 SYP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) SIMPSON 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 IRS. NAILS AT 3" O.C. LEDGER M (LM) - 02 5YR 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (U 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 51MP60N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H. SIMPSON HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED T 55 ATTACHMENT RESPECTIVELY U.N.O. �l H ¢ v, u u u ¢ ¢ ¢ ¢ ¢ a a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ u u u 0 _ j E- CJ1 CJl CJ3 CJ: CJ5 CJ`. EJ7 EJ; EJ7 EJ, EJ7 EJ; EJ7 EJ; LD Q (4w EJ7 �CL p_ EJ, O EJ7 Q Q EJ; J fj EJ7V QA EJ, LLJ 0- w EJ7V CL E Q E; J ~' L] W Lo Q � ? EJ7V EJ; 3/12 VAULT EJ7 �? EJ; �> E a EJ; EJ7VD EJ7VE EJ7VF X x2 EJ7VG J t� EJ7 �Q o w Lo �zw EJ7 X a O EJ7 x2 {— w Q �r� J � O C` G EJ7 Z Q�IY IJ w EJ7 �_� 0 Q�f L3_ Q ED " CJ5 CJ3 CJ1 as U U U (..) U CJ1 CJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE 4ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1830 - 9 - lod x 1 112" HTA20 1615 1585 30 -10d x 1 1/2" 8 HETA16 1830 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.SA 600 535 10 - 8d RT7A 670 565 10.8d x 1 1/2" D H3 455 320 8.8d RT3 610 525 8.8d x 1 1/2" E META20 1450 - 8 - IDd x 1 1/2" KTA20.18 1400 1400 1 10. 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 18. 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8. 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 5/8" ANCH. / 10d x 1 1/2" 3 HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTTS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 S/W ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX1O 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8. 10d x 3" 3US26 1115/1060 "* - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - I6d x 3 1/2" Q HUS28 2000/4220 ** 1720/312S ** 30. 16d x 3 1/2" HUS28 2570/4345 - 30. 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 112" MTW12 1195 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14 - 10d x 1 1/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16)10d NAILS & (5) 1/4" x 3" WEDGE BOLTS "X" HTS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 1 12 10d SFT24 1030 - 12.10d HCP2 645 S55 12 - 10d x 1 1/2" - - - MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROWN THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = V360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR 30IST 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 SPADING ON VERTICALS OF (B) TRUSSES I-8-0 CLEAR GAP BETWEEN (B) TRUSSES (+/- (o") (• •)FASTEN EACH (5) TRUSS WEB TO EACH (A) TRUSS TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (,l) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TIRU56 TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN NAILS AT 48" OC l*). IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 5YP NO.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 TRUSSES 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 54" ON A HORIZONTAL PROJECTION, W/ 2x CONT. LEDGER NOTE: SEE SHEET D-I FOR ROOF FRAMING DETAILS NOTES: I, (2)12d TOENAILS EACH 51DE OF FLOOR TRJ55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.O. • ALL TRU55 TO MASONRY STRAPS TO BE O U.N.O. • ALL TRU55 TO FRAME STRAPS TO BE O UN.o. — (A) ROOF FRAMING PLAN - B SCALE: 1/4" = 1'-0" DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST OLD6MAR, F[AR.tDA 34677 813.925.13Q0 TEL 813 . 92S . 1800 FAX W W WDAVISBEWS.COM TAMI'A • DEI�iVER EST. 1994 III III IrI VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 DREW 1. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z NO 0 ►__4 co �) M Ln O LA L c� Q U a00 Z w Wo J O t,0 d- 06 z �a a zaa Waww ��Oo z w < 14 C W Z awa,�o U Ui N LOz© zN' z z z Z a Lu Z O U t/l o Q ��� o <_ u.�o pr-j zozL� Qp^p O ►a- o a Z z �- N O ��S J � a Z z goa LLJ LU U. z w ONON Lu Q Q � o n Z Z v,�H 0000 Z Z a om.--1 m a 10- SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. 7m2 8(MIN.) OIMINJ (AX)(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 SF8-1B/1T 8F8-0B/1T 8RF6-OB/IT " 0 8F12-1B/1T O 0 • • • • 8RF14-IB/1T 8RF14-OB/1T 81F16-011/1T 8F16-IB/IT • • • • • • O O O 0 BF20-011AT 8F20-3/IT 8F20-111/2T 0 O O - U' 8F44-1B/IT 8F40-OB/1T 8RF40-OB/1T W32-1B/1T 8F32-OB/IT 8RF30-1B/IT 8F28-01IAT 8F28-1B/IT 8F24-011AT 8F24-1BAT 0 0 0 0 0 0 0 0 0 0 TYPE DESIGNATION " #5 REBAR AT TOP a MIN. (1) REQ'D F = FILLED WITH GROUT " U = UNFILLED 1-1/2" CLEAR R = RECESSED a • QUANTITY OF #5 REBAR AT w C.M.U. BOTTOM OF LINTEL CAVITY ¢ "Q " 8 F 1 6— 1 B/ 1 T , \ z " z GROUT 1 L QUANTITY OF #5 #5 REBAR AT BOTTOM REBAR AT TOP LLL--- • • OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 7-5/8"ACTUA PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL PLAN - B 5CALE: 114" - 1'-0" o(MIN.) DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLD6M11R, FtARmA 31677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • 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 DREW J. MEISHEID, P.E. #83217 AABED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z O N 0 N +-' O r>�MO j M In a to a O Ln Q Q LL a v a00 Q E w wo J O t0 J wo a ooVO z w o w ¢QLLJ _3 V LL N W W �L© z� Z g 0. 0 Lu J 0 u' z o z �z oxo O o CL J tj��r Lu 0LW0 * o r �- w W N z � 0 Z N Wz w � N J $aNg 3$� lii u.i W zf rn 4 ¢uj o� n Z Z U) m 0000 Z Z g g apm rn O ao a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. 802 OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE REFER TO FLOOR PLAN FOR NOTED AMPS, REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 14 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. 150 = 01 COPPER OR 2/0 ALUMINUM 200 = 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT, 12 COPPER TO APPLIANCES AND GFI 014 COPPER TO LIGHTS AND OUTLETS 10 COPPER TO WATER HEATER 18 COPPER TO RANGE % COPPER TO HVAC INTERSYSTEM BONDING TERMINATION PER NEC 08, 250,54 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NFPA 10-08, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY 5TAIR NOTE5 RAILING BALU5TER5 SHALL BE SPACED SO THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL 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 LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 59FIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. RESIDENTIAL 6th EDITION (2011) - R302.1 AND R302.11 5TAIRWALL FRAME NOTE ALL STAIRWELL SURROUNDING WALLS AND KNEE WALLS ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION. CEILING CONSTRUCTION: I. THE GARAGE 5HALL BE SEPARATED FROM THE RESIDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES BENEATH HABITABLE ROOMS 5HALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION 514ALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. DWELLING / GARAGE OPENING5: I. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/8" IN THICKNE55, SOLID CORE (S.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/5" THICK, OR 20 MINUTE FIRE RATED DOORS, 2. ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PAGE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS 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 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT IS U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS, GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. TOP RAILING NOTE: 5UBFLOOR ADHESIVE 15 U5ED IN ADDITION BALU5TER5 TO NAILS ON WOOD COMPONENTS, MAX 5PACING 4" 1 X 8 PAINTED IUD. CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO OGEE STOP THE 51ZE OF A 2 X 12 5.Y.P, AND IS 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 STRINGER 2 X BLOCKING NAILED TO STRINGER, 3/4" R15ER5 R15ER, AND TREAD, 2 X TREADS± RIP FROM 2x12 I X 5PRUCE 13 OR 3/4" CDX. TO SIZE NOTED ON PLAN PLYWD. R15ER. 2 X SOUTHERN YELLOW PINE (ACTUAL THICKNE55 151 1/2") TREAD, TYP. OPT. RAILING ELEVATION SCALE: 1/2" = 1'-0" NEWEL P05T TOP RAILING BALUSTER 4" O.C. SHOE RAIL (REMOVE W/ METAL 5PINDLE5) I X 8 PAINTED WD. CAP OGEE STOP r QUN LINt _ OPTIONAL &MUNQ DETAIL SCALE. 1 I 0 CLOSED RISER DETAIL SCALE: 1/2" - 1'-0" CARPI CARPI TREAC R15ER 2X4WALL 1/2" GYP BD. 3/4" 5KIRT BD. 2 X 4 5PACER 2X12 STRINGER TYPICAL STAIR FRAMING DETAIL B 5CALE: 3/4" - I'-0" GENERAL CONSTRUCTION NOTES CHAPTERS AND 5ECTION5 REFER TO F.B.G. RESIDENTIAL 6th EDITION (2011) MECHANICAL AND HVAC I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPAGITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANGE5 SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANGE5, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING 5PAGE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVIGE AN APPLIANCE. 3. DUGT5 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. *26 GAUGE (0.48 mm) 5HEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHE5 (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION IN5TRUGTION5. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANGE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE GONDEN5ATE DRAIN PIPING 5Y5TEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113, EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAU5T 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAU5T AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHE5 DRYER EXHAU5T DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.(o RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAU5T DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAU5T DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAU5T LOGATION5 IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ROUGH -IN IN5PECTION REQUE5T NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION, WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INGH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2, WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2. IN5ULATION NOTE5 • CMU WALLS:----- R-FOIL 4.1 KNEE WALLS THAT BACK UP TO CEILING • FRAME WALLS:-------- R-13 AREA ONLY:----------- R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URVEY NOTE A FOUNDATION SURVEY SHALL BE PERFORMED AND A DOPY OF THE 5URVEY SHALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 U5E, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK5. CEOLNG AT ENTRY NOTE ALL ENTRY CLG5. TO BE 15/32 058, GEMENTITOUS FIN15H (UN.0) G45 APPLIANCE PROTECTION IN GARAGE NOTE PROTECTION OF GA5 APPLIANGE5 IN RESIDENTIAL GARAGES: MINIMUM 3" DIAMETER 5CH 40 5TEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT, ABOVE FINISHED FLOOR GENERAL NOTES • DUE TO VARIATIONS IN CITY REQUIREMENTS, 5UBDIV15ION 5PECIFICATION5, CONSTRUCTION TECHNIQUES, DIVERSITY IN MATERIALS, AND PLAN REVISIONS, ALL DIMEN51ON5 AND ELEVATIONS MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. • ELECTRICAL LOCATIONS 514011N ON DRAWINGS MAY BE CHANGED AT THE 50LE DISCRETION OF GALATLANTIG HOMES OR IT5 LICENSED ELECTRICIAN IN ORDER TO COMPLY W/ NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODE5, GALATLANTIG HOMES WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLETS AND / OR 5WITCHE5 SHOWN. • ALL PLUMBING DIMEN51ON5 ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR SLAB 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 DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" CHIMNEY HEIGHT REQUIREMENT5: WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-O" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'.0" AWAY OR CL05ER TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR GI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. BEWS DESIGN GROUP 150 STATE STREET EAST O1.�sMAR, F1.oR1DA 3�6n $13.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TANIPI� • DEIVVF.Fi. ��-�a EST. 1994 F= �....- 0 Z � 0�o �z :v,Mo M 01 j M it �aLn L LL CL Q v z�.. w Wo J 0 0 z w� za a� WQ�a. � z 8 U �o LZLJ U uj W zo zu W z z 03 O Q J 0 < ce 0w u 0 (J) w 7 oC Q Z Q r4 W z LLJz V z zo Q U < O �� z a w 0 z > _ _3 0 0- w ko m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DAVISDT1 M l -) 3 1/2" l -) 3 1/2" N m SLOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL SCALE: N.T.S. FINISH FLOOR OVER SHEATHING OVER WOOD FLOOR SYSTEM PER PLAN -WALL PER PLAN P.T. 2"x4" CURB TILE PER SPEC SLOPE MUD TOWARD DRAIN LIGHT FIXTURE PER 5PEC'5 16,, SHOWER HEAD — PER SPEC TEMPERED GLA55 W/ MIRROR ADHERED TO WALL W/ MASTIC INSTALLED AS PER MAN'F OPTIONAL LISTELLO TO BE oe�HARDWARE PER 5PEG 5 K, AND TO MEET A5TM STANDARDS - CENTERED ON NICHE ONLY 3 I/2" DEEP NICHE DETAIL VALVE PER _ SPEC - «, EE WALL PER PLAN 4" BACK SPASM PER SPEC'S AT REAR OF NICHE BUT FOR OWNER BATH5 NOT ON SIDE RETURNS SHOWER FLOOR cL CURB PER PLAN - _� BATHROOM VANITY PER SPEC "' d Lu > Lu FLOORING PER PLAN e PER SPEC S FLOORING PER PLAN It IF SHOWERYALVE 151N e TYP. VALVE AND TYP. SHOWER TYP. MIRROR AND BLOCK WALL, THE NICHE WILL BE IN OPP051TE WALL SHWR. HEAD DETAIL ENCLOSURE DETAIL LIGHTING @ VANITY 5GALE: 1/2" : I'-0" 5GALE: 1/2" : I'-0" SCALE: 1/2" : I'-0" D I WN Z) I u111z7 H I /4LL I uLX;) iwlC, WALLS - TYP. ALL TU5/5HWR5. NICHE AT BATH SCALE: N.T.5. FINISH FLOOR OVER REINF CONG SLAB PER PLAN — WALL PER PLAN P.T. 2"x4" CURB TILE PER SPEC SLOPE MUD TOWARD DRAIN z FLOOR DRAIN w FLOOR DRAIN WATER PROOFING MEMBRANE WATER PROOFING MEMBRANE SHOWER CURB DETAIL RECESSED SHOWER @ WOOD FRAMED FL SYS. DETAIL @ CONC SLAB 5GALE: 3/4" : 14" 5GALE: 3/4" : I'-0" ,,SEE DET> 5HEET DTS FLOOR CURBS - -- -- -- - - - - - - - - - ER 5GALE: N.T.5. FINISH FLOOR OVER REINF CONC SLAB PER PLAN — WALL PER PLAN TILE PER SPEC SLOPE MUD (6" TOWARD DRAIN 'I Mlr Lu �7 FLOOR DRAIN WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL @ CONC SLAB 5GALE: 3/4" - I'-0" Q3 FULL 1/2 = 8" RADIU5 Lu 12" RADIUS RND. ARCH z z U U U 0 e 0 a-) cp Q Q a e 3'-6" AND Y-1" TO 14" 1'-I" AND LARGER SMALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN UPPER FLOOR NOTE: WHEN AN 8" AND 12" RADIU5 HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2'-011), THEY NEED TO ALL HAVE THE LARGER RADIUS. w FULL I/2 w = 8" RADIUS w z _ 12" RADIU5Lu RND. ARCH z ? z Lu U U La Lu U v Lu uj U V 3'-6" AND 3'-1" TO 1'-0" 1'-1" AND LARGER SMALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLA MAIN FLOOR TYPICAL INTERIOR ARCHES SCALE: 1/4" -- 1'-0" 1 1/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 3/4" THICK RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL 5EE SHEET DT6 FOR STUCCO NOTES, NOTE: FRAME IN UNDER 51DE OF OPNG, W/ 2x ON IT SIDE RIDGE e 3'-10" TILE 4' OFF RIDGE VENT HOLE 51ZE: 12"x46" RIDGE e R.O. SHINGLE 110-1) OFF RIDGE VENT HOLE 51ZE: 10"41" ROOF VENT DETAIL SCALE: NT5 TOWEL BAR [dl T.P. HOLDER FINISH Ff. LINE TYP. BATHROOM ACC. DETAIL 1 (o" MIN. WIDE AGRO55 FRONT FACE APPLY ACROSS IN511DE FACE OF BLOCK OPENING 1'-0" MIN. ABOVE SILL 1'-0" MIN. BELOW SILL ELASTOMERIC PAINTED SILL DETAIL MASONRY APPLICATION ONLY SCALE: NT5 ROOFING MATERIAL FIBERGLA55 SHINGLE: - SYNTHETIC ROOF UNDERLAYMENT INSTALLED PER MANUFACTURE 5PEC5 - 1/16" APA RATED 5NEATING ASPHALT SHINGLES (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.G. RESIDENTIAL 6th EDITION (2011) - SECTION R9052.6 AND R905.21o.1. 2. ASPHALT 5NINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER - FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS 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. RESIDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. - FOR ROOF 5LOPE5 OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) OR GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II OR A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RESIDENTIAL 6th EDITION (2011) - SECTION R905.1.1, 3. FA5TENER5 FOR ASPHALT 5NINGLE5 SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 12 ^ter PRE ENGINEERED WOOD TRU55 INSULATION PER COMMUNITY 5PEC5 AND ENERGY CALC5 HURRICANE ANCHOR AT EACH TRU55 SEE TRU55 LAYOUT ROOFING MATERIAL (SEE NOTES ABOVE) ELEVATION VARIES ,ah TOP OF MA50NRY y METAL DRIP EDGE 2x FA5GIA BOARD WRAPPED IN ALUM. SEE ELEVATION FOR CLARIFICATION VINYL 50FFIT VARIES SEE ROOF PLAN SOFFIT AND FASCIA DETAIL N.T.S. DAMS BEWS DESIGN GItOVP lso STATE srls�r Ersl- o�•osn�n�, �l ol�ron �� 813 . 925.1300 TEL 8L3.925.1800 FAX W W W.DAVLSBEWS.COM TAMI'A • DENVER. EST.1994 �_� I 19 0 z� 14 0.2o ,>i M o �) M In a N v- V a� z� z W Wo J � 0 �z W� za &a. 80 J Ztjza '07�fLu Z a Lu emr® LL! 8 NJ Q ZZ ro z z z 0 �3 o b o Q D 0 Z p� _j w �—, ''`' o Lr) N U.J -I z QNw z 0 Lu z U Z z 0 OU W z U z Q w m z rn a w m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT2 GENERAL BRICK/STONE NOTES (WHERE APPLICABLE) BRICK/STONE 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"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS e 24" 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, AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SGREWS e 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.IA AND F.B.C. CRITERIA, OR BY OTHERS. BRIMSTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRIMSTONE INSTALLATION INFORMATION, AS BRIMSTONE DESIGN IS BY OTHERS, SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRIMSTONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, AND ALL OTHER BRIMSTONE CRITERIA IS 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 SIDEWALLS, 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN I'-0" OF THE BUILDING SIDEWALLS. 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 -CONSTRUCTION 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'-0" OF ANY BUILDING OR PROPOSED 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 49X12 48X12 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 7TE-- 26 X 71 1/2 S.H. n^10i t - WALL PLAN VIEW 11 CONTROL JOINT DETAIL SCALE: N.T.S. 2x4 FR4 WALL 1/2" DRY PAPER BACKED METAL LATH 3 COAT STUCCO FINISH (CEMENT PLASTER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" D.C. (NO PENETRATIONS SHALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 1 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. I" OR 2" MAX. BELOW SLAB SEAT 615CALE: STUCCO TERMINATION ON C.M.U. AT FOUNDATION N.T.S. -FRAME CONSTRUCTION � LATH IS REQUIRED TO BE DISCONTINUOUS BEHIND THIS JOINT FRAME CONSTRUCTION MA50NRY 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 1`10 5. WEEP SCREED CONTROL JOINT STUCCO FINISH ASTM 1063 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. 5Q.(13.4 M 50.) IN AREA AND NOT MORE THAN AREAS OF Imo FT. SQ. (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2k2 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 1/6" NOMINAL CEMENT PLASTER OVER FRAME CONSTRUCTION (STUCCO) SHEATHING BOARD CONTROL JOINT HORIZONTAL OR VERTICAL AT FRAM SCALE: N.T.S. �I SHEATHING TWO LAYERS WRB 6" STRIP OF SAF DISCONTINUOUS LATH BEHIND G.J. PER ASTM C1063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALY. 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.S. 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) SAP 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 t BROWN) cSTucco) FINISH COAT TEXTURE COAT DAVIS BEWS DESIGN GROVP lso STATE srt�r FAST OI.D6MAR, FLORIDA 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCAM TAlvll'A • DENVER Fsr. 1994 O Z C) 01-4 Ln v� +� O i>i M O MLLn Z CL O Ln fl. H �f a v a00 ZZ w WO J C) d' J �z �5 W� �a a V) o-So J �E z z f�l a $a�n � o vm�Q Q zz rg �z w Z z 0 �3 ° as0 < OW u- z Q �W Z Lu Z U z zO 0_U w Z C9 10 Z Lu Cj Z 0. W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT3 COLUMN CONSTRUCT STUCCO (CEMENT PLASTER) LATH 2 LAYERS WRB---`Nil WEEP SCREED �� . e CONCRETE STOOP I 1 COLUMN AT CONCRETE SLAB SCALE: N.T.S. BARRIER PAPER FLASHING NAILING FIN NO 5EALANT—,, NOTE: MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A 1/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK TH15 GAP. WATER DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT. 6 FIN WINDOW HEAD DETAIL SCALE: N.T.S. CORNER BEAD FASTENED WITH NAILS, SCREWS, OR STAPLES AT /" n/' \/ice?lP Al I V STUCCO OUTSIDE CORNER WIFE LATH CEMENT PLASTER (STUCCO) INSIDE CORNER 2 STUCCO DETAIL AT CORNERS 1 SCALE: N.T.S. BACK CAULK SILL DAM AND 12" UP WALL EACH SIDE STOP FLASHING HERE INTERIOR PEEL -AND -STICK MEMBRANE 2LAYERS 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.S. EXTERIOR FINISH BEAD OF 51LICONE / - CAULK UNDER WINDOW FLANGE SEALANT STUCCO BAND BITUMINOUS MEMBRANE OR FELT 7 BITUMINOUS STUCCO BAND MEMBRANE OR FELT EXTERIOR FINISH SILL DETAIL HEADER DETAIL 7 FIN WINDOWS EXT. CASINGS SCALE: N.T.S. STEP 1 INSTALL THE VENT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. TRIM THE HOUSE WRAP A CLOSE AS P0551BLE AROUND THE PERIMETER OF THE VENT. SELF ADHESIVE MEMBRANE FLASHING AT DOORS BACK CAULK 51LL AND 12" UP WALL EACH SIDE 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 50 THAT IT EXTENDS PAST THE FLANGES BY I" ON BOTH SIDES. NOW APPLY THE FLASHING TO THE 51DE5 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. PREFAB METAL EXTERIOR DOOR THRESHOLD DOOR FORMED "SEAT" IN CONCRETE SLAB ACTS AS PAN FLASHING G�.S fl v �v Z5LAB ON GRADE e USE ° ° A PLASTIC SHIMS CONCRETE SLAB UNDER DODR 5 FLASHING DOOR THRESHOLD SCALE: N.T.S. NOTE THIS TYPE OF INSTALLATION IS 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 15 TO INSTALL THE FLASHING ACROSS THE TOP. EXTEND THE FLASHING OUT AT LEAST I" ON BOTH SIDES. NOTE THIS TYPE OF INSTALLATION IS 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 15 TO INSTALL THE FLASHING ACROSS THE TOP. EXTEND THE FLASHING OUT AT LEAST I" ON BOTH SIDES. DAVIS BEWS DESIGN GROUP Lso srA-rE sr�er eAsl' o1.D6titAtt, F1.oItIDA 34677 813.9'Z5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM T.1MPA • DENVER ----------------------- O Z � 0 cu r, i-. M O j M l^ Ln CL LL DC U a 0 ¢ E `. Z w Wo J O �o J Oz �o w� za Z80 �L) qqU J �Ezz E f JJ w S LL W � N W �W° Q Z z rzo f z Z 0 O ¢ Q CC F— OZ W Q Z Q N W Z LLJ z U Z z O W OU z � z �uw C] zCD _ cl g w m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT4 FLASHING REQUIREMENTS 11609.1 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. 11703.4 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 INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHII OVER NAILING FL i AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD TEMPORARILY FOLD -UP & SE( HOUSEWRAP (( TUCK FLAP UNI AT HEAD FOLD HOUSEI 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 -J FLASHING 1" MIN BEYOND JAMB FLASHING STEP 7 TYPICAL WINDOW FLASHING INSTALLATION DETAILS 1" MIN 4LIGN FLASHIN( NI INT. EDGE 0 >ILL R.O. MECHANICALLY -ASTEN FANNEC EDGES. (CAP NA )TAPLES) PER M NSTRUCTIONS NSTALL 6" WID SELF -ADHERING -LASHING AT SI XTEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT A. CONTINUOUS ) BACK OF WIND ;E IN LINE W/ HOLES OR SLOT INSTALL WINE PLUMB, LEVEL SQUARE PER N WRITTEN INS7 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 i I 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 �i SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS DAVIS BEWS DESIGN GROUP 150 STATE STREE7f EAST OI.D6INAR, FIARIDA 34677 813. 92.5.1300 TEZ. 813. 925. 1800 FAX WWW.DAVLSBEWSCAM TAMI'A • L7EI�NER -�-a FST. 1994 �� O Z O cV C) N n aLn -' O H � cMr� 0 in M � Q a D- M pC U Q � Z�M WZ wo J O tD d- 3 W� Za �a w¢�� oogo J Z Z I� �0�w 0WLL t-u ��O Q ZZ r° � z �Z Z 0 F-4 O 0 Q 0-4 DO Z Ce W F- � 0 �� Q Z Q N W Z LLJ Z U Z Z 0 pU UJI � p Z z a w 0 Z In 1 0- W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT5s 1 DOOR HEADER (RE: STRUCTURAI (RE: STRUCTURAL SHEATHING ATTA STUDS INSTALL 4" WIDE — SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING — MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP AT 450 ANGLE STEP 2 FOLD HOUS AND AROUt AND HEAD MECHANICP FASTEN FAP EDGES. (CAI STAPLES) PI INSTRUCTI( INSTALL 6" SELF-ADHEI FLASHING A EXTEND FLE DOWN THE INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASH] OVER DRIP CAP NAILING FLANGE STEP 3 STEP 6 STEP 7 STEP 8 TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS - OUTSWING &FIXED FRENCH DOORS APPROVED HOUSEWRAP OVER — SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP m FOLD HOUSEWRAP IN AND AROUND JAMBS 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 1� 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 SEE DOOR DETAILS FOR FINISH/TRIM DETAILS INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLA DOOR FRAME 1/4" STEP 4 STEP 9 %7 1 G r mV INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING STEP 5 NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. X. X ::X!� STEP 5 NTS NTS DAVIS BEWS DESIGN GROVP 150 STATE STR.EEC EAST OLDWAK ROMA 34677 813. 925. 1300 TM 80.925.1800 FAX W W W DAVISBEWS.COM TAMPA • E3E OVER �_-=-a EST. 1994 h -� O Z CD fV 0 � O > V) M O (0 Lr) CL M z §" UE avCo w ZWo J O l0 �z w� za z uj (x U480 J ZDuz'z � 00 z R J J F_ 0.-8 vca�0 W oN Q ZZ rg �W z z O F__q O Q < O Z J W rr ^_ LL V/ � W 7 � Q Z Q N W z Z z O \ Z O uj OV z w co co z 0- w tDm SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT5m2 SHEATHING WRAP AND FLASHING: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.13 WATER -RESISTIVE BARRIERS ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'S NOT ENOUGH TO WRAP A HOUSE, AND THEN TO SIMPLY X-CUT 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 CHOOSING NO, 15 FELT, LOOK FOR MATERIAL RATED ASTM D4869 OR ASTM D22(o STANDARD, WHICH ENSURES A WEIGHT OF AT LEAST 11.5 LBS, PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOUSEWRAPS TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE PRIMARY DIFFERENCE IN HOUSEWRAPS IS WHETHER OR NOT THEY ARE PERFORATED: I.) PERFORATED PRODUCTS ARE MADE FROM A VAPOR -TIGHT PLASTIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO "BREATHE" (ALLOW VAPOR TO PA65 THROUGH). UNFORTUNATELY, THESE HOLES AL50 ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE SIDING 15 PRESSED TIGHT AGAINST IT, THE HOUSEWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY, 2.) NON -PERFORATED HOUSEWRAPS ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA55 BETWEEN THE FIBERS, THESE GENERALLY PERFORM MUCH BETTER THEN PERFORATED PRODUCTS AT RE515TING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK LEACHING: HOUSEWRAPS ARE SUSCEPTIBLE 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 SIDING MATERIALS. THI5 REDUCES LEACHING AND BLOCKS MOISTURE FROM MOVING THROUGH THE SIDING 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 SOME FLASHINGS (SUCH AS THOSE AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH SHEATHING WRAP. 3.) LAP UNDER GOUR5E5 OF HOUSEWRAP 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, (o.) ALWAYS WRAP GABLE ENDS. THI5 PART OF A HOUSE SEES A LOT OF EXP05URE TO WIND -DRIVEN WATER 1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG IN51DE AND OUTSIDE HOUSE CORNERS, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 36-IN, WIDE ASPHALT FELT) ON EACH WALL, 6.) CONTROL SPLASHBACK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING 51DING AT LEAST 8 INCHES ABOVE GRADE. AT DECKS AND STOOPS WHERE SPLASHBACK MAY BE A PROBLEM, USE A WIDE PEEL -AND -STICK FLASHING MEMBRANE, MAKE SURE THE MEMBRANE LAPS UNDER THE SHEATHING WRAP ABOVE IT. 9.) 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 HOUSEWRAP RECOMMENDED TAPING ALL 5EAM5 TO BLOCK AIR LEAKAGE THROUGH WALLS. TAPE SHOULD BE TYPE RECOMMENDED BY "SINGLE SOURCE" SYSTEM. SOME TAPE IS USEFUL FOR STOPPING WATER LEAKS BY REPAIRING RIPS (PARTICULARLY TEARS AROUND STAPLES) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE SIDING IS IN PLACE. DO NOT PATCH OVER HOUSEWRAP AND RELY ON THE 5TICKINE55 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOUSEWRAP AND FLASHINGS UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP SCREEDS AND CONTROL JOINTS CONTINUED: FINISH -COAT THICKNESS: APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: ALL STUCCO SYSTEMS APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FIN15H COAT 15 ONLY ABOUT 1/8 INCH THICK. IT APPLY TO CLEAN DRY SURFACES. APPLICATION VENT PIPES ON WOOD AND ASPHALT ROOFS ARE 5U55TRATE5 SHALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD SHOULD BE APPLIED AS EVENLY AS P0551BLE TO TEMPERATURE: 40 DEGREES TO 80 DEGREES. PREPARE USUALLY FLASHED U51NG A PRE ASSEMBLED 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 IN51DE 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 18 FEET). MIX PROPORTIONS: COMPRESSED AIR LONGER PREFERRED WAY IS DOUBLE LAYERS OF HOUSE WRAP SIMILARLY, CASING BEAD AND CORNER BEAD HELP TO WIPE THE SURFACE WITH A STRONG SOLVENT, SUCH AS UNDER SELF -FURRED LATH. PAPER BACKED LATH CREATE EXPANSION JOINTS AT CRITICAL INTERSECTIONS: INCONSISTENT 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 CORNER DIFFERENCES IN COLOR, TEXTURE, AND STRENGTH WHICH EVAPORATE WATER AND D1550LVE GREASY 5UB5TANCE5 PAPER -BACKED LATH SHOULD NOT BE CONSIDERED A BEAD. CAN CAUSE THE BATCHES TO FAIL. MAKE EVERY EFFORT THAT CAN RETARD ADHESION. FLEXIBLE FLASHING- SELF -ADHERING BITUMINOUS 5UB5TITUTE FOR WELL -DETAILED SHEATHING WRAP. 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 COUR5E5 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: IN51DE AND OUTSIDE COURSES 50 WATER WILL DRAIN DOWN AND OUT, AND OF SHEATHING WRAP OR FLEXIBLE FLASHING, AND THEN THE JOINT, ACHIEVE A SMOOTH, EVEN APPEARANCE COMERS OF WALL SHEATHING: STUCCO SHELVES AND FLASH ALL OPENINGS, FOLLOWING THE FLASHING CASING BEAD SHOULD BE APPLIED VERTICALLY TO MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE WITHOUT SQUEEZE -OUT ON THE SIDES. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL GUIDELINES PER THE 6th EDITION (2011) FLORIDA CREATE AN EXPANSION JOINT, WHILE THE FLASHING ADDITION OF THE LAST INGREDIENTS. CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA SUBJECT TO 5PLA5HBACK BUILDING CODE -RESIDENTIAL. SERVES AS THE M05T IMPORTANT WATER SEALING SMALLER THAN THE SIZE 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 FLASHINGS 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: NIGH -QUALITY URETHANE SEALANT, A5 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 FLASHINGS: 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 D1551MILAR 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 45 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 GOATS 5HALL BE ALLOWED TO TO AVOID EXCE551VE EXPANSION AND CONTRACTION, DAM LEAKS, TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN. BUT 5HALL BE STOPPED AND TIED AT EACH SIDE. LATH MEETS A SOFFIT OR FRIEZE BOARD. USE CONTROL JOINT PERMIT EACH GOAT TO CURE OR DEVELOP ENOUGH USE 8 FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM, WIDE (BUT 50METIME5 AVAILABLE UP TO 3(o IN, WIDE), THESE SHALL BE ATTACHED TO FRAMING MEMBERS WITH OR EXPANSION JOINT AT MA50NRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHYSICAL FOR VALLEY FLASHING. AVOID USING ALUMINUM, WHICH FLEXIBLE FLASHINGS GAN BE APPLIED DIRECTLY TO THE ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON CONNECTIONS. DAMAGE WHEN THE NEXT COAT IS APPLIED, EXPANDS AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG AS THE SURFACE 15 WARM AND CENTERS ALONG SUPPORTS. LAP SECTIONS 8 INCHES MINIMUM. RELATIVELY CLEAN. FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE TEXTURED FINISH OVER MASONRY: (STUCCO FINISH) THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC B01TOM OF ALL FRAMED EXTERIOR WALLS, BELOW THE CONDITIONS AND TYPES OF PLASTER BASE. VALLEY CENTERLINE: THICKNESS VARIES FROM 25- ?0 60-MIL5. THE THINNER THE FLOOR LINE. WHERE WALL IS 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 WEEP SCREED SHOULD BE MIN, I" FOD FO WITH FI 926 AND C 1063. REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS. WHEN A STEEP ROOF INTERSECTS A SHALLOW ONE, WATER BENEATH 51DING, BUT AL50 THE EA51ER IT WILL TEAR AND MAX. 2" BELOW F. COLD OR WET WEATHER LENGTHENS AND HOT OR DRY CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT DEGRADE IN THE SUNLIGHT, EXTERIOR PLASTER: WEATHER SHORTENS 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 THIS NEED A VALLEY CLIMATE CAUTIONS: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.1.2 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING FLASHING WITH A CRIMPED CENTERLINE. THE STEEPER SECTION R103.1.1 LATH MATERIALS DURING COLD WEATHER AND BY REDUCING THE ROOF THE MORE CRITICAL THE CRIMP WILL BE. IN WAR"( TEMPERATURES, WHEN RUBBERIZED ASPHALT 15 THE RE516TANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE A550RPTION OF THE BASE BY PRE -WETTING DURING STICKIEST, IT IS NEARLY IMP0551BLE TO REP051TION IT ONCE 1. 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 SURFACE. MAKE SURE TO THEY 5HALL 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 GOAT SHOULD BE APPLIED AS SOON 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 IS SUFFICIENTLY RIGID TO RE515T 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 EXPANSION JOINT. CRACKING, THE PRESSURES OF THE SECOND COAT FROM DRAWING THE WATER UP UNDER THE SHINGLE, WHEREVER SURFACE TEMPERATURES MAY EXCEED 180-F), AVOID ENDS OF THE SHEETS OF ALL METAL PLASTER BA5E5 SHALL BE APPLICATION, AND THE LEVELING PROCESS, USING WITH METAL FLASHINGS: THE FLASHINGS 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 FLASHINGS OFTEN DON'T VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WRB TO WRB TRADITIONAL THREE -COAT STUCCO CON515T5 OF THREE CLIMATIC CONDITIONS, THE TYPE OF BASE, AND USE OR TO ONE ANOTHER, HOWEVER THIS 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. 50ME STICK IN TEMPERATURES BELOW 25° F, BUT A TROWEL -APPLIED SCRATCH COAT, WHICH 15 APPLIED CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE MOST REQUIRE SURFACE TEMPERATURES OF 40°F OR GREATER 4.BAGKING SHALL BE LAPPED NOT LE55 THAN 2 INCHES (50 mm), OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR 50ME M015TURE 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 15 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 5Y5TEM ARE SURFACE MAY BE REDUCED. IF IT 15 HOT, DRY, AND TOGETHER. ON CONCRETE, MASONRY, OR 055, RUBBERIZED BE REQUIRED TO ENSURE THAT FLANGES ARE MECHANICALLY MADE OF A 51TE-MIXED CEMENT PLASTER. EACH BATCH WINDY, THE FREQUENCY OF RE -WETTING MUST BE METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLASHINGS MAY NOT STICK WELL UNLESS 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 SURFACES, 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 TO HELP REDUCE THE CROCKING THAT 15 CONSIDER THE PHYSICAL CHARACTERISTICS OF THE EXPANDS AND CONTRACTS. POLY V5. FOIL: RUBBERIZED FLASHINGS 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 U51NG 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 CONDITIONS WHEN SELECTING THE METHOD OF CURING. FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY -COVERED PRODUCTS NEED TO BE COVERED INCHES O.C. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITH CHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE FROM SUNLIGHT WITHIN 30 TO 90 DAYS± 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 EXP05URE LIMITATIONS BUT EVENTUALLY WILL RIB LATH. DRY OUT AND BECOME BRITTLE, ANY SHIFT IN SURFACE(1)MOIST lCURING 15 ACCOMPLISHED BY APPLYING A FINE METAL VALLEYS SHOULD BE FABRICATED FROM NO LESS MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND 61ATH 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, UNLESS OTHERWISE SPECIFIED. GENERALLY TWICE DAILY IN THE MORNING SH ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT THE SCRATCH COAT 15 APPLIED DIRECTLY TO A CLEAN AND EVENING. CARE MUST BE EXERCISED TO AVOID LEAST 8 INCHES ON EITHER SIDE THE CENTERLINE. IO IO EXPOSED APPLICATNS: IN PERMANENTLY EXPOSED 1. ENDS OF ADJOINING PLASTER BASES SHALL BE STAGGERED. BLOCK WALL OR, ON WOOD STRUCTURES OVER WRB AND ER05ION DAMAGE TO PORTLAND CEMENT -BASED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE 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 TO 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 11 INCHES EACH SIDE OF CENTERLINE. WITH EPDM TAPE IS THAT IT'S EXPENSIVE, AS WELL AS QUITE THICK ( ABOUT 10-MIL.), MAKING IT AWKWARD TO FOLD INTO WHICH THE BROWN COAT CAN KEY FOR A GOOD BOND. AROUND THE PERIMETER OF THE PLASTERED AREA, CAN 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 M016TURE SECTION OF ROOF FLASHING MUST HAVE AN END LAP OF OVER OPENINGS SERVES TWO IMPORTANT PURP05E5 - IT SHOULD BE 1/4 INCH DEEP. BETWEEN THE MEMBRANE AND PLASTER CARE MUST BE AT LEAST 4 INCHES FOR WOOD SHINGLES AND SHAKES, BUTYL RUBBER FLASHINGS: PROVIDES A SCREED THAT HELPS ENSURE UNIFORM EXERCISED IN PLACING THE FILM: IF T00 SOON, THE FILM AND AT LEAST 6 INCHES FOR SLATE AND TILE ROOFS, COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER SCRATCH -COAT THICKNE55: MAY DAMAGE SURFACE TEXTURE: IF T00 LATE, THE 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 3/8 FRONT WALL FLASHING: WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION. FOUNDATION WEEP SCREED AT FRAME WALLS: INCH TO 1/2 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 FLASHINGS: SECTION 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 15 VERY LOW, THI5 OPTION ALONE MAY NOT FEW COURSES, IF NECESSARY, 50 THE LAST COURSE IS AT NOT ALL FLEXIBLE FLASHINGS ARE SELF -ADHERING, 50ME MUST ACCE550RY 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 ACCE550RY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE CUT 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), IS 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 M015TURE FROM THE WALL CAVITY "RODDED" WITH STRAIGHT EDGES AND WOODEN FLOATS. WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE BENEATH 51DING AND TRIM IN CONSISTENTLY COLD AND A VERTICAL ATTACHMENT FLANGE NOT LESS THAN 3 1/2 IT 15 APPLIED AS SOON AS THE SCRATCH COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT COURSE. TEMPERATURES, OR WHEN THE SURFACE IS 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. TH15 I5 USUALLY AT "THUMB PRINT HARD" AND WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL PEEL -AND -STICK FLASHINGS. COVER NONSTICK FLASHING AS WITH THE APPLICATION REQUIREMENTS OF ASTM C 1063, CAN BE DONE ON THE SAME DAY, BEST WAY TO DETERMINE PAINT READINESS, PAINT IT TO THE ROOF ONLY. SOON A5 P0551BLE TO PROTECT IT FROM SUNLIGHT. MANUF. HAVE A MAX. PH LEVEL (APPROX.10). DO NOT NAIL THE FLASHING STRIP TO THE WALL. STUCCO CONTROL JOINTS: BROWN GOAT 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 EXPANSION THE BROWN COAT 15 COMP05ED OF SLIGHTLY MORE DO NOT USE A WATER BLASTER, AS THE PRE55URE 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. SAND THAN THE SCRATCH COAT MIXTURE, AND DO SEVERE DAMAGE TO THE STUCCO, ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACKSIDE OF CONTROL JOINT SHOULD BE APPLIED OVER THE METAL THEREFORE IT 15 MORE MANAGEABLE BUT SLIGHTLY STUCCO SHOULD BE PAINTED ONLY WITH 51DEWALL FLASHING: SIDING TO DRY. LATH AT EITHER A MAXIMUM DISTANCE OF IS LINEAR FEET WEAKER IT SHOULD BE APPLIED 1/4 TO 3/8 INCH THICK ACRYLIC -BASED PAINTS WITH ADEQUATE VAPOR 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 GOAT 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 FIN15H COAT, CAUSING 50ME AREAS OF CONTROL JOINT BACKER ROD: AGAINST VERTICAL WALLS ARE BEST PROTECTED BY SHOULD BE DESIGNED TO FIN15H FLUSH WITH THAT OF THE THE FIN15H COAT TO DRY BEFORE OTHERS. THE RE5ULT5 METAL STEP FLASHING PLACED OVER THE END OF EACH DIFFERENT 51DING5 CALL FOR DIFFERENT DRAINAGE DETAILS. WEEP SCREEDS AND PLASTERSTOPS. 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 RODS TODAY CUT STEP FLASHING PIECES BE 10 INCHES LONG AND 2 DIFFERENT TYPES OF 51DING: JOINT. ARE MADE OF FOAM AND COME IN DIAMETERS FROM 1/4 INCHES WIPER THAN THE SHINGLE EXPOSURE E.G.1 BOARD SIDING, SHAKE AND SHINGLE 51DIING AND VINYL 51DING. FINISHED COAT: INCH TO 2 INCH AND UP. CHOOSE A BACKER ROD THAT IS 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 JUST LITTLE LARGER THAN THE JOINT SO IT WILL STAY IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH A BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER 51DING AND AN EXIT PROVIDED FOR THE WATER TO 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 5TICKINE55 OF PEEL -AND -STICK FLASHINGS FOR SHEATHING: THE BOND 15 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 THI5 MEMBRANE DRAPES OVER THE SHEATHING WRAP BELOW. ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'S NOT ENOUGH TO WRAP A HOUSE, AND THEN SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE, FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS 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 50 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 51DING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK THIS GAP: OTHERWISE, WATER THAT RUNS BEHIND THE SIDING ABOVE WON'T HAVE A PLACE TO DRAIN. IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW 15 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 THIS 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. SLABS 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, 50 IT STANDS OUT AND ALLOWS WATER TO DRAIN FREELY, CANTILEVERED DECK OR BALCONY JOISTS 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 FLASHINGS 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 M05T 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 POSSIBLE IN THE SCHEDULE, IT'S BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE SUBFASCIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. BEWS DESIGN GROVP lso srnre srR.�: r ensr a.osnv►�., �n ��n 813 . 925.1300 TEL 813 . 92S . 1800 FAX W W W.DAV4SBEWSCAM TAMPA • DENVER �� FST.1994 ��-- 0 Z � Om -L o �(nMo fn 0 Q uLn - o- z < oC U a .-1 0 Z�'�`. w wo J o kO J s z W� za 17. wa&� o C) .J F-••� 2 � z $c8 W o�o Q zz �o zz z Z g Z O Ln 3 O Q J � Z W LL 0 � Q z Q N W z `-' z U Z Z0 � OV p Z Z Q W 0 Z rn g w ko m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DAVISDT6 COUNTERFLA5HING—\,,,, BASE FLASHING EXTENDS 6" MIN. OVER ROOF PANEL TAPE SEALANT METAL ROOF PANEL ROOF FELT CLOSURE STRIP 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. SEE DETAIL OF TRANSITION AT WALL TO ROOF PLANE ON PCS ARCH /ENTRY \ (IF APPLICABLE) Q CM.U.OR FRAME WALL -- _=- -_ - SLOPE _ ------ --- - CRICKET PROVIDE MIN. SLOPE PER CODE 5 VALLEY CRICKET DETAIL SCALE: N.T.S. UNDERLAYMENT SHINGLE CUT TO FIT OVER PIPE AND SET IN 4 ASPHALT PLASTIC CEMENT \ \S i. VENT PIPE ' BEAD OF A5PHA PLASTIC CEMENT BETWEEN PIPE SAND FLANGE \ \ PREFROMED FLANGEPLACED OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT NOTE: \ VENT PIPES ARE SEALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF SHINGLES 2 VENT PIPE FLASHING SCALE: N.T.S. SHEATHING WRB HOUSE WRAP 5"6" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1 " BEYOND ROOF EDGE 6 KICKOUT FLASHING DETAIL - FRAME SCALE: N.T.5. 1 UPPER AND SIDE SHINGLES OVERLAP FLANGE. SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES TAR / BULL MASTIC OVER STEP FLASHING 1/8" STUCCO PER A5TM 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 SIDING 5" MIN, 4" MIN. LEAVE GAP TO CUTOUT ADHERE SHINGLES TRIMMED TO COVER FLASHING STRIP NAIL FLASHING STRIP OVER CUTOUTS \ IN COURSE BELOW FRONT WALL T PLASTIC CEMENT TOP COURSE AT ,­—TOP 8" WIDE NOTE PLAN SHINGLE LAYOUT 50 THAT THE LAST COURSE 15 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.5. C.M.U. 511X5I1 Wl 120 FLASI• BEYC 7 KICKOUT FLASHING DETAIL - CMU SCALE: N.T.S. TAe 1e 111 <5 :ARANCE AND FASCIA W/ DRIP / STUCCO 36" - WIDE MEMBRANE EXTRA FASTENER IN VALLEY CENTERLINE — G�\---_--__ --- END OF SHINGLE EXTEND SHINGLE 12" MIN. BEYOND VALLEY CENTERLINE NO FASTENERS WITHIN 611 OF CENTERLINE /UNDERLATMENT \ CLIP CORNER OFF I" AND. `� .< �'\ O \_; i�AF`PLT SPOT OF ASPHALT f < PLASTIC CEMENT-> \ SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE - 8 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: N15. BEWS DESIGN GROVP iso srw-re stir FnsT o1.osMnRT rwRro� �n 813 . 925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.C.OM T.1MPA • DE[�NE'.R. r..fi� EST:1994 F=�+Y O Z N ram-, � M O MLn a � �L n Q L- i- � � M z E cl LL � 00 Z w WO J O tO tt J €oz w� za ¢E f Waa� ' ^ rzgo ZtJ` 3¢ ��t LLJ W z O C l J a�u-o Sm® Q zz �z Z Z 03 QQ b o� D H 0z W u- � Q Q N W z 0 �zo U z 0u 7- O z Z Q W 0 m Z = w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DAVIS TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 O� FRAMED WALL WITH OSB SUBSTRATE O O O ATTACH AT TOP ONLY � � � � STEP 3.2 TO ALLOW SHINGLING MINIMUM OF 6" n n \ OF WRB. SELF -ADHERED / O I 1 SELF-SEALING FRAMED WALL WITH OSB SUBSTRATE STEP 1 STEP 2 STEP 3 MEMBRANE O O O (SSM/SAM) I I 18" X 24" SELF- FRAMER FRAMER STEP 3.1 FLASHING, SEALING CONSTRUCTS CONSTRUCTS INBOARD SUB -FASCIA Installed by Housewra p MEMBRANE ROOF ROOF HELD BACK1-INCH FLASHING, (aka: ROOF D Target Flashing) Installed by framer RAFTER TAIL I I Flashing tape is to be installed behind the SAM O O � \ \ target flashing CMU WALL I ���\ \ EXSTEND PAST CMU WALL WOOD/CMU ' TRANSITION . \ TAMPA VER 8 \ TAMPA VER 8 \ TAMPA VER 8 \ TAMPA VER 8 ` ` TAMPA VER 8 TAMPA VER 8 • \ \ \! MID WALL WEEP SCREED \ \ \ 5 6 - INCH O.0 \ \ \� CONTROL JOIN STEP 6.1 & 7 \ STEP 7 \ 6� \ ! 0 STEP 8 STEP 9 \ \ \ \ 4 - INCH O.C. • CONTINUOUS L METAL ` • ` �y \ FLASHING \ Florida applications $ STUCCO \ \ \ AND KICK -OUT ` \ Ensure flashing is set ! ROOF SHINGLES cF 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" ° `L MID WALL UNDERLAYMENT \ UNDERLAYMENT / EDGE FLASHING DRIP CAP /EDGE \ 3` I MINIMUM OF >; `\ � \ Seal these areas with �, ° "`�� CONTROL JOINT, & TIN SHINGLE FLASHING • 2-INCHES FROM compatible flashing APPROVED �p� mcDo °` cut and layer the • • i THE WALL ! ' cement over the entire SEALANT T�F "target" SSM/SAM 1-1/4" ROOFING edge of the horizontal yc�oFv and tin shingle RECOMMENDED BUT • • NAIL 6" O.C. ON • flange including nail over the stucco - NOT REQUIRED: • I • THE TOP AND 4" • ; , ' penetrations. accessory TIN SHINGLE O.C. AT THE ENSURE SSM IS MIN OF 12" X 18", • • BOTTOM OF THE •` -' DAY -LIGHTED Installed by Roofer. METAL L-FLASHING AFTER ACCESSORIES A tin shingle (which ARE INSTALLED protects self - sealing membrane from 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 WRAP ; •: STEP 11 OSB SUBSTRATE #6, 7/8" STUCCO REVIEW STEPS 1 - 10 ; ;; CORNER BEAD STEP 12 STEP 13 #5, WIRE LATH ROOF HOUSE -WRAP, ` ;; ACCESSORY PAPER BACKED STUCCO # 4, 2nd LAYER OF WEATHER �\ � ENSURE HOUSE -WRAP WEEP �\ � UNDERLAYMENT �\ � " .. DIAMOND MESH 2X SILL PLATE RESISTANT BARRIER (WRB) #3, 1st LAYER OF WR B IS LAPPED ON TOP OF SC ROLLED A MIN OF ` ' ;• SELF -FURRING _ - #1, 9" SELF- ACCESSORIES & 3-INCHES UNDER L ■: LATH -_-- _ ____ SHINGLE SELF FLASHING ; ;; _-__ -- ___ _ __ _ = ADHERING MEMBRANE MID WALL I ADHERING MEMBRANE SO HOUSE -WRAP IS METAL L r , 'L KICK -OUT � " .. - - -- - - - ---- � _-- - (SAM/SSM) ONTROLJOIN LAYERED BELOW THE FLASHING I FLASHING I _ -' - -- �' First apply _ _ _ TARGET FLASHING AT 2r I APPROVED I :: - _ �_ -_____-- . ..___._ approved primer I THE BOTTOM. I SEALANT • :: .. -- - -- / adhesive -- -- _ ----- 18" X 24" SELF- I ; ;; _ _ --- - - -- --- spray ---- SEALING Terminate SAM /SSM on top of I MEMBRANE I ; ;; #2, MID WALL „ MU and above the perforated flange 5/g C �Q I I FLASHING I • (M STYLE) ° (SSM/SAM), Installed ; CONTROL --- \ \ \ I I ENSURE SSM/SAM F� I by Framer I •� CMU JOINT \ IS DAY -LIGHTED Q'� �O I TIN SHINGLE I Note: No Target Flashing Shown #6, 5/8" STUCCO A UNDER HOUSE -WRAP, .. RAP SOUSE- k I Installed by Roofer INSTALLED 5�� CONTROL JOINT ; ;• DAY -LIGHTED SM SAM FLASHING & WEEP SCREED DETAIL SCALE: NOT TO SCALE MECHANICALLY FASTEN ASFOLD T NECESSARY IN CORNERS THROUGH UP WEATHER RESISiNE BARRIER & WEATHER RESISTIVE - � -- - wlNDow uNrr SELF -ADHERED FLASHING FLASHING REQUIREMENTS SELF -ADHERED FLASHING WEATHER i : TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior RESISITIVE '' 0.3 in : 12.0 in windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance BARRIER WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) with the fenestration manufacturer's written instructions. Window and door openings shall be flashed TAPE EXTERIOR SELF ADHERED FIASHIN SE 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 LAPPING DOWN OVER RIM JOIST AND 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, WINDOW) OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied 2 ' BUILDING PAPER Refer to the number marked as # in each detail that corresponds to the over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,with the 9 PP RESISWEATHER TIVE 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 BARRIER BARRIER SEAL TOPS OF JOISTS- WIRE LATH be lapped not less than 6 inches 152 min The felt or other approved material shall be continuous to PPe ( )• PP UNDER DECKING h flashing 1. Install self -adhered ashing in order as shown by numbers the top of walls and terminated at penetrations and building appendages in a manner to meet (SEE DETAIL WP07) SUBFL R 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) 6. Fold as shown by arrows 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 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 n -- - " V �/ 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 WPO1 SELF -ADHERED FLASHING �A/PO� V V SELF -ADHERED FLASHING `A,PO� V V 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ 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 or more of the following: ADHESIVESELF-ADHERED FLASHING SHEATHING 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 REFER TO TECHNICA LETTER ON CHEMICAL . . �, 3% TO 5% SLOPE manufacturer's instructions. Where flashinginstructions or details are not provided, an flashing shall P P g 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 WBEFOO I O SELF -ADHERED FLASHING barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection �, PATCH at the head and sides. IFQI A V AS H N MECHANICALLY FASTEN AS 2. 1.2.In accordance with the flashing design or method of a registered design professional. �J NECESSARY IN CORNERS THROUGH C SHOWER 3. 1.3.In accordance with other approved methods. SELF -ADHERED FLASHING O SIDE 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA -ADSHIN SELF2 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with 2 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 2x RIPPED AS NEEDED nuous(Y 4. 4.Contiabove 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 PLATES construction. BOTTOM NAILING FLANGE 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP0 SELF -ADHERED FLASHING � A /P08 SHOWER CURB DETAIL WP i 3 THESE DETAILS ARE GENERIC AND MEANT TO SHOW HALF ROUND WINDOW INSIDE CORNER V V V OUTSIDE CORNER V V O V V .L GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. r DAVIS BEWS IL!2 N GROUP L50 STATE S1'ELF�T ENST Ol.afi�MR, FLARIDA 316T! 8L3 . 92'S . L300 TEL 813.925.180C1 FAX W W W.DAVISBEWS.CAM TAMPA • DEIWER. EST 1994 Z O fV 0 O >LnMO (% ry L O Ln ZL U_ _ d Q v n. 00 z§�.� W w0 J O O d- J �o Za n; a W 0 '^ POzo uZZ ~ w aw�tO °� o WLLI oN Q zz }o w Z Z �b 03 1��11 0 Q Q b 0 D W � W Q Z Q fV0 W Z Z U z Z0 J O Q 0 Z Z Q W Z 0n d W %0 m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 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 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 ,4RE: FBRC R308.4) R308.3 HUMAN PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: NG 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 ER 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 (1 524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 1 1. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 JMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES JMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD15PSF 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. USEO.1%BYVOLUME 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. IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTIM 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/Sl, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', ANDWICHIGAN 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 2A, 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'-O @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-O O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE ILS 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. I 1 -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-- 1 850 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: 0 ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 0 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. e 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. 0 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. 0 TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. 0 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: 0 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 EMSTRATION PURPMESZREV.- - - 0 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 PRODUCTICOMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. 00 NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: 0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. 0 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. 00 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 FLOM 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 �6y 0.1 31 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SI ERED" STUD INTO THE VERTICAL WEB 00 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. 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 3-112- NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. 60 ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. *0 EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0. 1 31 X 3-1/2" TOE NAILS OR EQUAL. 00 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: f BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. 0 AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HID 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. 0 AT FRAME, USE YXT%3/8" 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. 0 BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. :VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. : FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. 0 THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. KIOTr-- 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" lY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %" 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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) 0 ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". 0 ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7". 0 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 I NOTATION TO USE SAME. F ULTIMATE WINE) SPEED (Vult) 13121.121 - MPH NOMINAL WIND SPEED (Valt) 108 MPH RISK CATEGORY - 11 WINE) EXPOSURE C INT. PRESSURE COEFF. +/- 0.16 ENCLOSED MAX. MEAN ROOF HEIGHT 200' (ONE STORY) I COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF a 10 SQFT + 26.1 / -453 PSF ROOF a 10 SQFT + 26.1 / - 10ro.1 PSF a 20 SQFT + 24.2 / -43.4 PSF a 20 SQFT + 24-2 / -c�c3.4 PSF a 50 SQFT + 203 / -42,2 PSF a 50 5QFT + 203/ -130k PSF is 100 SQFT + 18.4 / -41-r. PSF 0 100 56IFT + 18.4 / -531 PSF W WALL (��) im 10 S,�T + 453 / -41B.1 PSF WALL (:ff) a 10 SQFT + 45-3 / -&O.& FISF I— (�) 0 20 SQFT + 42-2 / -4-1.2 P16F (9�) Is 20 SQFT + 42.2 / -5&.8 FISF -q (:!) 0 50 SQFT + 401 / -43.4 PSF (:E) a 5,0 SQFT + 401 / -51.6 PSF T_ I a 100 SQFT + 36.4/ -41-5 PSF a 100 SQFT + 38.4/ -50.3 PSF a 500 5(2FT + 33,8 / -3-1.6 PSF is 500 SQFT + 33�B / -3-I.& PSF �_ -1 GARAGE DOOR 5- WIDTH .+ 40A / -43.1 - PSF GARAGE DOOR 8' WIDTH + 40.4/ -450 PSF _�3 (A) 10' WIDTH + 315,B / -42fo PSF (2) 10' WIDTH + 3S,13 / -44B PSF 12' WIDTH + 315.1 / -42.1 PSF 12' WIDTH 4 313.1 / -44.0 PSF lro'+ WIDTH + 36.2 / -413 PSF lro'+ WIDTH 4 36.2 / -43.2 PSF CHART 15 IN "ULTIMATE" PRESE)URE5. CHART 15 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES ASSUME NO END ZONE GARAGE DOOR PRESSURES ASSUME TMAX IN END ZONE � _j � COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) _q :Z ROOF a 10 5(2FT + 151 / -212 PSF ROOF a 10 SQFT + 15.7- / -64.0 PSF - 6 20 SGFT + 14B / -26-0 PSF 0 20 SQFT + 14-5 / -5cl& PSF T_ tv 50 SQFT + 122 / -253 PSF a 50 SQFT + 12.2 / -54.4 PSF 0 6 100 SQFT + 11.0 / -24.15 PSF 0 100 SQFT + 110 / -50.2 PSF '�� WALL (�D 0 10 SQFT + 21.2 / -21B-5 PSF WALL (:9) a 10 SQFT + 212 / -3&.4 P8F LIA (�) 0 20 .SQFT + 253 / -25-3 PSF (!�) 0 20 SQFT + 253 / -34.1 PSIF -A (9) tv 50 SQFT + 24.4 / -260 P-OF (!:) 0 50 SQFT + 24.4 / -31.1 PSF ca 0 100 SQFT + 230/ -24.1b PSF a 100 SQFT + 230/ -302 PSF q 6 500 5QFT 4 20-3/ -22k P5F is 500 SOFT + 203/ -22.& PSF �:3 GARAGE DOOR 6'WIDTH + 24.2 / - 2 E?,S P-4-F GARAGE DOOR 5' WIDTH 4. 242 / -210 PSF (3 (��) 10' WIDTH 4 23.c3 / -25k P5F (�g) 10' WIDTH + 23.S / -2&.1 PSF j 12' WIDTH + 2315 / -253 PSF 12' WIDTH + 23B / -26.4 PSAF _j 1&'* WIDTH + 22.1B / -24.8 PSF I&'+ WIDTH .+ 22.13 / -25.1b PSF -4 CHART 15 IN "ALLOUJA5LE/NOMINAL" PRESSURES. CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED I GARAGE DOOR PRESSURES ASSUME NO END ZONE I GARAGE DOOR PRESSURES ASSUME TMAX IN END ZONE I BLOCKING DEFINED (THE FOLLOWIN(i SHALL APPLY U.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE, 0 BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4. 0 BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. 0 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. 0 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. 0 BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. 0 BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS E. -STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF qHE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. 0 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. I 0 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.) 0 ALL STRINGERS TO BE 2-2X1 2 #2 SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. 0 STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: so @ MASONRY/CONC. WITH 1" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). 4 94 @ WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) 06 IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS 0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: *0 @ CONC. W/ "' DIA. X 3" TAPCONS @ 12" O.C. 4 00 @ WOOD ATTACH W/ 0.131 X 32"' NAILS AT 8" O.C. TO TRUSSMOIST/ OR BLOCKING BELOW. 0* ATTACH STRINGER TO FOOT WITH (2) 0.131X31" TOENAILS EA. 2 0 LANDINGS SHALL BE BUILT AS FOLLOWS: 00 JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. 00 IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2XI12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. so IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3j" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 3�"TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. *. LEDGERS TO BE 2X8 WITH: ... (4) 0.131IX321" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. I 000 "' X 3" TAPCONS @ 8" O.C. STAGGERED @ MASON RY/CONCRETE ATTACHMENT. 4 ** ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. 0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 0 GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT (I HE FOLLOWINU SHALL APPLY U.N.O.) 0 IF lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. 0 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 FOLLOWIN(3 SHALL APPLY U.N.O.) 0 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. I CONFLICTS (THEFOLL WING SHALL APPLY U.N.O.) 0 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. 0 WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLOWINU .SHALL APPLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. \0 , *­��// ��%\ _.IRAN�/r � ,�..--�- - - - - - -lk,' z ,� � . \c i . .;�. � - I , � , i�.K;� � . , � I "Z�- '.. .. �._ , - zz $ N ,.6-0 �l 10 , A . a- `7 z *.* - .X= . : - * = .0. :* z: , . , �- -A*.. 3 , P� :.-, 0% - - .Aqr!;:,� ,e_;0.. 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CL u- 0-1% 'r - F--m >% - cq (v .,-q j:e u CL 00 < § E ­0 z m z p F- uj w _j C) I'D V_ mi U) ui F_ 0 U) z .J .j < < �- w W �) 0 F� 0 C) z < w �_ U) SCALE: AS NOTED . DATE: 03-11-2019 SHEET NO. SN I _______j r---------------- I L— — — — — — — — — — — — — — UNLE55 NOTED OTHERWISE, AT A MINIMUM ALL UNSPECIFIED FRAME TO FRAME CONNECTIONS SHALL CON515T OF (3) 0.131'IX3-1/211 END NAILS OR TOENAILS. (1) 51MR50N M5TA36 RUNNING TOP PLATE CENTERED AT CORNER. ALONG THE EXTERIOR SIDE OF THE MAY BE APPLIED OVER SHEATHING. 75zzi-0.131 x 3" COMM, AT IV' oL, 5IMP50N 5PH4/(o/8 OR (2) 6IMP50N 51)XI5600 FROM STUD TO TOP PLATE ATTACH PLIES PER '18/55" -A 5IMP50N M6TCM 60 MAY SIMPSON HTT4 W1 �/V' DIA BE SUBSTITUTED FOR AN A.B. (WHEN 4-5TUD CORNER I­ITT4 WHERE LOCATION OCCURS ON TOP OF GIRDER R' ALIGNS WITH A FILLED CELL. IZ'X , OR FRAME, ATTACH W1 (2) SIMPSON M5TA3(o STRAPS) 51".5(2 NOTE: USE 4-STUD COWER SHOWN FOR 2x4 FRAME. FOR 2xb OR 26 FRAME, A 3-6TUD CONFIGURATION MAY BE USED. EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE LIVING) R-1 1/R-1 3 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 101 -011 TANK -LESS W/H H C G CORNER OF 7 000 HOME--/ 51-0" GARAGE SIDE .4 e- STUB-OUT FOR 39 DO 9 0 GAS METER 0 = — — — — — — — — — — - — — — — — — I 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. 101-8" (2) 16d TOENAILS 2' X 8- @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 161-5" (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. 6-11 (2) 16d TOENAILS 2- X 6" @ 24-1 O.C. 81-6" (2) 16d TOENAILS 2- X 8" @ 24-1 O.C. 111-01, (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 10 UJ ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE * . . . . . . . . . . .. . . . . . . . . . . . . . ... . . + 44 . . . . . . . . . . �? . . . . . . . . . . . . . . . * . . . . . . . . . . ... . . . . . . . . . . . . . . 4- + + 4 . . . . . . . . . . % . . . . . . . . . . . . . . . . + + 4- + + 4 + + ._01. (TYP.) _0"(TyP` + + 01 6'-0" + 01 6. + 4 + + + + + + + + + + 4 + + 4 + + + �+- + 4 + . . + 4 . . + + + + + + 4' + + + + + + + + . . . . . . + + + + + + + + + * + 9 /+ + . . . . . . . + + + + + + + 4 + + + . . . &0 + + . + + + + + + + + + + + L& 4. 4, 4, + +k . . . . ... 4, I -L -L + — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 4" O.C. @ GABLE END WALL OR GABLE TRUSS OU MINU OnMPM 14MIL0 �W V W­ F_U"EO 01 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH _R_ 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 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 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 6500s 1.8/1-7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 90 .0 1 2 x — lumber Double 2 x — lumber FILL CELL--\ STD. 90' HOOK BOND BEAM y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN LYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJ1 PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1 1 1/8" min 2" min. 2" * I Small gap " 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. _1 required when indicated or 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 16 6 16 - Hangers with side nailing. OF -THE JOIST ASA REQUIRED LEAVING Y8" 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. 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 0 require additional wall or beam below.* w k consideration. Check local building code for appropriate details in One 1 Od box areas=20 of high N 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 2" STAIR INFO. IF CONC. PLAN FOR MORE INFO. STAIRS FORMED & POURED W/ (1) #5 EACH STEP CV) FOR 2-0"TALL STEM W PLACE #5 VERTICAL @ 8'-0-=_1 1-7 1W �TA" STA" POUF EACF O.C. MAX. AND FOR S-0- LU (n TALL STEM WALL PLACE #5 VERTICAL @ 5'-4" O.C. MAX. % @ EACH CORNER & 11 . .. . .. . . COLUMN. SEE PLAN FOR I 1=1 I 1=1' MORE INFO. & COLUMN LOCATIONS Ill A I 1— .0 (2) #5 BARS CONT. 16- LARGE STEP DOWN SCALE: 3/4"=V-0" �Nl DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4- Filler blocking 1/8" gap Boise Joist Blocking I I— I,, /I AAN --:I- L", - - for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S. KNOCKOUTS) ALLOWED IN BEARING ZONES --I DO NOT cut, notch or drill flanges Web Sti ner Fastener Schedule Joist Bearina Series I DeDth L ation I End Intermediate BCI 5000s@ 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 7T"' =-d 5- d BCI 6000se BCI 6500se 9-1/2-1 2-8d 11-7/8- 11-7/8- _g:§!L 2-8d 777— 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 1,116" 11-7/8" 2-8d T_8d_ =-d 5-8d '.. 16" 2-8d 6-8d BCI 90se 1 7-7—/9- - ff-I 14" 15_16d 5-16d ' d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. re MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) — J 1� 1% % ><:I I 'ASf / F_ HOLES A ROUND HOI E 1 6" 6" 0 NOT CUT CANTILEVER LARGER THAN 1)12" 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 1Y2., CA 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. %" 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. Backer block (12" wide min.) N%Q Nail with 10- 1 Od nails. , Install fight to,top flange. J( Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap "k Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top bottom ange 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 D depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS X PLATE 5/8"D THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULIEFOR :_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR---' FOUNDATION INFO 40 4, STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (118) 1 Od NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION 40TE: JPLIFT VALUE S BASED ON ).P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4' _0" CIENETERED @ PIPE PENETRATION� GRADE A PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CIENETERED @ PI�E PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 6 z SEE FIND. PLN. SIZE & R PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIP PENETRATION PLUMBING LINE E: /4/ 4 I EE Im Ill= SEE FND. PLN. SIZE & REINF. ow NN I ,tk1RANJ/r /// N IV % ��62 -X 623 15 0, ;0% A"t ORID 6-o t & NAL _1� ;lox 1z, t cc w:5 ou z tz _J 0 < z 20 w 0 25 0 ! u � >. P - 81 Z9 0 UJ z 5 6 > z w S z 0 >Rag <z < <z I z i T Z 1_1;� wz W 0 < . M zw Ln _0 w- '0 , = CC w C) .2 w 3 zw <z LL u In z M z a � wx o< w 0 uj z z -0 �- 9 LU w tz UJ a,, Ln cc 00 r_4 r14 t.0 C14 ko rn C4 M W _J C) Ln co oo . 1-4 'M '0 — U ft U 0 �! Ln ,, Uj Uj Li z ro-0- a: C� :� 2 6 2� nam Ui 1_� C, MLn MCM LU (A W 0 uj z W_ 0 X 00 3r :r Lu _j W C-4 W Cz' '=- < z 0 0 > > U UJ FJ uJ ID _j �_ r,: X Z r, 3: LU < W C) co LA z 0 < > C:) CD N 0 :L, c) z > V) r*�- f0 Lf) < M V_ 0 En L_ N cu -2 Ln I-U_ z U fu 0. 00 E — z 3: W z C:) LU C) _J mi U) UJ U) UJ 0 z SCALE AS NOTED DATE 03-11-2019 SHEEr NO. SN 1 L- - - - - - - - - - - - - - - (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 7FTY-P7.) ARIES V TRUSS (SEE UPLIFT SCHED.) W/ METAL PL, UNDER EA. TRUSS MOISTURE BARRIER INSULATION LE- SHINGLE ROOF /-7/16"0 S B. MIN. SEE ROOF 'SCHEDULE /-NAILIN6 ON SHT. SNII ELEV. VARIES/jdk 5/8" OR 1/2" HIGH-"--' E2� ALUMINUM DRIP STRENGTH CEILING I EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE r W/A HABITABLE ROOM 12- 0. 2x SUB FASCIA ABOVE) W/DRYWALL \-SEE SOFFIT SCREWS @ 7' O,C. SHEET CEILING & 8" O.C. WALLS 8"x8"X1 6" KNOCK -OUT INSULATION ER BLOCK W/ 1#5 CONT. CHART ON F R FILLED SOLID W/GROUT PLAN 1X2 P.T. HO I INTAL NAILER 8" C.M.U. TYPICAL STD. 90 'HOOK (SEE DETAIL) PE "S" MORTAR ARCHITECTURAL �o FINISH 1X2 PT WD FURRING @ 24 C. "0 (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD­��- CELLS(SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1X4 P.T. BASE NAILER 4"X4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB S; AT GARAGE CONTRACTOR E �\\ - MIN PSI MAY VARY PER U) / TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 �L/-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 002 - z 6 MIL VAPOR BARRIER IE I> t> Ed I COMP. SOIL. 2111- (COMPACTED 10 959% w: EEI I MODIFIED PROCTOR ASTIM D1557) (2) #5 REBAR CONT 3" MIN. CLR. ON 3" CHAIRS TYP. 1-4- STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-131" 1,.,. �3 OPT: DEPRESS SLAB 5Y2" DEEP' AND 6" BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY CONCRETE SLAB PAVERS-:\ BLOCK WALL BEYOND 14" 'ESS O.H.D. REC "T z 4" 4 SEEA/S30RJ/S6---'- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (11 STORY) V-8" (11 STORY W/ DEPRESSED SLAB OPT.) 1' -8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3,/) ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I-L > i LIr=,, LlrFii I - I I I I 8" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH "reO111 ILI �IFLIII ll, ::r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT `GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" QS 3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/53 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 W1 (110) 1 Od NAILS TYP. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK c`) D ELEV. 0'-0" 1E ____1 A.F.F. .4 w A ��d ... Id . ELEV. 4-3 1/2" z A- A' . .. A.F.F. 2x4 CONT7-�/ U- I -A. C14 46 GARAGE DEPTH VARIES A 4& A GARAGE SLAB AT STEP rB 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" OIC EDGES, AND 12- O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUD 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 wl (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B.. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"* x 10" "J" BOLT @ 24" O.C. W/ 2"0/116" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR of @ 24" O.C.) 2 (- 3 1/2" M IN. 1 > rT '01 O.S.B. 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 NAILSWHEN 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. < F-13". (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 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1/ "(min. 4" _UIM, I 114 k111111.).-If ... LLLUTI-FUU171 W (2) #5 CON I I TT 4$l V-4" 81, U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 0\'lz�v \36ps 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. --�11) ROW 2x BLOCKING @ MID HGT. FOR WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -4NSULATION PER CHART ON FLOOR PLAN 5/8"* x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (110) 1 Od NAILS 2"'x3/16" PLATE WASHER (TYP.) __v (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"00'WEDGE ANCHOR x P.T. BOTTOM PLATE @ 24" O.C.) 6 x 6 W1.4 x W1.4 211 WWF OR FIBERMESH 3 1/2" MIN. ar I_ _jIIEEIII='�12"(mi .4" A ;o _r=,tIjI n.) 17 1� 3 1/2 mi0. = LI U= I - -J7=1 LU-...1 J -I I- I j .1L =L 1, (2) #5 CONT. F,, 4" U.N.O. MIN.. TYPICAL BEARING WALL @ STEP CC I- A. 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 8" C M U (2) ROWS OF 2x BLOCKING @ 2x STLIDS@ 16" O/C THIRD POINTS /7. 1 " x P'. T' S`T U D ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7 /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. I CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"4" 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 wl (10) 10d NAILS (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2 X P.T. PLATE 20' MIN. LAP [24- MIN. LAP] #5 REINFORCING SPACEDEVENLY FIBERMESH W EEP SCREED INSTALLED 'VOW 5 BAR 2x P.T. PLATE A Ki ASSUMED FINISHED PER MANUF. ""­#3 OR #4 REINFORCING BAR �GRADE t> #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 60 2 I [GRADE 60 M IN. Fy= 60ksi] I ' - H. :1 MONO OR STEMWALL 25 MI . LAP [30 MIN. LA ] FOOTING MONO SHOWN 4 SN9 -.:.j ;o 6 MIL VAPOR A FOR CLARITY 117 .. �UE R 17/8" HLr=tU=71L[=LI_j=- t, 2� #5 REINFORCING BAR = - 1-1 =1 I -- - 2 b;A 9 Iu= A 0.9 1 A P R P I I r F z NOTE: *FOR BEARING WALL COMP. SOIL. (COMPACTED TO =1 LLL-_LL1-_ .I I I W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTIM D1 557) 41- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING 2 LU��tL17=U LU SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1 4xW1.4 3 1/2" WELDED WIRE MESH (min.) 4"___1 z II --'I I i�'i I i-I I P=Trr--7TT;I`\ SCALE: 3/4"=V-0" S3 a I GRADE =1 I 1=1 I 1=1 I I - L Fllw�=IILIJIF' ')WR1EBARw/OPT. = �11 T7-'-711-SCREEN ENCLOSURE MIN. L TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" O.H.D. RECESS x C? IZ, SEE A/S3 OR J/S6 _'tfT_Tj9Ej=FLL!1�=FPI FOR REINF. INFO. L T' MIN. CLEARANCE V-4" (11 STC RY) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. .T. 2x 2 4*: )NCRETE NAILS W 11/2' 4BEDMENT @ 12" O.C. 'AGGERED, FROM BOTTOM ATE TO CONCRETE :NSION 120#) IN. SHEAR 180# MIN. -1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR -3 1/2" j, CONCRETE SLAB '__1 A Q! 6 MIL VAPOR BARRIER 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V_01. 2X STUDS @ 24" O.C. U.N. 0. GARAGE �:-11/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN �E!6 W1.4 CONT. BEAD SEALANT 1�6x6W`!Ax WWF OR FIBERMESH K. S3 up SCALE: 3/4"=V-0" S3 e S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 W/ (110) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM < END OF 2" x PLATE a - w Lu 0 13- - U) a- 5 Lu w U) R FROMJ LATE REBAR DETAILS F SCALE: N.T.S. � �3 SEE FRAME -DOWN FALSE BEAM wl (3) PLAN"' ,,--SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24"O.C. MAX. x, INFO & LAYOUT DESIGN SEE PLAN FOR J4 _x TOP OF BEAM IV SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING U) z 0 ATTACHED PER NAILING COLUMN LOCATION w -_ I§ SCHEDULE w _j w w SEE FLOOR PLAN FOR w U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2X4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3"TAPCONS FOR COLUMN TO BEAM AT 8"O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE N FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VARIES PER PLAN - SEE PLA VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS 0'-0" FIN. F SEE FOUNDATION CONC. ..116 PADINFO. TAPERED COLUMN FRAMING (CD�12 SCALE:&,!'� V-0* 1\�_j (1) ROW 2x BLOCKING @ MID HGT. 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH co - Ir IEE 'ZI I I I �lfffm I �111 1 (2) #5 CONT.-f ON T' CHAIRS L8,, 1. -4 8 (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-101" S3 co 11/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBE RMESH �Q I cv) SEE AIS3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. ��M SCALE: 3/4'q=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL- 00 QRADF UJI A, __j Z if I-- UJI o- 0 UJI Lu Lu (n r 00 0 u- U) PAD REINFORCEMEN (SEE SCHEDULE) F PATIO COLI EXTEND FILL CELLS TO FOUNDATION PAD ;E MAT REINFORCING. Q w z FOOTING BEYOND MIN. CLEARANCE SCALE: N.T.S. RAN //I C t, z 3 6-.p� 7:: � -A% 4 0 OF -00 ;A%*- A�, �� io;- /Z /7 'o, ft. 6 WA IC CC'S �\\ 5 < OQ 0 Z, tz F_ e �- e. "t - z I. zo '-' -0 0 3" >0 E2 2 L, 2 ­RR9 tzWzo >,c , s 2F.L^.d u X_ !Z� 0 0, 0 _n-w 1�05,0,02t z., � 2 i2so Cc P;eo z wz W, >- 9 - 0 zo 5= LD T t a z- <z UWL - -< >.,n Z 5, zow 0 in D w Mzz�q UJI w 0 =w, > w =) < w w Lu 0-l- V) 00 r-4 CN ILD r-4 11.0 M C*4 M tD Ln 00 00 uj uj uj v! cl� cl� c� ne < 6 MMMMMM uj 2w '000 Lmon U-J 0 z w M :5 Z 0 ;� 00 ui _j uj r*1 a U. _w< uj uj z Z 0 0 > Lu ��> u UJ U __j �- t--: _j x < Z r, D Lu vi < ui uj 0. 0 ko I<Z > 9 c:) 0 c%4 0 Z> a) r�, ('71 :L-! 0 " =) %D -, z V) rn P­4 M C) - j% M Ln < CL z 2: 0) .2 Ln < L_ LL. ca. F-w >, cq C)� U CL 00 E �.00 Z z C:) Lu _j C) I'D U) uj uj 1I""_ 0 SCALE AS NOTED DATE 03-11-2019 SHEET NO. S3M I I (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 — H L — — — — — — — — — — — — — — r7�­I SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VAM O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 CRICKET AS REQUIRED SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT x 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. ___/ — AND FILLED SOLID W/GROUT 1 #5VERT. IN CONC. FILLED CELLW/ STD. 90A HOOK IN K.O. BLOCK _a— — I KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC 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) 1 Od TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI LSr,� BLOCKING (TYP.) 'L—ROOFTRUSS IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. ,C—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. klt ND FLOOR 1/2" MINIMUM CEMENT FINISH "SH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE -A 3/4" FURRING STRIPS I THREADED 3" DIA. EXTENSION 0 N 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8"O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK JJEE WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" J/ DRAIN WALL CLEAN -OUT A� SCALE: N.T.S. � �4 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 somm ow 11MIT NMI MEN Milli MINE NEI liiim 0 Mill w Milli INN NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL ­ MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE \ _j _j 9 > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL x8x16 C.M.U. GARAGE DOOR----_�, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR .... . ... p ... .. . .... .. I.............. TRAVEL DIRECTION OF .............. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 'TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 -.."POURED CONCRETE BASE FOR IBOTTOM OF MOUN BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" INTERIOR WALL ct EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --r. 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BO TTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO r(BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 4 DOOR STOP F MO 'o LDING < ;2� 2x TOP PLATE GARAGE 6d NAILS @ 24" O.C. OR 2 DOOR EQUAL TO TRUSS BOTTOM - T.A.- CHORD OR BLOCKING 2x6P.T. v 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. 2x P T PLAI E SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -za!TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) P 7.) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 1 0dx1 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 ROOFTRUSS 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---- H I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 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 1 Od @ 3" O.C. (14 4 r"' NAI'LS TOTAL) EA. SIDE OF �P�ICE SPLI it CE STAGGERED O/C t10d @ 8 . . STAGGERED FROM BOT. u ATTACH ALL —f SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. rPLATE TO CONCRETE W/MOUNTING ANGLE W/Y�16c!TOENAILS TO P PLATE NOTE: A NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS MUST BE BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS OVERSTUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 SCALE: N.T.S. �4 SCALE: N.T.S. �, �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT SP4 SP2 SIMPSON SP4 SP2 NO. OF JACKS & STUDS REQ AT OPENINGS 'f 1 �'o' 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 1 Od 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.) . OPENING 2" x 4" WALL 2w'x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 11 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (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"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL A. P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON SP2 — NAILED INTO TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON spi SIMPSC SP4 4 P T BOTTOM P TE SIMPSON SP4 �_2X TOP PLATE OVERLAPPING . . 5/8"x 10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 " — 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) (3285# SPF) (4065# SPF) (5665# SPF) IS (6865# SPF) N. 8" PDXIED A.T.R. & NUT IOXIEDA.T.R. DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. A — STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. N — LPLYWOOD �E 0 SHEATHING �, �4 L o SIMPSON SP4 w/ (6) 10d x 112" SIMPSON— 'I (USE SP6 FOR 2x6 WALL, USE —PLYWOOD spi SIMPSON SP8 FOR 2x8 WALL) I SHEATHING SIMPSON SP4 o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY - I MPSON SP 1 w/ (10) 1 Od NAI LS WALL BELOW S o- 5/8"X1 0" J-BOLTS @ 24"O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: I 5/8"DIA. ATR EPDXIED 2X8 P.T. BOTTOM.�' MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. 1 7 1 FRAMING DETAILS ABOVE ENTRY J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) x 'o I �t%j RAN. !jr ..4.t' 0 -80623 I14 = n*. STATE OF W%* A%, OR100' /OwAvOW o zo tz ' � p �<' - � z 'u a 2 z 3: Z 0 0 'o po uj Z., 'z - u < 0 cc z z T, iq 1z V, z 6g cc -�8 0 � W z z w >z �2 'z 0 Y 3 'Z < u n Z c'- zow >-cow w iH z z 9 ui It, � _j w cc > w w ow Ln § cc en r� 00 r_1 rq J tD " kD _j 6 " cn W r-1 M Ln oo oo T — 4 :m 3t Ln Im" m 00 uj uj uj mm z 3 M r" c� a: c� m__ W n < 6 mm Im Im Lu _j UJ V) z W (0'04 1— 2 = < uj UJ �e Z 0 Z 0 > LLI 0 > Lu x-j r� _j < Z r� D UJI oq < uj a- ­1 a= Z Ln 0 > 0 0 Z> cu r" :Lj C:) :3 '.0 " C) m Ln tn 0 (u Ln LL- CL z m u (o '_q ca. 00 E 3i z m C) wLu 0 _j ko mi U) ui IN- 0 u) z < IN— ui 0 z < INNNNNNN SCALE AS NOTED DATE 03-11-2019 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W1 (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL @ 24" O.C. TOPCHORDO­ --119 '-k� Rr . 4 A -.?. � BLOCKING F x FIRST FOUR ROWSOF TRUSSES @ 45' 1 24" MAX. \-SIMPSON H10A w/ (18) EDGES OF 2x4 CRO�b BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR L J 7/16" OSB SHEATHING — — — — — — — — — — — — — — - ATTACHED W/ 10d SIMPSON HGAM10K1 w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 1 OdX3'@ 3" O/C 111. 6- THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T"ON TOP OF PANEL RI 0( FASTEN WITH 10dx3"@ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. MOISTURE BARRIER 5/8"x 10""J"BOLT@ 32"O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4" S EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 wl (7) STRAP MISSED VERTICAL ECTION 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 41*1 45-t 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER X4K KERN 2x8 SYP#2 1" BRACE TO @ 8'-0-- O/C. @ 8'_O��O/C . EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT W/(2) 10d ----FROM LEDGER TO & (2)1 Od TOE NAILS @ Kz BLOCKING EA. END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD wl 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2"x6" P.T. SILL NOTCH 1" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION SCALE: N.T.S. � �5 BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL — ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP Ffl SCHEDULE FOR CHORD BLOCKING ;o ;o SHEATHING DETAIL INFORMATION —1 2 -- 11, I 2"x4" CROSS BRACE WOOD TRUSSES ZD 00 ;o - APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) 0 AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24' (D = 0.148', L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10Aw/(18) EA. SIMPSON SP4 wl (6) 10d x 1 Od x 112" AT 112" AT EA STUD (USE OUTLOOKER SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OFTRUSSES@ EDGES OF SHEATHING TYPICAL x , SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4-1 ELEVATIONS) DOUBLE TOP PLATE SS BRACE APPROX. 8 2x4 CRO FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48Z 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP, TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1063" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. �5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS O Q 2x4 "T"ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d EXT. WALL CONN. (@ COMMON NAILS (ONE INTO EACH OUTSIDE FACE OF -- NON - LOAD BEARNG LOCATION ( D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r9 ADDITIONAL INFORMATION. �' �5 SCALE: N'.T.S. SCALE: N.T.S. \,, �5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED-\ 3EE PLAN FOR WOOD AT LEAST TWO TRUSS SPACE9 OCATIONS) 1 Odx3" O/C @ TOENAILJ 6" O/C 2'�x2 W/ (2) 16d TYPICAL RUNNERS (2) 16d PER NAILS 12'MAX JOINT 2"x4' MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 'MINIMUM (2) 16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) -2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2MAX EDGES OF _j SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E O.C. FIELD JACK TRUSS SEE PLAN FOR Z�C-ONNECTION D):, E S A �ND 12", 2x4 BLOCKING W/ 4 (2) 12d TOENAILS F BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES - AND NAILING SCHEDULE 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS SIMPSON H 1 OA w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 1 /2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2� MAX. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" 0 C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD DBL. TOP PLATE � I STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. ',,, �5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ WOOD TRUSSES 24" O/C (TYP) v 14 v A/ -1-, \-BRACING w/ (3) 1 Od x 3" AT \ EACH CONN. @ 24" O/c _MOISTURE BARRIER \�BOND BEAM MASONRY WALL FINISH SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3 /4" TITEN TO CMU - I -- 1 Pl:�ARCHITECTURAL EXT. WALL CONN. NON - LOAD fq (UNEVEN CLG.) BEARING LOCATIO rE SEE TYP. WALL SECTION FOR SCALE: N. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L"BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - X-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 10dx3" NAILS @ 4" O/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.) TRUSS @ 16" O.C. SIMPSON SP2w/(12) 10d NAILS AT EACH SCALE: 3/4"=V-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ENDJACK 1 V-0" MAX. ui 0 CORNERJACK Lu z m 0 HIP FRAMING REFERENCE PLAN z w 2x4 BLOCKING--,,",' --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE A17ACHED W/ 1 Od NAILS @ 4" GABLE TRUSS WEB J DOUBLE 1" BRACING DETAI SCALE: N.T.S. AL 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED /--16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE SINGLE "L" BRACING DET 6 SCALE: N.T.S. \11, �sl DIAPHRAGM E TRUSS *WEB BLOCKING @ 48" O/C ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN. ILI NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1 13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: /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 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 \oIII I I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1 13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: /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 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 \oIII I I �A. i��i . . E .1 23 -AV TATE OF pk 0 % ZORIOP' �d* ...... 10 P� N 1,oll�-;,',NAL �Nx till III%%\\ T >� 2 "j -p z z �n 0 0 WZ5 �-50'12 cc z 'x, < -§9 i�w 5 2�w<gz w 0, 0 m fff 0 m 0;� i - 8,-, t uwj z z zw>-9z 0 Mu T� -Z 3 wz <z u- >- 9 wow�g 0 co w 0: wzg,- I'l Lv 2 w w cc > mum CC w w D ot w v) Lu w kn m r" rn 00 rq C14 m C14 rn LID -J 0 Ln 00 00 . ­1 m tD Ca 1� Lj ui mm z 00 mm uj '0'0 mmmm Lu d z V) - 0 Z x 00 (D < Lu uj z 2 > z 0> ou ci < LLJ -u ko U. J )< ;� Iz- 00 < uj to Lu - :5 0- co wo z 0 > CD 0 Z " 0 (v r�' Z7; :L- ci 0-4 :3 1.0 > Ln m C) 1­4 fy) m Ln z ai Ln "" " LEL -­4. CL >t 0� U C)- 00 < z § z c) w C> %0 ui F� ou) z < uj z U) SCALE AS NOTED DATE 03-11-2019 SHEET NO. S5 J 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 BRACE/ BLKG. 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7116" OSI3 CUT HOLE IN O.S.B. FOR ARCH PA BUILT UP PLWD. BUCK NEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR--/ 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU �7A 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �s lX4 1/2" DRYWALL DOOR JAMB (REFER-,,, DOOR JAMB (REFER lX4 r_11/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-Kl lX4 1/2" DRYWALL 1 X 4 "4 u TO SHT. SDW2-Kl P.T.—E TO SHT. SDW2-Kl FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED X 2X8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO lX8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO vQ lX8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL lx4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" "l N TAPCON @ 16" TA P Co 4 FR 0 .C. & 4" FROM 0 C 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER lX4 1/2" DRYWALL X DOOR JAMB (REFER EACH END W EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR 1 FOR TO SHT. SDW2-Kl 2" EDGE DIST. 2" EDGE DISI TO SHT. SDW2-Kl CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 2'/0 C 1 Od @ 12" O.C. lX4 FURRING 'l 0 6 X3 2X8 P.T. WITH 3/16"0 X T' 2 T ", ,:r x P.T. AS REQ'D L 2X8 P.T. LONG TAPCONS '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 OPENINGsrcc SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI 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 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO K.) /4" MAX 21-011 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT, W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TKZ:-:::� 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) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK .13-13 SCALE: N.T.S. 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 'IN". 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 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8' EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EXPANSION STRIP PROPER INSTALLATION MAX. 8" FILL SOLID CEL BOTH LS #5 REB (Typ') STD. 90� HO OK C - i 11L NOTCH WEB AT LL FIRST 2 COURSI FILLED CELL PER FOUNDATION PLAN UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL kR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 0 #5 REBAR (TYP) --#fD. 90- HOOK (TYP.) ok NOTC ##B@ FIRST COURSE H H FILLED CELL INSTALLATION SCALE: N.T.S. ss N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. 12 + + + 7"/&Y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR 2x6 SYP 24" O.C. PLAN + + + #2 @ + + BLOCKING AS ROOF SHEATHING ATTACHED + + REQUIRED PER NAILING SCHEDULE YA/LL TO SUPPORT TRUSS + SOFFIT % (5) 12d NAILS SIMPSON _.. + 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP 8d NAILS EACH TRUSS CONNECTOR SEE LINTEL JACK TRUSS PROVIDED BY---/ SCHED. TRUSS COMPANY OR 2x4 z #2 SYP @ 24" O.C. IT PRECAST LINTEL " % % 4'-0" MAX SEE PLAN 20 ga. PANEL ANCHOR 'n'j" 1/4" EXPANSION BOLT (2 /4' L 9 ga. PANEL PEI PER ANCHOR) ING REINFORCING 'F (EVERY OTHER �HE R COURSE) EXPANSION STRIP '7, SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MI LAP SPLICE NOTE: < SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R16C 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 3 1/2" TAPCONS AT 16" O.C. ( L SECTION @ ENTRY SCALE: 3/4" V-0" 1111's-S (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6-4- 16 GRADE ii CN z t> L 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS �-F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-1)" SEE ELEVATION FOR OVER HANG (MAX. 4'-0") ON K'm_� SECTION @ ROOF EXTENSI SCALE: 3/4" V-101" � �s QF:r: QW;Z;:T n2 AND FOR SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4"= V-0" >_ w z 0 cn < 0 ui 0 < U- M cn 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ 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 HGAM 1 OKTA @ 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 FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" FN_0TE, FOR OVERHANGS LESS THAN 3/4" NO REPAIR REQ'D. 11-011 51-01' NISH #5 BAR > .1.0.. CENTERED W1 filit h lot -L2T H42n, IN TOP cl KNOCKOUT/ AP. - A CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD C) #5 BAR IN 90r HOOK 04 FILLED CELL IV L lb, v 116, SCALE: N.T.S. STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING 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 I— ­.�f ILI ^^Ll^ SAW CUT SECTION EXISTING FOOTING (A Ql� SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N z N E Z,, 6623 = -0 * T V 0* OF .0- A A,, oRloN N -)VAlclW-x\x It I., z cc w Z IS -. -z Zn 1 � 8 � 1 WZ38 W58<5 cr z< 0� t3 �2 i o �,� - , z - - Ll - o 9�-z z WZ,,-- 8 E;? 9 2 W -� -, 0 95090- Mozm< c wzHs uj �Qrj ym� w w < -um m r� en 00 r-1 N LD r-4 tD mo C4 M LD LIM 00 00 m To -F ;m ;m :m mmm m z mo uj u� uj mm - m mmm 1% < ;F mm m" mm Luuj tn_: cwl To -oul m :5 ;� w 0 00 = Ne ui Zi Lu Ln 0 LL rq Es < UJ z 0 to < < z r, a uj . IA 15 -�q Lu co z 0 C) > c:) Z 0 > un cn c:) 1­4 m 0 0 4j- N M Ln :2 L_ v- N cu 0 Ln LL_ CL >� � M u fo r_j cl� CL 00 < § E z z C) uj c:) U) ui 0 z uj 0 SCALE AS NOTED DATE 03-11-2019 SHEET NO. ss WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WNDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1 - Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape `1 m 1 'n 1E BARRIER 8. ARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGEDWINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING F_ SCORED , ------ RELEASE P/ PER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 10 I 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK P05 INSIDE CORNER WP06 1W AM SELF-ADHER SELF -ADHERED FLASHING PATCH 1HERED FLASHING 1 2 4 5 Ground Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST 1 WP071 OUTSIDE CORNER 1 WP081 I WP09 I WP10 NOT USED WP1 1 NOT USED WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at alI of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot 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 ofthe 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 GaIv. 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 (�) 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 buttjoints need to becaulked using Stampede or sim. caulk for all 1! CD 0 lr�4 0 1­4 V) :LJ C:) P-4 :3 kO Z 0 > C:) M Ln < tn 0- V) 2: 2 0 Ln LL Z 0. 9 >� � M 0� 0.00 < WZ E Z U.J C) C:1 _J Z LL 0 0 0� LIJ UJ SCALE AS NOTED DATE 03-11-2019 SHEET NO. W P —.— 1U.- -!A-U- , L . - � � 1-1--j I - I Florida Deparknent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail RAMUl-4U go& mookm INC Version mmmbam Revision 2017 Therms -TM Corporation Rick WHOM Lyndc" F. schnist, P.E. Ryon J. Kk*, P.C. Cabgwr. Exse Im Doom (419)MI740 PE-43409 (813) 79745M SdCxftwr ftinging EAWW Door Anornplift P. a" . selsad, everodion Raw appin a FIN aglOtLUEMdm& Professional I oh" IAU Or gmdkA= MokaLROKWA 291bassm 0. FIliew-Classlo and Snoolln-Stor Nom" 6&#39,.8 &QuotNoo*Maogquot Opsque 112*1rdW Cornposto Idea Ficerglows Shilift Door (kwmno*u**V. x ON%UMWM� SAMIUM gob hdkm TIN Himm owd� rdow somoLLU� gdddmM Revision 2017 ThWM6.Tlu Corporation Rick WHOM Lyndon F. Schmidt P.E. Ryan J. KkV. PX category. 0, . ONO (419)296-1140 P94moo (813) 7674M SACOWwr Swinging Driorior Door A406041146 ficlawillimbldoommuffieft. coampeorem Method Evskm@m Report from a oorn Fam Reg'' Archilact w a Licensed Florida aAminaLankm Prolasslarad Engineer aMdkA= ftswaamawm RRBNNUIS" I a. ThomwTru Rew,01bolo, and Smacti-Slar NWWMW G&OW.8 GaUctNorWropecillocluot OPWA 112clirm Coreposes Ease Fearglaw Slogle Door OMM"GOUWAOW. 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Schrift, P.C. " J. Klre. P.E. 12111W017 IZM312017 1202112017 Pending F13C Approval RsAaim 2017 ThwnwTm Corporation RkkWAgN Lyndon F. Schmidt P.E. Ryon J. King, P.E. Category.- P I Dom (419) 2118-17,10 P54340 (813)7674MS cobsorr. &ww DOM (419)26&1740 PE43400 (913) 7674M Subcategory: Swinging Extedor Dow Assemblies ickwons Idpoonoultarde. SuIsCeftemyn8whigh EftftDowAuwnbUms d*wombMgomwftrft. compliances - Evolustionlitaparilrorna cm Modm& Evaluation Report from a corn Florida P q Architect or a Licensed Florkle Florida Registered Architect or a Licensed Florida ELgosiaLftwok Professional Engineer FLASOM4UPtaduaft Professional Engineer Almomthsim hmmmwAKHE In WAR oulsids, HYM IRMS ftfiew 2aft E� Ang nR&NubddLummbKaLom 2VIOLUMMM bo&MLQmgddm owsmazakilana Amorowed for LAW Anowared Im HVHZ Oullable for Lim HVHZ gmilkA� Product Descriallon a f. 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Exleft Doom (419)204,1740 tranagerned inscurar (813)757-OM Subcategory: A I ql Extorter Dow Assernbson rd-GrA*00--*W" OmpNoncoWmdmwkr MarkorLising 0010 FLAKE121141UProduals AnommodbrUss anomiftim owns Raw allow InHVHZ GUMOLIM ROOM Pressure ftEksLOUldigM 2000" No Yee No WA a. &quarluncolli4hadqual; and IlquotMeechrmuk by fill and SO Opaque and Glaced Fborgisam Door with 12MI 7ber"111-Trul6quat arid without $Worm. WwwkV and Outlawing Florida Deparlinwit of Business & Professional Regulation Building Codes and Slandards Product Approval Application Detail POP I of I 1111011018 PUNS1111114114 Boom go 21& gdtbmdm Rib FMM=4U REIN BM vmwm mmwhd= go" sminKAL&M limblim MOWN! Aubm� arLbiRmid AammEd Mika BM Version magwitim 2017 0 Vindowe and Doom arentembpor Luis Rabeft Lem" a M. Udch, PE 04M3W? 01IM12017 O&MG=7 W042017 APPMmOd Revision 2017 INIVAnclos, and Doom Category. Exterior Doom (717)wmw PE -MU (717)3174464 Category. Mdorlor Dom SubCdollow. 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EDSS YODCOMM?4;MG&fapDow PSIF I "iny4t7 goo mm VNWM ligatillaggi Rowww 2017 CURRIES Dhislon olAADG, Inc Cabomr, Exleft Dom Subcategory: Exterior Dow Components Compliance Ablmmk Cerebration Mork at L"V FLgnlsv.w rmduom am EMMAILANISM Nundiw-N� Florlds Dopartryterd of Business & professional Regulation Building Codes and Standards Product Approval Application Detail pagelorl IMMIG Low or go 291 Deb Panama Ra Conrad lAdUKAIMMU xddd" maliod ANMlW FNICAnommal Autum a" Dedle Dave UL LILC Ted Sommin, PE 1141OW17 lGrAwl? i20116=17 Apprond (641) 494-28" (306)804707 clorro.clodketwooscloy.oc, fn Aamnywad for Use Assigned for U- Is" own 1111.11= 9NOWLIM BRWANK EAMON Florlde Deprewbrient of BU$IIWM & PMh"OrAd ROWA@Wn Building Coda and Standards Product Approval Application DOUN pagalorl tmmis Flodds Departmarint of Business & FN 0 ions[ Regulation Building Coda and Standards Product Approval Application Detail P.Plurl Ifildole Florida Departinswit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pagplorl 1AMIG ajamn fdo grow ff go go DdLbodm RAI& nmaiatm rim arift or Rmb am DOW Pandlon Rik "4241,412 221111! Ing" no 201 DeLboom go MORK Mindo mwwbmm Combat ankiLkLbm mdoomm idd" JWAANNO PIC Asommod holum mme mm )NOW vmdmbm gmim andbuLLU� MdMgdk bed" amm� FIC AUMFOVEI Anwroved l� MAO mowuhm goom suiomEam� YdidaM i%kwm AWOOld WLAMEM AMINO Awn RIVIslon 2017 POT Industries own Ruark MismHUdo FICCO - CER liseriOrde &COO - VAL 1200=7 '120611017 12F2502017 Appru"d PAL Ift 2017 w vaidoes aid Dom wartsighger Awnerlan ArCIAKINIMI 91 K Uwict� PE 011111=11111 01413=111 Vooddw RwWbn 2017 MI Windows smil Dom Saint swinger Arnorlown Architectural Shmen M. Urich, PE Izowl"? 1201/2017 01AXagill Approved . Vlandoom (941) 40"100 (M) 315-nW Cosecry; (117)365mw menufacturereAssochown (717)31144M caftewin wedo" (717)3e"300 Manufacturers Association (717) 3174MM Subcategory: Single Hung druarkiliplaindorad"Loor" suactriegoryn. Honcontai sader boMbqwon*md.Com SubCallogory: Fixed bWOngwOmWd.wn - a-, - beawscCordfloodonlAwkwLisling caimparose kb*W: Codification Mark Or Liters RjlHM1H4M PHNh" Commissioner Is Co I Mark or LlOft FL#tM3&MProdudg asublatm9mb gmdkA� Arranged far LIM Anowood for ties 1WANd ROME gmdkA� ANOM"d for tin Arranged for Use bmw NEW 29dkA� Armistead for Use ammng&Lum low Redo Aug EMANLERidahmouALUM amooLQMNNM reswALINOWARM 9mowLtm BMNM E� EMOMOAk" bmkvLouuwm gembdiaboomm In HVHZ gubialm Boma 2� EMMWAbddJkFAkKXJil= fileAdarAdFAM In NVHZ 9mouLim amku r� 7 SH44100, (Large Mob WON* Vinyl single Hung V*dft 07004202t) Yea Yes Y" WA HSI"FlnwWFWVFI- ?3xV insulated Glass 021`16=9 "a Yea No SSIAM ISSPW 73 x 72 Insulated OWN 01IM31211HO No Yea NO -010W Florida Deportrwit of Business & Poo ionel Regulation Pop I of I Building Codes and Standards 1,11=16 Product Approval Application Detail FLAH7496-M 29da army or Rda am RNLBmdm 20 BM Version mrstavem 298= ZmbnLLLMM Ydal" mmmmm ]NINSOM FOCAmwayal AMINO Am& RovieWn 2017 kill Vindown and Doom wor4gow Arnefted Ard**CWfW Mown M. Udch, PE 12rASW? 12tISMIT V*Ndow category. vandorm (717) 3854= Manufacturers Association (P17)31741,1164 subcabwy: slingle Hung bokktpFemkvd.cwn Compownes-1 - I CoaMamUmMukorLWO fLglL4MHUZMdWb gMdkA� hmmmuffift bmwomAbLum baud 21" Ing nnamLRNRU" - I.NWM BOMM ft� FIL1121134211 fiffik mm Version maguissim RwdWm 2017 POT Industries Colaawy; V61dows UsCaugoeyi plead Conwhorrim Maboil: Go Mark or LW* PL#304MProduds ri PIN4W(Lar"Weaft l: Q Florida DspwW*M of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pollorl wadoia antft or 20 21b 2okbAkftg 20 gleans zombwAlmm mosim&Uk MOO liammi flabomm &NATM low& Dean Ruwk NkMW)sdo OCCO - CER MkMH)mb SCOO - VAL 12rWt(I17 1120011,111017 12am'17 APVWJod (90),611841100 (W315--w druorkilipglinclusaftwoorn amemEAN� Amarroved for use Approved for Ube owd RLVM EMOOLONIsdow InHVIQ 2MMMLIM all&M E� Vinyl Fbad 061511= Y" Yes Yes NIA V) —00 U > &Z 0 CU 0 v) 2 co iE M -0 < z z w mi LAO CL) C Cc V) 0 V) ca CL L10 0 (771 CU V) M cn LLJ SHEET NO. PA 1 el� Florida Ospertrruot of Business & Professional Regulation Pap.! d1 Bubdng Cotes and Standards venoms Product Approval Application De all tads anewx gm gm WrEsodEs gm BM I&MIM tMrmMM gamin WMImOLALWnt YEWtli&bt YEBmad 660" MAMM29 AseaYW Ion AM W01 2017 m WNdowp and Door aaeat dal go Luls R Lams, PE Sftvan m. Urloh, PE 10232017 101162017 16RM1017 MUM? Approved Calapay: YFNdoas (717) 35633W PE-B2614 (717) 3174W srecdmpry: Mumaw b&Wrgw*mmm vd.wm Campsniloo Blefasd: Evakwtlon Reportham a Florida Raplessd Archb d a e Lensed FNrds Prounklow EnOalea BillonaLemish Ya0 tR6Ml22dsM 20aloOEtomignaw Gubddm MVHZ erism bombe 2 67" VertoMNumNOm Mdftn 12131R016 140 Yea Yes WA Florida Departnwnt of Business & Professions) Regulation Binding Codes and Standards Product Approval Appacadon Ddall P"61 d 1 1/sows "un4u 20 In tar gMe 21111 now PWNlm 20 Mal MEAN ML%dM t gpIpY01 1111ouLiLJrav1 Yasimu tt ymblad aMMM MARIMMI aMME W ant RwlMon 2017 ee WbWm and Door sawn mlger Wale R Lomea, PE olden M. Uft, PE 1021WIF 1 W162017 182arM17 12M22017 Approved cake"W. vhoors (717)30639W PE-02514 (7M 3174464 BrbOaY/ry: Mkrow belm1aeu0nl1s0.con Camp , Mdsed: EvekNllon Resort fem a InoNa RepNlenid Ardhmld a a tJoenesd FNrtse Piobosioi En~ aglgNkBLBMdok 9m1AkLAtlY1mm AmDa(d fDrIM! Ammm d lW M lMerl 2111m Ma ECM 9andsoko a2m In.NvNz 9l0WEJaRa Mod Eomma 2 5764 Ver W Mailman Md6on IV312018 No Yea Yea WA 201 ntm )halm mnulalaol PAMon 201T ANNe Ceseery: Panel Waft sabcola": soft Compares messed: Evaluation Raw ham a Fbnde R/gl Arklhftd or a Llo need Florida Pkobsololkel Englow Milt 1 a. 6gWtr&quQt; Soap Florida Department of Business & Professional Regulation Balding Codes and Standards Product Approval Application DMWI rape, dt II IMMI. gnWt9r 2m Wa WIEEmda tale 22011111 gmdmr.ALMM MONISM Yda0srl Lsswd fl2.AOsesW AaatMtl two Nick Thompson Lyndon F. sdnadl RE Ron J. King, P.E. 101042017 10MM17 IDM12017 12M2/J017 Approved (330) 922.2339 PE43409 (813) 7 -OW n9mm�pman®aYlda.kom QNELdmaoom AN=MtJOLum Asea)M&MLlre lmtm{ Rama WnwALLa ism m 111WAR 2mwkm asiod EO Vera or sold Vkryl OWN 121312020 No Yea No NIA Florida DepaMlent of Business & Professional Regulation Building Codes end Standards Product Approval Application Detell Pape 1 d 1 1150211,16 Flam14411 20 ANSLac 21M 201 gob Panama 20 mtm Yfalaa m mk*m 9mlmt aoioss[ALIOom If11O1dJer YridOd YImisd FOCAM MW Ammo Iwo Rwlebn 2017 PW kwesblse Dean RuNk MlrmDaea BCCO-CER MlemnWaM BCCO-VAL 121062017 1111IM017 12MM17 Approved Caboorr. Widows (941) 46"I W (786) 3153590 6ubOftmry: Muaale dnawke966MuWNs.00m Campaniles MMhsd: Cb Mia0m Mark or Using Asa alatlhCdaumam AmrawalfortY! Aaamwed do, Use S 1aJ10K 9OImmz coned gmMa amimm Em1rm 1 M 10as=lints 0100 and VANa=I" Aksewesn Muaom DUMQ I Yea Yea Yea WA YEml.Gsed1 Florida Department of Business & Professional Regulation page 1 of l Building Codes and Standards Ilnola Product Approval Application Detall Fl12a1.R11 WO Bower 20 M Mpmwkw gilt BM Yrsim MOpmmaM Roar EmkmLL6M m YEMWUL YEmmd Maw SGAmaOI hoom 111111101 RwYNn 2017 PeT kbuddn Dean Ruck MNInFDeds Baao- CER MNrddede DOW - VAL 12M62017 11ML2017 120s2017 Approved Cma"Wr. Nhwows (941) 4WOi W (78M 315.2690 Owosso"! Mraors dnareoppaMMM.00m Ccapaarhaa Mmtlod: CwMDodM Mark at LIMYg GAVIAMBDOMM 2ldkAmrmse &UMXNLW.UK Annnn1for Use IMIN 21MM Yea EmooLomwjkm&KALMM EmaoL m9dmim GmAkOLmmWaLow 1.HWNZ gWddLWW MINIM aroma 1 MuMonsWAR Doan and VWeass AkvrJm n Mullion 081281202E Yes Yes Yes WA mmnaamm Florida Depertmerd of Business & Professional Regulation Pepe f d l Building Codes and Standards tmrmle Product Approval Application Detall ! WY soft or tale 20 lMP.mdM 211a Alm version tbmdMaaM R2mm Eo'msAJJ l mdmdu OL ywkiod IIWMgd FWAMMW Ammaa anima Roe, we 2017 Abbe Nick Thorrpesn Lyndon F. Sdwnklk P.E. Ryan J. Kam, P.E. 101042017 IOMOI7 10M MAI7 M22017 Approved Cdsamr. Panel Waft Mq an 2909 PE4UM (013) 757-eW6 ardnCas/ay: soma nOw poordoNNe.can Complance Method: EvdkWbn PAW flank a Pbrlds Ralf' ' , Arrdhftd or a Lloo led Flolds P ofteske Englraa adimmaLblift 9aWkLAsUM AmnnMdJWAR Annamalfor U- mums MINIM MA P>aaOlWOOOM 2m IOJJYKi gumik= Bmism Pleasure 2 b. &peAa.ses TOW04 Soft Veld at am %W soft 12/312020 No Yes NO WA ELtlNSM 21Ak 10111 YeaMn mwmdOOlmc R VMM 2017 Janes Handle Bulwkg Produf lie. Cvts . Panel Wale il*CAbealy: SkYlp Compasses MMlrod: EvekrOon Report tom a Florida Reputed Arched or a Uesmed Florida PrObW NSW Elapkwr EumnuaLboam Ma 1 Campb* Lop sakes l3Ak7]� 4911E MUM YEMim smuawm Rwlelm 2017 Janes HardN Bufty Products, fta CMpay. Panel Was Wbuleee r. OWN Ceahaaanes Maerod: Evdudlon Repot tan a Floada Rap'' An'hApd Or a Laesed FNrlds Proboake Erohmm aiiiinaLemom Ma EMOOLMNWJkobKaLmen 1 Crrgra Lap OWN Florida DeparpMrtt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pgptufi 11ead/a i1011Lr no go RmL m m gm gadm< amlollflLilaolt YOIOId Bt YEBIEId amhmbd alLAmaW AEmmi ONO Pkgsaw Zhu Ronald 1.00aws John southeed, P.E 092MIT 060p1M17 064262017 101102017 Approved (OW 349-2927 PE24121 (362) 367-2526 dlo.asn amo LAm Am awAS U E AamlmijKLVM AMA gift Prodoct DomerhOw tmaremllmmM.gm 111MM O01Ytl9Rli nobw Et lbmnomlem lip sldkg 1213/20M Yes Yea WA WA Florida Deparbront of Business & Professional Regulation Building Codes and Standards Product Approval Applkedon Detall Papa 10r 1 11 116rm/e WmBLr gm 20 Qs1EPmml Wit 2OOm fMWMKAMM AMOt&!IL WOW amour Z12AMI" ABmnMa at" P1 i9dop Zhu Ronald 1. opawo John Srdharo, RE 05252017 050119=11 0625rJ017 IW102017 Approved (900) 34-2907 PE-24121 (J52) W-208 dN.curn amuLbW Amrmmllerllm balardacUM ram DANN emagLamoom Is2YM gumikJOWli aWOml Ermma f w-teawm up awing 1213120M Yes Yes WA WA Florida Depsrhnent of Business & Professional Regulation Papa I or 1 Building Codes and Standards Iffim1a Product Approval Applicadon Detall 22111 arlltor go Wr oft tlm®8a Wa Ztrs1 YMAN mo loom Global imbr[ALWM mwmd &Wy. )ilk mtl Adod EwLhmmni Amamm mt Redman 2017 OAF ksdwel $o n ROW NNrWmn John W. KMgvkya, PE 09/272017 0 FA M17 09202017 MINM17 Approved CoMmmy: R4dn9 (8W) 70-3411 PEd9108 (964) 772422E Sub0seascsy: Aq*iM 310ngws ands hOpar.00n Compliance massed: Evaluation Raw tom a Floods RoCl Ar~ or a Licensed Florlde PrOftmalOnel Eno— aditalAaftokm 9sem.AtlYmMs AYImYdlaGWl hommLaLlr1 tmmlL Relse lima Product Daverhodon Conleselt LTZLytion Dole Injim amowLtm NOW tams 1 OAF Aaphd Rod BMglea Fboq$ a reNeoreed 340, Wrwnastl, 54ab and 16001201E No Yes WA WA hoMdpa aaphd shkoss Florida Department of Business & Prob"lonel Regulation Pus. I a l Bul ft Codes and Standards V6ap16 ProdixtApproval Applle 11, DOOM Florida DepaMLsrd of Business & Professional Regulation papa I of I Building Codes end Standards I1 MIG Product Approval Application DelaN Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pap I or 1 IMMIS fads sel La gap gm 2MLb dm gap 1 2201 aemr Wa 21k Wa.Emdm Wa 220E aa)tilral ore 20 2OLhomm 20 etas minim mdaamml Sdmm ZOOO[Aj11m11 TWO W& YEWOmd Admbd EW&AMMmd Assumed two 1101 min" mmko = R2md lMdMKA.LIm111 301111911" YsWO W tLAM1b0 arAsmaMl banned too MUM YaWm Mmisim Rmrtl imemLAHmom )aWdddalL YaI WWsmO E112Amnnm1 eaomae now RmV-, W17 Lv.Thompson, hm doe Thompson AndtmocNral Tony Christman Zadwry R. PHOM Lndkes, I 1W1WM17 101`100017 IOMMAIT 121,1122017 Approved Re Mile 2017 L.V. Thonpow, Ina fts Thompson Andntdunl Tory ChrM n Zwhory R. PAM Lonw Bowden 100114M17 1t1110WT 101172017 12M22017 Approved Revision 2017 LV. Thmpoon, ko. dba Thompson AudngeO" Tony ClvAwrwn ZmdnryR AMP Looks9aladnia 101I2017 10MOIM17 10MMAM? 12M22017 Approved Masts Cwv"q (TAMCO) ($13) 248J4W PE-74MI (3$1) 300-1000 11 1 Company (TAMOO) Csrmory. Rroftg (013) 2A6.34M pfa7402/ (334) 300.10W lanyea notako06n0.00m 11 1 Corr"ny (TMICO) CAMmry: RooM9 (013) 2A&0466 PE-74021 (334) 300.1SW Wnyagornabolrooft•com Celpay: Roo6p 6ubCasmoy: Roo6g Acwoso so tlwt as an b w4pgon tokoo".00m W6CaNmry: RooMp Aeassrss tied ail an am M Moral Part Rwag eymtsm M d ideprald d paaw RooAnm syaiam -Nmrel Pon of and Roost/ sydnn Ialem Massed: Eaketbon Resat ran a Cmmparlea Matlwd: Eve' - ReW fan • Flo de Rmpldrsd Ardwod or a LbaMed Fbnda FbrMa Ramiftrod Af~ or a Lbeased Florida FIpoM Rpiasrod Ardatsd or a Uanesd Fbnda PM%@BWw Eua91 Aofteeks Eneilur Ptoboolo, Enpkwr 90SLAmlseOs homomiLum AMMMAA AE mem 21" ambLAl4oDse bmmmll .M AMMULbLM mind Woo gd1lAOaoom Anwaved bLta! eannmd1.use maw on" Ya0 BM69LEgddJbMMKALSM Ems LomodR lm raimmWOdMnM rilada WNW = amY dons Yea Em6mLmwddibooKaLmm rmai& 7ramlm ramoadzmwmdmLno 1&!W(IQ gmumLtm amram B OIm MA BMANIatrdmm 2looLolokiman l In NvMZ m bilLI fah Ymi" Eamae 1 TAMCO Flat Top 05AMW Wd wah Odle for Tft 25 9s. stile red Mdeft Weh bass OW092026 Yoe Yes WA NA 2 TAMCO Gooseneck Vale 2500. 001002028 NO Yes WA +0/42.5 3 TMICO OFRIdw Rod Ved wlh Dept 20 sa sMft roof venador weak WOWabd bdN 091109ri028 Yes Yes WA WA Florida DepWbrerd of Business; & Professional Regulation Paw I of I Building Codes and Standards 11rJas Product Approval Appkatkm Detall BffiM114H Rdt Rol" 20 Wa 2sbEmdm gm 1)m Y)olm m mboml go" COO KiJAMM 1MBIINM Ys111ad AdE WMi a Lbammg banal Mon fNVNbn 2017 FkMds MeW Pmd b Inc. Clerk Jones James L BLOW. PEG MI*W Jaw Naar, 10062017 1W06rJ017 1027=17 12M2=7 mory: Approved cabRaftg (904) 7836400 Ce= Enmmleowg PA 4iCaftecry; Roasts Acossora Vat are an dwk®tnkw.con PEJ1212 (561) 414.7667 ado, PEtofSw Rodnpswele Coopamoe Mail Ev&kaeban Report fan a Fbnds ANssO ArdWd or a Weaved Fbdds pfarsabme E"Okwar amLvmaLbomu gooLAOtamm AEeol&MWm AaunillLum MONO REMn YILaEMMJIRJMJhMOKXIMM ErsdoY AddhO 2aolMmamrtWmJlr1 laImII Oim.a n arldml Emro 3 3 - F7AM00 &W *RV 10 Mass Vrdl4n00 Mankwn Nye vernle fa plow rooft NNatsd 12/3" No Yea No WA tan 0026r Man9edo Florida Deparbrant of Sudanese & Professional Regulation Paw l d l Building Combs and Standards 1Ak9na Product Approval Application 046H 6IFIADMI Ruts YWaar got go 2dLEmdo Gm AME Emma mlrlwol goolEm amamLAMb )r11OLLbt I dd" Yism1 O¢AmnnW demmsd mmo Rwlelm 2017 Biel R,OI - I MwWLftlft Thom" JMandt V~ Unlom a akwaen Gary W. We" 1011E042D17 1001102017 10021=7 yprewd Csbwr. Rooftg (602) 280 2M! SWAM LLQ MM m44130 subDasmay: Roo6p Tie w ComparesI Molded: Evakadon Resat tan a In Product Evalwolon E"My G8kog1lzmdmlk aNdkemmms AaOmaObtgO AmnnMdOLlrt James OOr Yea RzomOIMOMago 1. HYM QkomLk Ytli auk" Eamm 15 Saxony put FYI Profs - Raft, CA 1100111441013 No Yea WA WA Florida Deparbrait of Business & Professional Repletion Pepe l d i Building Codes and Standards 116e014 Product Approval Applleatlon Detall Peron i Rest ImBlat 20 gm gm-NIMIm Wa MUM ME" m mbibat Zoom aomaLALMmm YdWaltdbt YSWOad aWMWYd PICAmamY booraml alma Rmvbbn 2017 La sum. Inc Andrew CW W James L Sleaknmr, P.E. Sam M. LAldh, PE 121I 2017 PW Appy naNsrr. Re.! (am) M4511 PE31242 (717) 3174 M srrYCasmory: PAc4h Aconoodoe the es an audreakwhoo.am Waled Part dlhs Ro7ag system Caantmnihes Massed: Evakeedw Rportfam a Florlde Asoolewd Ardrftd or a LbanesA FWW Prdadbrad 6gkwd 91Mmam� AOrovedEEUse AREMM91wim bases 22" Yea EmsaLWmadra Sam dzmbd oao r2naz QdamsMum errrm fm■ 1 Dm4t.Aka' 0114 Low lergaa PuypopyMr PhD k, RoatVbnt 07M02019 No Yes No •97AW.6 Mednnkay AfadW ao Plywood Du L Florida Depaltnant of Busiest & Professional Regulation Pupa I d I Building Codes and Standards 1Rno1a Product Approval Application Detall !SNI246mi 2201 isms Wa Wa lia.Cmda 21k Ass YEaMe MoOOmr S9 a A iNKALMM Mae" Mdow A l arLaomd Ammm 1MM INrtsbn 2017 Bad RoOWg I&IrdrLaeMa Tlomes J4mhnelt NPMO UIWDM EvWaMn nary W. ftim IfMAM17 1OMMI7 10212017 Approved C-Ow. Reo8n0 (602) 20-M SWAMLLC. MM ""ISO tubcab": Roolh Ties flomeajersatloMral.w Complkrlde Messed: Evakaftn Report from a In Pro" Eveudm Eney gmdkAm &2mum&11LM fimmudbLu m band Galls Yea ENdEL2EmiRft InWAM 9mmiL lm amrad EMsro 17 Saxom 9W - CooNy Sias, m im"d ales, Steaks, SWo, Plat Pro ft - Stockton, CA 1110MIS No Yes WA NIA "Old Ehpfth Tadola Florida Departrort of Business & Professional Regulation pupa l d 1 Building Codes and Standards 115=5 Product Approval Application De all Plif"& i 21MIp aBY1tr gm no MOWN Wa Jilin YrsMa mmdmm me tmobm ZOONKALM M YaYodlat mmki d adood EW LAMMM Prom! Aksm RwNbn 2017 Biel Rao" IIftrdeAaaao 111ermoJamams6 IMW union Evokwlbn oniy W.NMwr 1W180017 10NOWI7 101212017 Approved CaaamalI'Roobg (60g 200-M SeMon LLC. R06) ""ISO sruhe.roler. Room no "WroLi min ael.w l.empasrroa Wflea Ovakwean Report tout a In Pro" evrauaan Easy AYmnnaLbLUse AaoMVLMfJY1 a" ROW Ma ModoL Number a Noto BaAmLlImsdollas cooked gowrawn Wall In NVNZ ou lMtMM Bog" Pressure 27 Vp9W Maaant prdN-omwr 10104201t No Yes WA WA MMLQN l Bt1t11245 2211111 m m Ymlo mmdsmmr RWMW 2017 James Harolm eu601rg Products, lie. CasOay. Panel VdW bACesswy: SWO Caw:plane Mired: Evaluation Report ban a Florida RpYMed A+rlead a a Warmed Flolds PrMamaal Elgkler YaE 2 HwdNPMnk Les Was Florida Deparbnent of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Detall papa 1 d 1 14=14 WOAkLr 20 gill 2*zmdM Ind Smsam WolbmtAlremt Yetiit&h YEWdmO Ylrmi Ev.6ow d bsemlMd Akdm Pkpakag Zhu Ronskf I. 00wm John eou1MN, P.E. 06262017 0110OW"17 062BrM17 IWW M7 Approved (000) 349.2927 PE-24121 (352) 3e7-262e pkgolwnp utitarrwshor dle.00m 901LAmmmt Asennmdbsml ArmmLILUN INGO Wlbn d Gm b111M QAWdLU >i aOrssm Pressure fear-anNnt Who ndNO /21312M Yea Yes WA WA Florida Deparhrwnt of Business & Professional Regulation pads 1 a 1 Building Codes and Standards 1AMIS Product Approval Application Detall PLM21 90 Ymal gilt M 2MLbo M 21b MUM YEmM1 tlsmtimnM loom Eawouta Mse11 YSWO11M Ydiad sllamd Ea2ARRMN Amrmsd AMR PAVWM 2017 James Needs Dueling PloduoN, ba PI goo Zhu Ronald 1. Craws John eoLe", P.E. 0626r1017 OL0M17 06126120117 101102017 Approved Compeer. Panel Vooft (900) 349.2927 PE44121 (352) 357-M subcoll": Use Cbapaarlem Modest Rolusban Ragan tom a d1woom Flod" Ra91 A0./9bd or a Lamed Florlds ProleaalOnel E+aeklear B01i7mfEbo" Oudkbmmm hMM MUMS bm1aM0.tstM Isom 21" Ma MI&92129dlft b Nym 2UNNIM ammad Ensmm 2 HndWnwk Lap Berg 1sa-oninrd lop sMkq 12131rd= Yes Yes WA WA Florida Deparb7ront of Budnsss & Professional Regulation Paps l d l Building Codes and Standards Ifimis Product Approval Application Osbfl EIa»N Sea amt6L9r Rat Wa 040PAKMn gm m m Ysda OWN= gales L9omi.L7ue William Yddwd Man" Poo AMMM AmnnMd mean Realign 2017 TAMKO suaap Products. Inc. and Eden Zachary R. Priest Lout Bowdon 1a1B2017 101011141017 10202017 1ZM2rM17 Approved Com9mr. Rodng (417)62446" PE-74021 (334)300-16W subommery: unsrsynwrda kern odeaawoko.com Campaallaa sinned: Evakrton Rpot tom e Floods Rap" Arohtd or a Lanced Florlds PrgNeswesl EnpYler 9lMIBIAmaMom AMEMMAKlrl Am waxyi m MONO Winn Bel! $aMlatB�llagm bNIM amlmm ft M 6 Na 15 UL AWAR SMMI@d OWM NI 01W2019 Yes Yes WA WA t..n h ca6.1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pow /aI 1lMpts ELMM&4u S M Wad1Lr 20 Wa oaLEmdm 20 Dm1 Ysalm Mo dE mr ROOM tmbmLLLb m1 MINIM YMM" AN&MM EWgAmaBW AannmO Akan Revision MIT LV. Thompow, hoe. dbe Tnapeon AMkbCNral Tap CW&brlen ZodWyR Priam LoCWBowdan 1W1W017 10M112017 1mn72017 12MMA17 Approved Metals Company (TAMCO) (813) 246.3466 PE-74021 (334) 300-1000 cahtoy. 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