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Home My WebLink About6404 Cobble Bliss Stv so w (p ABBREVIATIONS AFF, ABOVE FINISH FLOOR EXG. EXISTING PKG, PARKING AGG. ACCE55 EXT. EXTERIOR PTN, PARTITION A.P. ACCE55 PANEL F.B. FACE BRICK PY. PAVE(DXING) ADO. ADDENDUM F.O. FACE OF PYMT. PAVEMENT ADH. ADHE5IVE FA5, FA5TEN(ER) PED, PEDE5TAL ADJ. ADJU5TABLE FN. FENCE PERI, PERIMETER AGG. AGGREATE RGL. FIBERGLA55 PLA5, PLA5TER A/C AIR CONDITIONING FIN. FINISH P.LAM. OR P.L. PLA5TIC LAMINATE ALT, ALTERNATE F.F.L. FINI5H FLOOR LINE PL, PLATE AB, ANCHOR BOLT F.E. FIRE EXTINGUISHER P.V.C. POLYVINYL CHLORIDE APPX. APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG, FLASHING P.5.F. POUND5 PER SQUARE FOOT A.D. AREA DRAIN FLR FLOORING) R5.1, POUND5 PER SQUARE INCH A5PH. A5PHALT F.D. FLOOR DRAIN P.G.C. OR P.G.CONC, PRECA5T CONCRETE A.T. A5PHALT TILE FLUB. FLUORE5CENT PFB. OR PREFAB, PREFABRICATE(D) AUTO, AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN. AWNING FND. FOUNDATION RAD, RADIU5 55MT. BA5EMENT FIR, FRAME(DXING) RLG. RAILING BM, BEAM R5. FULL 51ZE REF, REFERENCE BRG. BEARING F.B.O. FURN15HED BY OTHER5 REFR. REFRIGERATOR B.M. BENCH MARK FUR FURR(EDXING) RE. OR REINR REINFORG(EDXING) BYL. BEVELED GA, GAUGE RE5. RE51LIENT BIT. BITUMINOUS G.I. GALVANIZED IRON R.A. RETURN AIR BLK. BLOCK G.G. GENERAL CONTRACT(OR) RV5. REVER5E (51DE) BLKG. BLOCKING GL, GLA55, GLAZING REV. REV1510N(5), REVISED BD. BOARD GLB. GLA55 BLOCK R.O.W. RIGHT OF WAY 8.5. BOTH 51DE5 GD. GRADE, GRADING R. R15ER B.W. BOTH WAYS G.B. OR GYP.BD. GYP5UM BOARD RD. ROOF DRAIN BOT, BOTTOM HD. HARD RFG. ROOFING BR. BRICK HDW. HARDWARE RM, ROOM BLDG, BUILDING HDR. HEADER R0. ROUGH OPENING CAB. CABINET HTG. HEATING RBL. RUBBLE CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING 5CH, 5CHEDULE G5MT, CA5EMENT HD. HEAVY DUTY 5NT. 5EALANT C.I. GA5T IRON HGT. OR HT. HEIGHT 5TG, 5EATING C.I.P. GONG. CAST -IN -PLACE CONCRETE N.C. HOLLOW CORE 5EC. SECTION G.B. CATCH BA51N H.M. HOLLOW METAL 5HTHG. 5HEATHING CK CALK(ING) GAULK(ING) HORZ, HORIZONTAL 5NT. 5HEET CLG. CEILING HB. H05E BIBB 5H, 5HELF, 5HELVING GEM, CEMENT ID, IN51DE DIAMETER 51M. 51MILAR CM, CENTIMETER(5) IN5. IN5ULAT(EDXION) 5KL. 5KYL16HT CER CERAMIC INT. INTERIOR 5L. 5LEEVE C.T. CERAMIC TILE JT. JOINT 5.C. 50LID CORE CRAM. CHAMFER J5T, J015T 5PC. SPACER CIR. CIRCLE KIT. KITCHEN 5PKR SPEAKER CIRC, CIRCUMFERENCE KO. KNOCKOUT 5PEG. 5PEGIFICATION5 CLR CLEARANCE) LAM, LAMINATED 50. 5QUARE CL5, CL05URE L.P. LAMINATED PLA5TIC 55T. 5TAINLE55 STEEL COL, COLUMN LAY. LAVATORY 5TD. 5TANDARD COMB. COMBINATION LT, LIGHT 51. STEEL GONG, CONCRETE LTL, LINTEL 5T0. STORAGE C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD 5TRL 5TRUCTURAL GX. CONNECTION LIV. LIVING M. 5U5PENDED GON5TR, CON5TRUCTION LVR. LOUVER TEL, TELEPHONE GONT, CONTINUOU5 M.H. MANHOLE TV. TELEV16ION CONTR. CONTRACTOR MFR MANUFACTURER) THK, THICK(NE55) C.J. CONTROL OR GON5TRUCTION JOINT MA5. MA50NRY THR OR THLD. THRE5HOLD CORR. CORRUGATED M.O. MA50NRY OPENING T4G. TONGUE AND GROOVED CTR, COUNTER MATL. MATERIAL T.O.C. TOP OF CONCRETE CR5. COUR5E(5) MAX. MAXIMUM T,OF, TOP OF FOUNDATION C.P. CUBIC FOOT MECH, MECHANICAL TR TREAD C.Y. CUBIC YARD M.C. OR MED.CAB. MEDICINE CABINET TYP. TYPICAL D.P. DAMP -PROOFING MMB. MEMBRANE UC. UNDERCUT D.L. DEAD LOAD MET. OR MTL, METAL UNF. LWIN15HED DEP. DEPRE55ED M. METER VB. VAPOR BARRIER DET. OR DTL. DETAIL MM. MILLIMETER VERT. VERTICAL DIAM. OR ? DIAMETER MIN. MINIMUM VIN. OR V. VINYL DIM. DIMEN510N MIP, MIRROR V.T. VINYL TILE D.W. DISH WA5HER M15C, M15CELLANEOLI5 W5CT. WAIN5GOT DR. DOOR MOD. MODULAR W.T.W. WALL TO WALL D.N. DOUBLE HUNG MLD, MOLDING, MOULDING W.N. WALL HUNG ELEC, ELECTRICAL) O.C. ON CENTER WF. WIDE FLANGE D.5. DOWN5POUT MT. MOUNT(EDXING) W.C. WATER CL05ET E.P. ELECTRICAL PANEL O.A. OVERALL W/0. WITHOUT D. DRAIN MULL. MULLION W.P. WATER PROOFING EL, ELEVATION O.H. OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NL, NAILABLE WR WATER RE515TANT EQ. EQUAL PNT. PAINTED) W.I. WROUGHT IRON DWR. DRAWER NOM. NOMINAL W.W.M. WELDED WIRE MESH E5T, E5TIMATE PNL, PANEL W. WIDTH, WIDE DWG. DRAWING N.I.G. NOT IN CONTRACT WIN. WINDOW EXH. EXHAU5T PAR, PARALLEL EF. OR EAF, EACH FACE N15. NOT TO SCALE ALL WORK SHAD CO MPLG VITHCODpREVAILING CODES FL®RIDA Bill NATIONAL. ELECTRIC;®DE,REVIEW DATE ' AND THE CITY CJE ZEPHY'Rt'LILLS CITY OF ZEP Y€�ri' ORDINANCESpLANESJ'�E I REVISION LOG 4/9/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT LOT 06 BLOCK 08 SILVERADO 640 COBBLE BLISS STREET EPHYRHILLS, FL 335 1 LE N NARM 2277 -RIGHT 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 RAN/K `\�OP0GEN� 866 • - Z! sq. N TAT OF 0. i��j�s'S,LO•• R10P'�G�� llll jj I11��F`\ BEWS DESIGN GROUP 150 STATE STREET EAST OLDS,MAR, FLOR.IDA 34677 813.925.1300 TEZ. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 Fw Ill iii �� iii 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 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 i 0 zC) ON '-' o M M � Ln C LL U Q� Q E ... z�� w Wo J O d- 110 oZ 0 �Qw z d Ci w¢�cr Uz00 z�aQ =oz 0 J a Lu �LL La U Lu F w O 00 } V Q w g w z w a O V cn L z Lu oC tv n w LV ago �o �a�Z o > 0QLL'°o W°zQ a/ ^ O C F Y 8 z N o°L° � O' w LU n N u w;¢S J rl Q}-ZZ <00¢ w W W �Wz� O Q Q Q-LL �o 0�0 Z z °_0 0 c0 Z z Q�o � m a a om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. imo SHEET NO. DAVISc s W w A TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BILK OPNG MULLED PAIRS SH 12 20 X 26 SH13 20 X 38 3/8 SH14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH 16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 1 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH 12 18 1/2 x 25 1/4 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 SH 16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 1 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 1 105 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 11 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 6111 6/0 7311 SH 1/2 36 27 1/2 X 72 EGRE55 NOTE: EACH BEDROOM MU5r HAVE ONE WINDOW THAT COMPLIE5 WITH E6RE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM f? EZA y-/All KV 01-411 42"x42" O HAN5EN BOX DRYER VENT A/C PAD 36"x6O" SHOWER PAN AT 36" AFF. THRU WALL HB. 1/2 34-5H. W/ SHOWER 5URROUND COND. R/5 F n> _ W.N. -------I Lu > W.I.C. 1 OPT. f I OPT. T.P. 8' m" I L W L ORY0J o -� T_ S4 `r CARPET 1 ? 2x6 WALL I (TYP.) �6 IJ LAUND. 1 14'_211 / I_411 YJ 51_/All :l IIUU 68 '}I_61I II YJ 81_/All O_ CLIGUU. TILE I � 668 - I 0. BATH -I I a — 3'- 8 -m T B. F- N 1 ol CLG. � I ► a � i 3 CAR GARAGE 2668 I- BI-FOLD TILE 2868 Al '- i X Lu i l 8'-0" PLT. HT. o f H 0 0.E OWNERS SUITE �—� �J I � I 8'-0" FLAT CLG. — — — — — — a)_oil 0 1 0 4 5N <r = R/5 CARPET 16" DEEP "'.0 ID CLG. I- — z 1 a = C TILE 1I /1 o ,u M 30 H. 5 5H. 01 PLATFORM 16" DEEP K 1 I 11 Lu I 8' 6" 111-m" 4'-m" 3' 6" 53 1 I I I v 1 _ 1 N v 6' ci , � PANTRY 2868 A.N. z as C'L-Gm." L L Q iu e 0 i _j2468 R/A N Q ,L i Q HDR AT T-8" c'R �' � — II 11-6I I II 3 -m I II Im -2 I II 2 -4 I II 6 -4 %' W , 2m -8„ KITCHEN — I r------ -- \ VAULTED CLG. I I I1 TILE C 1 O _ � EDGE OF 5LA5 o 1 0 WI \ / \ 11 a 1 2 BEYOND WALL Q.1 0l a n _1Lu q CAFE CLG. o _ 3:12 \ v VAULTED 1 1 1 O' Lu 4 ro 4 -m x8 -m VAULT ` I BEARING WALL W/ UPLIFT AND 1 ` GONG, PAD FAMILY ROOM _ m I I O I a 0 5TUD5 AT 12" O.C. MAX. 5PACING FOR THESE WALL5 ONLY I p 1 53 VAULTED CLG. z CARPET I 1_011 1- a I I I 2 1'-0" / � N BEARING WALL W/ UPLIFT AND DOUBLE 5TUD5 UNDER EACH `O e / TRU55 No. 3068 I 9'-8" 61.811 51.611 VJ 8" � IT' 6" 11'-811 - w- G G K, C 1 T a � 1 !P 53 3 y H4 m > � FOYER I FLAT HEADER 9'-4" FLAT CLG. 5EE ELEVATION R/5 HqR AT 1' m" R/5 TILE 53— — — — — — — — — 2668 2668? — — — — — — — — — ATI'8° HDR 8 -m CLG. 4 5H. N - - I� - — 5m68 BI-FOLD -. 21 /AIl CARPET "' Y/ 15'-gll 16" DEEP 21_All Y 5m68 BI FOLD — — - a v O = _ry u U _ oC o s T511 0 00 II I1I_ 11 31_ II 8I_ II 3I mII 5I_ I 3I-8II FLAT HEADER3I_ BEDROOM 2 5EE ELEVATION BEDROOM 3 2m6s BI �oLD BEDROOM 4 8'-0" FLAT CLG. 8'-0" FLAT CLG. BATH 2 8'-0" FLAT CLG. CARPET CARPET I 8,-ml, CARPET T - I T.B. I ` n 1 T.P. TILE N o I FLEX N CIO Ozo 1 8'-0" FLAT CLG. v I CARPET FLAT HEADER Lu 25-514 TEMP. 1 �, 25-5H 1 I 5EE ELEVATION * EGRE55 n. * EGRE55 1 = I O HB. FLAT HEADER 12" GM.U, COLUMN T.OM. AT 84" AFF. 5EE ELEVATION (TYP. OF 4 AT PORCH) ■ INDICATE5 I 22'-4" 13'-411 19'-0" 5'-411 1-0" ♦ INDICATES 2 05 54'-S" 61_411 61' m" FU STRIUCTUFz4 NOTES lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. ®- THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55" ANCHOR WITH HTT4 AT BASE. O - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIE5 PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE HZ (2) 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/ FOLLOW Q/S4 SEE PLAN FOR BEARING WALL CALL -OUT WHEN 12 " FLITCH PLATE / STRAPS ARE REQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING - 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LIVING) LIVING 2218 S.F. GARAGE & I S.F. ENTR ' 12(o S.F. TOTAL 50. FT. 3021 S.F. )OR PLAN - B 5CALE: 1/4" - 1'-0' DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .92.5.1300 TET. 813 925 1800 FAX W W W.DAVISBEWS.COM TAMI'A • DEI�TVER � EST. 1994 �� F17 1 111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 DREW1. 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 N O -�-' O Ln M O O j c0 Lnn °- V) 'L Q � LL .-. QU fl. 00 z3: w WO J O d" Oz �0 Lu Lo z a <a w¢�� z Uz00 z�QaQ _ Z); a Z � awou) �LLo OUW11N C0 z O oV) z0 rU z W zLu g o OH V cn 0 J z W LL zabe tv w ce o�� l0 W a W O U Q � Z W [) O OQLE LEO O ~4 w0z¢ w a' N a0¢H z _ oCyi-Z (-�I O O' w Z U-) N Lu 5-<aS W_I ¢�zz )80< W W V) w z� o� 7 � Q�6- 0000 z z �' ° o m00 z z ¢Luo o m a 0- om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. 102 Y 1. r v m I 51NK KITCHEN ISLAND BATH 2 HOOD REF. N RANCsE e M v o- KITCHEN MIRROR A/ LAV. LAY. OWNERS BATH INTERIOR ELEVATIONS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 8i3 . 92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWSCOM TAMI'A • DENVER. � HST.1994 � i O Z O 0 (V � v � 42 O O j tB II O Ln L LL �U a� z w zq� Wo J c0 OZ =O z ce Uo za O �Wac� U Z O 0 Z ¢ Q omw � J a aujCo SW LL N W coN° Z O J }u zW Z ui a L4� Lu 0 > ~ J U O 0 z W�Q a rwo o�� Wau-o U Q E Z O W o °O Q W 0 Lu Z Q z dam- N Z 0 0' Lu w u N F„� Lu < -Z Z)00¢ W W -Lul � Lu O Q Q moo 0000 Z Z J Y 0° g u 7'v ¢ O J O m a a - SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. DAVIS2 P T.O.M. HDR HGT. _ I (TYP.) F3 TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) (TYR) F3 FIN15H FLOOR LINE I GRADE LINE (A55UMED) I"x6" 5MOOTH — TEXTURED TRIM / BAND 12 5 I"x6" SMOOTH TEXTURED TRIM / BAND TEXTURED FIN15H STUCCO ON 5HEATHING (TYP.) mal TEXTURED FIN15H STUCCO ON 5HEATHING (TYP.) 5HINGLE PER COMMUNITY SPEC (5EE 5TRUCT) -7 Fil"F5 mimimim. G.C. VERIFY r— FASCIA CALL -OUT (TYPICAL) ®� mag T,O.M. 7-1 E] 1717-1171 El El I TEXTURED CEMETITIOUS FINISH ONCM.U. (TYP) FIN15H FLOOR LINE 7-1❑❑❑❑❑❑� ❑00❑�❑�� FRONT ELEVATION - B. SCALE: 1/4" : P-0" GRADE LINE (A55UMED) T.O.M. HDR HGT. XTU E rExruRED Z E R a CEMETITIOU5 CEMETITIOU5 FIN15H ON C.M.U. FIN15H ON CM.U. (TYP) (TYP)� 1 25-51-1 TEMP. 25-5H * EGRE55 * EGRE55 FIN15H FLOOR LI f _ FIN15H FLOOR LINE LEFT ELEVATION - B 5CALE: 1/4" : P-0" GRADE LINE (A55UMED) dE \\W I I I / ///// a LANIK41/ \�NN �P,.•�\GENSF••.Oi�i�� . ' • i Go: ' NO. 8882 '-..Z -ATE OFZ 4..416R\ -'N DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLD6i\1AR, FLORIDA 34677 813 . 925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER_ � EST. 1994 III III oil Big oil VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 1 O Z O N O-a'O (� M O o��Ln L LL CLro ` /1 oC U fl. 00 Z ... w z CD Wo J 0z �o z w Q O z� Lu c" F �ZCo z�Qlr a¢ (Daulz �2�" Wa W p � ��o J OC J W N h cc w WZZ �0 W �z o N� Lu O J U (n 0 0 z z Io¢ <Q �^ Q two o�� ko I.L Wa 0 v¢�z O Q Q 2 0 z zozv 1\ O W Y ¢ Z dam" �� O�F-z l V 0 aw Lu W^' "-�¢S J ,-i , V LL QIuJ 4zz =) R < di 6i � W z � o Q Q ¢0� �o 00 Z Z cy Lu 0 O aoo r, m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. ino SHEET NO. 303 FIBERGLASS SHINGLE PER COMMUNITY 5PEC 12 (5EE 5TRUCT.) 12 5� a5 \` \�.� .....I... �� P.'-`GENSF'�'�j 12 LINE OF INTERIOR \��'. 3 VAULT a �0/3§� — C TOM. _ T.O.M. .o: Xf9P� NDR HGT. : �pc�'•. ,cLOR\OP N_�' ss10 EXTENDED TEXTURED «� TEXTURED 111110 OVERHANG TOCWETITIOU5 CENTERED ONFIN15H ON CM.U. cO CEMETITIOU5 5.G.D. (TYP.) FIN15H ON CM.U. (TYR) 35-5H 35-5H 35-5H 25.5N FIN15H FLOOR LINE * EGRE55 TEMP. * EGRE55 FIN15H FLOOR LINE GRADE LINE (A55UMED) REAR ELEVATION - B 5CALE: 1/4" = 14" 5� FIBERGLA55 12 5 SHINGLE PER COMMUNITY 5PEC (5EE 5TRUCT.) T.OM. T.O.M. HDR, HGT. LT XTU - � E RED � GEMETITIOU5 FIN15H ON G.M.U. (TYP.)� I/2 34-5H. lk FIN15H FLOOR LINE FIN15H FLOOR LINE GRADE LINE (A55UMED) RIGHT ELEVATION - B 5CALE: 1/4" = 1'-0' y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAP, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 P�-- oil III 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 J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY !I O Z 0 N 0 ;(u' O M O �U-;�� m Q C) M LL U a00 zE w Wo J 0 Z O �o Q zz O Wz00 zoo z�zQ 0WW J a ��wLLN J I Iwo Ln zz W U Q gw Z e( uj a Lu Q LY J J < Z Ov / z �/ / G� g Q z �Wo � 9p �f- WaLL c-)d2z lfl o LL Lu N Lu QF--Y� Q 00 0O� O pO�Wz 0 Z N N w Lu Lu U ,�-� L.L =ooa w lii Z� �°LU a a =off o 00 Z Z °_� m O ,� g <>0 o o r, m a CL SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 1.0 SHEET NO. LCT►CAL '�T' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 01P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET K;�- HALF-5WITCHED DUPLEX OUTLET [-a SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED NCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN i0 EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) c4 CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEV15ION (OPTIONAL) THERMOSTAT ELECTRIC METER Am ELECTRIC PANEL DI5CO%ECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILWS MOUNTED INCANDESCENT LIGHT FIXTURE V G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES, 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14' TELEPHONE ... 14' (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND N5TALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (0,I). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA 10, N.E.C. 2014, FBL.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A F0551L-FUEL-BUFNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALAR15 SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. METER 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. 4 COMBO - SQUARE D TYP. ' 4 AND M2 COPPER TO REFER TO FLOOR IN51DE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED MO COPPER TO WATER HEATER UNDERGROUND #8 COPPER TO RANGE SERVICE BY POWER COMPANY $4 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 OLL�SMAR, FLORIDA 34677 813.925.1300 T'EL 813.92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. <--�-, EST. 1994 ��> 0 Z � N O :L' O Cn i-' = O ��n r� a cn •L d- �� za < U CL z�� w Wo J� d- O z �p ZQ a� �j5 w¢�x J Uz00 Q oUZ< U �o�z I"'I awoo uj� 0UwwN Im-w z0 Q U Zw Z 0 _j a� W �� w F_ J ° z p w�Q O xa� w p lD T wa�0 U Q � Z w p O O L oa- w p Z U uu Y Q Q Q� 1 ~ O z Z N ^N Q °Lu o LV Ln , V � ¢ cn p �gaQ �i.i iw � W Z � LLJ o Q Q a� � p 0000 Z Z �� se °° g w o O ¢om n m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. ino SHEET NO. 4m2 EXTENDED OVERHANG CENTERED 5.GD, ROOF PLAN - B SCALE: I/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. 1'-0° TYP, OVERHANG (UXO.) N'•�RANIK;Q`•••••E � O.• G NSF•.,0� �� NO. 623 :Z �i ,�•. 'cOR10P •�� Fs tG� N s;ONA _, \\\N /1111110 BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, ELORIDA 34677 813 . 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. v� EST. 1994 �� Fill t2i 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 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 z `, N O .a+ O (n M O N O L^ Q a U- M Q U Q00 w Wo J O d- 0Z 0 �Q z a� w uzo0 z0¢<Q onz aa w0c) �LL0 U w LL N h- co w Z Z r0 �w z � U� Lu z z �� $two ace Lu v`-Ez w0Z) Hk C) z0za O QOQ� z 00 N o Ce Lu 00w Z Lu Lrljn N wag Lu CD w w �gLu z o Q Q a� �o 00 Z Z m " Z Z Q � g om 0 m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. imo SHEET NO. DAVIS5m2 NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDINGS CODE 15 TO BE IMPLEMENTED. CONCRETE 5TRENGTN IN THESE AREAS TO BE A MINIMUM OF 3000 P.5.1, THEREFORE ANY AND ALL NOTES ON THESE PLANS TWAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORAGARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING. W.W.M. PLACED IN 1/0" SAW CUT x 1/4" SLAB UPPER 1/3 OF SLAB THIGKNE55 WHERE 5NOWN OR FIBERME5H ON FOUNDATION PLAN REINF.(5EE PLAN) o Lu a � - a • a e o • CONTROL JOINT DETAIL N.T.S. 05 CONT. REINF. 5EE FOUNDATION FOR QUANTITY 1545"45" CORNER 0 Q o BAR ONE FOR EACH HORIZONTAL REBAR o • TYP. (UN.O.) .. ALTERNATE TWE REINF. BARS 5HALL BE CONTAROUND COMER BY COLD BENDING THE BAR W/ MIN, BAR LAP 25" TYP. CO RN E R BAR DETAIL. N.T.S. 11 4'-4" 42 "x42" A/C PAD 44" 44" 4'-T 2'-11" 5'-0" 5'-4" TYP. AT ONE-STORY (5EE AA/53 FOR STEM WALL OPT.) A y 5'.4" 5'-4" 5'-4" 4'-0" 4'-4" N.B. t 0 - �I-\ — — — -- 2x6 UJALL— — - I N -- 7 if r 1r I ��) 0I OPT. II OPT. I vI I i i ; L WA5HE5 L DRYS J) I I o ■ _ _ I I I I I I i 1 I I I 3b"xb0" SHOWER PAN I (VERIFY DRAIN LOCATION) I I ■ i i i I i TYP. AT ONE-STORY 15'-6" I 264" (SEE JJ/53 FOR STEM G.J. -- ------------------------i-------------------- -----------__ - -------------i------------ C.J. C.J. -- _ - WALL OPT.) a 1 � � Q - I -------- i I 53 I I I I I 1 I I v I j i i I I i e 30"x 30"x2O" D. CONC. v ■ I I I i I II o w I I I ( I FTC. W/ (3) #5 BAR5 E.W. G.J. III I I G.J. G.J. - ---------------------rt---------------------- ---r-------------------------r----------�,------rn- ---------------------I --- -- r - - - - - - - - - - - - - - - - --- Ul� t I I I — I �u 23'-8" i b' 8" i 9'-2" I I I J En I I I I � 71] I I 53 I TYP. AT ONE-STORY ELEVATION AT 0' 0" (A55UMEp) I I / \ II i i I L I I d (5EE JJ/83 FOR STEM e ■ 3.5" THICK, 2500 OR 3000 P.S.I. _ �� o I WALL OPT.) CONCRETE 5LA15 ON GRADE W/ bxb WI.4 14 MESH OR FIBER _ `r I MESH OVER b MIL. VAPOR , BARRIER ON CLEAN, WELL 'IiiII IIIII PITCH Lu _ W, II TERMITE TREATED, I L—J 1/8FT.COMPACTED, GRANULAR FILL. iIiiI IIiiI =�- n 48"x96" 0 '-4 '-0GONG PAD oC.J. Gil. - - - - - - - z+- d w - - - - - - - - - - - - - - - ----------- -- - - - - -- - - I cA ■■ ■ s wM LLI PITCH/ _■ = 24�1/8 FT. 330" 14'8° G $n 30"x 30"xl2" D. CONG. w , 1G ARSpE. 3"BAR5E.W. . 53 FTG, Wl (3) S BAR5 EW. 1/2 RECESS I/ PITCH FOR ENTRY DR I/8" FT. L -v ■ ��1�L1/1� r��/_LL/ 0? I I I I I 0 — ■ I I M I I ■ - �, 31'-51, 1 i 23'-3" 24 x24 xl2 p. GONG. FTG. W/ ----G.J------------------ - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ------------1----- I - - - - - - - - - - - - L - - - - - - - - - - - - - G.J.- (3)15 BAR5 E.W. «j I I i I 1 - ■ QI c� i I I 1 �24"44"A? IN' i ' II ' ' a, D. CONG. FTG. W/ I I \i �J I = i i (3) "5 5AR5 E.W. I j— — ■ —� v1■ ----■ I UI vl �I 6l ■ ■ ■ IN■ ■ ■ ■ ■ ■ / N.B. ZJ�24"44"xl2" D GONG, FTG. W/ ■ INDICATES 115 53 (3) 05 5AR5 E.W. 4 4 51-411 Al 61.011 51.011 31.1011 4.0" 31.611 3 IO 5 0 5 -4 4 -0 4 4 51-411 11.011, THE FOUNDATION 5Y5TEM HA5 BEEN DE516NED U51NG A MINIMUM I 501L BEARINGS CAPACITY OF 2000-PSF (R401.4.1 FBGR). A INDICATES 2 15 FOUNDATION - B 5GALE: 1/4" = 14" ILI DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXAIAIt, I-LORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- __� EST. 1994 nsIIlog --Jl IIII Oil log I 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 �OMREWJ. 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 C14 Our) CDz ,>.,U)MO V) M L0 � Lo LL CL U CL00 Q ' E� w z � J o O d' J OZ �o UoUJ a37 �� WQ�X zoo o� Z U Q cz _j 0 W ce J �a WU`n woo SC) f1 N F-WO z O }v zW z CL 9 4?�: Lu 0 CO J z U.�¢ 0 J �z¢ jF_ oF_� o C z W a Ua �O ... O w wLB w — Q 0 z N 9 °=~z on w N uj < di 111 <8O¢ V)o Luz� o 00 Q z Q z =) LL cy CO z z Ln _j Q om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO.. iso SHEET NO. EJ EJ EJ E E ('') L0 VS U U U SPECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY UN.0) LEDGER A (LA) - � SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRU55E5). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU6515 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - #2 5YP. 2x4 W/ (3) 0,131" x 3-1/2" R5. NAIL5 AT EA. 5TUD (1(o" O.C. MAX.) 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP, UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM 5UPPORT TO THE FRAME WALL, A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU5515 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - � 5YP, (2) 28 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. 5TAG6ERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER D (LD) -12 SYP. (2) 2x8 PT W/ (4) 5IMP50N 5D525600 5CREW5 AT EA. STUD (16" O.G. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER E (LE) - 02 5YP. (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. 5TAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 5UPPORT ALONG MA50NRY WALL). LEDGER F (LF) - � 5YP. 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR 5HEATHING 5UPPORT AT MA50NRY AT PARALLEL FLOOR TRU55E5). NOTE: TH1515 A REQUIRED TEIMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) -12 5YP. (U 2x8 W/ (4) 5IMP50N 5D525412 5CREW5 AT EA, 5TUD (16" O.G. MAXJ W/ 6IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT% AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER H (LC) - 12 5YP. (2) 2X8 PT W/ 1/2" DIA. X 6" TITAN5 AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER I (LI) -' SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE, AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - � 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. 5TAGGERED W/ (U 51MP60N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ 0.131" DIA R5. NAIL5 AT 3" O.C. LEDGER M (LM) - � 5YP. 2X4 W/ (3) 5IMP50N 5D525600 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ (U 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE, AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN, NOTE: AT LEDGER5 C D OR H, 5IMP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE U5ED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY URO, o(o 1118 >o > > > > > > - 0" Co I\ H- E- c>il > > > > c>u r>) (LO � r- ago m L7 > > - E_ LD ;J1 CJ1 ;J3 GJ ;J5 CJ`_ _J7 EJ-/ _J7 EJ/ _J7 EJi _J7 Q EJi _J7 M 0Cw_ � LLJ LL 0 EJi _J7 7VC 7VB 7VA ~ Q J W Q W � �- Q Q � E:] z � W Q l� v EJi EJi EJ-/ EJ/ w LD > 3/12 VAULT A J7V aj M Q EJi EJ i J (\1 EJ7VD EJ A ¢ ) EJ7VE l� EJ7VF X x2 L; J CJ EJ7VG -_J7w -__J7W V J LD Q Z W 0-X > �-Li a W Q _J7 x2 7J7 �I'- W C] Z J7 Q W CL W E: ry � � W = W :J5 'J3 J1 11 If 11 If 11 11 11 9= w 1. 1119' NN pa ry as c>a (y) Ln U U U CJ1 CJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9- 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2' D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - B - 10d x 1 1/2' HTA20-18 1400 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G HIOA 1340 1015 18 - 10d x 1 1/2' RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 30d x 1 1/2" J HTT5 4350 3740 5/8" ANCH. / (26) lOd x 1 1/2" HTT5 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 HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" 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 W. HTS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPI 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12-10d SPT24 1030 - 12-10d HCP2 1 645 555 12 - 10d x 1 1/2" - - - - * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = LJ480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 192' O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS, DROP HIP DETAIL 2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (5) TRU55E5 al I OR 2 PLY CARRIER I-a-0 CLEAR CHAP BETWEEN (5) TRU55E5 (+/- 6") (• •) FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*) INTER5ECTING POINT 5HOWN ON THE HIP TRU55 5Y5TEM BELOW. FASTEN TOP GHORD5 OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTER5ECTING POINT (") INTER5ECTING POINT TO BE FA5TENED WITH 2-15d COMMON NAIL5 OR 0.125 x 3" GUN NAIL5. FA5TEN BOTTOM CHORD OF (B) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE 5AME 5PECIFIED COMMON NAIL5 OR FUN I OR 2 PLY CARRIER (A) NAIL5 AT 48"OC (*). W/ 2x CONT, LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO, 2 OR NO, 2 PT 5TICK LUMBER (LAIC) FLAT WISE) MAY BE USED, FOLLOW FA5TENING 50HEDULE A5 DEFINED FOR HIP PLANING TRU55E5 RI. 5TICK FRAMING SPLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTER5ECTION6 5PLICING, TO BE 5TAGGERED BETWEEN COMMON TRU55E5 NO CA15 REQUIRED UNDER STICK FRAMING 5PLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O" ON A HORIZONTAL PROJECTION. NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAIL5 EACH 51DE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP. AT INT, BEARING U.N.O. ALL TRU55 TO MA50NRY STRAPS TO BE O U.N.O. ALL TRU55 TO FRAME 5TRAP5 TO BE U.N.O. N .......... ?,AN N S..�fiO��i,, q : NO. 8S 3 '•�Z STATE OF ij'n•'• ` CORV N ONAL C�, �N ��lllIII11\� ROOF FRAMING PLAN - B SCALE: 1/4" = I'-0" DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&MR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • DFI`TVER EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY !I cO Z O " � "o > ur) ro C) II (0Lr) �L N II Ia- C)- M U Q00 z� u w Wo ..J O 110 0z 0 � 7 Lj z d �a W¢z cery uz00 z°¢Q _ 8 n z � J z a a�U_o OU LL N Ll H w z �U zw a z 9 4� w z H O0 ^^ V / J z ��¢ tVan 6Wo a LL a�FO U Q Z l0 Z ZD pQLCL'O Q z 0 z U O CJ a0QCJ z (� O powz dam- c- w N Lu W W =000¢ u) o z x aLU E O Q Q 0000 00 Z Z Z Z CY m ,-( a�� om O m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 1.0 SHEET NO. r • O(MIK) O(MIN.) O(MIN.) O(MIN.) _D(MIN.) 8(MIN,) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG 10, THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE 8F8-IB/lT 8F8-OB/1T 8RF6-OB/IT O 8F12-lB/IT O O • • • • • • • • ® 8RF14-1B/1T 8RF14-OB/1T 8Fl6-OB/IT 8F16-1B/1T OO O O 8F20-OB/1T 8F20-2/1T BF20-0/2T j. O O O lu 8F44-IB/1T W40-013/IT 8RF40-OB/1T 8F32-IB/1T 8F32-011/1T 8RF30-1B/iT 8F28-OB/1T 8F28-1B/IT 8F24-OB/1T 8F24-IB/iT ® O O O O O O O O O TYPE DESIGNATION ,- #5 REBARAT TOP a MIN. (11)) REQ'D F = FILLED WITH GROUT ° U = UNFILLED ° 1-1/2" CLEAR R =RECESSED ° • ? QUANTITY OF #5 REBAR AT v w C.M.U. BOTTOM OF LINTEL CAVITY a 8 F 1 6-1 B/ 1 T \ z z GROUT L CO QUANTITY OF #5 #5 REBAR AT BOTTOM REBAR AT TOP • ON OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL WIDTH BOTTOM R 7-5/8"ACTUA PROVIDED EN FLIINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL PLAN - B 5GALE: 1/4" = I'-O' BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM 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 DREWJ. MEISHEID, P.E. #83217 ASKED 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 C) O ko M O (B L.f) O � i LL d Q U Q� z w Wo J O tD M 0z 14 w0 za w¢�� z8Oo Ooc[af zvZ¢< 0 W z �°LLJ aa uj C) �LLo OV Lu u N COz@ O N z� Q U zw z g L.0 J z of z whin¢ man �Wo 2 LTV WaLL~ va�Z 00 w zawo co z0Z. � C7 1- se Z dam- (� ° a Lu D w Z Ln N J °<¢S �cc< Lu Lu Lo o Lu z � O Q <C a � 0c0 Z z °' ° 00 z Z ¢Luo O ao rn p a o m SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. 802 DAVIS OPTIONAL OVERHEAD 5ERVICE 5AME A5 - UNDERGROUND 150 OR 200 AMP 5ERVICE METER REFER TO FLOOR PLAN FOR NOTED AMP5. REQUIRED UNDERGROUND 5ERVICE BY POWER COMPANY 14 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 25052 OF THE 2014 NEC. 150 = 01 COPPER OR 2/0 ALUMINUM 200 = 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT, TYPICAL A/C n[)15C. ELECTRICAL D15CONNECT PANEL 12 COPPER TO APPLIANCE5 AND GFI 114 COPPER TO LIGHTS AND OUTLET5 110 COPPER TO WATER HEATER 18 COPPER TO RANGE #6 COPPER TO HVAC INTER5Y5TEM BONDING TERMINATION PER NEG 08, 250.94 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIAL5 AND IN5TALLATION5 SHALL COMPLY W/ APPLICABLE PROVI51ON5 OF THE NFPA 10-08, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY 5TAIR NOTES RAILING BALU5TER5 5NALL BE 5LACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 FOR 5TAIRWAY5 5NALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER. HANDRAIL END5 5NALL BE RETURNED OR 5NALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, GONTINUOU5 GRA5PABLE HANDRAIL MJ5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5NALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLO5ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. RESIDENTIAL 6th EDITION (2011) - R302.1 AND R302.11 5TAIRWALL FRAME NOTE ALL 5TAIRWELL 5URROUNDING WALLS AND KNEE WALL5 ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD CCGUPANCr AND CONSTRUCTION T''PE: TN15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION, CEILING CONSTRUCTION: I. THE GARAGE 5NALL BE 5EPARATED FROM THE RE5IDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE GARAGE 51DE. GARAGE5 BENEATH HABITABLE ROOM5 5NALL BE 5EPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LE55 THAN 5/0 INCH (15.9 mm) TYPE "X" GYPSUM 50ARD OR EQUIVALENT, WHERE THE 5EPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE 5UPPORTING THE 5EPARATION 5NALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD OR EQUIVALENT. DUELLING / GARAGE OPENING5: 1. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOOR5 NOT LE55 THAN 13/0" IN THICKNE55, SOLID CORE (5.C.) OR HONEYCOMB CORE 5TEEL DOOR5 NOT LE55 THAN 1 3/8" THICK, OR 20 MINUTE FIRE RATED DOOR5. 2. ALL DOOR5 FROM GARAGE ADJACENT TO LIVING 5PACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5, EGRE55: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15P FLOOR LINE OF THAT PARTICULAR ROOM. WINDOW INSTALLATION: WINDOW5 5NALL BE IN5TALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURER5 WRITTEN IN5TALLATION IN5TRUCTION5, WRITTEN IN5TALLATION IN5TRUCTION5 5NALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOOR5 5NALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE 5LEEVE 5NALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE 5LA5 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITICIDE5 5NALL BE APPLIED IN51DE THE 5LEEVE. 2. PROTECTION AGAIN5T DECAY AND TERMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOWN5POUT5 5NALL D15CHARGE AT LEA5T I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA51-1 BLOCK5, GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDING5 WITH EAVE5 OF LE55 THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF, I TOP RAILING NOTE: 5UBFLOOR ADHE51VE 15 U5ED IN ADDITION BALUSTERS TO NAILS ON WOOD COMPONENT5. MAX 5PACING 4" 1 X 0 PAINTED WD. CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO OGEE 5TOP THE 51ZE OF A 2 X 12 5.Y.P, AND 15 NAILED TO EACH TREAD W/ 16d NAIL5 FROM THIRD LAMINATE TO TREAD— OPT, 2 X 2 BLOCKING NAILED / TO TREAD AND R15ER. 3-2 X 12 5TRINGER 2 X BLOCKING NAILED TO 5TRINGER, Z 1 3/4" R15ER5 R15ER, AND TREAD. + 2 X TREADS± RIP FROM 2x12 I X 5PRUCE #3 OR 3/4" CDX. + + TO 51ZE NOTED ON PLAN PLYWD, RISER + 2 X 5OUTHERN YELLOW PINE #1 (ACTUAL THICKNE55 15 1 1/2") TREAD, TYP. OPT. RAILING ELEVATION 5CALE: 1/2" : I'-0" NEWEL P05T TOP RAILING BALU5TER 4" D.C. SHOE RAIL (REMOVE W/ METAL 5PINDLE5) I X 8 PAINTED WE). CAP OGEE 5TOP rwuK LINt OPTIONAL A RAILING DETAIL 5CALE. I I 0 CLOSED RISER DETAIL CARPf CARPf TREAC R15ER SCALE: 1/2" = 1'-0" 2 X 4 WALL 1/2" GYP BD, 3/4" SKIRT BD, 2 X 4 SPACER 2X12 5TRINGER TYPICAL STAIR FRAMING DETAIL B SCALE: 3/4" : 1'-0" GENERAL CONSTRUCTION NOTES CHAPTER5 AND 5ECTION5 REFER TO F.B.C. RE5IDENTIAL 6th EDITION (2011) MECHANICAL AND NYAC I. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPAGITIE5 5NALL BE FURN15HED BY THE GENERAL CONTRACTOR 45 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES 5NALL BE ACCE551BLE FOR I1\15PECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING I1\15PECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING 5PACE AT LEA5T 30 INCHE5 (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE 5NALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCT5 IN THE GARAGE AND DUCT5 PENETRATING THE WALL5 OR CEILING5 5EPARATING THE DWELLING FROM THE GARAGE 5NALL BE CON5TRUCTED OF A MIN.126 GAUGE (0.48 mm) 5HEET 5TEEL OR OTHER APPROVED MATERIAL AND 5NALL HAVE NO OPENING5 INTO THE GARAGE, 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 5NALL BE RAI5ED AT LEA5T 3 INCHE5 (16 mm) ABOVE THE FINISHED GRADE AND 5NALL AL50 CONFORM TO THE MANUFACTURER'5 IN5TALLATION IN5TRUCTION5. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RE5ULT OF 5TOPPAGE IN THE CONDEN54TE DRAIN PIPING 5Y5TEM. THE5E PANS 5NALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF 5ECTION5 M1411.3, EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM 5NALL BE D15CHARGED TO THE OUTDOOR5. AIR 5NALL NOT BE EXHAU5TED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM5 5NALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND 5NALL BE EXHAU5TED DIRECTLY TO THE OUTDOOR5. EXHAU5T AIR FROM BATHROOM5 AND TOILET ROOM5 5NALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREA5 IN51DE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHE5 DRYER EXHAUST DUCT 5NALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT 5NALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOE5 NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHE5 DRYER 5005TER FAN 15 IN5TALLED AND 115TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAU5T DUCT, INCLUDING ANY TRAN51TION DUCT, 5NALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER15 INSTALLATION IN5TRUCTION5. WHERE A CLOTHE5 DRYER B005TER FAN 15 IN5TALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5NALL BE PLACED ADJACENT TO WHERE THE EXHAU5T DUCT ENTER5 THE WALL. THE LABEL 514ALL BEAR THE WORD5 "THIS DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE LOUVER DEvIGE5 AT INTAKE AND EXHAU5T LOCATION5 IN ACCORDANCE WITH AMGA 5TANDARD 550 IN FBC. ROU6N=IN IN5PECTION REQUEST NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MU5T BE COMPLETE, IN5PECTED AND APPROVED BEFORE REQUE5TING THE FRAMING IN5PECTION, WINDOW FALL PROTECTION IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5NALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER RRC, RE51DENTIAL 6th EDITION (2011) - 5ECTION R312.2. WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R3122. IN5ULATION NOTE5 • CMU WALLS:----- R-FOIL 4.1 KNEE WALL5 THAT BACK UP TO CEILING • FRAME WALLS:-------- R-13 AREA ONLY:----------- R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URI/E'' NOTE A FOUNDATION 5URVEY 5NALL BE PERFORMED AND A COPY OF THE 5URVEY 5NALL BE ON THE 511E FOR THE BUILDING IN5PECTOR'5 U5E, OR ALL PROPERTY MARKER5 5NALL BE EXP05ED AND A 5TRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK5. CELING AT ENTRY' NOTE ALL ENTRY CLG5. TO BE 15/32 056. CEMENTITOU5 FINISH (U.N.0) GA5 APPLIANCE PROTECTION IN GARAGE NOTE PROTECTION OF GA5 APPLIANCE5 IN RE51DENTIAL GARAGE5: MINIMUM 3" DIAMETER 5CH 40 STEEL PIPE, 2 FT. BELOW CONCRETE 5LAB AND 3 FT. ABOVE FINISHED FLOOR, GENERAL NOTES • DUE TO VARIATION5 IN CITY REQUIREMENT5, 5U5DIVI510N 5PECIFICATION5, CON5TRUCTION TECHNIQUES, DIVER51TY IN MATERIAL5, AND PLAN REV1510N5, ALL DIMEN51ON5 AND ELEvATION5 MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD CONDITION5 MAY VARY AND MU5T BE VERIFIED BEFORE PROCEEDING WITH CON5TRUCTION. • ELECTRICAL LOCATION5 5HOWN ON DRAWING5 MAY BE CHANGED AT THE 50LE D15GRETION OF CALATLANTIC HOME5 OR IT5 LICEN5ED ELECTRICIAN IN ORDER TO COMPLY W/ NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODE5, CALATLANTIC HOME5 WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLET5 AND / OR 5WITCHE5 5HOWN. • ALL PLUMBING DIMEN51ON5 ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR 5LAB EDGE. IT 15 THE RE5PON51BILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF ALL PLUMBING DIMEN51ON5. NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN TH15 5ET OF DRAWING5 REFERENCING LUMBER 51ZE5 OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" CHIMNE'' HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE IN5T4LLED THE CHIMNEY MU5T EXTEND 3'-0" PA5T THE HIGHER POINT WHERE IT EXTEND5 THROUGH THE ROOF AND MU5T BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLO5ER. TUE3 AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR CI118 AND IN5TALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION5 5NALL BE U5ED A5 BACKERS FOR WALL TILE IN TUB AND 5HOWER AREA5, AND WALL PANEL5 IN SHOWER AREA5. FLOOD ZONE REQUIREMENTS: PLAN MEET5 OR EXCEED5 FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 813. 925 .1300 TEL 813 . 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DIIWER �--�-a FST. 1994 �� 0 zC) N O : O > to M o 0 � a Q aL M Q V c � z�'F- wWo J � �o 0z �° �o z d z� r F. Lu 0Qgo J o w Z Q �ao a c cu- UU Lu c- W �Wo o� Q zz }o �w z z g 0 �� o U oQ z p� w L i � z Q�W z 0 z Lu z o� w z I— (D 57 0 z Q ui m z ° g W m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. ino SHEET NO. DT1 4f- DAVIS Y K(-) 31/2" 5LOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL SCALE: N.T.S. FIN15H FLOOR OVER SHEATHING OVER WOOD FLOOR 5Y5TEM PER PLAN- -WALL PER PLAN P.T. 2 "x4" CURB -TILE PER 5PEG 5LOPE MUD TOWARD DRAIN LIGHT FIXTURE PER 5PEG'5 16 6 ,, SHOWER HEAD PER SPEC - - - TEMPERED GLA55 W1 r MIRROR ADHERED TO WALL W/ -DA6 PER F IMEETLA5TM ,ol1 OPTIONAL L15TELLO TO BE HARDWARE PER 5PEC'5 AND TO - n, '� 5TANDARD5 CENTERED ON NICHE ONLY 31/2" DEEP NICHE DETAIL VALVE PER SPEC, NEE WALL PER PLAN 4" BACK SPASH PER SPEG'S AT REAR OF NICHE BUT FOR OWNER 5ATH5 NOT ON 51DE RETURNS SHOWER FLOOR , z - CURB PER PLAN -� BATHROOM VANITY PER 5PEG "` } FLOORING PER PLAN PER SPEC'S n, FLOORING PER PLAN IFSH®IUERVALVE 151N TYP. VALVE AND TYP. SHOWER TYP. MIRROR AND BLOCK UJALL, THE NICHE WILL BE IN WALL I SHWR. HEAD DETAIL ENCLOSURE DETAIL LIGHTING @ VANITY SCALE: I/2" = I'-0" SCALE: I/2" = I'-0" 5GALE: I/2" = 14' i co '�- INSTALL 2x6 BLOCKING AT 19" A.F.F. 5TWN 5TUD5 AT ALL TUB/5HWR. WALL5 - TYP. ALL TU5/5HWR5. NICHE AT BATH FINISH FLOOR OVER REINF CONC 5LAB PER PLAN — WALL PER PLAN P.T. 2 "x4" CURB TILE PER 5PEG 5LOPE MUD TOWARD DRAIN : SCALE: N.T.S. FLOOR DRAIN FLOOR DRAIN WATER PROOFING MEMBRANE WATER PROOFING MEMBRANE SHOWER CURB DETAIL RECESSED SHOWER @ WOOD FRAMED FL SYS. DETAIL @ CONC SLAB SCALE: 3/4" - 1'-0" 5GALE: 3/4" = I'-0" = 5EE DET� SHEET DT3 FLOOR CUR55 -- -- - -- - -- --ER SCALE: N.T.5. FINISH FLOOR OVER REINF GONG 5LA5 PER PLAN — WALL PER PLAN TILE PER 5PEG SLOPE MUD 6 A TOWARD DRAIN MI ,u FLOOR DRAIN WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL @ CONC SLAB 5GALE: 3/4" -- 1'-0" (FULL 1/2 = all RADIU5 12" RADIU5 D. ARCH z z z 4 U U U e 1 1 a a Q 1 1 3'-611 AND 3'-111 TO 11-011 1'-1" AND LARGER 5MALLER VERIFY UJ/ PLAN VERIFY lU/ PLAN VERIFY W/ PLAN UPPER FLOOR NOTE: WHEN AN 5" AND 12" RADIU5 HEADER ENGAGE INTO THE 5AME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2'-011), THEY NEED TO ALL HAVE THE LARGER RADIU5, FULL 1/2 v RADIU5 Ei z 12" RADIUS z _ RND. ARCH z z e 1 1 1 1 6 1 r i<1a °Tj 3'-6" AND 3'-1" TO 1'-0" 1'-1" AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W1 PLAN VERIFY W/ PLAN MAIN FLOOR TYPICAL INTERIOR ARCHES SCALE: 1/4" = 14' 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL R415ED TEXTURED FIN15H BANDING AND 5AND FINI5HED KEY6TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PEGIFIC KEYNOTE CALL -OUT 3/411 THICK RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL 5GALE: 3" _ 1'-0" 5EE 5HEET DT6 FOR 5TUGGO NOTE5. NOTE: FRAME IN UNDER 51DE OF OPNG, W/ 2x ON IT 51DE RIDGE _1 R.O. TILE 4' OFF RIDGE VENT HOLE 51ZE: 12"x46" RIDGE R\_o 71 -1 5HINGLE 110-D OFF RIDGE VENT HOLE 5IZE: 10"x21" ROOF VENT DETAIL SCALE: NT5 TOWEL BAR T.P. HOLDER TYP. BATHROOM ACC. DETAIL ��-6" MIN. WIDE AGRO55 FRONTFACE APPLY ACRO55 IN51DE FACE OF BLOCK OPENING 1'-0" MIN. -ABOVE 51LL . 1'-0" MIN. -BELOW SILL ELASTOMERIC PAINTED SILL DETAIL - MASONRY APPLICATION ONLY ROOFING MATERIAL 5GALE: NT5 FIBERGLA55 SHINGLE: - 5YNTHETIG ROOF UNDERLAYMENT IN5TALLED PER MANUFACTURE 5PEC5 - 1/V' APA RATED 5HEATING A5PHALT 5HINGLE6 (IF APPLICABLE) - I. WIND RE515TANCE OF A5PHALT 5NIN6LE5: - A5PHALT 6HIN6LE5 5HALL BE IN5TALLED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - SECTION R905.2.6 AND R905.21o.1. 2. A5PHALT 5NINGLE5 5HALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNIT5 VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II OR A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C, RE5IDENTIAL 6th EDITION (2011) - SECTION R905.11 - FOR ROOF 5LOPE5 OF FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12) OR GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II OR A5TM D 4569, TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. 3. FA5TENER5 FOR A5PHALT 5NINGLE5 5HALL BE GALVANIZED STEEL, 5TAINLE55 5TEEL, ALUMINUM OR COPPER ROOFING NAIL5, MINIMUM 12 GAUGE. 12 r PRE ENGINEERED WOOD TRU55 INSULATION PER COMMUNITY 5PEC5 AND ENERGY GALGS HURRICANE ANCHOR AT EACH TRU55 5EE TRU55 LAYOUT ROOFING MATERIAL (5EE NOTE5 ABOVE) ELEVATION VARIE5 A TOP OF MA50NRY METAL DRIP EDGE 2x FA5GIA BOARD WRAPPED IN ALUM 5EE ELEVATION FOR CLARIFICATION VINYL 5OFFIT VARIES 5EE ROOF PLAN SOFFIT AND FASCIA D ETAI L N.T.5, y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- EST.1994 I 0 zo 0 au r, Ljo � �rMo ry Lr) �� V) L LL Q V �00 z �� w uj z o J c:) l0 J M 0, Go uo z� Z� aQ w ¢ � n U0 �zu0 8 0 cX Z Z �OJW a�o O l L i� N mzo W Q oN Z 8 r GZW z Z a z 0 o Q_j U p� OJ w z Q Q�W z z U Z z O J w z O I— CD z O Gw ¢ 0 0 g W _ w 9.0 M SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT2 M GENERAL 5RIXFON NOTE5 (WHERE APPLICAELE) 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/ 112" DIA. X 5" SIMPSON TITEN HD ANCHORS -a 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 SCREWS o 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. AND F.B.G. CRITERIA, OR BY OTHERS. BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. VORTEX ENGINEERING, LLC. 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/5TONE 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. BRICK/STONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, AND ALL OTHER BRICK/STONE 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 NO` E5 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 M01RTAT 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 96 1/2 (from recess) 9080 POCKET 143 X 96 1/2 - finish 107 X 96 1/2 N/A 12080 POCKET (STD.) 194 X 97 1/2 - finish 144 X 97 j N/A 12080 POCKET (UPGRADED) 194 X 99 - finish 144 X 99 N/A RO HEIGHT IN BLOCK TO BE FROM RECESS WINDOW SCHEDULE Size "R.O. CMU (Flange)" "R.O. (Fin)" Type 13 20 1/8 X 38 3/8 18 5/8 X 37 7/8 S.H. 15 20 1/8 X 63 18 5/8 X 62 1/2 S.H. 22 38 X 26 N/A S.H. 23 38 X 38 3/8 36 1/2 X 37 7/8 S.H. 24 38 X 513/8 36 1/2 X 50 1/8 S.H. 25 38 X 63 36 1/2 X 62 1/2 S.H. 26 38 X 72 36 1/2 X 71 1/2 S.H. 34 54 1/8 X 63 52 5/8 X 50 1/8 S.H. 35 RH 54 X 70 N/A S.H. 35 54 1/8 X 63 52 5/8 X 62 1/2 S.H. 36 54 1/8 X 72 52 5/8 X 71 1/2 S.H. 1414 17X16 16X16 P.W. 1420 17 X 24 16 X 24 P.W. 1626 N/A 18 X 30 P.W. 1630 N/A 18 X 36 S.H. 1650 N/A 18 X 60 S.H. 2014 25 x 16 24 X 16 P.W. 2020 25 x 24 24 X 24 P.W. 2026 25 1/5 x 30 1/2 24 X 30 P.W. 2030 N/A 24 X 36 S.H. 2030 25 X 36 24 X 36 P.W. 2040 N/A 24 X 48 S.H. 2044 N/A 24 X 52 P.W. 2050 N/A 24 X 60 S.H. 2424 29 X 28 28 X 28 P.W. 2436 N/A 28 X 42 S.H. 2440 N/A 28 X 48 S.H. 2640 N/A 30 X 48 S.H. 2650 N/A 30 X 60 S.H. 3014 37 1/2 X 16 1/2 36 X 16 P.W. 3020 37 3/4 X 24 1/2 36 1/4 X 24 P.W. 3030 N/A 36 X 36 S.H. 3030 37 X 36 36 X 36 P.W. 3040 N/A 36 X 48 S.H. 3046 N/A 36 X 52 5/8 S.H. 3050 N/A 36 X 60 S.H. 3650 N/A 42 X 60 S.H. 4010 49 X 12 48 X 12 P.W. 4014 49 X 16 48 X 16 P.W. 4020 N/A 48 X 24 P.W. 4030 N/A 48 X 36 S.H. 4040 N/A 48 X 48 S.H. 4050 N/A 48 X 60 S.H. 4060 49 X 72 48 X 72 S.H. 4650 55 X 60 54 X 60 S.H. 5040 N/A 60 X 48 H.R. 6050 73 1/2 X 60 3/4 72 X 60 1/4 P.W. 6060 73 1/2 X 72 1/2 72 X 72 P.W. 2 (26) 75 X 72 1/8 N/A S.H. 25 W/ Circle Top 38 X 85 36 1/2 X 84 1/2 S.H. 26 w/ Circle Top 38 X 94 36 1/2 X 93 1/2 S.H. 35 w/ Circle Top 54 1/8 X 93 52 5/8 X 92 1/2 S.H. 4650 P.W. 55 X 60 54 X 60 P.W. H24 27 1/2 X 50 5/8 N/A S.H. H32 27 1/2 X 26 N/A S.H. H33 27 1/2 X 38 3/8 26 X 37 7/8 S.H. H34 27 1/2 X 50 5/8 26 X 50 1/8 S.H. H34 w/ Circle Top 27 1/2 X 67 3/8 25 3/4 X 63 S.H. H35 27 1/2 X 63 26 X 62 1/2 S.H. H36 27 1/2 X 72 26 X 71 1/2 S.H. R". nw m� 1 CONTROL JOINT DETAIL SCALE: N.T.S. 2x4 FRAF WALL 1/2" DRY PLAN VIEW PAPER BACKED METAL LATH 3 COAT STUCCO FINISH (CEMENT PLASTER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATIONS SHALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 STUCCO CONTROL JOINT DETAIL OVER 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 STUCCO TERMINATION ON C.M.U. AT FOUNDATION 6 SCALE: N.T.S. STUCCO `-FRAME GONSTRucTlou 7 LATH IS REQUIRED TO BE DISCONTINUOUS BEHIND THIS JOINT FRAME GONSTRUCTION MASONRY CONSTRUCTION CEMENT PLASTER (STUCCO) SHEATHING BOARD SELF - FURRING LATH WATER RESISTANT BARRIER (2 LAYERS) LAP OVER WEEP SCREED AND BELOW END OF SHEATHING BOARD 6" SELF ADHESIVE MEMBRANE TAPE TERMINATE THE SELF -FURRING LATH 1/8" -1/4" ABOVE THE GROUND OF THE M.W.W.S, 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, 50. (13.4 M 50.) IN AREA AND NOT MORE THAN AREAS OF 100 FT. SQ. (9.30 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2/ TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.S. WATER RESISTANT BARRIER (CONTINUOUS BEHIND CONTROL JOINT) SELF -FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB, TENSILE STRENGTH ZIP TIE 1/8" NOMINAL CEMENT PLASTER OVER FRAME CONSTRUCTION (STUCCO) -SHEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME SCALE: N.T.S. �� SCALE: N.T.S. SHEATHING TWO LAYERS WRB 6" STRIP OF SAF DISCONTINUOUS LATH BEHIND G.J. PER ASTM CI063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB, TENSILE STRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DETAIL SCALE: N.T.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" (3M SAP BETWEEN SHEETS OF PLYWOOD AND OSB AT VERTICAL AND -10RIZONTAL JOINTS. WATER RESISTANT BARRIER - 2 LAYERS (SEE NOTES ABOVE FOR LAYERING OPTIONS) SELF -FURRING LATH LATH NAILED / STAPLED TO FRAMING MEMBERS MAX. SPACING 6" O.C. CEMENT PLASTER BASE COAT (SCRATCH 4 BROWN) (STUCCO) FINISH COAT TEXTURE COAT DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLCISMAR, FLORIDA 346T7 $13. 925.1300 TEL 813.925.1$00 FAX WWW.DAV4SBEWS.COM TAMPA • DENVER. -�--� EST. 1994 O Z O N O+�_-+O co (Z C<L % M Ln � N O L^ Q LL U Q00 Z § E Z � w w0 J O �O d' J a oZ �o �5 W� za z� <a w ¢ � 0 ' ^ Uz�O v) E U —j 0 �..� 0 w Z �a0Ln a�u-a OCD U W ALL... N w oWo L0 ID ZZ r� �W H z Z g� � 0 �� 1--I o U a< �,,/� Z LL J U J Lu Q z Q � LiJ Z Z U z zO J O w z I— CD O '—' z Q Luu m z w � -117 a. w 00 SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 1.0 SHEET NO. DT3 d COLUMN CON5TRUC' STUCCO (CEMENT PLASTER) 2 LAYER5 WRB --� WEEP 5CREED CONCRETE 5TOOP . o 1 COLUMN AT CONCRETE SLAB SCALE: N.T.S. BARRIER FLA5NING NAILING FI NO 5EALA MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A I/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK THIS GAP. WATER DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT. SILL 6 FIN WINDOW HEAD DETAIL SCALE: N.T.5. CORNER BEAD FASTENED WITH NAIL5, 5CREW5, OR 5TAPLE5 AT 5TUCCc OUTSIDE CORNER INSIDE CORNER NOTE: 2 STUCCO DETAIL AT CORNERS SCALE: N.T.5. BEAD OF 51LICON CAULK UNDER WINDOW FLANGE 5EALANT BITUMINOU5 MEMBRANE OR FELT STUCCO BAND EXTERIOR FIN15H DETAIL 7 FIN WINDOWS EXT. CASINGS SCALE: N.T.5. HEADER DETAIL BACK CAULK 51LL DAM AND 12" UP WALL EACH SIDE STOP FLASHING HERE INTERIOR PEEL-AND-5TICK MEMBRANE 2 LAYERS W.R.B. SHEATHING NOTES: APPLY A NARROW DAM 5TRIP TO THE ROUGH 51LL BEFORE FLASHING WITH 5HEATHING WRAP OR A FLEXIBLE FLA5NING MEMBRANE 3 SILL FLASHING DETAILS SCALE: N15. EXTERIOR FIN15H 5TUCCO BAND BITUMINOU5 MEMBRANE OR FELT STEP 1 IN5TALL THE VENT ACCORDING TO THE MANUFACTURER'5 RECOMMENDATION5. TRIM THE HOU5E WRAP A CLOSE A5 POSSIBLE AROUND THE PERIMETER OF THE VENT. 5ELF ADHE51VE MEMBRANE FLA5NING AT DOOR5 BACK CAULK 51LL AND 12" UP WALL EACH SIDE WOOD FRAME 4 FLASHING DOOR THRESHOLD SCALE: N15. STEP 2 FLASH THE VENT U51NG THE SAME METHOD A5 WINDOW5. 5TARTING AT THE BOTTOM FLANGE: CUT THE FLASHING 50 THAT IT EXTENDS PA5T THE FLANGE5 BY I" ON BOTH 51DE5, NOW APPLY THE FLA5NING TO THE 51DE5 OF THE VENT. REMEMBER TO EXTEND THE FLA5NING I" ON BOTH TOP AND BOTTOM. MAKE SURE TO 5MOOTH OUT WRINKLE5 AND AIR BUBBLE5. THE U5E OF A J-ROLLER 15 OPTIONAL. PREFAB METAL EXTERIOR DOOR THRE5HOLD DOOR FORMED "SEAT" IN CONCRETE SLAB ACT5 A5 PAN FLA514ING — - -mll Z5LA5 ON GRADE USE ° °� PLASTIC 5HIM5 CONCRETE SLAB UNDER DooR 5 FLASHING DOOR THRESHOLD SCALE: N.T.5. NOTE: THI5 TYPE OF IN5TALLATION 15 SUITABLE FOR 5EVERAL DIFFERENT PENETRATION5. ALWAY5 USE THE 5HINGLING METHOD AND EN5URE A TIGHT 5EAL AROUND THE FLANGE/PENETRATION. FRAME WALL FLASHING PENETRATIONS SCALE: N.T.5. STEP 3 THE FINAL STEP 15 TO IN5TALL THE FLA5NING ACROSS THE TOP. EXTEND THE FLA5NING OUT AT LEAST I" ON BOTH 51DE5. BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.92,5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER � EST. 1994 � O Z O N 0 �-' O > (n M O O fn z C) -�-r LL c� QU Q00 z�� w WO J O �O d' 0z �V) �s w� zap z� <a W< '^ �z'u0 -U J I--� = o W z " o J i �aO�n a�aCo U w N W mow° Q z z }O w 0 o QQ U o� (Y o I.0 �UJ Q Q � W z O 0 Z J z O w z F— O '—' z a Lu z _� o a_ w �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT4 DAVIS FLASHING REQUIREMENTS R609.1 General. This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance with the fenestration manufacturer's written instructions. Window and door openings shall be flashed in accordance with Section R703.4. Written installation instructions shall be provided by the fenestration manufacturer for each window or door. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive barrier is not required for detached accessory buildings. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEW1 SHEATHING OVER WI INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHIf OVER NAILING FLA AT JAM BS EXTEND FLASHING BELOW SILL FLEXI. FLASHING & MIN 2 THE HEAD PORARILY )-UP & SE( ISEWRAP (I K FLAP UN i EAD LD HOUSE AT JAMBS OPE SILL R 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2. 1.2.In accordance with the flashing design or method of a registered design professional. 3. 1.3.In accordance with other approved methods. 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4.Continuously above all projecting wood trim. 5. 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. T 7.At built-in gutters. INSTALL 4" SELF-ADHER FLASHING 0' WINDOW FII EXTEND SELI FLASHING V JAMB FLASH: TYPICAL WINDOW FLASHING INSTALLATION DETAILS 4LIGN FLASHIN( NI INT. EDGE 0 SILL R.O. MECHANICALLY =ASTEN FANNEC EDGES. (CAP NA STAPLES) PER M INSTRUCTIONS INSTALL 6" WID SELF -ADHERING =LASHING AT SI EXTEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT 4. CONTINUOUS I BACK OF WIND E IN LINE W/ TOLES OR SLOT INSTALL WINE PLUMB, LEVEL SQUARE PER P WRITTEN INS NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM E 2112 METHOD A-1 EXCEPT SELF -ADHERING FLASHINGS ARE USED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURER'S WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 6" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) •- SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDShiAR, FLURIDA 39677 813.925.130o TEL 813 . 925.1800 FAX W W W.DAVLSBEWS.COM TAMI'A • DENVER w-� EST. 1994 � O 00 '—' O 9.0 cn M O un n3 L^ N O Ln i LL SZ ZqC U Q CO Z � � W w0 J O d' J 110 0, �U) �s �� za z� <¢ r F. w ¢ °a a 0 JLU I�l -0zz J Ow�o W C0z0 oU) Q zz O �z w z z a 0Lo o U aJ Q Z J LJJ L LL f� z � LLI z z U z Z O 0 H E LU z Z O Z Q LULL.I 0 Z > = F--i LU O g LU � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. i M 0 SHEET NO. DT5ml DOOR HEADER (RE: STRUCTURAL (RE: STRUCTURAL SHEATHING ATTA STUDS INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING — MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP AT 450 ANGLE STEP 2 FOLD HOUS AND AROU� AND HEAD MECHANICP FASTEN FAP EDGES. (CA STAPLES) PI INSTRUCTY INSTALL 6" SELF-ADHEI FLASHING F 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 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 � 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 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. NTS NTS Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAP, FLOMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 O o N 0 O a-' Z p M 0 u Ln N LLn i LL Q F- zQ U 0,. ru 00 z§� w Wo J O d' 0z =o �Q z� z� <¢ Wa-� Ea�o J 0:0 ~� U) Li J �aO�n a�u-o N w z W Q 8Lu O V) z0 Q U z Z LLj 0 O Q Q O w U- z a Q No w Z z Lu U z zO Lu z OU �- 57 Z O '-' Q ui 0 z > w _ g W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DT5 0 2 _ _ __ 1 _ _ ,._I .. _ _ u u LL'LLI=bt W.. _...- a... Ilc .. .y � El6. � W .I .. _ _ .... L 1 I I .. I I UI I d � .. '.I. IM 16W YII�'.Y, 1u11111. RI®I _-. �_. Y W � d ..1. 1 WI YI•Y1�N•Mf•M�Y�•IY+•NsWYYtYYIWLLL � _ 1 I 8.:.. / .6 ! IIY Y FI Y III, :: .. I.I I :, x III .: ' : .R I YYIII• ILLNIYF •Y#. F YIM 1 / � .F Wkk� W'LRLL .J! hILLilL,:L.I l r L I I�ILII�YII IIllIL1NfiL ILI 91l NII , Y -1 __..___ ___. 11 :. L III : ! I LIYI 4..W,IY III Y IYI I I ! J II 11 - � d i » 11 . __.11 .1111! 1 - t, rgl�YnL fb ll INNS DIM #HNYNI YLFNW. Y1Lr1•� WIWY114U•YPL+YW+Y•WN41411�IY��IYI�ar1Y 1 .3lYdli� �LIEL _... �..._.4..1�:o,t1h1YLCY{1�Wi151�1111idLil'il, �.�.�1.._� .� 1 6' ldY�__ �....1.... ,1.. Wi ,I L ��.Jl k�.11,9VL..1t1�1J.11Ye.L1iI1�IfIt�IWLYlIJ11:�i11�1�Y�1�11' LLLllklllllllfrdq Ik s SHEATHING WRAP AND FLASHING: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103,1.3 WATER-RE515TIVE 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 GPO05ING NO. 15 FELT, LOOK FOR MATERIAL RATED A5TM D4E69 OR A5TM D226 STANDARD, WHICH ENSURES A WEIGHT OF AT LEAST 11.5 LBS, PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE PRIMARY DIFFERENCE IN HOU5EWRAP5 15 WHETHER OR NOT THEY ARE PERFORATED: I,) PERFORATED PRODUCTS ARE MADE FROM A VAPOR -TIGHT PLASTIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO "BREATHE" (ALLOW VAPOR TO PA55 THROUGH), UNFORTUNATELY, THESE HOLE5 AL50 ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE 511DING IS PRE55ED TIGHT AGAINST IT, THE HOU5EWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY. 2.) NON -PERFORATED HOU5EWRAP5 ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA55 BETWEEN THE FIBERS. THESE GENERALLY PERFORM MUCH BETTER THEN PERFORATED PRODUCTS AT IRE515TING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK. LEACHING: NOU5EWRAP5 ARE SUSCEPTIBLE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD 51DING MATERIALS, PARTICULARLY CEDAR AND REDWOOD, TH15 CAN BE PREVENTED IN TWO WAYS: 1.) INSTALL 51DING ON BATTENS TO CREATE AN AIR GAP, WHICH REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND SIDING. 2.) BACK -PRIME ALL WOOD 51DING MATERIALS, TH15 REDUCES LEACHING AND BLOCKS M015TURE FROM MOVING THROUGH THE 51DING AND BLISTERING THE FINISH. INSTALLING SHEATHING WRAP: THE PRIMARY PURPOSE OF HOUSE WRAP 15 TO STOP WATER AIR -SEALING AND VAPOR CONTROL ARE SECONDARY. 1,) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF SIDING 15 USED. 2.) THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK OF SMALL PIECES. REVIEW FLASHING DETAILS, AS 50ME FLA5HING5 (SUCH AS TP05E AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH SHEATHING WRAP. 3.) LAP UNDER COURSES OF AOU5EWRAL OVER LOWER COURSES 4 INCH AND LAP VERTICAL 5EAM512 INCHES. CODE REQUIRES A HORIZONTAL LAP OF 6 INCHES. 4.) DO NOT X-GUT 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 J015T, REMEMBER, TPI5 COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT. (o.) ALWAYS WRAP GABLE ENDS. TH15 PART OF A HOUSE SEES A LOT OF EXPOSURE TO WIND -DRIVEN WATER 1) App 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, E.) CONTROL 5PLA5A5AGK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING 51DING AT LEAST E INCHES ABOVE GRADE, AT DECKS AND STOOPS WHERE 5LLA5H5AGK 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, ANp CANTILEVERED BEAMS) MUST LAP UNDER THE 5NEATAING WRAP ABOVE IT, DO NOT RELY ON TAPE TO SEAL THE FLASHING. TAPING HOUSE WRAP MANUFACTURES OF PLASTIC HOU5EWRAP RECOMMENDED TAPING ALL 5EAM5 TO BLOCK AIR LEAKAGE THROUGH WALLS. TAPE SHOULD BE TYPE RECOMMENDED BY "51NGLE SOURCE" SYSTEM. 50ME TAPE IS USEFUL FOR STOPPING WATER LEAKS BY REPAIRING RIPS (PARTICULARLY TEARS AROUND STAPLES) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE SIDING 15 IN PLACE. DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE 5TICKINE55 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOUSEWRAP AND FLA5HING5 UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5CREED5 AND CONTROL JOINTS CONTINUED: FINISH -GOAT THICKNE55: APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: ALL STUCCO 5Y5TEM5 APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FIN15H COAT 15 ONLY ABOUT I/E 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 50 DEGREES, PREPARE USUALLY FLASHED USING A PRE ASSEMBLED METAL PAN FRAMING AND A BLOCK WALL. ENSURE UNIFORM DRYING. THE SURFACE U51NG THE FOLLOWING 5TRATEGIE5: 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 5TIFF-BRI6TLE BRUSH, THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR SLATE OR HORIZONTALLY TO BREAK UP WALL AREAS INTO AND DUST THE INSIDE OF THE JOINT, OR BLOW IT OUT WITH AND TILE ROOFS A MALLEABLE LEAD JACKET WILL LAST ALL STUCCO 5Y5TEM5 REQUIRE SHEATHING WRAP - THE SMALLER SECTIONS (LESS THAN 1E FEET). MIX PROPORTION5: COMPRESSED AIR LONGER, PREFERRED WAY 15 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: INCON515TENT MIXING WILL RESULT IN OBVIOUS ACETONE OR METHYL ETHYL KETONE, THESE SOLVENTS FLEXIBLE FLASHING MATERIALS: COULD BE USED AS THE SECOND LAYER. OUTSIDE CORNERS ARE BEST DETAILED WITH CORNER DIFFERENCES IN COLOR, TEXTURE, AND STRENGTH WHICH EVAPORATE WATER AND DISSOLVE GREASY 5U85TANCE6 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 SUBSTITUTE FOR WELL -DETAILED SHEATHING WRAP, TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS TOOL EVERY CAULK JOINT. THE 5E5T TOOL 15 A STEEL TAPE-5HOULD BE USED TO FLASH ALL OF THE FOLLOWING: LAP LOWER GOUR5E5 OF SHEATHING WRAP UNDER UPPER INSIDE CORNERS SHOULD BE FLASHED WITH TWO LAYERS CON515TENT. SPATULA THAT IS 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 MIX A MECHANICAL MIXER FOR MINUTES AFTER THE THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE CORNERS OF WALL SHEATHING: STUCCO SHELVES AND FLASH ALL OPENINGS, FOLLOWING THE FLASHING CA51NG BEAD SHOULD BE APPLIED VERTICALLY TO ADDITION OF THE LAST INGREDIENTS. WITHOUT SQUEEZE -OUT ON THE SIDES, PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL GUIDELINES PER THE 6th EDITION (2011) FLORIDA CREATE AN EXPANSION JOINT. WHILE THE FLASHING . CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA SUBJECT TO 5PLA5145ACK, BUILDING CODE-RE5IDENTIAL. SERVES AS THE M05T IMPORTANT WATER SEALING SMALLER THAN THE SIZE OF THE JOINT, PROTECTION, THE JOINT BETWEEN THE TWO CA51NG BEADS CURING AND TIME BETWEEN STUCCO GOATS: IN COLD WEATHER, KEEP THE CAULK WARM, AL50 IT MAY FLEXIBLE FLA5HING5 COME IN SEVERAL VARIETIES, INCLUDING SHOULD HAVE BACKER ROD AND CAULKED WITH BE NECE55ARY TO HEAT THE 5URFAGE WITH A HEAT GUN. "PEEL -AND STICK" PRODUCTS, AS WELL AS NON-STICK INSTALLATION: HIGH -QUALITY URETHANE SEALANT, AS A FIRST LINE OF PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR TAKE DARE 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 CEMENTITIOU5 MATERIALS. THE M05T ROOFING: FLASHING: RUBBERIZED FLA5HING5: WRB AND LATH TO FLANGE. LATH SHALL BE APPLIED WITH APPLY CA51NG 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 AS THE EAVES MEMBRANES USED TO PREVENT ICE LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS CHIMNEY, OR AT THE TOP OF A WALL WHERE 5TUCCO SUFFICIENT TIME BETWEEN COATS SHALL BE ALLOWED TO TO AVOID EXCESSIVE EXPANSION AND CONTRACTION, DAM LEAKS. TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. LATH MEETS A SOFFIT OR FRIEZE BOARD. USE CONTROL JOINT PERMIT EACH COAT TO CURE OR DEVELOP ENOUGH USE E FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM, WIDE (BUT SOMETIMES AVAILABLE UP TO 36 IN. WIDE), THESE SHALL BE ATTACHED TO FRAMING MEMBERS WITH OR EXPAN5ION JOINT AT MA5ONRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHYSICAL FOR VALLEY FLASHING. AVOID U51NG ALUMINUM, WHICH FLEXIBLE FLA5HING5 CAN BE APPLIED DIRECTLY TO THE ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON CONNECTIONS, DAMAGE WHEN THE NEXT COAT IS APPLIED, EXPANDS AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG AS THE 5URFACE 15 WARM AND CENTERS ALONG SUPPORTS, LAP SECTIONS E INCHES MINIMUM. RELATIVELY CLEAN. I FOUNDATON WEEP SCREED SHALL BE INSTALLED AT THE TEXTURED FINISH OVER MASONRY: (STUCCO FINISH) THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC CONDITIONS AND TYPES OF PLASTER BASE. VALLEY CENTERLINE: THICKNE55 VARIES FROM 25- TO 60-MIL5. THE THINNER THE BOTTOM ALL FRAMED EXTERIOR WALLS, BELOW THE FLOOR LINE. WHERE WALL IS SUPPORTED BY A FLOOR OR TEXTURED FINISH SYSTEMS APPLIED IN ACCORDANCE TEMPERATURE AND RELATIVE HUMIDITY EXTEND OR MATERIAL, THE EASIER IT CAN BE FOLDED AND TUCKED FOUNDATION. GROUND OF WEEP SCREED SHOULD BE MIN. I" FOUNDATION. WITH A5TM FI 9H AND C 1063. REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS, WHEN A STEEP ROOF INTER5ECT5 A SHALLOW ONE, WATER BENEATH SIDING, BUT AL50 THE EA51ER IT WILL TEAR AND OR MAX. 2" BELOW F.F.E.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 TH15 NEED A VALLEY CLIMATE CAUTIONS: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103,12 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING FLASHING WITH A CRIMPED CENTERLINE, THE STEEPER SECTION R103.1.1 LATH MATERIALS DURING COLD WEATHER AND BY REDUCING THE ROOF THE MORE CRITICAL THE CRIMP WILL BE, IN WARM TEMPERATURES, WHEN RUBBERIZED ASPHALT 15 THE RESISTANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE ABSORPTION OF THE BASE BY PRE -WETTING DURING STICKIEST, IT IS NEARLY IMP0551BLE TO REPOSITION IT ONCE I. 51DE LAPS OF METAL PLASTER BA5E5 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 SHALL BE ATTACHED BETWEEN SUPPORTS AT INTERVALS APPLICATION AND PROPERLY CURED. PLASTER SHALL DRY -FIT BEFORE PULLING THE RELEASE PAPER IT 15 AL50 NOT MORE THAN 9 INCHES, O 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 IS STICKY, , PREFABRICATED CONTROL JOINT MEMBERS SHALL BOND BETWEEN COATS AND TO REDUCE RAPID WATER HAVE HEMMED EDGES. NOT ONLY DO THESE SHED WATER 2. EXPANDED METAL LATH SHALL BE LAPPED iz INCHES (12.1 mm) INSTALLED PRIOR TO THE APPLICATION OF PLASTER L055, THE SECOND COAT SHOULD BE APPLIED AS SOON MORE EFFECTIVELY, BUT HOLDING THE SHINGLE AWAY IN NOT TEMPERATURES, RUBBERIZED ASPHALT TENDS TO OOZE, MIN. AT THE SIDES. LAP METAL LATH I INCH (25 mm) AT ENDS, THE CREATION OF A GROOVE OR CUT IN PLASTER SHALL AS THE FIRST COAT 15 SUFFICIENTLY RIGID TO 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 5URFACE TEMPERATURES MAY EXCEED IE0°F), AVOID ENDS OF THE SHEETS OF ALL METAL PLASTER BASES SHALL BE APPLICATION, AND THE LEVELING PROCESS. U51NG WITH METAL FLA5HING5: THE FLA5HING5 WILL COOK AND LACED OR WIRE TIED. RIDGE TREATMENT: THE A5PHAULT 50ON DRIES OUT, STUCCO: (THREE COAT) THE AMOUNT OF WATER AND THE TIMING FOR CURING 3, WHERE METAL PLASTER BASE WITH BACKING IS USED, THE PORTLAND CEMENT PLASTER WILL VARY WITH THE VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED IN GOLD WEATHER, SELF-ADNEREING FLA5HING5 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 TH15 CONNECTION MAY STICK WELL, CHECK THE MANUFACTURER'S MINIMUM APPLICATION AND LATH TO FLANGE, SEPARATE LAYERS OF CEMENT PLASTER MATERIALS: NON USE OF WATER -RETENTIVE ADMIXTURES, BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE, SOME STICK IN TEMPERATURES BELOW 25' F, BUT A TROWEL -APPLIED SCRATCH COAT, WHICH 15 APPLIED CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE M05T REQUIRE SURFACE TEMPERATURES OF 40°F OR GREATER 4. BACKING SHALL BE LAPPED NOT LE55 THAN 2 INCHES (50 mm). OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR SOME 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 GOAT, WHICH TO FRESHLY APPLIED PORTLAND CEMENT-BA5ED 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 0515, 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 FLA5HING5 MAY NOT STICK WELL UNLE55 A PRIMER 15 APPLIED. LOCKED TOGETHER CONTAINS MEASURED AMOUNTS OF STUCCO CEMENT, INCREASED. AT 2 FEET ON CENTER CLEATS ARE BETTER± THEY WILL ON THESE 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 BA5E5 - TO HELP REDUCE THE CRACKING THAT IS CONSIDER THE PHYSICAL CHARACTERISTICS OF THE EXPANDS AND CONTRACTS. POLY Y5. FOIL: RUBBERIZED FLA5HING5 TYPICALLY COME WITH ATTACHMENTS FOR SECURING METAL PLASTER BASES TO COMMON WITH STUCCO, THE BASE MIX CAN BE MODIFIED STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED WHEN 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 ADDITIVE5, WHICH INCREASE CONDITIONS WHEN SELECTING THE METHOD OF CURING. FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY-GOVERED 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)M015T ( CURING 15 ACCOMPLISHED BY APPLYING A FINE METAL VALLEYS SHOULD BE FABRICATED FROM NO LESS MOVEMENT WILL PULL AT THE BONA UNTIL EITHER THE BOND 61ATA SHALL BE APPLIED WITH THE LONG DIMENSION AT RIGHT SCRATCH GOAT: FOG SPRAY OF WATER AS FREQUENTLY A5 REQUIRED, THAN NO. 25-GAUGE CORROSION SHEET METAL. FAILS OR THE MEMBRANE CRACKS. ANGLES TO THE SUPPORTS, UNLE55 OTHERWISE SPECIFIED. GENERALLY TWICE DAILY IN THE MORNING FLASHING ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT ES THE SCRATCH COAT 15 APPLIED DIRECTLY TO A CLEAN AND EVENING. CARE MUST BE EXERCISED TO AVOID LEAST 8 INCHES EITHER SIDE THE CENTERLINE. EXPOSED APPLICATIONS: IN PERMANENTLY EXPOSED I. ENDS OF ADJOINING PLASTER BA5E5 SHALL BE STAGGERED. BLOCK WALL OR, ON WOOD STRUCTURES OVER WRB AND E 05ION AMA TOPORTLANDC M NT A5 R DAMAGE E E B ED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN GALVANIZED METAL LATH. A METAL SCARIFING TOOL IS PLASTER SURFACES. 10 INCHES EACH SIDE OF CENTERLINE, INEXPENSIVE FLEXIBLE FLASHING MATERIAL. THE DRAWBACK WEEP 5GREED5 AND CONTROL JOINTS: USED TO CREATE 115GRATCH" LINES IN THE STILL WET SURFACE. THE FURROWS CREATE A ROUGH SURFACE INTO (2) PLASTIC FILM, WHEN TAPED OR WEIGHTED DOWN SLATE, TILE, AND WOOD SHAKES, A VALLEY MUST EXTEND II INCHES EACH SIDE OF CENTERLINE. WITH EPDM TAPE 15 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 5CREEp AT THE BOTTOM OF THE WALL AND SCRATCHING SHOULD ALWAYS BE HORIZONTAL AND PROVIDE A VAPOR BARRIER To RETAIN THE M015TURE SECTION OF ROOF FLASHING MUST HAVE AN END LAP OF OVER OPENINGS SERVES TWO IMPORTANT PURPOSES - 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 FLA5HING5: PROVIDES A SCREED THAT HELPS ENSURE UNIFORM EXERCISED IN PLACING THE FILM: IF TOO SOON, THE FILM AND AT LEAST 6 INCHES FOR SLATE AND TILE ROOFS. COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER 5GRATGH-COAT THICKNE55: MAY DAMAGE SURFACE TEXTURE: IF TOO LATE, THE DO NOT USE BUTYL FLASHING NEAR ANY A5PHALT-BA5ED THAT LEAKS INTO THE WALL TO ESCAPE. M015TURE MAY HAVE ALREADY ESCAPED, PRODUCTS. THE BUTYL AND THE ASPHALT PRODUCTS THE SCRATCH COAT SHOULD BE APPROXIMATELY 3/E FRONT WALL FLASHING: WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION. FOUNDATION WEEP 5CREEp 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 FLASHING& SECTION R103.12.1 WEEP 5CREED5 WHICH WILL REDUCE THE RATE OF EVAPORATION. IF THE THE VERTICAL WALL. ADJUST THE EXP05URE OF THE LAST BROWN COAT: HUMIDITY 15 VERY LOW, TH15 OPTION ALONE MAY NOT FEW COURSES, IF NECE55ARY, SO THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA514ING5 ARE SELF -ADHERING. 50ME MUST ACGE55ORY USED TO TERMINATE PORTLAND CEMENT BASED PROVIDE ADEQUATE PROTECTION. LEAST E INCHES WIDE, BE SECURED WITH 5TAPLE5 OR ROOFING NAILS. WHILE STUCCO AT THE BOTTOM OF EXTERIOR WALLS. TH15 ACCE55ORY 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 MOISTURE FROM THE WALL CAVITY RODDEp WITH STRAIGHT EDGES AND WOODEN FLOATS. WA AN AT AST 4 INCHES OVER 7A AST WALL p LE E ER E L SHINGLE BENEATH SIDING AND TRIM IN CON515TENTLY COLD AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 1/2 IT 15 APPLIED AS 50ON A5 THE SCRATCH COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT COURSE, H TEMPERATURES, OR WHEN THE SURFACE 15 ROUGH AND TEMPERATURES, TEMPS 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 FA OF DIRTYPEEL-A ALTO 5 THAT S THAT CAN DIMINISH THE BOND INSTALLATION OF EXTERIOR LATH AND FRAMING SHALL COMPLY COAT. THI515 USUALLY AT "THUMB PRINT HARD" AND WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL FLACINGS. COVER NONSTICK FLASHING A5 E -STICKLE WITH THE APPLICATION REQUIREMENTS OF A5TM C 1063. CAN BE DONE ON THE SAME DAY. BEST WAY TO DETERMINE PAINT READINESS. PAINT IT TO THE ROOF ONLY. PEON AS TO PROTECT FROM SUNLIGHT. MANUF. HAVE A MAX. PA LEVEL (APPROX.10), DO NOT NAIL THE FLASHING STRIP TO THE WALL. STUCCO CONTROL JOINTS: BROWN GOAT THICKNE55: 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 EXPAN5ION THE BROWN COAT 15 COMPOSED 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/E-INCHE5 IS AND CONTRACTION OF THE PLASTER MEMBRANE, 5AND 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 5LIGHTLY STUCCO SHOULD BE PAINTED ONLY WITH 51DEWALL FLASHING: SIDING TO DRY. LATH AT EITHER A MAXIMUM DISTANCE OF IE LINEAR FEET WEAKER IT SHOULD BE APPLIED 1/4 TO 3/E INGH THICK, ACRYLIC -BASED PAINTS WITH ADEQUATE VAPOR OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO SURFACE, APPLY THE BROWN COAT EVENLY 45 POSSIBLE, AN TRANSMISSION CHARACTER15%;5, AS THESE PREVENT UNEVEN BROWN COAT CAN LEAD TO AN INCON515TENT NEW M015TURE-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 THICKNE55 IN THE FIN15H COAT, CAUSING 50ME AREAS OF CONTROL JOINT BACKER ROD: AGAINST VERTICAL WALLS ARE BEST PROTECTED BY SHOULD BE DESIGNED TO FINISH FLUSH WITH THAT OF THE THE FIN15H COAT TO DRY BEFORE OTHERS. THE RESULTS METAL STEP FLASHING PLACED OVER THE END OF EACH DIFFERENT SIDINGS CALL FOR DIFFERENT DRAINAGE DETAILS. WEEP SCREEDS AND PLA5TER5TOP5. 15 A SPLOTCHY OR "MOTTLED" COLOR COAT AND BACKER ROD SHOULD BE USED TO FILL LARGE GAPS SHINGLE COURSE. TYPICAL DETAILS FOR WELL -DRAINING WALL5 ARE SHOWN FOR LATH STALL BE DISCONTINUED BEHIND THE CONTROL EXCESSIVE HAIRLINE CRACKING. AND CONTROL THE DEPTH . M05T BACKER RODS TODAY GUT STEP FLASHING PIECES TO BE 10 INCHES LONG AND 2 DIFFERENT TYPES OF SIDING: JOINT. ARE MADE OF FOAM AND DOME IN DIAMETERS FROM 1/4 INCHES WIDER THAN THE SHINGLE EXPOSURE E.G.1 BOARD SIDING, STAKE AND SHINGLE SIDING AND VINYL SIDING. FINISHED COAT: INCH TO 2 INCH AND UP. CHOOSE A BACKER ROD THAT 15 JUST A LITTLE LARGER THAN THE JOINT SO IT WILL STAY AY A INCHES FOR ROOF SHINGLES WITH A 5 INCH EXPOSURE, IN EACH CASE, AN AIR SPACE MUST BE CREATED BEHIND THE OVER THE RIM J015T AT THE INTERSECTION BETWEEN AFTER THE CURING PERIOD, A FINISH GOAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE WELTS BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER THE ROOF DECK AND 5 INCHES UP THE WALL SURFACE. SIDING AND AN EXIT PROVIDED FOR THE WATER TO DRAIN OUT, FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED. THE SEALANT. J015T. FLASHING DETAILS: I.) NEVER RELY ON THE 5TICKINE55 OF PEEL -AND -STICK FLA5HING5 FOR SHEATHING: THE BOND IS UNLIKELY TO LA5T OVER THE LIFE -SPAN OF THE HOUSE. 2,) ALWAYS LAP FLASHING UNDER THE SHEATHING WRAP ABOVE. FLASHING WINDOWS: DO NOT X-GUT 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, TH15 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 PILL, THEN WRAP THE 51LL WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE, MAKE SURE THIS MEMBRANE DRAPES OVER THE 5HEATHIN6 WRAP BELOW. ALL SHEATHING WRAP5 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 FLA5NING, AND THE SHEATHING WRAP SHOULD GO ON AFTERWARDS OR BE SLIT SO IT LAPS OVER THE SPLINES. FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING. THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE WINDOW IS INSTALLED. LEAVE A 1/4-IN. GAP BETWEEN THE SIDING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK THIS GAP: OTHERWISE, WATER THAT RUNS BEHIND THE 51DING ABOVE WON'T HAVE A PLACE TO DRAIN, IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, SLIT THE WRAP AND ADD HEAD FLASHING. UNFLANGED WINDOWS WILL NEED A ADDITIONAL METAL Z-FLASHING ABOVE THE HEAD GA51NG OR BRICK MOLD. MAKE SURE TH15 Z-F A5HING LAPS UNDERNEATH THE SHEATHING WRAP, MULLED WINDOWS AND WINDOW WALLS MUST HAVE A CONTINUOUS NEAP FLASHING: THE MANUFACTURER'5 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 5LIP IT UNDERNEATH, LETTING IT DRAPE OVER THE WINDOW TOP, THEN CUT THE FLASHING TO CONFORM TO THE NAILING FIN, RELY ON PROPER LAPPING OF THE FLASHING, NOT ON CAULK, FLASHING DOORS: OVER WOOD FLOORS, DOOR THRESHOLDS SHOULD BE FLASHED WITH A METAL PAN OR Z-FLASHING. 5LA55 SHOULD BE FORMED WITH A "5EAT11 TO HOLD THE THRE5HOLD. FLASHING LEDGERS AND BEAMS: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLA5HING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL STOCK 5LIP5 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 FIXTURE5: INSTALL ELECTRICAL BOXES AND LIGHTING FIXTURES ON HEMMED METAL FLA5HING5 PLATE. DO NOT TAPE THE PLATE OVER THE SHEATHING WRAPi SLIT THE SHEATHING WRAP AND TUCK IT BENEATH. MECHANICAL PENETRATIONS: GAS LINE, CONDUIT, WATER SPIGOTS, AND SMALL PENETRATIONS SHOULD BE FLA5AED 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 5LOPED 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 P0551BLE IN THE SCHEDULE, IT'S BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE 5UBFA5CIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. 0 BEWS DESIGN GROVP 150 STATE STREET EAST o1�sMAR, �roRroA �n 813. 925.130E TEL 813.925.180E FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � 1 0 Z O ON =3 � �(J')MO o ul LL C DC U Q 00 Q E� Z � � w Wo ,J o zt oz o �5 w� zaa z W¢�a oz�o 0 E-azz �oJw OWI-N W 8u° o� Q z z o zW z z a O z W L W z o� z O Q �o z Lu U z o0 LLJ O �Z z ¢ ul0 z > Lu = w r'nO g w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. ino SHEET NO. DT6 DAVIS COUNTERFLA5HING--\\ 5A5E FLASHING EXTENDS 6" MIN, OVER ROOF PANEL TAPE SEALANT METAL ROOF PANEL ROOF FELT CLOSURE STRIP NOWT 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 EASE FLASHING TO THE ROOF PANEL, BUT NOT TO THE COUNTERFLA5HING. i SLOPE ROOF WALL DETAIL SCALE: N.T.S. SEE DETAIL OF TRANSITION AT WALL TO ROOF PLANE ON P05 � o a o ARCH / ENTRY (IF APPLICABLE) o� CM.U. OR o FRAME WALL �5L0PE d a o CRICKET - PROVIDE MIN. SLOPE PER CODE 5 VALLEY CRICKET DETAIL SCALE: N.T.S. UNDERLAYMENT \ O � O O O O VENT PIPE DEAD OF ASPHALT < PLASTIC CEMENT BETWEEN PIPE i <AND FLANGE - SHINGLE CUT TO FIT OVER PIPE AND SET IN ASPHALT PLASTIC CEMENT O � O io \ PREFROMED FLANGEPLACED OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT NOTE: VENT PIPES ARE 5EALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF 5HINGLE6 2 VENT PIPE FLASHING SCALE: N.T.5. SHEATHING ' i / i r WR5 HOUSE WRAP I / I 5"xV DIVERTER FLASHING I W/ 120 KICK -OUT FLASHING, EXTEND 1-112" I i BEYOND ROOF EDGE WR5 HOUSE WRAP 6 KICKOUT FLASHING DETAIL - FRAME SCALE: N.T.5. O \ O 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 ROOFING 56 CONT. FLASHING PEEL AND STICK MEMBRANE BETWEEN HOUSE WRAP LAYERS PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / DECKING FOR HOUSE WRAP, LATH AND STUCCO 5" MIN. 4" MIN. LEAVE GAP 51MILAR TO CUTOUT SIDING ADHERE 5NINGLE5 TRIMMED / TO COVER FLASHING STRIP NAIL FLASHING STRIP OVER CUTOUTS IN COURSE BELOW ASPHALT PLASTIC CEMENT TOP COURSE AT /--LEA5T 8" WIDE FRONT WALL i 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 SCALE: N.T.5. TAR / BULL MASTIC OVER 56 OCANT, FLASHING O5/8" STUCCO O ROOFING C.M.U. f. � O I � 5"6" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE 56 CONT. I.. FLASHING PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / STUCCO 7 KICKOUT FLASHING DETAIL - CMU SCALE: N.T.S. ROOF SHEATHING ROOF TRU55E5 FIRE5TOPPING EXTERIOR BLOCK WALL DRAFTSTOPPING IN ACCORDANCE W/ F.B.C.-R SOFFIT FASCIA 4 DRAFTSTOPPING DETAIL SCALE: N.T.5. 36" - WIDE MEMBRANE EXTRA FASTENER IN VALLEY CENTERLINE - -00 - ENE) OF SHINGLE -_ -_- EXTEND SHINGLE 12" MIN. o O I BEYOND VALLEY CENTERLINE O O x O --- - O NO FASTENERS WITHIN - 6" OF CENTERLINE < O -- O O Z UNDERLAYMENT CLIP CORNER OFF I" AND C O O APPLY SPOT OF 'A5PHALT O O < PLA5TC CEMENTO � O O � 00 SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE \ 8 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: N15. DAVIS BEWS DESIGN GROUP 150 STATE STREET' EAST OLDWAR, FWPMA 34677 813. 925.1300 T F-L 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEXgN"F . � EST. 1994 I 0 Z 0 N n Z> •-) ro M O mac! rosin ..a a cn•Ld- � N 0 Lo CL I� T_q U DD o z w Wo J (=) 1.0 V_ D Oz o �o S W� z¢a w ¢ n L10oQgo J s F--I = o z Z UJ Q �ce mloU u-o a� UU w H N �W° W oV) zz r° az �W z z z 0 ~� OU Q J oa ,� al./ Z W J Z ,--1 Lu `r a Q o W W U z z0 � W z � U' 57 Z O '—' Q Ui Lu O w %.0 m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT7 r:i I I 1 1 III' I I ': ""I I'111■ 1 I I j :1 1 ir - - - -- TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 n n O FRAMED WALL WITH OSB SUBSTRATE OO O \ ATTACH AT TOP ONLY \ \ \ \ STEP 3.2 TO ALLOW SHINGLING MINIMUM OF 6" OF WRB. SELF -ADHERED / n n \ \ \ \ \ \ \ \ \ \ SELF-SEALING FRAMED WALL WITH OSB SUBSTRATE STEP 1 STEP 2 STEP 3 MEMBRANE O I O I O \ \ \ \ STEP 3.1 \ FLASHING) I I I 18" X SELF- SEALING FRAMER CONSTRUCTS FRAMER CONSTRUCTS INBOARD SUB - FASCIA Installed by Housewrap I MEMBRANE ROOF ROOF HELD BACK 1 - INCH FLASHING, (aka: ROOF U O O Target Flashing) RAFTER TAIL I Flashing tape is to be Installed by framer I installed behind the SAM O I target flashing CMU WALL I EXSTEND PAST CMU WALL WOOD / CMU`. i TRANSITION '' \ TAMPA VER 8 \ TAMPA VER 8 \ TAMPA VER 8 \\\ \ ` \ TAMPA VER 8 `` TAMPA VER 8 TAMPA VER 8 �� \ a MID WALL `\\ WEEP SCREED JOIN `\ \CONTROL \ 5 6 - INCH O.0 \ \ �j`� STEP 6.1 & 7 \ \ \ \ STEP 7 \ \ \ \\* `\ STEP 8 ✓ STEP 9 \ \ • \ CONTINUOUS L ` \\ �2 �o \ \ 4-1NCH O.C. \ METAL FLASHING \ \ \ Florida applications: \ \ c� < STUCCO \ \ \ AND KICK -OUT \ \\\ \ Ensure flashing is set ROOF SHINGLES \ ACCESSORIES, \ STEP 4 & 5 \ STEP 6 \ FLASHING TO ` • ` \ i flush to the wall and ; WEEP SCREED & \ METAL ROOF DRIP CAP METAL L FLASHIN \ EXTEND A \` \ \ over the underlayment. 5/8" ° 2 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 v,@®® cut and layer the "target" • • I THE WALL cement over the entire SEALANT ��Fp�°®� °� SSM/SAM 1-1/4" ROOFING Z edge of the horizontal 2c o ��F and tin shingle • • • flange including nail over the stucco RECOMMENDED BUT NAIL 6" O.C. ON penetrations. accesso ry NOT REQUIRED: • I • THE TOP AND 4" • TIN SHINGLE O.C. AT THE ENSURE SSM IS MIN OF 12" X 18", • • BOTTOM OF�THESH •LL'i/ DAY -LIGHTED Installed by Roofer. NG 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 `\ `\\ `� STEP11 OSB SUBSTRATE #6, 7/8"STUCCO \ WRAP \\ REVIEW STEPS 1 - 10 \\ - =� CORNER BEAD STEP 12 STEP 13 #5, WIRE LATH HOUSE -WRAP, � � \ � \PAPER •� ■ • ACCESSORY BACKED STUCCO # 4 2nd LAYER OF WEATHER ` ROOF �\ � ENSURE HOUSE -WRAP WEEP �\ \ UNDERLAYMENT \\ \ : :. DIAMOND ME H 2X SILL PLATE RESISTANT BARRIER (WRB) #3, 1st LAYER OF WRB � \ IS LAPPED ON TOP OF SCRE \ � ROLLED A MIN OF ` � � ; � � SELF -FURRING _ - - 9" SELF - #1 \\ ACCESSORIES ACCESSORIES & \ 3-INCHES UNDER L : ; LATH _ ADHERING \ SHINGLE SELF \ FLASHING \ MEMBRANE MID WALL ADHERING MEMBRANE METAL L i i CONTROL JOIN (First SAMapply 1 SO HOUSE -WRAP IS FLASHING 'y FLASHING FLASHING j LAYERED BELOW THE TARGET FLASHING AT I I APPROVED I approved primer THE BOTTOM. 2„ I SEALANT ; ;; r _ _ _ - - sp adhesive w2 1 I 1 18" X 24" SELF- ; ;; so 1 SEALING a x Terminate SAM / SSM 1 1 MEMBRANE I CMU and above the perforated flange #2, MID WALL 5/8" Q I 1 1 FLASHING 1 ''(M STYLE) 1 QGP 1 (SSM/SAM), Installed :: CONTROL CMU 1 1 ENSURE SSM/SAM op�0� Q. by Framer TIN SHINGLE \ { JOINT A©® Note: No Target Flashing Shown \ IS AFTER HOUSED p ��O �� 1 \ J UNDER HOUSE -WRAP, �; #6, 5/8" STUCCO �� o 01- cF �� WRAP IS FP`'C I Installed by Roofer • • Q INSTALLED 0 CONTROL JOINT .•,• DAY -LIGHTED SSM SAM FLASHING & WEEP SCREED DETAIL SCALE: NOT TO SCALE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT SELF -ADHERED FLASHING FLASHING REQUIREMENTS SELF -ADHERED FLASHING WEATHER TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior RESISITIVE BARRIER WOOD FRAME CONSTR. 0.3 in : 12.0 in (0.6 cm : 30.5 cm) 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 TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND in accordance with Section R703.4. Written installation instructions shall be provided by the s SHEATHING BY 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) 2 � : OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied "'� "` = 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 D WEATHER SELF -ADHERED FLASHING numbered items in the list of instructions below: upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall 2 RESISITIVE BARRIER WIRE LATH be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to SEAL TOPS OF JOIST � , 1. Install self -adhered flashing in order as shown by numbers the top of walls and terminated at penetrations and building appendages in a manner to meet UNDER DECKING (SEE DETAIL WP07) SUBFLOOR 2. Install flashing and weather resistive barrier to form water shedding laps the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper barrier not required for detached accessory buildings. 4. Split the release paper using the ripcord (Split release on demand, embedded in R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST the adhesive layer) - for ease Of installation and to minimize scoring cuts to prevent entry of water into the wall cavity or penetration of water to the building structural framing barrier above header to allow for flashing installation 5. Remove all release paper per standard installation instructions and adhere to components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 substrate using a square piece Of flashing material (6" x 6" Minimum) fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 6. Fold as shown by arrows 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 i WPM 1 SELF -ADHERED FLASHING `n/ P02 SELF -ADHERED FLASHING ,n' P03 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 V �► 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 SHEATHINC---\ RUBBERIZED RUBBERIZED ASPHALT with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with ADHESIVE one or more of the following: ASPHALT ADHESIVE SELF -ADHERED FLASHING SHEATHING 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not i addressed in the fenestration manufacturer's instructions, in accordance with the flashing REFER TO TECHNICA LETTER CHEMICAL ° 3% TO 5% SLOPE TOWARDS manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall COMPATIBILITY SCORED SHOWER SIDE be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in SELF -ADHERED FLASH _ RELEASE PAPER such a manner as to direct water to the surface of the exterior wall finish or to the water resistive SELF -ADHERED FLASHING barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection ° (BEFORE FOLDING, SCO RELEASE PAPER TO E)(Pt� E PATCH at the head and sides. ° ° ADHESIVE AS SHOWN 2. 1.2.In accordance with the flashing design or method of a registered design professional. z s ° ° MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH S" SHOWER 3. 1.3.In accordance with other approved methods. SELF -ADHERED FLASHING SIDE 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHIN 2 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with 2 5 1 1 SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 SELF -ADHERED FLASHING 2 RIPPED AS 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4.Continuously above all wood trim. NEEDED NEEDED2 projecting (D 3" MIN 4 B 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 PLATESS construction. BOTTOM NAILING FLANGE 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. SELF -ADHERED FLASHING � A /P0 V V -i SELF -ADHERED FLASHING � A /P06 V V SELF -ADHERED FLASHING � A /P08 V V O SHOWER CURB DETAIL `n,P i 3 V V 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW HALF ROUND WINDOW INSIDE CORNER OUTSIDE CORNER GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMA[t, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER a EST. 1994 �� I O Z � 0 4) r, 4-' O 1/-I (ry O U U FL M Q � Z fu W WO l0 oZ �5 Lo za z� <Q H LU <Ce W ' ^ OQ"O J < _ a W Z � � J J �ao�n LL Co USm�o W oN Q zz �O EZ z "' z 5� Z 0Ln o o Q F-4 ~ � Z OW LL r) z Q Q�w Z v Z LU U Z z0 W 0_U z O '-' Q LU 0 m ° Z g LU W I'Dm 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 L - NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUALLAZED 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: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1 524 MM) HORIZONTALLY OF THE WATERS 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 (1 524 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 R308A 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: 91 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 530fASCE 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: - - I - DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD15PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.41, 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 6TTMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS f'm=l 500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5A. 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 5301ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (318")', ANDMICHIGAN CONTROL JOINT. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F, COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8--0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4--0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 1 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'O7S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL 'F'/S2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1.1 E=2,000,000 PSI 7.1.2 Fb=2950 PSI 7.1.3 Ft=1850 PSI 7.1.4 Fc--500 PSI (PERP) 7.1.5 Fc--2700 PSI (PARALLEL) 7.1.6 Fv=285 PSI GENERAL NOTES: , PRE-ENGINEERED WOOD PRODUCTS: 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. a 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. 0 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCS1 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. 9 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: 0 ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURP-OS-ES-UN-LY. 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 PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. *0 NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL &TRIM: * ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. 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. Do AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. 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. 00 IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. 00 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) 0.131 X 3-1/2" TOE NAILS OR EQUAL. 0 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. mll�ll . ��11. 0 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"X15"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. 0 AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. 0 BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. 0 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. 0 FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. 0 BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. 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. I\lr)TP- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Klr)T[=- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 Y8". 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.0) 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". f ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. 0 THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. . I F ULTIMATE WIND SPEED (Vult) 1313.13 MPH NOMINAL WIND SPEED (Valt) 10a MPH RISK CATEGORY 11 WIND EXPOSURE - C INT. PRESSURE COEFF. +/- 0.1a ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) I COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) I I ROOF -a 10 Sc�FT 4. 26.1 / -453 P5F I ROOF ,a 10 5QFT + 26,1 / - 10rol P5F e 20 SQFT + 24.2 / -43A PSF s 20 SOFT + 24.2 / -e(BA PSF .9 50 SOFT + 203 / -42.2 F5F a 50 SOFT + 203 / -IB0.6 PSF .9 100 SOFT 4. 10.4 / -41.5 F5F e 100 SOFT + la.4 / -a3l P5F fl] WALL (�D a 10 SQFT + 4E53 / -413.1 PSF WALL (ff) a 10 5QFT + 45.3 / - 6 0.6 PSF f__ (��) 6 205QFT + 42.2 / -4-1.2 PSF (:��) ,w 20 SQFT + 42.2 / -56Z FISF -4 (::�:) -S 50 SQFT + 40.1/ -43.4 PSF (:E:) -3 50 5QFT + 4011 -51.a f1_1,F` T_ a 100 5QFT + 3a.4 / -41B P5F -a 100 5QFT + 36A / -E,0.3 PSF e 500 5QFT , 33.& / -3-11;_ PSF -m 500 SOFT + 33.5/ -31.6 PSF f__ I _j GARAGE DOOR ,5' WIDTH 1+ 40A / -43.1 - P5F GARAGE DOOR 6' WIDTH + 40A / -45.0 PSF n (:�F) 10' WIDTH + 31B.a / -42fo FSF (ED 10' WIDTH + 3c3Z / -44B PSF I 12' WIDTH + 39] / -42.1 FSF 12' WIDTH + 31W / -44.0 PSF Iro'+ WIDTH + 362 / -413 FSF Iro'+ WIDTH + 36.2 / -43.2 FISF C14ART 16 IN "ULTIMATE" PRESSURES. CHART 16 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED - GARAGE DOOR PRE55UREE) A55UME NO END ZONE GARAGE DOOR PRE65URES ASSUME TMAX IN END ZONE -1 COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING 5ND/EDGE ZONE (ALLOWABLE) I I 1 Z ROOF ,m 10 6(:�FT + 15.1 / -21.2 PSF ROOF a 10 SQFT 6 20 SGFT + 14.5 / -26-0 P-11F a 20 SOFT + 14.5 / -51a.b PSF T_ a 50 8QFT + 12.2 / -25-3 P-0,F 6 50 5QFT 4 12�2 / -54A PSF I 0 6 100 SOFT + 11.0 / -24.cJ PSF -m 100 SQFT + 11.0 / -50.2 PSF z � WALL (:��) ,m io saFT + 212 / -213.5 P8F WALL (:ff) a io sar-T + 21.2 / -36.4 PSF L11 (��) -S 20 SQFT + 253 / -203 PSF (:��) 6 20 SQFT I + 25.3 / -34.1 f-SF -A (:E) e r,o saFT + 24.4 / -26.0 P5F (E:) 6 50 SCFT + 24.4 / -31.1 PSF rf) Lu 6 100 SQFT + 23-0/ -24.13 P-AF a 100 SQFT + 230/ -30-2 FSF -4 0 500 SOFT + 203 / -22.(o PSF a 500 SQFT + 203 / -22.9, P5F ��3 GARAGE DOOR 5' WIDTH + 24.2 / -25.13 FSF GARAGE DOOR O' WIDTH 24.2 / -21,0 PSF () (:�j) 10' WIDTH + 23.c3 / -25.6 PSF G) 10' WIDTH .+ + 23.ci / -261 PSF 12' WIDTH + 23B / -253 IPSF 12' WIDTH + 23.5 / -2(o.4 PSF -1 I(o'+ WIDTH + 22.c3 / -24�3 FSF 16'+ WIDTH + 22.13 / -25.ci PSF I CHART 18 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART 15 IN "ALLOWA5LE/NCMINAL" PRESSURES, I CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED IGARAGE GARAGE DOOR PRESSURES A55UME NO END ZONE DOOR PRESSURES A55UME TMAX IN END ZONE I BLOCKING DEFINED F01E0VVNGSF1`AL_1_AP`PLY_U. N.0 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 I 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.C. 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 (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. 0 BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED 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.C. 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.C.) 0 ALL STRINGERS TO BE 2-2X1 2 #2 SYP. :ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: fe @ MASONRY/CONC. WITH "' DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). 00 @ WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) so 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: 00 @ CONC. W/ 1" DIA. X 3" TAPCONS @ 12" O.C. 4 00 @ WOOD ATTACH W/ 0.1 31 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. 2 so 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) 2X1 2 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. 94 IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3'" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 2 X 321" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. 0* LEDGERS TO BE 2X8 WITH: 00* (4) 0.131X321" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. 000 1" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASON RY/CONCRETE ATTACHMENT. 4 00 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 IULLUWTNG SHALL APPLY U.N.U.) 0 IF 1x - 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 6HALL APPLY U.N.O.) 0 VORTEX ENGINEERING, LLC. HAS CHECKED THE I ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THEFOLL WING 6HALL 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 E FOLLOWIN(3 6HALL AIJPLY U.N.0 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. . !10M!�411 // .\\\ \ "' '--.'e x... ,,\ , - " EN * ,��,, \c & � ,� .. �� 4_��,-, \, " �:� . - ., - -:�7 (�Y-,* ..�� -::� 14c.1 .86 3 .. �_ !6 - . I .z - . - := *: 'g� :*= :: : . I? ,�T,J,Tf,ok'�'-? ..-(t z: =: ,;3... z ..41� �_ '::� - � 0% , - .Z� '5z;' ;'(�"<* z - .. t 0 R I 0 �' . - * *' �,�� el \ *- .. G,1�1/11 \, / & � /// �Tj - - - -` N /ft/ ON* 'A"'L, 0 \\\ 111111111\��\ d L,p w z 0 2 � >_ - . W: =�u 0, < < __j �- 0 0 E - F-- O 0 E� � 5 8, � z ,=,: =) �! �0_ R 2 WW Z (D < � . 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SN I I I 1111: ljmfmi�iongAillillis IIII Hill TH I I I (1) 6IMP50N M5TA3(o RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT COFNER 5HEATHING, MAY BE APPLIED OvER 0,131 x 3" COMM, AT 16" o.c. 5IMP50N 5PH4/b/a OR UNLE65 NOTED OTHIERW15E, T, (2) 6IMP60N 5DWG15600 AT A MINIMUM ALL FROM 5TUD TO TOP PLATE UN5PECIFIED FRAME TO L - - - - - - - - - - - - - - - J FRAME CONNECTION5 6HALL CON515T OF (3) 0.13111X3-1/211 END NAIL5 OR TOENAIL5. ATTACH PLIE5 PER "a/55" $A 5IMP50N M5TCM 60 MAY 5IMP50N HTT4 W1 5/0" DIA BE 5U55TITUTED FOR AN A.B. (WHEN 4-5TUD CORNER F "P", A"" "H HTT4 WHERE LOCATION OCCUR5 ON TOP OF GIRDER ALIGN$ WITH A FILLED CELL. OR FRAME, ATTACH W1 (2) > 5IMP50N M5TA3& 5TRAP5.) NOTE: U5E 4-5TUD CORNER 5HOWN FOR 2x4 FRAME. FOR 2x(o OR 26 FRAME, A 3-5TUD CONFIGURATION MAY BE U5ED, 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 F RAM E 2X4 R-1 11R-1 3 KRAFT FACED - EXT FRAME 2X6 R-1 9 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 A/C UNIT F BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN * 11 * SCALE: N.T.S. 101-011 TANK -LESS W/H H C G .4 CORNER OF 000 HOME 51-011 GARAGE SIDE e- 0 STUB -OUT FOR LO 1 0 GAS METER 0 0 - - - - - - - - - - - - - - - - 3: - - - - - - 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 HILLSIBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-61' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 1IT-I (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1 1514" 1 (1) SIMPSON HTS20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING W I UJ 1 M < ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . . i- + + 4-F . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . .. . . . . . . . . . . . . . . i- + + 44 . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + + /++,o 1_0" (TYP.) -,",TYP` 01 6'-0" + 40 + + .1 00 6-0" + + + + + + + + I- + + 4 1- + + 4 + + . . . . L + + 4 1- + + + + 4 + + + + + + + + + + + + + + . . . . . . + + + + ++ + + + + + + + + + + z . . . . . . + + + + 4- + + . . . . + + . . . . . . + + + + + + + + + + + + + 4. J. 4, 4- +- + 3 SECOND GUST EXPOSURE "C" WIND ZONE 0J LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB UU n 11� of InIlr\ INn-Q �w V OU n]111U 01 IMPIM 111MIL0 �W V VA- F-LJUL�O CX 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O,C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE 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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x lumber - Double 2 x lumber I - - -- 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap I , .1 -4 FILL CELL STD. 90' HOOK BOND BEAM F F ........... U) .4 �T 111.....................11 .......... ........... .......... . ...... ....... ..... 1 > STD. 90' CONT. CONT. #5 HOOK BAR BAR V*- -1- .. #5 CONT. ti FROM FOUNDAT TO HIGHE 7PITE BOND BEA BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION 0 TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all post from STUDS above to bearing b low. SECTION INT. BRG. WALL N.T.S. 1/8" min., Small gap 2" in. 2" " Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. t fit 2) Block solid between joists for full length of span. Tigh 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF -THE JOIST ASA REQUIRED LEAVING 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 max. 4 max. N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional w wall or beam below.� k consideration. Check local building -f k1/16" code for appropriate details in One 10d box areas=20 of high 6 or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE STAIR INFO. IF CONC. PLAN FOR MORE INFO. STAIRS FORMED & �A POURED W1 (1) #5 I r EACH STEP z < CD FOR 2-0" TALL STEM W -.1 Cl) PLACE #5 VERTICAL @ 8'- - - a_ . E O.C. MAX. AND FOR 3-0" C/) 2 TALL STEM WALL PLACE #5 F VERTICAL @ 5'-4" O.C. MAX. @ EACH CORNER & COLUMN. SEE PLAN FOR 1=1 11-111-111-1 -I 1, MORE INFO. & COLUMN IlLd I 11-11 1=1 LOCATIONS El I 1- (2) #5 BARS CONT. .0 16" LARGE STEP DOWN SCALE: 3/4"= 1 1-01, 1\,�N J1 Boise Joist Blocking I I.-P.1"(10ril nnih; at 6" n r Web Sfiffener rastener Schedule Joist Bearing Location Series I DeDth I End Intermediate BCI 5000s @ 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 7T,-, - =-8d 5-8d BC16000S BCI 6500s@ 9-1/2" 2-8d 2-8d 11-7/81, 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 111-7/8" 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 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 uou 'oc' Whe 1 134 T] N.T.S. Provide adequate bearing Use 1 OdxY nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls -10d nails require additional consideration. SECTION INT. BRG. WALL N.T.S. KNOCKOUTS) ALLOWED IN BEARING ZONES --I DO NOT cut, notch or drill flanges MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 0 to % 44 A 1Y2" ROUND HOI E MAY J 6" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN ly2.' THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES Y" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2 n 0 6- CANTILEVER 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 PSIF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. ��Install tight to.top flange. A Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top /Web stiffner as required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements j . 7. 0.6 X Joist : /. depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS 2"x TOP PLATE pl� 5/81 THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :-: AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL TEL I 'A 00 FIN HA I I I-T 11-111 I I I El I 1-- I L� Fil =1 I M='Tl -1=,, 1-a V 4L . SLEEVE THRU STEM-/ 4 SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE -REINF. SEE PLAN Z-A/C CHASE 4" PVC, (2) 95 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. IN 3 SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (118) 1 Od NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION JOTE: )PLIFT VALUE 5 BASED ON ).P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION J 4 1 PLUMBING LINE PVC OR SCH40 SLEEVE 4 X11-:71 1 IEI I I - I I El SIZE & R SEE FIND. PLKI I i� 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR CH40 SLEEVE PLUMBING LINE z -J SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE D @ PIP E PENETRATION PLUMBING LINE CENETERE 4 4 SEE FND. PLN. SIZE ...... .. C, E N -Z- 0.8 8 C)4 0.. &; ;z. e XV. A4 z ....ORIDP" N UZ Wo E >- Z,- S 0<�= -J < z 0z 0z -� 0 C) 0 E 00', - - �-� 00,E I � E5 C, �:5 E < Cr >�M� z :L:,; 8 z 0 z< 9 U zw z 0 -Z < 0< 1,11 W K�Wzoz 0 �� 0 oz<'.E T z r- z - - T >-, LD W W (D W wzz,8 U Ce 1. 'A > Cf :3 < nw V) M 11`-� rn 00 r-4 C14 1.0 r-1 t.0 r-4 rn W Ln 00 00 Irlo, 4 Ln , 00 Uj ui Uj z M "I C� Q: 2 < L.0, d LU 2 '000 Ln - MCM La Ln C) LU < Z 1= 0 LU 00 3: LU -i N C) in U- 1 < LU LU z 0= 0 > z > U < LL, UJ U �D . --i i- r-� X < z r, LU vi :5 Oq < UJ r, a. 0 z 0 1.0 > C) C:) n4 0 (U r�, L c) ';! :L z > 0 14 Cl a N M Lr) < CL a) Ln zCL U- I U fo 00 < § E z 1713 z C:) I W C:) -.11 4.0 W 0 UJ 0 D SCALE AS NOTED DATE 03-11-2019 SHEET NO. SN 1 L- - - - - - - - - - - - - - - IFOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Typ.) VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN lx2 P.T. HORIZONIAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 FOR ROOF PITCH 4:12 01 (#15 OR #30) UNDERLAYMENT R LESS PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES EDGE ALUMINUM DRIP LUMINUM FASCIA %12'N.O. 2x SUB FASCIA '�SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL FINISH lx2 PT WD FURRING @ 24" O.C. A E A 2 12- N 0 1/2" GYPSUM WALLBO ARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) lx4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI C ONC.SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE I CONCRETE SLAB W/ 6X6 0-/-NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE X ;2� co 2 co 6 MIL VAPOR ;2� I> BARR!�� COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/ ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB:�\ PAVERS BLOCK WALL BEYOND - 1 4" O.H.D. RECESS /t A 4 60 SEEA/S30RJ/S6---- -li-IF, ILI -Ir-,= FOR REINF. INFO. 3" MIN. CLEARANCE LlI 1'4" (1 STORY) V-8" (11 STORY W/ DEPRESSED SLAB OPT.) V-13" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x#2SPFSTUDS @ 16" O.C. W/ (2) B 16d TOENAILS T & 2x P.T. PLAT E (2) #5 CONT ON 3" CHAIRS (TYP.) z M 1511 IM 1 M I IEI I I rb . .. I, > . . ''i LI N Y (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 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 E 6 x 6 W1.4 x W1.4 Ce) WWF OR FIBERMESH . I i> I a I I IM 9 I. 1 11 1 - - U 41fil TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=l'-0" l,'.S3 FOR ADDITIONAL SLAB INFORMATION. rG G 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES MORTA R BETWEEN J1 �l SLAB & BLOCK C-11 ELEV. 0'-0" . . ve.. A.F.F. 4. . . .. * . . j A . _r a .: **,... * - .14' 'A' A A. . . . .4 ELEV. 4-3 1/2" A .4. OIL A. F. F. 0 .74 A 2 x4 CONT7--/ It U_ . . ... . � A 4 . - --A . Iv CN 4 GARAGE DEPTH VARIES . 41f . i .4 _11116 A A GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. 2xS.P.F.ST DS @ 16" O.C. _2x STUD 8" C " M U 1 "x P T STUD #5 VERT. IN FILLED CELL 518"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE 04 C14 MONO OR STEMWALL--,, FOOTING MONO SHOWN 0; 00 FOR CLARITY 10 z NOTE: *FOR BEARING WALL lFral 11 Kim. _1 _1 W1 UPLIFT ONLY I trriLLIrTILLtrTiLLArTlijjrriiiitriLLIM FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 1� LS3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WELDED WIRE MESH min.) 4"--,\ z 4 4 GRADE 00 -0) #5 REBAR w/ OPT. �l I IL71 I 1��d I M I I ='I I IM I T=_1 I ri I I - n I I I i=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT� r-O.H.D. RECESS SEEA/S30RJ/S6--- _lL[:FjI 11 FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. E 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" 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 (1 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ - 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"xlO'WEDGE ANCHOR O.C.)@ 24 211� 3 1/2" MIN = 2� > 00 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) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ROW 2x BLOCKING @ MID HGT, FOR WALL GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS OR WALL HGT. > 8'-6". JSULATION PER CHART ON FLOOR PLAN IMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE WWF OR FIBERMESH 6 x 6 W1.4 x W1.4 3 1/2"(min.). - I r;:=l I r= -L, 111-11-1 I 7E El 4 11 1- (2) # CONT. 81, 4" 1'4' U.N.O. MIN. TYPICAL BEARING WALL STEP (o) SHEARWALL_ "SHEAR WALL" SCALE: 3/4"=V-0" 5 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V8" GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/ 2" 0 Ca 00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\V' sl�p 9r NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ROWS OF 2x BLOCKING 0\ N ops GO (2) @ _2x STUDS @ 16" O/C THIRD POINTS /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK j SIMPSON SP1 w/(10) 10d NAILS MIN. 2500 PSI CONCRETE SLAB Wl 6 x 6 W1.4 x W1.4 WWF OR 2 X P.T. PLATE 20" MIN, LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH W EEP SCREED INSTALLED BAR lz� E I PER MANUF. N'�'-#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE40 MIN. F�y= 740ksii, J FINISH GRADE 60 25" MIN. LAP [30" MIN. LAP] Y_ _ Oks�j 6 [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR I a co R 17/8" I TI 77111711 IE El I IEI I I�E, = z #5 REINFORCING BAR 1 04 #5 1 AP SPI IrF COMP. SOIL. (COMPACTED TO D1557) 95% MODIFIED PROCTOR ASTM I' I' �l �l =L EE I I Ll� IlL I'L 4" 1 TYPICAL EXTERIOR FRAME WALL FOOTING Fll SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. .T. 2x ol oll % 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALAN INTERIOR ..4. - 1/2" 4 - . 1. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 60 c cl) 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE J:�� 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART 2" ON FLOOR PLAN CONT. BEAD SEALANT '9� I I.- 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=l'-0" K S3 �111 111111 Ill iiiiiii jllll� III I�lll �111 ��lll I Mom 0 1 9b LAF 61JUGE " NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR -I BOLTS 6" MAX FROM END OF 2"x PLATE Lu 0 L . :> ::,: ME 1 M 11 < 0- vv' R FROM REBAR DETAILS K F SCALE: N.T.S. �3 SEE FRAME -DOWN FALSE BEAM W/ (3) 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. x x INFO & LAYOUT DESIGN SEE PLAN FOR TOP OF BEAM (II SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING wl MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION U) W z 0 ATTACHED PER NAILING SCHEDULE § w i w Fn W SEE FLOOR PLAN FOR w cf) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/Dl FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/Dl W/ 1/4"XT' TAPCONS FOR COLUMN TO BEAM AT 8" O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE PLAN FOR SIZE AND co REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS M, 11FA 0 0 0 �11. 0 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. =OR )CKING (2) #5 CONT. ON 3" CHAIRS 114' (TYP.) PLAN (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. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 5 #, IN. EN ION 6 0# c _71 6 x 6 W1.4 x W1.4 Q4 r WWF OR FIBERMESH - 'ff -'r co I I - � MID I �L -LIr C? TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=l'-0" 1,", �3 VARIE6 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 . . . . . . WWF OR FIBERMESH S�! c� cl) E 4 4 4 00 . ... ... 111-7 ILI - =1 I' cl) SEE AlS3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - SLAB STEP & RECESS S.G.D. K�M� SCALE: 3/4"=l'-0" �3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I EXTEND FILL CELLS TO FOUNDATION PAD E, CONT. FOOTING STEEL MAT REINFORCING. Q K A 00 GRADE -A - I/ '131 = IMIM V Lu 1-- uJ CL W w 14 A w Lu U) z 0 < w FOOTING _j BEYOND 0 PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN�� SCALE: N.T.S. S3 o0li I I It/////, N� N C 0.8 23 STATf G� ZZ, o.. 1.51 4 ORID x, ON KC S�� 1/1111 o z< tz M (D F- 2 z F-Z 0 , 0 8 P= z 0 L, -_ K 8 - z 5,:, W Ei cr > -ozu, w9z 5��U-� ::) w D Z >RR9? WIZO < < , 2 g. , � K � Ln.� U E �Z. < 0 �-Zxx , < � F t__ jr.p2O X z (n �- -z' 2 9 E28-ww x 2 22�2 'z 2 z 0 W2-t <z 0�� u 0 z >- - 2 � ca 0 z Lu cc > X , < mw=D UM O_ W F- W Lu <E Ln 0- 00 r (14 L.0 rlj w N cn kD Ln oo oo 00 LJ LLj LJ z M r- 6 00 Ln CCC- M J Uj Ln 0 LIJ Z 0 ;� 00 u.j _j _ rl (D Lt = < - - z ��e z < �: o ou > > Lu x 0 Lu 1.0 x F- r-� < < Z r, D LLI V) oq < LLJ CL W uJ z 0 < > C) C14 0 cu r�, F__4 4- (:D 1.0 c:) > V) ro Ln S? t_ 9 L_ (A N Q) -2 Ln z L_ U- < CL >, ro u 0�. 00 z E z C:) Lu _j C) U) ui co < ui 0 z SCALE AS NOTED DATE 03-11-2019 SHEET NO. S3M (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 PO I NT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE L— — — — — — — — — — — — — — — J 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VAMMS O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T . S, S4 SEE ELEV. (TYP) SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" OIC 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 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. :::/ — AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAIL§,.�-� BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" -VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS -1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT — BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 4 4 : . - ' . :. , 4 * -A 4 8 STD. 9(YHOOK LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL ,----SEE FDN. PLAN FOR LOCATION 7 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. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL7—\ > 0 FORM CREATES CONCRETE RECESS TO 2x (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8xl 6 C. M. U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES ................ .. ..... SLOPE FORWARD GARAGE DOOR ROLLER . ... . ... . GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR :v TRAVEL DIRECTION OF ........ GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ,/,d EE PLAN FOR FOOTING 'POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING BASE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7,9/w 8" 7 5/w 8" 75/R,, 8" A 11 11 v -SOLIDAREASARE STEEL AND GROUT DOOR OPENING DOOR OPENING f F1 1 ST COARSE 2ND COARSE v 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 rD SCALE: N.T.S. � �4 VERTICAL JAM 30LID AREAS ARE 3TEEL AND GROUT �ULL 8x8xl 6 BLOCK )OOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS B OTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL A 7- Z fA DOOR STOP Lu L) MOLDING < = a- 2x TOP PLATE-/ m cn GARAGE \\\�2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) wl MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD 'z MOISTURE BARRIER 8"X8"Xl 6" K.O. BLOCK W1 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 90o HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE 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 SPLICE NAILS TOTAL) EA. SIDE OF <&, SPLICE STAGGERED 1 Od @ 8" O/C . SEE A/S3 FOR STAGGERED FROM BOT. 'j ATTACH ALL -j EXTERIOR STUDS REINF. INFO. P LATE TO CONCRETE DOORTRACK----/ W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO YbP PLATE A NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC) FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD TYPICAL INTERIOR NOW I AT LEAST 4'-0" LONG. TYPICAL BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. � �4 SCALE: N.T.S. SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON rc Z 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x -1 CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 I 9'-16' (3) 1 (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT S E FL OR 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 VINTERIOR HEADER: _m 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 9 EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE "-2x STUDS TYP. SIMPSON H174 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SP4 2X STUDS @ 24" O.C. A ' P/8"xl 0" "J" BOLT I @ 24" O�C�RAX. . )p MIN (21 BOTTOM PLATE SECTION -2" IZI E) -7 SIMPSON SP4 I TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL /4. '% P.T. -ATE SIMPSON SP4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BLOCKING (TYP.) MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RY WALL DETAIL SP2 IrouN -- 10( ST TRANSOM FRAMING TRANSOM FRAMING EE SECTI N AA S1 SEE SECTION AA/Sl S 0 AND BB/Sl FOR AND BB/Sl FOR DD ONA DE A) A ITI L T ILS ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SP4 SIMPSON spi SIMPSON- SP4 'x M, A I N$::� 2X8 P.T. BOTTOM PrTE _7_ _ SIMPSON NAILED INTO TRANSOM FRAMING '�:5/8"xl 0" "J" BOLT @ 24" O.C. MAX. SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 " SCALE: N.T.S. 'P4 ) ?X TOP PLATE DVERLAPPING NAI LS @ 6" kGGERED �OLTS @ 24" O.C. �x 22X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) (3285# SPF) 3 (4065# SPF) (5665# SPF) IS (6865# SPF) N. 8" PDXIEDA.T.R. I & NUT 'OXIED A..T..R.. & NUT DXIEDA.T.R. t & NUT ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS O.C. @ Z-0 -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6"O.C. STAGGERED A STAGGERED 0 TRANSOM FRAMING x BEYOND, -- - - - - - LPLYWOOD SHEATHING L o SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2X6 WALL, USE —PLYWOOD spi SIMPSO N SP8 FOR 2X8 WALL) SHEATHING SIMPSON� SP4 9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- o SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 0-' 5/8"X1 0" J-BOLTS @ 24" 0. C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 1 518" DIA. ATR EPDXIED zAts H. 1. bu I lum MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x 10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.'T.S. S4 (MIN. (2) PER BOTTOM PLATE) RA IV111- C E Al %9 X_ 4 16, 0.8 3 z: et =-q. -;: LA cl .1 .0% rkeg ;0'- A� z ORIDP, N X, 16" ... C - t: k�'* A k� //////11 1 UZ wo z 0<-X __j �_ � < �_ z � z 0 0 LD 'o z �'i' m. 'S' 1> �!P22 wzwzo w < < D'� U < �_ K w ': t= 2 0 �ez F-2-x' z 'z < P= z E 0 0 oz< u- 0 Z ui ZGWX< ""2- wz zPq 00 w w= W IS wr�'Hw' w Ln �- � a, > 3: Z: = , = u — M: cn CA cn r- cn 00 t-1 r4 4.0 ('4 W C14 m �o Ln 00 00 #t 4t z E mL11 uj uj uj 00 mmm Lu V) LU o Z w 0 ;� 00 �he LU —i L' N LQ F3 CC < LU LLj t z z > u ui 0 ci Lu x < z r, D go Lu V) Lu F_ 14 a-= m r, 0- z 0 > c:) c:) Z c) 1.0 z c:) > m c:) Lo (0 L0 ul 2: IV -2 z < L_ LL CL >z fo U C)- 00 < § E z z Lu C:) U) ui 0 z < w z < U) SCALE AS NOTED DATE 03-11-2019 SHEET NO. S4 SEE STRUCTURAL NOTES AND -� NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD OR BLOCKING F OU FIRST F R ROWSOF TRUSSES a EDGES OF 2x4 CRO�S BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. L— — — — — — — — — — — — — — SIMPSON HGAM10KI w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU 2X4 "T" ON TOP OF PANEL RInCKINC FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C. 5/8"x 10" "J" BOLT @ 32"O.C. MINIMUM 6" FROM - PLATE SPLICES W/ 3/16"X2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL WEB, USE MSTAM36 W/ (7) SECTION 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. TiTEN ON OUTSIDE TOENAIL W/ (2) 16d NAILS 2"x4" OUTILOOKER @ 24" O.C. 45' 2x6 P.T. SILL 24" MAX. \-SIMPSON H10A w/ (18) 10d x 1 12" @ EA. OUTLOOKER L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED Wl 1 Od NAILS @ 61, O.C. EDGES AND 12" O.C. FIELD lOdX3" @ 3" O/C THROUGH CHORD �INTO 2"4" P.T. PLATE _ WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER SIMPSON HETA20 W/ (9) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" 0. C. MAX) W/ M IN. 4" EMBEDMENT IN KO BLOCK BACKNAIL W/ (2) 16d NAILS —\ SIMPSON Hl OA wl (18) SEE STRUCTURAL NOTES AND 10d x 112" AT EA NAILING SCHEDULE FOR OUTILOOKER SHEATHING DETAIL BACKNAI L w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45'± 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 2x8 SYP#2 1" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d EACH JOINT Wl (2) 1 Od FROM LEDGER TO & (2)10d TOE NAILS @ BLOCKING EA. END GYPSUM WALL BOARD GABLETRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/(2)16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD L wl 1 Od NAILS @ 6" 0. C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL NOTCH 1" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. I WEEP SCREED SIMPSON HETA20 W/ (9) 1 Odxl 1/2" NAI LS AT 6-011 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. BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP C�! x NOTES AND NAILING SCHEDULE FOR CHORD BLOCKING oo 00 cD SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM 00 50 L RIDGEFASTENEDAT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 NAILS @ EA. END 10d & (2) 10d TOE TRUSS SPANS 2X4 PANEL BLOCKING ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS Wl (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2X4 BLOCKING @ 24" TRUSSES FROM EA. O/C w/ (2) 16d (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 & NOTES: BOTTOM ATTACHED TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL (SPACE AS SHOWN FOR 3-PLY) OF THE COLUMN ARCHITECTURAL FINISH " " SIMPSON Hl OA w/ (18) 1 Od x 1 12" AT EA. SI MPSON SP4 wl (6) 1 Od x OUTILOOKER 112" AT EA STUD (USE SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL , SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" O.0 (OPTIONAL -SEE 4" MAX. ELE'VATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od 2 TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2X4 "T" ON TOP OF PANEL BOTTOM ATTACHED W/ (2) 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH 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. x7 LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 9 - , COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF , NON - LOAD BEARIN LOCATION D� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" l'-O" ADDITIONAL INFORMATION. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SCALE: N.T.S. 9 SCALE: N.T.S. �5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING -�77 WOOD TRUSS S AT LEAST TWO TRUSS SPACES 3EE PLAN FOR E OCATIONS) j 1 Odx3" O/C @ 2'x� TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS 12" MAX. JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 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 SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2X4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGESOF SHEATHING TYP. 2� MAX. -"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. AND 110 E C. FIELD '4JJACK TRUSS SEE PLAN FOR ONNECTION 2x4 BLOCKING Wl (2) 12d TOENAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA, END TYP. TOP & BOTTOM ATTACHED Wl (2) 16d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND 2� MAX. AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KTw/(4)1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SE SECTION r4 SCALE: N.T.S. �5 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT 0 _\ EACH CONN. @ 24" O/C MOISTURE BARRIER \�BOND BEAM MASONRY WALL '�ARCHITECTURAL FINISH NON - LOAD EXT. WALL CONN. "- BEARING LOCATIOq(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24" 010" - T-O" T-O" - 6'-0" 6-10" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SIDS GABLE END BRACING DETAIL SCALE: 34'=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Zj]Mf-Z:iUN Wl 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z Lu 2= 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O,C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAI SCALE: N.T.S. W�j j) 4 L 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. l" BRACE ATTACHED 16d NAIL W/ 10d NAILS @4"O.�. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DET 6 SCALE: N.T.S. DIAPHRAGM BLOCKING 48 @7 GABLE TRUSS O/C TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 1171 BRACE /"--7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX 'X'BRACE SEE DIET. J/S5 CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN. Lu I d 9 C? 9 C) z ED Lu w 9 9 9 9 ;t Lu d I Lu NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS] 1-13 SCALE: N.T.S. L SCISSOR TRUSS 2X4 BRACING (9 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED Wl (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.' FOR WIND SPEED SPECIFICATION \00I I ll///// IN, N . - * E /v �"; \c cj.- '�o 4l'Qb_;F"' :;; I ,0'- ZZ .00 ;'o '. k k/ �� 0,.. 40R,op� k" Nli� 'G N UZ wo 'E 0, <' F V, z 0:2 z Is Z' IW4 P 0 1 'o e �2 z 5 5 2z' -.R g �� 'o' U, 0, Z u <'qt � w �<e z w =E-w U . LD zw 'S -w 2 '.� F 3 '=O�f !NQ02Z Ln �- <z 2 �<-_ wwesl'T-'o=w = E 2�0� z zw C.� 0 U- m < �;-gw w 0 z F-w wz_�_s Lu w w U u� C) F_ Ln 3: < co r" 00 r-i J �o (14 ro C*4 1.0 _j m r*4 m ul 00 it it 'm (.0 00 u 060 Lj �'j M c� c� Lj c� <m MMM UJ F-: �000 LMn mmm UJ Ln Lu Z = 0 w co 3: Lu _j CN 0 a LL 3 cr < S2 uj Es Lu - z z< �� o o uj x > U 0 Q0 > < uj x < z r, 3: ui L=u govi oq uj m< m �4 lz z V) 0 < > c) C) - 0 14 :E:� c:) 1_4 = "D z > Lf) rl) C) - m m '.' Ln 9 1- IQ:9 L_ (v 0 Lo z LL_ ce CL 00 < E z 3i wz c) Lu c:) U) uj 0 z z < ry SCALE AS NOTED DATE 03-11-2019 SHEET NO. S5 DOOR JAMB (REFER lX4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER X 4 1/2" DRYWALL 1X 4 P.T. F TO SHT. SDW2-Kl TO SHT. SDW2-Kl - TO SHT. SDW2-Kl FOR CONN. DETAILS FOR CONN. DETAILS u FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3116"0 X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" ED TAPCONS STAGGERED 2X8 2*8 BLOCK@ SPACING 11- DETAIL O.C. 2-ROWS INTO IX8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 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" TAP N TAPCON @ 16" Co C 4 F R 0 O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER - 1X4 1/2" DRYWALL DOOR JAMB (REFER EAC HE N D EACH END W/ MIN, W DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR F F TO SHT. SDW2-Kl 2" EDGE DIST. EDGE DIS] TO SHT. SDW2-Kl CONN. DETAILS FOR CONN. DETAILS I FOR CONN. DETAILS OC 1 Od @ 12 O.C. lX4 FURRING 2X8 P.T. WITH 3/16"0 X 3" ",2. 2x P.T. AS RE �'D L 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. L2X8 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 2X8 P.T. BUCK -CONNECT TO BLOCK Wl 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB BRACE(S) CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL 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-I'pq \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSI3 INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW INSTALLATION DETAILS ORTHRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �s BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 1 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG, &BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO K.) /4" MAX 21-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. Wl (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TKEc-- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL r,-= � "-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 B-B ARCH DETAIL rK SCALE: N.T.S. �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"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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. AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-13 81, EQUAL 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) 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 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90, HOOK C NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION Rl 60 12 SEE PLAN JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" 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" �,S_s MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION OCCURS TOP WITH MIN. 3" COVER 6-01, 11-F.F. k IEEI I IE7 IEEI I 1=1 1 EEI GRADE z (2) #5 REBAR. MIN. 3" 16" MIN. 7or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S 41** 4%# 4*# 4%*, 44ko + + + + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. - O�C. (2) 1 Od NAILS @ 8' TO TRUSS TOP CHORD "'IY --PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + ++ + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" V-0" �s SIMPSON HTT4 w/ (18) 1 Od 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 UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 4* 4* --#fD. 90- HOOK (TYP.) SCALE: N.T.S. _qPP -qHPPT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" OTCH 4WB @ FIRST COURSE 4%# 41k* 4%1, 2 41## z 0 U) < U- 0 Lu U- 17- < 0) 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 Wl FACE NAIL 1 Od , TOP & BTTM CHORD, AND (8) 1 FACE NAILS 10d @ TRUSS VERT. WEB E TB@ NOTE: NC LAP SHEATHING TO LA BOTTOM OF BAND C SIMPSON HGAM 1 OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 114"A2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL lst 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANJ':., RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" O—TE FOR —OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. F 11-011 51-011 SCALE: N.T.S. A #5 BAR .1.011 CENTERED W/ w IN TOP 9 KNOCKOUT/ CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT D STANDAR CD #5 BAR IN 99 HOOK CN FILLED CEL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" I NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONC. FILLED CELL Ln SAW CUT A �S �EC Tj 0 N lll�lj SCALE: N.T.S. SCALE: N.T.S. E N" Py. lq�-0 a OF 01. x\ Az ORIO z wo <o Z, F E 0, � < 02Z =Fzw�o, r.) � 8 � ji:� "'02,22 1 L- � 1 :mmi > 2 M � � w U, 5 z z u zw Z) Z,< <ow w a L'f =rQ 2z V) �<= 5 e s = w w = z �w, 2 3 0 tz- <z u- U 7, z , 0 Lo =< mop:, zz wou 2 .g D L) Lu V) < rn r- rn 00 r-1 r14 �o C14 IZ C14 m (.0 4 ly, Ln 00 00 mm mm Ln uj uj uj mm Z_ mm r-, mm ol < 6 mcm ui Ln z m mmm uj U-) o uj L_ Z w 0 00 Ne LLJ _j Lu r-4 0 < U.1 LLJ Lt z 0 0 z < �: > u uj x C3 uj x < Z r- Lu cq < ul co 0 < > C) 0 (7 ; L- ci 1-4 =3 1%0 z > Ln ro U-) (0 Ln 0 :2 11- " n N IQ) -2 Ln <L_ LL e-N CL >, u CL 00 < E z z c) Lu c:) ;.o ui 0 z ui z < SCALE AS NOTED DATE 03-11-2019 SHEET NO. ss FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT WEATHER TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE RESISITIVE BARRIER 0.3 in: 12.0 in TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. tu. 0 cm : .3U. 0 CM) SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weather resistive RIM JOIST 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 A Al flashing and seal with tape V V SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASH:NG JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASH NG, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) I I I CORN SELF_A ERS REFER TO TECHNICAL DHERE'D SCORED LETTER ON CHEMICAL RELEASE P/ PERI, COMPATIBILITY SELF -ADHERED FLASHING - (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW F�01111N� SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 10.M�JsilwkW SELF -ADHERED FLASHING 0 �60 WP04 E WP07 WP10 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER K SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED WPO5 SELF -ADHERED FLASHING PATCH HERED FLASHING 2 4 5 [WP08 WP1 1 I SELF -ADHERED FLASHING INSIDE CORNER -7 G,ound7 FOUNDATION WEEP SCREED NOT USED 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco WP09 WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface 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. & At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-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 ASTM C 1063 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 ASTMC1 063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C) CD 0 Z> :LJ CD = LO 4-J < Q) Lr) L- LL Z fu U CL OC) < E W Z ro § z I- UJI C:) _J 0 CD Z LL 0 U) 0 n rro W W SCALE AS NOTED DATE 03-11-2019 SHEET NO. W P i N tJ) (3) N O O cv (CL c U N (� O O Q O O I� O •�As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the C). (J'' L 0 Q Ln rQ 4-1z _ O i...! U O ■ T W r O L� LtJ ¢ (3) z J SHEET NO. PA 1.0 O Ln O M � ^. SPT6 FL17244.32 ESR-3455 SPS FL10456.45 ESR-2613 O �...L SPTS FL17244.32 ESR•3455 SPH4 FL10456.46 ESR-2613 4-J rt ANCHORS Simpson Strong -Tie see chart ttSP Conn Evat PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0l-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors Wo" (8X7) FL15279.85 +38.0/-42.0 psf D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A The products APPLICANT SIGNATURE DATE products. 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.Opsf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0l-07.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star {NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67:0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-07.0 psf Clopay Building Products Residential WindCode Doors Vv8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27- FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1-FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A approval inspection these information b e available to the inspector on the listed below did not demonstrate product at plan review. I understand that at the time of o f products, the following must jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Florida Depradment of Business & Professional Regulailion Building Codes and Standards PWI Product Approval Application Detail FL0111114511-1912 22ft Enw of 211111111, 21k Data Pfmcfims 21k 111121 Version hbumcwm Enghmm & u� Meadow BY, Valkleted BUbOYARd FWAveroval Appromied Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, RE, Ryan J. ring, P.E. 101115M17 D711202017 10118=7 1211=017 Approved Category; Exterior Doom (419)2ga,1740 PE-43409 (813)7674W SuIsCarisli Swinging Exterior Door Assemblies rickwombldilconsultants. Compliance Madmoth Evaluation Report Inorm a com Florida Registered Architect or a Licensed Florida F1.02141114tit Professional Engineer Products Ing Product Model. Number a Hum Qualltv Assurance Product Degradation Contract Expiration Dift Approved for Use Approved in H`VHZ Outside for HVHZ Resistant Dolan Pressure a. Therrim-Tru Flibw-Classic and Smooth -Star Nominal 88M;S 8,quot;N*n4mp&c1&quot,, Opaque 12J31/2020 No Yee No N/A Composite Edge Flitherglass Single Door (Inswing/Outrivirig; X conliguralJon) FL#211101111140 921111 Entity Ro Rib Doom Pending 2& Bin Varalon Manufacturer Contact Emilmser & Lk,— Vallidided Iry Validated Subruldedl FECAccrovall Ali" Revision 2017 Themm-Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. rim, P.E. 1211=017 12JI3)2017 12012017 pending FSC Approve Category: Exterior Dom (419) 298-1740 PE-43409 (aI3) 767-MM SubCats": Swinging Exterior Door Assembliam, Compliance Methork Evaluation Report from a wro Florida Registered Archilect or a Licensed Florida FI-11020461140 Floduche Professional Engineer 2221 Product Memkil, Numberror Quark, Assume— Pioduct Dimeription, Contract Minimum Deft Atinnived for U- ADINTA011 in Oulaide 11411' IWO HM Ismact Reallerlank Desion Pressure I a. Tharma-Tru Fiber-Classle and Smooth -Star Nominal 6W%S &quotNon-Impactiliquot Opaque 12/3112021 No Yes No K/A Composite Edge Fiberglass Single Door Search Crilteria Qnsiving/Outswing; X configuration) Florida Department of Business & Professilonal Regulation Building Codes and Standards Pager 1=18 Product Approval Application Detail FL#20461-R2 Enft Ra 21M pass penciling 2dt mm yerel- Submitted FBG Aptinxim! Approved 11111111101, Revision 2017 Therma-Tru Corporation Pick Wright Lyndon F. Schmidt, P.E. "A J. ". P.E. 10/157017 0711212017 10/1812017 12/1122017 Approved Category; Exterior Dom (419) 2WI740 PE-43409 (813) 707-MS Subcategory: Swinging Exterior Dow Assambilles rickwillirw1bldgrionsultruits. Compliance Modixid: Evaluation Report from 41 com Florida Registered Architect or a Licensed Florida FL02HO14U Proliessional Engineer 3-0 ProdW Model, Number or He" Quality Assurance Pinichicit Description CKmtract EXDWG" ode Aceraimel for Use Arraroved In HVHZ Outside for Use himmot Resistant Desiam pnmm 5 f, Therina-Tru Fiber -Classic arid Stirooth-Star Nominal "#30;0 "No�ftnpael&quot-, Opaque 12*lre= No yes No WA Composite Edge Fiberglass Single Door answilr4u4swing; X analigunflon) FLU041111-R3 Coft Enftj a 20 DOW veto powim 20 TM Napalm Manufacturer Con Validated By Valklated Submitted FBQ Aportival Approved Rervblon 2017 Thermul-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1211312017 12J1312017 12,2112017 Pending F13C Apprcval Cab": Exterior Doors (410) 2913-1740 PE-434DO (813) 7674MB SuloCirtagarry: Swinging Exterior Door Assemblies Cosimpliance Mathod; Evaluation Report from a win Florida Registered Archilled or a Licensed Florida F1.02001140 Products Professional Engineer S-# Numbeir of Name =Ibwr�Cessle Quaft Assurance Product Description Abiwovilid for Use Approved In HVHZ Outillide for LIM Iff) Rik"" Disuse PMUM a and Smooth�Slar Nominal SW9;0 Itiquot;hlon-Impac0quirt; Opaque 12131=1 No Yes No NA Composite Edge Fiberglass Single Door Search CrAlft QnswinglOutswing; X configuration) Florida Department of Business & Professional Regulafion Building Codes and Standards pap I irmle Product Approval Application Detail garls Entity or no 20 DAD prindi 20 rto version manuhmum Submitted Frio A-1 AM—,d status, Review 2017 Thermil-Tru Corporation RIckWrlght Lyndon F, Schmidt, P.E. Ryan J. long, P.E. 1011512017 07112/2017 10118=17 12/12017 Approved Category: Exterior Doom (419)296-1740 PE-43409 (813) 787-055 SuIsCabesur. Swinging Exterior Door Assemblies rickwilimmlildgeormullants. Compliance MoMat Fvalustim Report from a 00111 Planes Registered Architect orr a Licensed Florida FL#2041111,R2 Products, Professional Engineer AMA I interior Kama Qualb-Aimumnm Product Description Expiration Dab Actsioved for Use Awroved In HvHZ Outside, for 111" HVHZ Impact Resistant Deakin Pressure 9 1 rms-Tru Fiber -Classic; and Smooth -Star Nominal 6'8 "Ncm-Impact&quoI; Glazed 12131t2M No Yes, No NIA Composite Edge Fiberglass Single Door (Inisiving0itswring; X coriliguration) FLAIM140 92ft Enft Do 9M Da*Pondim go i'm Version Manufacturer 220W lMda2KAM99M Validated 0, Valklided Submitted FrICApomal AppliZutil fl" Revision 2017 Tbemma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. I(ing, P.E. 12`11=017 12/13r2017 1212112017 Pending FSC Approval Caftilloty: Exterior Doors (419) 2WI740 PE43409 (813) 767-6M SubCategory: Swinging Exterior Door Assemblies ricimmilinstild9consullarb. Compliance Methool: Evaluallon Report from a om Florida Registered Architect or a Licensed Florida FL821146,114IMProducts Professional Engineer 111121 Product Model Number oir Name Gulling Assiummair Product Descried- contract Expiration Dab Anxvd for Use A —moved hLt= Outside for Dearlon primeams 9 1. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#W,8 l5liquotNon-Impactlliquot Glued 12/31=21 No Yoe NO WA Composite Edge Fibmisse Single Door Smith Criteria (Inwingioutieving; X configuration) Florida Depaitment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Priplou � 1/5=18 F1.1112014611-R2 Ems. W 20 20 Date peadina 20 LM VOW Manudomw Contest Enolneff & Validated! By Vail Subm FBC, Angroval AD Oft Review 2017 Therms�Tru Corporation Rkk Wright Lyndon F. Schmidt, P.E. Ryan J. lCrg, P.E. 11111162017 07/IZ2017 IIY=017 12112MI7 Approved Category: Exterior Doom (410)298-1740 PE-43409 (811) 767-6655 SubCalegary: SivInging Exterior Door Assemblies ild-lilliwbidgeonstift-ts, Compliance Method-. Evausitiorl Report from a com Florida Riolinenod Archfiect or a Lkensed Florlde FLO204814t2 Products Professional Engineer aw Productillodial.Numbaroritarrim Product Descirlollon Quality Assure Approved 1111mg ftr U" Acorimmill oulliddia for Im Resistant OOL�an Preasu 14 n. Thernia-Tru Fliber-Olasialcand Smooth-Slar Nominal ftln,'() IlquotNon4inpactiliquort Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Door Onsiving(Outswing; X otinigumition) P11-6204611-R3 926 Efew W 20 20 on% Panding Oft LM Version manufacturer contact Enalrear & Loaners vAth� By Valklated Submitted F13C Approval Atilemilmod am& Review 2017 Therma-Tru Corporation Rick Wright Lyndon R Schmidt P.E. Ryan J. I(Ing, P.E. 121132D17 12113MO17 12121017 ding PBC Appi, Category,. Exterior Doom (419)2WI740 PF-43409 (813)767�&W subcategory: Swinging Exterior Door Assemblies 6dwilimblillicormultaints. Compliance Method: Evaluation Report from a 00111 Florida Registered Architect or a Licensed Florida F1.820461-10 Products Professional Engineer ftA Product Dwcdothm Ouidltv Assurance U�a2mlftk Accrovild for Use Anovived outilde for Use Resistant onion premoure 14 n. Therma-Tru Fiber-ClessIc and Smooth -Star Nominal 8&039;0 Iliquirt;Non-Impactituluot; Glazed 12/31=11 No Yes No NZA Composite Edge Fiberglass Sin& Door (IrrominglOutswing; X configuration) Florida Department of Business & Professional Regulation Pripial Florida Department: of Business & Professional Regulation ftwifl Florida Department of Business & Professional Regulation Pagiricri Florida Department of Busineas & Professional Regulation Pagelorl Building Codes and Standards Ilmote Building Codes arid Standards ilawla Building Codes and Standards 11AM2016 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLIM5225-R4 re2ft Firm or Date DW Date Pending Daft F11-1111115225,1414 Cecil Ef*W or Data DAB Data PlardiftKI 281 FLOIT7474W Coda grow or go Do Oda Pendlon 20 FL07""S r:292 Enft or 29t Dab Date poncNm Me M11112 Mention Manufactut Contact ErldimserlikiLlown" ValkidW Sir VaIldissid Sub FBCAoDmvd AD $691a Mies Vocalm Miumulactu carried E=kmmf�LLIMM Validated By Validated Submitted F13CADMOMM Aporaimill Nita Im Version Manuftctu contact Enaln— & License yAlmdw By Validated Sub FBC Ammirral Alin stgtus Line Metal Manufacture Contact Encilasaw & Licansia Validated By Validated Butimil FBCAVAmmml Ai)i)mvd stgbx Revision 2017 Therrim-Tru Corporation Rick Wright National Accreditation & Ryan J. VJrig, P.E. 12rMO17 09121/2017 12/2212017 Approved Revision 2017 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12t=017 09621IM17 1=2=117 Approved New 2014 Thenme-Tru Corporation Rick Wright National Accrixillation & Ryan J. King, P.E. 07rM2016 0510712016 07125=15 Approved Revision 2017 Therme-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. VJng. RE. 10118=17 IOIIWM17 lOrMD17 12/1 Z2017 Approved category: Exterior Doors (419) 298-1740 Management Institute (813)767-6555 Catemorr. Exterior Doom (419)2WI740 Management Institute (813) 767-6555 Category: Exterior Doom (419)296-1740 Management Institute (813) 767-6555 Category: Extriflorr Doors (419)298-1740 PE-43409 (813) 767-6555 SubCaftgory: Swinging Exterior DoorAssembiles r1closiMnstildigoonsulourts, SubCabigory: Seringing Exterior DoorAssaimbiles rickwonsbi0goormulthults. SubCdallary: Swinging Exterior Door Assemblies r1clawanablilgronsultants. Subcategory: Swinging Exterior Door Assemblies ddratilloibidgeonsultivits. Compliance Medixid: Certification Mark or Llsi oorn Coaripfivincis Marthicift Certification Mark or Using com Compliance Method: Certification Ma* or Lbofing QQVI Compliance 11 -1 ; Evaluation Report from a 001"m Florida Registered Arcinted or a Licensed Flomkla F1.111111622111-Ril Products FL#15225.R4 Products PLitt"474ki) Products Prorfamalorml Engineer QU&NtV PAIWMfWf Approved jor Use Aggrond ftr IMOW D"Im Qualltv Assuns Approved for Use Aftraved for U lines Dombn Quality Assurance Approved for Use Amsoxvild for use ftgftd Dnktn P1.11176411i Prod 29" Product Descri a Date 2WWdLt= Realstimit Pressure ANA Product Modal. Number or Nam ProductDincriallm Contract Exiolmdon Date In Outside HVH Resistimt Pmssu At" Product Driscrimilloin Contract Excilrafforn Date In HVHZ outgkwHVHZ gnistant Pirrissu I a. "Classlo-Crartliqual; and &quotBendmTk by 618 and SA) Opaque and Glazed Fiberglass Door with 12131=1 NO Yes No NZA 6 a. &quctSmoo"t@r&quot and Iliquot;Sanichrmwk by 618 and SM Opaque and Glazed Fiberglass Door with 12031=1 No yet No NtA I a. Opaque Fiberglass Door Nominal 3'0 x 7MQ;O Opaque Fiberglairs Door 07131/2019 No Yea No WA Quality Assumn Approved lbr Use Approved for U Impact raging ThemwTru" and without Sidelitsa. Inowing and Outliving Therma-Tru" and without Siderms, Inswing and Oulswlng - (Inviving I Ouwmft X Configurations). Ing Product Description Contract ExWonon ode In HVHZ Outside HVKZ Resistant Pressu I a. iliquoifterChissiAquot;, &quotSmcxfthS1sr&quut:, IliquotClassloCraftli oir &qLvtClnalcCmft RurdicAquot 6'S &quothrripactliquot Glued FlbeigLsas 12131=1 No Single Door - (X) Inswing or Oubiwing Conlilpration Y" yes N/A Search CdiK% Search Criteria I SwmhCdW% 1 11 1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegalori IAMIS P1.11115=1-1111011 221k Egvjw Ra 21k Door Pending "111=1-1114 Coft LM version Manufactu contact Erddrmr & License validated! Sir Validated Submitted FBQ Approval An staft's mm Version Mirmirrectut Revision 2017 MI Windows and Dom Brent $Klinger Luis Roberto Lomas Steven M- UrIch, PE W13;2017 08/11/2017 06R=17 101ID12DI7 Approved Review 2D17 MI Wi and Doors Categarr. Exterior Doom (717) 365-33M PF-82514 (717) 317-8454 CaftorT. Exterior Doom SubCalisil Sliding Exterior DoorAsserriblies beftlingerantwd.com Subcategory: Sliding Exterior Door Assemblies Compliance Medd: Evaluation Report from a Compillermor, Method: Evaluarlim Report from a Florida Registered Architect or a Licensed Florida Florida Registered Arditted or a Licensed Florkla Professional Engineer Professional Engtnw FLOIGU2-PA Products Quality Assurance, Approved lbr Use Approved for Use Lang Drawn FL," 5.312.-R4 P Product MoM. Number or Product Oncriou 20 In Resistant primmu Ila Product Me". Number of Name SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM SGD OXO 1=1120ie No Yes No N/A 2 SERIES 420 ALUMINUM SOD I45,V4"x80&quol; NON -REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I I 11542018 1 Entity or onte Dab Oft Painting 20 0011131d Enalmmir&LIcarmoi Validated ft YA%d4ftd Submitted FOG Aporaval Ap $td" Brent St"r Luis Roberto Lomas Steven M. Urich. PE 08/1312017 0811112017 081150207 10/10/2017 Approved (717) 305-ni)() PE-625`14 (7M $17-8454 beftingeranOwd.com Ousilittir Assurance Approved lot Lisa A -moved for Use Imism 1119won Product Description Contract Expiration Deft In OAfthk H Reskillant PMO $FRIES 420 ALUMINUM SGD OX, XO. XX 12MIJ2018 No Yes No WA Qa&quotx$0&quot NON-REJNrORCED Florida Department of Business & Professional Regulation Pace I of I Building Codes and Standards ipwis Product Approval Application Detail "111=414 Cc" Entftv or Oft Rik Date Panding MR yeast ymukdo Comment Enrinimir & License, valmal By Validated Subm FBQ Approved Approved AMR Revision 20117 MI Windows and Dom Brent 811111ver Luis Roberto Lomas Steven M. Urich, PE 08113=17 06111=17 OW16017 I Of I DrA 17 Approved CateM; Exterior Doom (717)M"300 PE-02514 (717) 317-804 SubCategary: Sliding Exterior Door Assemblies lisitilreemillimilwil.00rn Compliance Mvdwd: Evaluation Report from a FlorldeRegistsm Architectoral.1censidFlords Professional Engineer PL#1153324114 Products Quaft Assumace Asimmoved for Use Awnwed for Use testes Design 92a Pro" Up". Number or Name Product Descriod Contract Expiration Data In lijaz Dukakis HVHlZ Resistant prossime 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/31/2018 No yea No WA 145-3/4&quol;x9e" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Mifl I/Smis FL#15=-PA raft stay or pa RIM Dateperidill-a Dow M1.112 vow Enakwor & License Valldeted By Va1IdsW Submitted FW Approval Acirroved At" Revision 2017 MI Windows and Doors Brent 60rger Luis Roberto Lomas Steven M. Urich, PE 08/1312017 =11 112017 08/1512017 1011=17 Approved Category: Exterior Doom (717) 36"300 PE-62514 (717)317-8464 SubCater": Sliding Exterior Do"Assemblies beillingerilluillwill.corn Compilloncis Method: Evaluation Report from a Florida Registered Architect or a Licensed Florkla Professional Erighmear FL#15332--R4P[Qducb Quality Assumn Approved for Use Aporrooill for Use JuIRM Dission Aga J! 112 Product Description Contract gxolmtion 20 In Outside NY Resistant Pressure 4 SERIES 420 ALUMINUM SGO REINFORCED $FRIES 420ALUMINUM $Go REINFORCED OX. 12rJI12018 No yes No NIA X0, XX "&quotXge&quot' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Oetall Florida Department of Business & Professional Regulafion Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I of I I/SaDis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of I 115UDIB FL91SU2-PA 2110 BM Version MenuboW Revision 2017 MI Wndows and Dom Category: Exterior Doors SubCatagory: Sliding Exterior Dow Assemblars Compliance Mothod: Evaluation Report from a Florida Registered Archiliscit orr a Licensed Florida Professional Engineer F1.01633244 Products ago Product Me". 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Exterior Doom SubiGategory: Sectional Exterior Door Assemblies Complisoce Meffixid: Cartiftstort Mark or Listing FLNI 527&-RS Products Ant Product Model. Number or Nano 37 037 WM9 PANi 51: 84A, 94, 73, 76,15M, 190, 76, 76V, 4RST, 4RSF. SRST, 6RSF, 2RST. 48,42, 65,488, 42B, 558, GD5S, GD5$V, GRSS, GR58V. AR58, ARSSV, ED58,I2D5SV Fruit, 29a 21M Date Pandina contect Enalmisir & Llorimse Vatkhftd By Validated Subm FRO Anproval Mark Waslarlhirld Intentsk Testing Brimless 140� Gary Pluettler 11 rz9/2017 0811=017 (513) T104M In. (513) 5IM566 imsesterleldilliclopay.— Quality Armu Aportivoid for Use AnoMired foW Product Descriallon ode In HVHZ Outside HV`HZ Steel Pan (min. 26 Ila.) 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Cautilloadlim Mark or Listing Compliance Method: Certification Mark or Listing Compliance Method: Cartillcollon Mark or LIAng in Compliance Mallhod: Certification Mark or Lisling F11.1111111=96,10 Products F S— Products E1.111111537,1117 Products E---P— OWN* Assurance Approved for Alrowired for he Drishom Qus1ftv Assurance, Avoinwed for Use Approved for Use onion I Quaft Assurance Approved for Use Approved for Use onion Qualls, Approved for Use Approved for Use lisaig onion Asa Product MOM, Numbeir orr MM Product pascrillift contmatExpulaw in Distillers, Resistant Pressure Aga Product Model, Minnow w Name Product Description Contract Excitation Oak In Outside HY Reallstand p� Aga Product Up". Number or Name Product Dowitirbon Contract Exclinglicim Ra in HVHZ Outside, HVKZ RNM� Pressure ANA Procluct Model. Number or No Product Description Contracit jigglailleg Dab In Otftkb p�istud Pressure 85 DB5 110-11,131 PAN-2Fl 63: 73, 75. 84A, 94.42 ' 48,42S.48S� Small Pon (min. 25 lia.) 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Ogawa John Southard, P.E. 0=512D17 08MM17 08128=17 UY1012DI17 Approved Revision 207 James Hardie Building Products, Inc. Pingshong Zhu Ronald 1. Ogawa John Southard, P.E. 08126M17 081=01 7 08J2110117 ID/10/2017 Approved catogicor. panel Wells ") 349-2927 PE-24121 (352) 367-ZM Category: Panel Waft ('109) 349-2W PE-24121 ON) 357-25H SubCabolorry: Siding pingshemillmhuClamoshor SubCologory: Siding pingshong-zhuti%jameshar Compliance Mattead. Evaluation Report from a die.corn Compliance MMkodi Evaluation Report from a dle.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FLN113192-RO Products Quaker, Assurance Aggrieved for U Approved for the he Dookin 3192,"Prodmbs QuWft Assura Approved for Use Aporoved for Use Inc Quaker 92 a#- P oduc I MOM. Number or Name Pro" Description Cooked Expiration Dab in HIM oubirlde, HVHZ Resistant pressure §W Eroduct Model. 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FL#101244M Code U"t11y or Ro Pik Dab Poodim 21fit VomI mmuk&A Contact Eruilinearr&I-lopme Validated By Volklated Stillififilided FBC Approval Approved $let - Revision 2017 GAF Michael Stich Robert Nientinan John W_ KnezuAch, Pr 062742017 OW2012017 092MG17 1211212111117 Approved Cototiorr. Roofing (800) 7W4411 PE-69166 (954) 772-WA Subcategory: Asphalt Shingles m8dehillsof Dom Compliance Method: Evaluation Report from a Florida Registered Archtlecit or a Licarmed Florida Professional Engineer FLiH0jZ&4=Produds QwNty Assurance Anpmvodfw Approved fW Use kiend 2"W liat Product Model. Numberor Name prodmuwcdotkw In HVHZ Oulaldo HVHZ Roolstinit Pressure 1 GAF Asphalt Roof Shingles Fiberglass milinfirroac! 3-tab. laminated, 54ab and 10120/2018 NO Yes WA N/A hoffldge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap I or I 1=18 "23n-RA Cc& In Version Iftnufactice Revision 2017 TAMKO Sulklinil Products, Inc, Category, Roofing 3uleCatogiorir: Unclarlayments Compliance, Method: Evaluadon Report from a Florids Regislamill Architect or a Licensed Florida Professional Engineer P1.11,123211IMProduche A2a Product Model, Numbewor Nam 6 No. 15 UL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagoidi 11 1=18 Efifflar or Am Pik Do" Pending IN111, contact Enchmer & License Validated By Validated Submitted FBC Approval Kant Eden Zachary R_ Priest Locke Bowden 10119W117 10/0512017 10/202D17 121122017 Approved (41M 624-NO PE-74021 (334) $00-1$00 karri_oderrilrbunka.com Quift Aimuran Approved for Use Aparmod for Use liago Doolon produclossorlythur Contract EmgrAgm Dab In Outside HVHZ Realabsort Pressure Asphalt saturated organic felt 01IM712019 yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1111 11 limol. 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Priest Locke B&mdm 1011WM7 1011102017 10/17=117 112112=117 Approved Metals Company (TAMOO) (11113)248-3,06 PE-74021 (334) NO-1800 Metals Company (TAMCO) (813) 248,3456 PE-74021 300-IWO Category: Roofing tonyagometalmofing.com category: Roofing tDflyQgOn*WkDdng,COM Subcategory: Rodflng Accessories that am an SubCallogively: Roofing Accessories that am an Inbegral Part of the Roofing System integral Part ofthe Roo" sysawn Compliance Molhod'Evskation Report from a Cornpitance Medurd:, Evaluation Report from a Florida RggMwW Archrited orr a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FLAM69184U Products Quality Assurance Approved for Averaged! for Use tagalig Dooks EUUN1&822nditel QUoRte A" Approved for I*@ Approved far Use lmodc;t Deslon A291 Product lifiodel. Number or Name Product Description CORVME%NmdmDm in Outside Resistant Plesump Awl Productifictilet.filumbsumbleme Product Doserlation Contract Extrindian DAB In Octskk1 Res Pressure 3 TAMC0 Off -Ridge Roof Vent with Baffle I 26 9L stolic roof ventilator with Integrated tuffile 09/09/2026 Yes Yes NIA NIA 4 TAMOO Round Top Off -Ridge Vent with Baffle for 117le 26 go. $talk roof ventilator with baffle 09M942M yea Y" N/A WA I I I Florida Department of Business & Professional Regulation Page I r 1 Florida Department of Business & Professional Regulation pope 1 or 1 Florida Department of Business & Professional Requisition Perialcri Florids Department of Business & Professional Regulation Pawl of I Building Codes and Standards 115120,18 Building Codes and Standards 115=18 Building Codes and Standards imols Building Codes and Standards 11=10 Product Approval Application Detsffi Product Approval Application Dertall Product Approval Application Detail Product Approval Application Detail Entity 20 20 Dole Pending Does, FLA17202-RS c2h Eaft 20 20 rAft Pending Oft Fwaftall! code Emilie or RO 20 OW Pending 911111 FIA171149,11"I Code Enter 20 R& mu Pandang go Encilmer A, Validated By Validated Submitted POO Apammr! 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(206) 85"160 Category: Rooling (602) 269-2298 Services LLC� (205) 65"160 clawAlfismoo.00m P6.31242 (661) 414-7657 Subcategory: RoofIng Accessories that am an sca"loffurnmoorn Subcategory: Roofing Tiles thomms.jecensittliDboral.co Subcategory: Roofing Tiles thomasjernme"boral.co Integral Part of the Roofing System Cornpilance Method. Evaluation Report from a In Compliance Method: Evaluation Report from a m Conwill-co Method: Evakidort Report from a Product Evaluation Entity Product Evaluation Entity Florida Regishmad Architect or a Licensed Florida Professional Engineer F11.0764111-111111 Products FU18119-101 Products Products Quality Amu Aperovad for Use Approved for Use hIRW Doslons Quaft Anum Alialinst A., Lou Aggroved for Lis, WgW Dookin 8000 Product Model, Nurriber or NNW Product Doepription contract Expiration Date In oulafto my Resistant Pressure 1W Product Me". 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Florida Department of Business & Professional Regulation Pap i of I Florida Department of Business & Professional Regulation Pagolorl Florida Department of Business & Professional Regulation Pwolofl Flodda Department of Busimess & Professional Regulation IM& 1 of I Building Codes and Standards 1/8=16 Building Codes and Standards 115=18 Building Codes and Standards lrmoie Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Dertall Product Approval Application Detail Entity or 20ft 20 Daft Pordlina 20 PLI11784114"I 990 Entity 21k 20 Date Pundirre gift FL#FM.Rll 220 Enter or 20 21k Deb POKIM go FLA78411-Rll Aga Entiliv, or 202 20 Dow Porwono 2da Enak-111,11carour Valkifflarl By Voildshad Submitted FBQ Aganovall Approved it" mont Verskm Manufacturer cooled Enalnear & Liceres Visidded By Validated Submitted F13C Approvid A20roved son mm vemloa Manufacturer E-Insor & License Vaikkiad By Validated Submitted FBC Approval Approved AM& veral Manufacturer contact Entilmuir & License vatwmw By Validated Submitted FBC Approval Acararrod Abdl& Thomas Jommat IAPM0 Uniform Evaluation Gary W Walker 101IS02D17 10A)SM17 1012tr"7 Approved Revision 2017 Bond Roofing I Monlextiffirlift Thomas Jammeft IAPMO Uniform Evaluation Gary W. 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