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I ABBREVIATIONS AF.F. ABOVE FIN15H FLOOR EXG, EX15TING PKG. PARKING ACC, ACCE55 EXT. EXTERIOR PTN. PARTITION A.P. ACCE55 PANEL F.B. FACE BRICK PV. PAVE(DXING) ADO, ADDENDUM F.O. FACE OF PVMT. PAVEMENT ADH. ADHE51VE FAS, FA5TEN(ER) PED. PEDE5TAL ADJ. ADJUSTABLE FN. FENCE PERI. PERIMETER AGG, AGGREATE RGL. FIBERGLA55 PLA5. PLA5TER A/C AIR CONDITIONING FIN. FIN15H PLAM. OR P.L. PLA5TIC LAMINATE ALT. ALTERNATE FFL. FINISH FLOOR LINE PL. PLATE A3. ANCHOR BOLT F.E. FIRE EXTINGU15HER P.V.C. POLYVINYL CHLORIDE APPX, APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLA514ING P.5F. POUND5 PER SQUARE FOOT AD, AREA DRAIN FLR FLOORING) P.S.I. POUND5 PER SQUARE INCH A5PH, A5PHALT FD, FLOOR DRAIN P.C.G. OR P.C.CONC. PRECAST CONCRETE A.T. A5PHALT TILE FLUB FLUORE5CENT PFB. OR PREFAB, PREFABRICATE(D) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN. AWNING Na FOUNDATION RAD. RADIU5 55MT. 5A5EMENT FR. FRAME(DXING) RLG. RAILING BM, BEAM F.5. FULL 51ZE REF. REFERENCE BRG. BEARING F.B.O. FURN15HED BY OTHER5 REFR REFRIGERATOR B.M. BENCH MARK FUR FURR(EDXING) RE. OR REINF. REINFORC(EDXING) BVL. BEVELED GA GAUGE RE5. RE5ILIENT BIT. BITUMINOU5 G.I. GALVANIZED IRON RA RETURN AIR BLK BLOCK G.C. GENERAL CONTRACT(OR) RV5. REVER5E (51DE) BLKG. BLOCKING GL. GLA55, GLAZING REV. REV151ON(5), REVI5ED BD. BOARD GLB. GLA55 BLOCK R.O.W. RIGHT OF WAY B.S. BOTH SIDES GD. GRADE, GRADING R. R15ER B.W. BOTH WAYS G.B. OR GYPBD. GYP5UM BOARD RD. ROOF DRAIN BOT. BOTTOM HD. HARD RFG, ROOFING BR. BRICK HDW. HARDWARE RM. ROOM BLDG. BUILDING HDR. HEADER R.O. ROUGH OPENING GAB. CABINET HTG. HEATING RBL. RUBBLE CPT, OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING 5CH. 5CHEDULE G511T. CA5EMENT H.D. HEAVY DUTY 5NT. 5EALANT C.I, CA5T IRON HGT. OR HT. HEIGHT 5TG, 5EATING C.I.P. CONC. CAST -IN -PLACE CONCRETE N.C. HOLLOW CORE 5EC. 5ECTION C.B. CATCH BA51N NM. HOLLOW METAL 5HTHG. 5HEATHING CK. CALK(ING) CAULKING) HORZ. HORIZONTAL 5HT. 5HEET CLG, CEILING N.B. H05E BIBS 5H, 5HELF, SHELVING CEM. CEMENT I.D. IN51DE DIAMETER 51M. 51MILAR GM. CENTIMETER(5) INS, IN5ULAT(EDXION) 5KL. 5KYLIGHT GER CERAMIC INT. INTERIOR 5L. 5LEEVE C.T. CERAMIC TILE JT. JOINT S.C. 50LID CORE CRAM, CHAMFER J5T. J015T 5PC. 5PACER CIR. CIRCLE KIT. KITCHEN 5PKR, SPEAKER CIRC. CIRCUMFERENCE K.O. KNOCKOUT 5PEC. 5PECIFICATION5 CLR, CLEARANCE) LAM. LAMINATED 5Q. 5QUARE CL5. CL05URE L.P. LAMINATED PLA5TIC 55T. 5TAINLE55 STEEL COL. COLUMN LAY. LAVATORY 5TD, 5TANDARD COMB. COMBINATION LT. LIGHT 5TL. STEEL CONG. CONCRETE LTL, LINTEL 5T0. 5TORAGE C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD 5TRL. 5TRUCTURAL CX. CONNECTION LIV. LIVING SUS. 5U51PENDED GON5TR, CON5TRUCTION LVR LOUVER TEL. TELEPHONE CONT, CONTINUOU5 M.H. MANHOLE TV. TELEV15ION CONTR CONTRACTOR MFR MANUFACTURE(R) THK THICK(NE55) C.J. CONTROL OR GON5TRUCTION JOINT MA5. MA5ONRY THR OR THLD, THRE5HOLD CORR CORRUGATED M.O. MA50NRY OPENING TdG. TONGUE AND GROOVED CTR COUNTER MATL. MATERIAL T.O.C. TOP OF CONCRETE CR5. COUR5E(5) MAX. MAXIMUM T.OF. TOP OF FOUNDATION CF, 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. UNFIN15HED DER DEPRE55ED M. METER V3. VAPOR BARRIER DET. OR DTL. DETAIL MM, MILLIMETER VERT, VERTICAL DIAM. OR ? DIAMETER MIN, MINIMUM VIN. OR V. VINYL DIM, DIMEN510N MIR MIRROR V.T. VINYL TILE D.W. D15H WA5HER M15C. M15CELLANEOU5 W5CT. WAIN5COT DR, DOOR MOD. MODULAR W.T.W. WALL TO WALL D.N. DOUBLE HUNG MLD, MOLDING, MOULDING W.H. WALL HUNG ELEC. ELECTRICAL) Of, 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.N. OR O'HEAD. OVERHEAD WD. WOOD D.T. DRAIN TILE NL. NAILABLE W.R. WATER RE515TANT EQ. EQUAL PNT. PAINTED) W.I. WROUGHT IRON DWR. DRAWER NOM. NOMINAL W.WM. WELDED WIRE ME514 E5T, E5TIMATE PNL. PANEL W. WIDTH, WIDE DWG. DRAWING N.I.C. NOT IN CONTRACT WIN, WINDOW EXH, EXHAU5T PAR PARALLEL EF. OR EAR EACH FACE N15. NOT TO SCALE ALL WORK SHALL COMPLYuL�0 OODE�R�AILIN S FLORIDA _ CODE NA?IONAL ELECTRIC COIF, AND TME OF ZEPHYRHILLS ORDINANCESp�p►N°° REVISION LOG 4/9/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT LOT 09 BLOCK 09 SILVERADO 6407 COBBLE BLISS STREET ZEPHYRHILLS, FL 335 1 LE N NARSM 2277 - LEFT INDEX OF DRAWINGS SHT. NO. DESCRIPTION CS COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES 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 BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR.IDA 34677 813.925.1300 TEL 813 . 92S . 1800 FAX W W W.I]AVISBEWS.COM TAMPA • DEN1/Eii- � EST. 1994 rm,62- Flul"I'mili'l, VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 A/NDREWJ. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 Z o N 0ur) o >c! Mo u Ln � o " LL CL In Q U Q� Z w Wo J q �o J 0z �o L Ow a� w¢�� L)z00 zUzzz =o�z a° o� 0 �LL LLo w oN zz z00 W zw Z 0 w gb � g 4� > O � J z w ° Q Qce 0 w W ��° w°awLL U Q � Z � O D o zaLL� N UJ H Y i� 0a0¢~ z - N °oaWZ Z N N u L-�aS J+-1 ¢�zz �82Q u..i u.i N Lu z g uj o Q Q 00 Z Z 01 o00 g g J� � aom n m a 0- SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. imo SHEET NO. DAVISc s F M� TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BLK OPNG MULLED PAIRS SH 12 20 X 26 SH 13 20 X 38 3/8 SH14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH12 18 1/2 x 25 1/4 SH13 18 1/2 x 37 3/4 SH 14 18 1/2 x 50 SH 145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BLK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 1_1 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 311/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM ..RANI.. 4 p �O.••��c FZ N cc q• NO •'�_ STATE OF ��o�F ��ORIOP �cr�•, STRUCTURAL_ NOTES lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL V55." TIED TO THE BOTTOM PLATE W1(2) 51MP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BA5E. 33 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH NTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2x10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) 1 3/4" x 11 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/ 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 EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE/LIVING) LIVING GARAGE ENTRY TOTAL 50. F DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAN4PA • DEN\/ER- EST. 1994 r�_- 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 vf 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 i O Z C) Oar, 0 Fes-+ M O o��� d Ln L U- Q U Q� Z � � w Wo J O d- Oz �o Low aCL w¢�� z 00 uz 0�f2o zu < =o�z 0- J a �LL. o � w 04 z @ Lu z z }o o zw z oLu 5 o " O ~ � U cn 0 J z Lu U. mace 0wo E ce ^ �o W w a w w Z wOj O r �"�� zdwU (�I in zu� LuIw-Ya Z 00 oo~z aw w Lo (� "<agLc MR< W W N"z� w w 00r_q Z Z °�Q0 m ll Q W O 00 Z Z 10 g g om SC LE : AS NOTED 2210 5.F. DA 4/9/2019 (Oil 5.F. VER ION NO.. 2939 5,F. 100 EET NO. FLOOR PLAN - A SCALE: 1/4" = 1'-0' 101 WIN, KITCHEN ISLAND BATH 2 MIRROR /r LAv. LAv. OWNERS BATH KITCHEN v N INTERIOR ELEVATIONS SCALE: 1/2" = I'-O" y Ila DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLOFUDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVER EST. 1994 O CD N O-!'O Z> ii M O M L O Ln M Q U Q00 Z z p w w0 J l0 d' O Z O zLU L z¢ O¢ imm.4 wQ8 Zoo F-<z u< Q���w J a aL�a Owco wN L1J z 0 Z z y0 0 J zW z 0 LU g� � > O U to 0 Z 0 ` wOQ r� �a 0 w 0"-LL O Ol ww U Q z Z O W g r O zozwv w w Q ���0 z I N z w � (� �� w°o a a o �¢cnp —i ,-I j oo 0 7E o ow� di Lij U-) O Q Q Z)LL 00 Z Z °�0 CO Z Z a0 0 m g g pm SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. 2 or co TEXTURED — CEMETITIOU5 FIN15H ON CM.U. (TYP.) FIN15H FLOOR LINE 12 5[---_ TEXTURED FIN15H 2'-0" 5TUCCo ON 5HEATHING (TYP.) TOM. 12 5F�77__ G.G. vERIFY FA5CIA CALL -OUT (TYPICAL) FIBERGLA55 5HINGLE PER COMMUNITY SPEC (5EE 5TRUCT.) F5 1"x8" 5MOOTH TEXTURED TRIM / BAND "A" 5MOOTH ,TEXTURED TRIM / BAND TEXTURED FIN15H 5TUCCo ON 5HEATHING (TYP.) ■■ - a��aaa�aa MINIM!a ,■ '■ a �'�■ ��,a a Ala '�■ ��� ',a a 'a 5� 24" 1, 2'-0" ❑ L �I ( F5 LEI FRONT ELEVATION — A 5CALE: 1/4" = I'-0" FIBERGLA55 SHINGLE PER COMMUNITY 5f (5EE STRUCT.) DECORATIVE BRACKET (5EE DETAIL (TYP.) 12 a5 F20 (TYP.) 1116"x8" 5MOOTH TEXTURED TRIM / r BAND r TEXTURED CEMETITIOU5 FIN15H ON CM.U. (TYP.) —7 �l/ 25-5H 25-51-1 TEMP, FIN15H FLOOR LINE * EGRE55 * EGRE55 GRADE LINE (A55UMED) RIGHT ELEVATION - A- 5CALE: 1/4" = 1'-0" F5 a5 ZTEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYR) TOM, HDR HGT. TEXTURED CEMETITIOU5 FIN15H ON CM.0 (TYP.) FIN15H FLOOR LINE GRADE LINE (A55UMED) IN a T.O.M. J HDR HGT, _FIN15H FLOOR y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DEI*T\/ER EST. 1994 �,, III III 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 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 11 O Z CD N 0 N I� +-' O �U)MO �V;ro L0 �70 �Lo Q Qom.. M Q U Q00 Z � � w wo _j C) J oZ L �o z Q O z� H ua ., EZ 80 0 Q ZLZa _ � w Z ce W0 C� L o U Lu N c- W O WZZ w Z W zuj 0 � > L10 ~ o V) Q Z z w�a N Qo IL O' rL wa�� w O , o Z o0Fr UZo N LU o Y a Q 0 a��o I..L ~ Z � (� Ooa"'z Z N N u_ " ;¢S J � a~ZZ �gOa ,--I W ditLU w � Q Q ¢ o 0EL 0000 Z Z CY o CO Z Z Q�o o �' g : o m r, m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. FIBERGLASS SHINGLE PER COMMUNITY SPE 12 (SEE STRUCT.) 12RAiVII(,q� `P� �GENSF•�0����i =y• 0.8 23 •Z= LINE OF INTERIOR * '* VAulr 12 3o t.OM. T.O.M. A' •,. 4OR1� HDR. HGT. ����I11111111�1� /TEXTURED EXTENDED - CEMETITIOUS OVERHANG TO BE FINISH ON C.M.U. CENTERED ON TEXTURED ro ITYPJ S.GD. CEMETITIOUS FINISH ON G.M.U. ITYPJ 25-5H 35.51-1 35-51-1 35-5H FINISH FLOOR LINE * EGRESS TEMP. EGRESS * FIN15H FLOOR LINE GRADE LINE (A5SUMED) REAR ELEVATION - A SCALE: 1/4" = I'-0" R/S 12 a5 12 a5 5[ FIBERGLASS SHINGLE PER COMMUNITY SPE (SEE STRUCT.) I 2'-011 TEXTURED FINISH STUCCO ON SHEATHING (TYP.) T.O.M. HDR. HGT_ ZTEXTURED GEMETITIOU5 FINISH ON G.M.U. (TYP ) I/2 34-SH. FINISH FLOOR LINE FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION - A SCALE: 1/4" = I'-0" i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLOR.IDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENN/ER. EST.1994V VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 A,NDREWJ. 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 R3010F THE FIL A 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 II O Z CD O O >(,!)MO � U-) 5-a)�2Ln L_ LL Q oC U Q 00 Z ro w Z o I- wo J � mi 0Z O � L� Lu rr^^ VJ a� 0 WQwy u400 zu < �o�z Q �C�U) a a�Lo O LL W LL'N moo zz r0 2: w OU H F--I ce-i w�J a N z Q Q z owo o L o LL u < 2: o �Wo� z<LLu W°zQ 0 z N W < 0 I =' � �8O¢ W di �Luw� i Q Q =) O 0000 z z <o LL ° 44 00 z z ado o IV g g om r-, m a 0- SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. iso SHEET NO. K)- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 06WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET } HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ip, EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THERMOSTAT jn ELECTRIC METER J� ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN N()TF.q. I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRU AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATE5. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, 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 IGF.0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F05SIL-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. METER 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D TYP. *%4 AND 12 COPPER TO REFER To FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DI6C, PANEL AMPS. REQUIRED 010 COPPER To WATER HEATER UNDERGROUND 18 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN - A- BEWS DESIGN GROUP 150 STATE STREET FAST OLASMAFZ, FLORIDA 34677 813 . 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 � DAVISO�O�O MGo Ln N Ln ca.L-UQQ E �Z �W WoZ) oz o zQwQcUzoO Q U a Q U =o�zJLu�pUwu-ZU zoQu O w WzZ J W>O_j c U cnO wff p¢ O <-¢ wJ CL`L wa�oU ¢Zw0C�¢O0 � LLuY< 1 �Z (� Q po cy WZN LuJgoaW W ; wo Q Q Z)0000 Z Z U)00 Z Z a�o0 o mr-, m a aSCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 1.0 SHEET NO. 4 I EXTENDS OVERNAr CENTERE 5.riD. ROOF PLAN - A SCALE: 1/4" - 1'-0" MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2939 SQ. FT. / 300 = 9.80 SQ. FT. X 144 = 1411 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 705.36 SQ. IN. AR FEET OF RIDGE VENT = 20 LINEAR FT. :F-RIDGE ROOF VENTS REQUIRED = 3 %L SOFFIT VENTILATION NEEDED 101 SQ. FT. F CALCULATIONS BASED ON THE FOLLOWING 18 SQ. IN. PER 4 FOOT OFF RIDGE VENT i SQ. IN. PER LINEAR FT. OF RIDGE VENT SQ. IN. PER SQUARE FOOT OF SOFFIT VENT VERIFY QUANTITY OF ROOF / SOFFIT VENTS TIRED, PER MANUFACTURER'S SPECIFICATIONS ET FREE AREA PER VENT. N�CtANIK d �� pP �GEN •FO��i ya,'�' • � moo. a01. BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLOR.IDA 34677 813 . 925.1300 TEL 813 . 92S . 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. � EST. 1994 � zi 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 00 > mcMoo vo M � ¢ z V) CLLL c� � v Q00 w Wo J � l0 J O= Z 0 �o z Q a� wQ�� �MUU ZLuQQ =0 z LLI � M J aa Lu co � o OU W ���- N O W O Z O U O z `z Z 'o g L4� > F_ O U cn z 0 z w 2 a Qce Wo a Lu U Q Z LL EQ'O QZ 0 Z U ci ^ 0 Q00 I—xF' 00w w 1Nn N "<ag �a�o -j '� �goa W ,--i W W U' w Z � o ¢ ¢ Lu a�� 0000 Z Z CY o m I g <�0 a w U 0 m a a om SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. in-0 SHEET NO. DAVIS501 NOTE: 0 WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GA5 PREVALENT AREA5, APPENDIX "E!' OF THE 6th EDITION (2011) FLORIDA BUILDIWG CODE 15 TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE ARE45 TO BE A MINIMUM OF 3000 P.5.1. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.5.1.5HALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE STRENGTH. 0 5EE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L P0150NING, W.W.M. PLACED IN I/8" 5AW CUT x 1/4" 5LA5 UPPER 1/3 OF SLAB THICKNE55 WHERE SHOWN OR FIBERME5H ON FOUNDATION PLAN REINF. (5EE PLAN) o o o e a �jj! CONTROL JOINT DETAIL N.T.5. S CONT. REINF. SEE FOUNDATION FOR QUANTITY Sx25"x25" CORNER e a BAR ONE FOR EACH HORIZONTAL REBAR e e TYP. l UN.O.) • • ALTERNATE THE REINF. BARS 5HALL BE CONT.AROUND CORNER BY COLD BENDING THE BAR W/ MIN, BAR LAP 25" TYP. CORNER BAR DETAIL I 54'-811 61_/f11 4'-4" 5'.4" 1, 6'-01' S' 0" Y-10" 4'-011 3' 8" Y-1011 51 rn11 51 411 4'-0" 41 _411 41_a11 11_411 21-011 t N.B. I I I U I Q I I I I I M I I l I x I I I I I ■ I I I C II I I I I I ? �F� I I I I ISI v I m I � I ■ I I I I I I I I — G 24"661 A? D. e--}---------------------t-------------------------- I --------------------------- 1---- ------ -------------T----- ------------r------------------ - CONG.FTG.W/ L 231-311 I (3) r5 BARS E.W. I I I I I I I ■ I I I M I I � I I I I I I ■ ■ I/�!J / 7z/ al-z"_L YZE��/E ct I W N _ I i ■ 8"x8" FTG. W/ ■ I 30"x 30"xl2" D. GONG. I I I � I/2" RECESS I FOR ENTRY PITCH I - "5 CONT. 8 I 53 FTG. W/ (3)'S BARS E.W. i 53 I I I I 114' _ I/8" / FT. 1'-011 i I 33' 0" i 8" � a, PITCH I/8 /FT.z w \- L r v fY I in p I I I - — INa� } m ( I I T G J. ■ I ■ ■ 11 ---------------------- -- ------ ------------- ------------------------------- -- ------------- f — —i --,___ _ GONG6 w- I i i i I I 2 -4 3 -0 PAD ■ ; ELEVATION AT 0'-0" (A55UMED) i i I I CL I 53 i 16 xl2 D. 3.5" THICK, 2500 OR 3000 P.S.I. I PITCH"x36" I a CONC. FTG. W/ CONCRETE 5LA5 ON GRADE W/ i I `l I `" I I/V / FT. i I a (3) 05 BARS E.W. M I 6x6 W1.41111.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR } ■ I BARRIER ON CLEAN, WELL I 1 I IL —_ -j " i i 7[ I I I "' TYP. AT ONE STORY @� COMPACTED, TERMITE TREATED, I I ILu(5EE JJ/53 FOR STEM GRANULAR FILL. \ II a I WALL OPT.) 23'-811 V 53 _ - C.J. I ------------------------------------------- I I G.J.- I' ----------------------------I------------ � � - C.J. I ------�- -- ----------------------------------------- G.J. ■ i i I II ' I I i 30"x 30"40" D. CONC. III I I I FTG. W/ (3) 05 BARS E.W. UL_J I c1l K I 10 S3 v n� % I r cO I I CJ. ; i C J. a ------------------------ ----,— �'---------------- 19 -6 -- -----I— I� ----------------------- -= 1� ---- 4 -6 15 6 ---------------------------------------F--I II------------- 20 6 _ _ TYP. AT ONE-STORY I I I lSEE JJ/53 FOR STEM ■ i i i I i WALL OPT.) e 36"x6O" SHOWER PAN i I i 53 (VERIFY DRAIN LOCATION) 1" l u 14 111 14 -3 1" 2 -3 I 2 -4" I I I I I I r DPT. F 6FT.— I II i i i i ( DRYER I I WASHER M — T�II���I I �;— L =JL_=J�_I���� ——�— GONp I ������-- _ I � — — — � I —2x6 WALL— — - e N 42"x42" A/C PAD 4'-411 4'-0' I. 4'-0" I. 4'-911 I. 2'-II" 0 A 53 TYP. AT ONE-STORY (5EE AA/53 FOR STEM WALL OPT.) 5'-411 5'-411 51-411 o ■ INDICATES 115 THE FOUNDATION 5Y5TEM HA5 BEEN DE5IGNED U51NG A MINIMUM I INDICATES 2 15 501L BEARING CAPACITY OF 2000-P5F (R401.4.1 FBCR). FOUNDATION - A 5G4LE: 1/4" : I'-0" DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSM)U,FLOIUDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAV4SBEWS.C.OM TAMI'A • L]ENVER. EST. 1994 III oil 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 /ANDREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY IIl O O Z N O �7. O M p 0 o U-) z 01- 2: a)O L Q u- H z < U Q00 z § E" Z � w Wo J O oz LLJ �o << z a 0. W a w w Uz00 zLu< oW J a� CL Lu UO W z N co z r U zw p O �� > 0-1 o U cn 0 J z W L z ,0Wo ocl �� W zu� � O a�z � a F� za2om O Y N 00 1� 11 aoa Z i V Oo ~z z N fV °aao tii L NLuw� o Q <Q =oo 0000 Z Z CY J Y co 0 Q 7 om rn m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. loo SHEET NO. C7 (7 C7 c_ L v, L,J cn 5PECIFICATION POP, LEDGER5 (THE FOLLOWING SMALL APPLY UNO) LEDGER A (LA) - � 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP, UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRU55E5). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 5YP, 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TNI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 5YP. (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W15IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 5YP. (2) 2x8 PT W1(4) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - � 5YP. (2) 2x12 PT W/ 5/8'I DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 02 SYP. 2x8 PT W/ 5/0" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRUSSES). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 SYP. (1) 2x8 W/ (4) 5IMP50N 5D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - � SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/NUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 5YP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W1(1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - 1`2 5YP. 2x4 PT W/ 1/4" DIA, X 3" TAPCON5 AT 4" O.C. STAGGERED W/(1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W10.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - 02 5YP. 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 51MF50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U SIMPSON 143 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C D OR H 5IMP50N HU/NUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY URO. 0(01118 L C_ L 1 Ul w . X) _J7 CJ1 =J7 =J7 =J7 =J7 J5 X� o ~ Q w w Q w CL �l Q w (Y Q o Z 21- cz w Q CJ oz� >-u U a_� W 'tNJ M C1 Y — ww J q PA = N 0 LfW (� u D CJ EJ7 EJ7 EJ7 2J3 X Z c� - EGi - ry w U I TJ1 J U I EJ7V EJ3A EJ 3A L EJ7VF EJ7 E, J7V EJ7VG J "' a N2 VAULT 7VC 7VB Ej ~ Q Q a_ E. E, 7VA �wQ!� L` Q a 1— E� Ll_ o �Js z 1 E. � EJ7 Fl w _ LL_ I-1 o0 E_ __J7 � E. EJ7 E_ EJ7 EJ7 E_ EJ7 C. CJ1 C_ CJ3 C,. I I If If It D _ Ftd Z�+ L L_ L D D D D �O CO 0� _ R D - w u < C < < < < < < CJ1A Nam, LD 14- 61 � ENO � J ~QPG JW\ =moo ~3 A a Q ce 3e C7 L� CJ1B yv� 7 D D D D D cn D D D D N c_ L � < < < < < < < I cn Ul w 7 7 7 7 7 7 7 7 7 3 5 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTORS CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - l0d 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 - Bd RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - Sd x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d x 1 112" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 I8 - 10d x 1 1/2" RT16A 1380 1160 9- 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" J HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTTS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" 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 LG72 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TTENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS HTS20 1 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1061 601 12-10d SFT24 1030 - 12-10d HCP2 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 = L/480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 2-0-0 MAXIMUM 5PACING ON VERTICALS OF (E) TRU55E5 ;�I I OR 2 PLY CARRIER I-a-O CLEAR GAP BETIUEEN (E3 TRUSSES (• *)FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*) INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT Of) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRU55 TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER (A) _ NAILS AT 40" OC *. W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED NIP PLANING TRUSSES, (B) 2x4 5YP NO, 2 OR NO.2 PT STICK LUMBER (LAID FLAT W15E) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI, STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRUSSES OR AT TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: 5EE SHEET D-I FOR ROOF FRAMING DETAILS NOTES: I, (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.C. ALL TRU55 TO MA50NRY STRAPS TO BE O U.N.O. • ALL TRU55 TO FRAME STRAPS TO BE O U.N.O. `g,NNIK,q�F � GENSF / ii co:' NO. S 3 •y = STATE OF w • F� OF ss %l(�N � 1/4/111110\\\ ROOF FRAMING PLAN - A I SCALE: 1/4" - I'-0" Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBE VS.COM TAMPA • DENVER. w-a EST. 1994 III 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 4�e DREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY !I CD Z CD O N 0 4-Jo cn M o C)�) (13L a U) Q U- Q M QV ca. 00 `-� ww o F- oz �o uo z Lu¢�� u z 0 0 oLu = 0 w z �0�LLI _j ZawO- c�o 0U Lu N C°zuj z0 r U o a gw Z a > z O,,� H V l af J z w°a z Iwo Wau_o u 2:Z oa°o N O -U0,Yu Z (� O °o~z aw Z N N �/ ��ag LL : ~o O ,--I di � o Lu z o Q Q a�� 00 Z Z Ln P 00 Z Z co a o 0 � :5 S om r, m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 701 OO (MIN.) @IMIN.) r /ll'IIN./ 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-OB/1T 8RF6-OB/IT O 8F12-1B/1T8F8-1B/1T O O • • • • • • • • � 8RF14-1B/1T 8RF14-OB/1T 6F16-OBI1T 81716-1B/1T O OO O O 8F20-OB/lT 8F20-1B/1T 8F20-1B/2T . O O d y • • • • • • • • • • • • • • • • • • • • 8F44-1BAT 8F40-OB/1T 8RF40-OB/lT 8F32-1B/1T 8F32-OB/1T 8RF30-IB/lT 8F28-OB/1T 8F28-1BAT 8F24-OB/1T 8F24-IBAT ® @ @ @ @ O @ @ @ O TYPE DESIGNATION ° #5 REBAR AT TOP Q MIN. (1) REQ'D F = FILLED WITH GROUT U = UNFILLED a 1-1/2" CLEAR R = RECESSED _ < • a — QUANTITY OF #5 REBAR AT :D u w C.M.U. BOTTOM OF LINTEL CAVITY a J °a ° a z 8 F 1 6 T 1 B/ 1 0 '^ GROUT I'll L QUANTITY OF #5 O L #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 7-5/8"ACTUA PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S �� wiIIIl/ ol/ �.�Rp,NIKq�� �� oP•'��ENgF••.0��,, r co): NO. 86623 9Z -o T� LINTEL PLAN - A 5GALE: 114" - I'-0" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDS1VtAR, FLORIDA 34677 813.92,5.1300 TEL 813 . 92S . 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. ---�-� EST. 1994 r�--� III 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 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 I O Z a (� M O uj (0 LI) � Ln Q �M Q U a00 Z § � w w0 J O l0 J D 0 Lo z Q w Ez00 of zLu< u l z ce � � J a0 a�ao oUw1N co o�0 z0 q U � w Z Q a L�l 0> z OO Lnn W z Wz man two 2.LL waU-0 U Q 2 O W � ce 0 ch O Q L 0 O z LOU Z U w w Q z 00 N z ~C~z �w w r%j N J °�ao -J jo0¢ o O dj L1J � "LLJ zLjj M O Q Q =Q� 0�0 Z Z °_jo CO Z Z ' i 0 ' m '-I am � m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. loo SHEET NO. 801 OPTIONAL OVERHEAD SERVICE SAME AS 150 = 01 COPPER OR 2/0 ALUMINUM UNDERGROUND 150 OR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT, METER TYPICAL A/C MAIN D15G. ELECTRICAL DISCONNECT 150 OR PANEL REFER TO FLOOR PLAN FOR 200 AMP 012 COPPER TO APPLIANCES AND GFI NOTED AMPS. REQUIRED 114 COPPER TO LIGHTS AND OUTLETS 010 COPPER TO WATER HEATER UNDERGROUND SERVICE S COPPER TO RANGE BY POWER COMPANY 06 COPPER TO HvAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEG. INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NFPA 10-08, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY STAIR NOTES RAILING 5ALU5TER5 SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 5HALL BE GONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 54FETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCESSIBLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR 5URFAGE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. RESIDENTIAL 6th EDITION (2011) - R302.1 AND R302.11 5TAIRWALL FRAME NOTE ALL STAIRWELL SURROUNDING WALLS AND KNEE WALLS ARE TO BE FRAMED AT V' O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION, CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES BENEATH HABITABLE ROOMS 5HALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE I'X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. DUELLING / GARAGE OPENING5: I. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/8" IN THICKNE55, SOLID CORE (5.C.)OR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 1 3/S" THICK, OR 20 MINUTE FIRE RATED DOORS, 2, ALL DOORS 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 MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST NAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. WINDOW INSTALLATION: WINDOW5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. TERMITE PROTECTION: I, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRADE FLOORS 5HALL NOT BE OF GELLUL06E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL NAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. = CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. TOP RAILING NOTE: 5UBFLOOR ADHESIVE 15 U5ED IN ADDITION 54LU5TER5 TO NAILS ON WOOD COMPONENTS. MAX 5PACIN6 4" 1 X 8 PAINTED WD, CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO OGEE STOP THE SIZE OF A 2 X 12 S.Y.P. AND 16 NAILED TO EACH TREAD W/ 166 NAILS FROM THIRD LAMINATE TO TREAD- OPT. 2 X 2 BLOCKING NAILED / TO TREAD AND RISER, 3-2 X 12 STRINGER 2 X BLOCKING NAILED TO STRINGER, Z+ 3/4" R15ER5 RISER, AND TREAD. + 2 X TREADS} RIP FROM 2x12 I X 5PRUCE 03 OR 3/4" GDX. + + + TO SIZE NOTED ON PLAN PLYWD. RISER, 2 X SOUTHERN YELLOW PINE 01 (ACTUAL THICKNE55 15 1 1/2") TREAD. TYP. OPT. RAILING ELEVATION SCALE: 1/2" - I'-0" NEWEL POST TOP RAILING BALUSTER 4" O.C. SHOE RAIL (REMOVE W/ METAL SPINDLES) I X 8 PAINTED WE). CAP OGEE STOP 3 OPTIONAL &MMN5-aw;� CLOSED RISER DETAIL SCALE: 1/2" - 1'-0" CARPS CARPS TREAC R15ER 2 X 4 WALL 1/2" GYP BD. 3/4" 5KIRT BD. 2 X 4 SPACER 2X12 STRINGER TYPICAL STAIR FRAMING DETAIL B SCALE: 3/4" = I'-0" GENERAL CONSTRUCTION NOTES CHAPTERS AND 5ECTION5 REFER TO F.B.C. RESIDENTIAL 6th EDITION (2011) MECHANICAL AND HYAC I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHE5 (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING 5Y5TEM. THE5E PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15ION5 OF 5ECTION5 MI411.3. EXHAUST FANS AND VENTING (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM 5ATHROOM5 AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A GLOTHE5 DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS "TH15 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN.(' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBC, ROUGH- IN INSPECTION REQUEST NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INGH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2. WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R312.2, INSULATION NOTES • GMU WALL5:=---- R-FOIL 4.1 • KNEE WALLS THAT BACK UP TO CEILING • FRAME WALLS:-------- R-13 AREA ONLY: --- =------ = R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URVEY NOTE A FOUNDATION SURVEY 5HALL BE PERFORMED AND A COPY OF THE SURVEY 5HALL BE ON THE SITE FOR THE BUILDING IN5PECTOR'5 U5E, OR ALL PROPERTY MARKERS 5HALL BE EXPO5ED AND A STRING 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 GAS APPLIANCES IN RESIDENTIAL GARAGES: MINIMUM 3" DIAMETER 5CH 40 5TEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT, ABOVE FINISHED FLOOR, GENERAL NOTES • DUE TO VARIATIONS IN CITY REQUIREMENTS, SUBDIV1510N 5PECIFICATION5, CONSTRUCTION TECHNIQUES, DIVERSITY IN MATERIALS, AND PLAN REV151ON5, ALL DIMEN51ON5 AND ELEVATIONS MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. • ELECTRICAL LOCATIONS 5LIM ON DRAWINGS MAY BE CHANGED AT THE 50LE DISCRETION OF CALATLANTIC HOMES OR IT5 LICENSED ELECTRICIAN IN ORDER TO COMPLY W/ NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODES. CALATLANTIC HOMES WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLETS AND / OR 5WITCHE5 5HOWN. • ALL PLUMBING DIMENSIONS ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR 5LA5 EDGE. IT 15 THE RESPONSIBILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF ALL PLUMBING DIMEN61ON5. NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN TH15 5ET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0'I NIGHER THAN THE ROOF OR RIDGE THAT 15 10'=0" AWAY OR CL05ER. TUB AND 5HOWER ARE45: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH 45TM 0280, C1325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION6 SHALL BE U5ED 45 BACKER5 FOR WALL TILE IN TUB AND 5HOWER AREAS, AND WALL PANELS IN 5HOWER AREAS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 346T7 813.92,5.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. <-=-�--a EST. 1994 � i 0 z o ON o (/) M O ���U) tn Q CL M oC V Q 00 z��� w wo J � ko d' J oz �o �s W� za z� <a w Q a . ^ oQ�O LLJ F--1 o W z y _l d � LL O UU w N w mWo o� zz rg zW z z g 0 �� Ov p Q Ow Cn w oC z Q�w Q O \ z LLJU z o0 w z F- z � � � m z ° g W � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. ino SHEET NO. DT1 DAVIS I n n, l-) 3 1/2" (-) 3 112" SLOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL SCALE: N.T.5. FINISH FLOOR OVER SHEATHING OVER WOOD FLOOR 5Y5TEM PER PLAN -WALL PER PLAN P.T. 2 "x4" CURB -TILE PER 5PEG SLOPE MUD TOWARD DRAIN �I FLOOR DRAIN \ WATER PROOFING MEMBRANE SHOWER CURB DETAIL @ WOOD FRAMED FL SYS. SCALE: 3/4" = I'-0" OPTIONAL L15TELLO TO BE CENTERED ON NICHE ONLY AT REAR OF NICHE BUT NOT ON 51DE RETURNS D I WIN C? I ULJ� {d I HLL I UD/0HW7r. WALL5 - TYP. ALL TUB/5HWR5, NICHE AT BATH SCALE: N.T.5. FIN15H FLOOR OVER REINF CONC 5LAB PER PLAN — WALL PER PLAN P.T. 2 "x4" CURS TILE PER 5PEC 5LOPE MUD TOWARD DRAIN FLOOR DRAIN WATER PROOFING MEMBRANE RECESSED SHOWER DETAIL Cal CONC SLAB SCALE: 3/4" = I'-m" 3 1/2" DEEP NICHE DETAIL FOR OWNER 5ATH5 IF SHOWER VALVE 15 IN BLOCK WALL, THE NICHE WILL BE IN OPPOSITE WALL INSTALL 2x6 BLOCKING AT FIN. FL, BTWN STUDS AT ALL 5HWR. WALL5 s r TYP. ALL 5HWR5. r r � r � r � r r � r r rr Q Q C $,5EE DETAIL WPI3 ON 5HEET DTS FOR ALL NICHE AT SHOWER FLOOR CUR55 SCALE: N.T.5. FINISH FLOOR OVER REINF CONG SLAB PER PLAN — WALL PER PLAN TILE PER SPEC 5L0PE MUD 6" TOWARD DRAIN MI M FLOOR DRAIN 'D WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL @ CONC SLAB SCALE: 3/4" = I'-0" � z = 1/2 rRRN all RADIU5 = 12" RADIU5 . ARCH z z z U U U e 6 6 6 Q Q d 3'-6" AND 3'-1" TO 1'-0" 1'-I" AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN UPPER FLOOR NOTE: WHEN AN 8" AND 12" RADIU5 HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2'-0") THEY NEED TO ALL HAVE THE LARGER RADIU5. (IRNE). L 1/2 = = F RADIU5 z 12" RADIUS = _ ARCH z z z U U U U U U col C431 631 �60 3'-6" AND 3'-1" T01'-0" 1'-1" AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN MAIN FLOOR TYPICAL INTERIOR ARCHES SCALE: 1/4" = I'-0" 5HOWER HEAD PER 5PEG VALVE PER 5PEG - 5HOWER FLOOR PER 5PEG TYP. VALVE AND SHWR. HEAD DETAIL SCALE: 1/2" = 1'-011 11/2" THICK 3/4" THICK TEMPERED GLA55 W/ HARDWARE PER 5PEC'5 KNEE WALL PER PLAN z CURB PER PLAN > FLOORING PER PLAN TYP. SHOWER ENCLOSURE DETAIL 50ALE: 1/2" = 1'-0" SAND FIN15H KEY5TONE LIGHT FIXTURE PER 5PEC'5 MIRROR ADHERED TO WALL W/ MA5TIC IN5TALLED A5 PER MAN'F n, AND TO MEET 45TM 5TANDARD5 d 4" BACK 5PA5H PER 5PEC'5 BATHROOM VANITY PER 5PEC'5 n. FLOORING PER PLAN TYP. MIRROR AND LIGHTING @ VANITY SCALE: 1/2" = 1'-0" TOWEL BAR (IF APPLICABLE) 0 T.P. HOLDER RA15ED SAND FINISH FIN15H F.F. LINE TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL T4CKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL SCALE: 3" = 1' 0" 5EE SHEET DT6 FOR STUCCO NOTE5, NOTE: FRAME IN UNDER 51DE OF OPNG. W/ 2x ON IT 51DE RIDGE _ R.O. 3'-10" TILE 4' OFF RIDGE VENT HOLE 51ZE: 12"x46" RIDGE R.O. - 1� SHINGLE 110-1) OFF RIDGE VENT HOLE 51ZE: 10"x21" ROOF VENT DETAIL 5CALE: NT5 TYP. BATHROOM ACC. DETAIL v�6" MIN. WIDE ACROSS APPLY ACRO55 INSIDE FRONT FACE FACE OF BLOCK OPENING 1'-0" MIN, ABOVE 51LL �1'-0" MIN. BELOW 51LL ELASTOMERIC PAINTED SILL DETAIL MASONRY APPLICATION ONLY ROOFING MATERIAL 5CALE: NT5 FIBERGLASS SHINGLE: - 5YNTHETIC ROOF UNDERLAYMENT IN5TALLED PER MANUFACTURE 5PEG5 1116" APA RATED 5HEATING ASPHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT 5HINGLE5.- 45PHALT 5HINGLE5 5HALL BE IN5TALLED IN ACCORDANCE WITH F.B.C. RESIDENTIAL 6th EDITION (2011) - 5ECTION R9052.6 AND R9052Io.1. 2. ASPHALT 5HINGLE5 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 UNIT5 HORIZONTAL (2:12) UP TO FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II OR A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH F.B.C. RESIDENTIAL 6th EDITION (201) - 5ECTION R905,1.1. - FOR ROOF SLOPES OF FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12) OR GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II OR 45TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. 3. FA5TENER5 FOR A5PHALT 5HINGLE5 5HALL BE GALVANIZED 5TEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAIL5, MINIMUM 12 GAUGE. 12 ^r� PRE ENGINEERED WOOD TRU55 INSULATION PER COMMUNITY 5PEC5 AND ENERGY CALC5 HURRICANE ANCHOR AT EACH TRU55 5EE TRU55 LAYOUT ROOFING MATERIAL (5EE NOTES ABOVE) ELEVATION VARIE5 TOP of MA50NRY METAL DRIP EDGE 2x FA5CIA BOARD WRAPPED IN ALUM, 5EE ELEVATION FOR CLARIFICATION VINYL SOFFIT VARIE5 5EE ROOF PLAN SOFFIT AND FASCIA DETAIL N.T.S. DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMAR, FLOR OA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVEFt EST. 1994 F�v O zR ON .- ^o >C/)MO ro Lnn a L Q L fl. ^ M z < U a00 z § E w z�~ J O z o W� za z0. <a LL,acea ,^ oQ�O J z F--1 0 z J a 0. u- o OW N m z W Q oV) zz }o z Lu g z r7 O Lo� � H `_ OO QQ Q cj� F-- p� w to � w z oC a Q No w z .. O z (, Z z � Lu OU Q o oz z Q w 0 co z 0- W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT2 GENERAL F)RICK/5TONE NOTE5 (WHERE ARRLIGA5LE) BRICK/STONE 5HALL BE 5ELF SUPPORTING. MASON 5HALL PROVIDE ANGLE 5UPPORT AT OPENINGS 5UCH THAT IT 5PAN5 THE OPENING AND DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL 5UPPORT ONLY, AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP5ON TITEN HD ANCHOR5 9 24" O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM, ANGLE 51ZE PER B.I.A. AND F.B.C. CRITERIA, OR BY OTHER5. AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG 5CREW5 0 1? O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. AND FB.C. CRITERIA, OR BY OTHER5. BRICK/5TONE TIES, ANGLE5 5UPPORT5, AE5THETIC FIN15HE5 5HALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 A5 APPLICABLE, VORTEX ENGINEERING, LLC.15 NOT RE5PON51BLE FOR BRICK/STONE INSTALLATION INFORMATION, A5 BRICK/STONE DESIGN 15 BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREA5 HAVE BEEN A55UMED TO REQUIRE BRICK/5TONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UCH AREAS, AND LIMIT DEFLECTION TO L/600 IN THESE AREA5 FOR PURP05E5 OF BRICK SUPPORT, FOUNDATIONS HAVE BEEN 61ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE, BRICK/STONE AND ITS 5UPPORT EXCEPT A5 NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA514ING5, WEEP5, CONTROL JOINT5, AND ALL OTHER BRICK/5TONE CRITERIA 15 BY OTHERS. THE NOTE5 ABOVE PERTAIN TO CLAY BRICK MA50NRY AND NATURAL STONE. 51MULATED PRODUCTS AND VENEER5 5HALL BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 AND THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. CHEMICAL TERMITE TREATMENT NOTE5 I " A PEMANENT 51GN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL 5HALL BE PROVIDED, THE SIGN 5HALL BE P05TED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2, CONDENSATE AND ROOF DOWN5POUT5 5HALL D15CHARGE AT LEAST 1'-0" FROM BUILDING 51DEWALL5. 3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL R15ER5 AND SPRAY HEADS 5HALL NOT BE IN5TALLED WITHIN 1'-0" OF THE BUILDING 51DEWALL5, 4. TERMITE PROTECTION 5HALL BE PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING 501L APPLIED TERMITICIDE5, BAITING SYSTEM&, OR TERMITICIDE5 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 155UED BY A LICEN5ED PEST CONTROL OPERATOR 5. BOXED AREA5 IN CONCRETE FLOOR5 FOR 5U55EQUENT INSTALLATION OF TRAP5, ETC., 5HALL BE MADE WITH PERMANENT METAL OR PLA5TIC FORM5. 6. MINIMUM 6 MIL, VAPOR RETARDER MUST BE INSTALLED 1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 8. ALL BUILDING5 ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT. a A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICEN5ED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE 1551JED, THE CERTIFICATE OF COMPLIANCE 5HALL 5TATE "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE5. THE TREATMENT 15 IN ACCORDANCE WITH THE RULE5 AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CON5UMER SERVICES." 10. NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRA5H, ETC. 5HALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROP05ED BUILDING M/I SGD R.O. SCHEDULE SIZE "R.O. CMU (Flange)" "R.O. FRAME (Fin)" 5068 62 X 81 1/2 60 1/2 X 80 1/2 5080 62 X 97 1/2 60 1/2 X 96 1/2 6068 74 X 81 1/2 72 1/2 X 80 1/2 6080 74 X 97 1/2 72 1/2 X 96 1/2 8068 98 X 81 1/2 96 1/2 X 80 1/2 8080 98 X 97 1/2 96 1/2 X 96 1/2 9080 108 3/4 X 97 1/2 107 1/4 X 96 1/2 10080 120 X 97 1/2 119 X 96 1/2 12080 145 X 97 1/2 145 3/4 X 96 1/2 16080 (4-panel) 191 1/4 X 97 1/2 (from recess) 189 1/2 X 96 1/2 (from recess) 9080 POCKET 143 X 96 1/2 - finish 107 X 96 1/2 N/A 12080 POCKET (STD.) 194 X 97 1/2 - finish 144 X 97 j N/A 12080 POCKET (UPGRADED) 194 X 99 - finish 144 X 99 N/A RO HEIGHT IN BLOCK TO BE FROM RECESS WINDOW SCHEDULE Size "R.O. CMU (Flange)" "R.O. (Fin)" Type 13 20 1/8 X 38 3/8 18 5/8 X 37 7/8 S.H. 15 20 1/8 X 63 18 5/8 X 62 1/2 S.H. 22 38 X 26 N/A S.H. 23 38 X 38 3/8 36 1/2 X 37 7/8 S.H. 24 38 X 51 3/8 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. WALL PLAN VIEW 1 CONTROL JOINT DETAIL SCALE: N.T.5, 2x4 FRAI` WALL 1/2" DRY PAPER BACKED METAL LATH 3 COAT STUCCO FIN15H (CEMENT PLA5TER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATIONS 5HALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 STUCCO CONTROL JOINT DETAIL OVER FRAM 5CALE: N.T.5. 6 JIV 5CALE: N.T.5. SEAT IN CONCRETE 5LAB G�T 5 RE E 5LAB B TUCCO ZFRAME CONSTRUCTION 7 LATH 15 REQUIRED TO BE D15CONTINUOU5 BEHIND TH15 JOINT FRAME CONSTRUCTION MASONRY CONSTRUCTION CEMENT PL45TER(5TUCCO) 5HEANING BOARD 5ELF - FURRING LATH WATER RE515TANT BARRIER (2 LAYER5) LAP OVER WEEP SCREED AND BELOW END OF SHEATHING BOARD 6" 5ELF ADHESIVE MEMBRANE TAPE TERMINATE THE 5ELF-FURRING LATH 1/8" -1/4" ABOVE THE GROUND OF THE M.WW.5. WEEP 5CREED CONTROL JOINT STUCCO FIN15H A5TM 1063 1.11.4.1 CONTROL JOINT5 - CONTROL (EXPAN510N AND CONTRACTION) JOINT5 5HALL BE IN5TALLED IN WALLS NOT MORE THAN 144 FT. 5Q.(13.4 M 5Q.) IN AREA AND NOT MORE THAN AREA5 OF 100 FT. 50. (9.30 M 5Q.) FOR ALL HORIZONTAL APPLICATION5, THAT 15, CEILING5, CURVES, OR ANGLE TYPE 5TRUCTURE5. 1.11,41 THE D15TANCE BETWEEN CONTROL JOINT5 5HALL NOT EXCEED IS FT, (5.5M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 7✓ TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION, 1,11.4.3 A CONTROL JOINT OR EXPAN51ON JOINT 5HALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR WALL. 2 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.5. WATER RE515TANT BARRIER (CONTINUOU5 BEHIND CONTROL JOINT) 5ELF-FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORRO51ON WIRE TIE, OR 15 LB, TENSILE 5TRENGTH ZIP TIE 1/5" NOMINAL CEMENT PLASTER OVER FRAME CON5TRUCTION (5TUCCO) -5HEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME 5CALE: N.T.5. 5HEATHING TWO LAYER5 WRB 6" 5TRIP OF 5AF D15CONTINUOU5 LATH BEHIND C.J. PER A5TM C1063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV, WIRE TIE, METAL CORRO51ON WIRE TIE, OR 15 LB. TEN5ILE STRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DETAIL 5CALE: N.T.5. WHERE CEMENT PLASTER (5TUCCO)15 TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEA5URE5 5HALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PL45TER AND THE WATER RE515TIVE BARRIER A BOND BREAKER 5HALL BE PROVIDED BETWEEN THE WATER RE515TIVE BARRIER AND THE CEMENT PLASTER (5TUCCO) CON515TING OF ONE OF THE FOLLOWING: I. TWO LAYER5 OF AN APPROVED WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER IRE515TANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIAL5 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S IN5TALLATION IN5TRUCTIONS. 5HEATHING BOARD - NOTE: 1/8" (3mm) GAP BETWEEN 5HEET5 OF PLYWOOD AND 055 AT VERTICAL AND HORIZONTAL JOINTS. WATER RE515TANT BARRIER - 2 LAYERS (5EE NOTES ABOVE FOR LAYERING OPTIONS) 5ELF-FURRING LATH LATH NAILED / 5TAPLED TO FRAMING MEMBERS MAX. 5PACING 6" O.C. CEMENT PLASTER BASE COAT (SCRATCH t BROWN) STUCCO TRADITIONAL (STUCCO) TWO COAT SYSTEM , FIN15H COAT (CEMENT PLASTER) MASONRY WALL STRIKE AND CUT TO A TEXTURE COAT LINE MIN. I" OR 2" MAX. BELOW 5LAB SEAT RMINATION ON C.M.U. AT FOUNDATION 7 11 BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAIt, FLORmA 346T7 813 - 92.5 . 1300 TPL 813 . 92S . 1800 FAX W W W.DAV4SBEW5.COM TAMPA • DEI�I�/F.R. EST. 1994 � O Z ON �o >U'SM0 j rB U) tn N O lI ZQ u- Q V Q� z��� w w0 J O d' o� 3> w� za z� �a w ¢ a � oQgo J< I-� j Z Z Q r 2 p � UO W w N w �Wo ON Q zz }o ZW z Z a O Q < W u- 0 uj Q z Q o w Z Lu Z U Z zO OU Lu Z F O z ¢ u m z w � 13- w l~O 00 SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DAVISDT3 ��I li 111 llb �llit6i. :in c I ' IILI �.Im,iIIY COLUMN GON5TRUCTIO 5TUGGO (CEMENT PLA5TER) LATH 2 LAYERS WRB 11 +77 WEEP 5GREED �� e CONCRETE 5TOOP 1 COLUMN AT CONCRETE SLAB 5CALE: N15. BARRIER PAPER FLA5HING NAILING FIN No sEALANr� NOTE: MAKE 5URE THE SHEATHING WRAP LAP5 OVER THE TOP FIN. LEAVE A 1/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK THI5 GAP. WATER DRAINING FROM ABOVE MU5T HAVE A PLACE TO EXIT. :615cALE; IN WINDOW HEAD DETAIL N15. CORNER BEAD FASTENED WITH NAIL5, 5GREW5, OR 5TAPLE5 AT 6" O.C. VERTICALLY WIRE LATH 5Tucco CEMENT PL45TER (STUCCO) INSIDE CORNER OUTSIDE CORNER 2 STUCCO DETAIL AT CORNERS 50ALE: N.T.5, BACK CAULK 51LL DAM AND 12" UP WALL EACH 51DE 5TOP FLASHING HERE INTERIOR PEEL -AND -STICK MEMBRANE 2 LAYERS W.R.B. 5HEATHING NOTES: APPLY A NARROW DAM 5TRIP r0 THE ROUGH 51LL BEFORE FLASHING WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE 3 r5r,ALE: ILL FLASHING DETAILS N15. EXTERIOR FINISH BEAD OF SILICONE CAULK UNDER WINDOW FLANGE 5EALANr STUCCO BAND BITUMINOUS MEMBRANE OR FELT BITUMINOU5 STUCCO BAND MEMBRANE OR FELT EXTERIOR FINISN SILL DETAIL HEADER DETAIL 7 FIN WINDOWS EXT. CASINGS 5CALE: N.T.5. STEP 1 IN5TALL THE VENT ACCORDING TO THE MANUFACTURER'5 RECOMMENDATIONS, TRIM THE HOU5E WRAP A CL05E A5 P0551BLE AROUND THE PERIMETER OF THE VENT. SELF ADHE51VE MEMBRANE FLASHING AT DOOR5 BACK CAULK SILL AND 12" UP WALL EACH 51DE WOOD FRAME 4 FLASHING DOOR THRESHOLD 5CALE: N.T.S. STEP 2 FLASH THE VENT U51NG THE SAME METHOD A5 WINDOW5, STARTING AT THE BOTTOM FLANGE: CUT THE FLASHING 50 THAT IT EXTENDS PAST THE FLANGE5 BY I" ON BOTH 51DE5. NOW APPLY THE FLASHING TO THE 51DE5 OF THE VENT. REMEMBER TO EXTEND THE FLASHING I" ON BOTH TOP AND BOTTOM, MAKE 5URE TO SMOOTH OUT WRINKLES AND AIR BUBBLES. THE U5E OF A J-ROLLER 15 OPTIONAL, PREFAB METAL EXTERIOR DOORTHRE5HOLD DOOR FORMED "SEAT" IN CONCRETE 5LAB ACTS A5 PAN FLASHING v /v ZSLAB ON GRADE USE ° °� PLA5TIC SHIMS CONCRETE SLAB UNDER DOOR 5 FLASHING DOOR THRESHOLD SCALE: N.T.S. NOTE: TH15 TYPE OF INSTALLATION IS SUITABLE FOR SEVERAL DIFFERENT PENETRATIONS. ALWAYS USE THE SHINGLING METHOD AND ENSURE A TIGHT SEAL AROUND THE FLANGE/PENETRATION. 8 FRAME WALL FLASHING PENETRATIONS 5CALE: N.r.5. STEP 3 THE FINAL STEP 15 TO INSTALL THE FLASHING AGR055 THE TOP, EXTEND THE FLASHING OUT AT LEAST I" ON BOTH 51DE5, BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAIVIPA • DENVER. -� EST. 1994 O O 1-- -4 + O (� M O 0 u � N LLr) a LL z < E U 0- 00 00 z§�� w wo J O �O d' J oZ o �5 w� za z� �a I H w ¢ � d oQ�o J H =owz a rap�n aCeLo Ow�o W 00 uj OLn Q zz r0 ¢z z z LLI z g 0 �� Ov 0 Q 0 z LL . i w '' ^� LL C) V) ,�-I W z Q w Q Lu z () z z 0 OU z F U a o o z z ¢ w co uj z rn g w l~O m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso 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 HOUSEWF SHEATHING OVER W[ INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHIf OVER NAILING FLA AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD I PORARI LY D-UP & SE( ISEWRAP 0 K FLAP UN 1EAD ,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. 7. 7.At built-in gutters. INSTALL 4" SELF-ADHER FLASHING 0' WINDOW FII EXTEND SELI FLASHING 1'' JAMB FLASH' TYPICAL WINDOW FLASHING INSTALLATION DETAILS 4LIGN FLASHIN( NI INT. EDGE 0 SILL R.O. MECHANICALLY =ASTEN FANNED EDGES. (CAP NA STAPLES) PER M INSTRUCTIONS INSTALL 6" WID SELF -ADHERING =LASHING AT SI EXTEND FLEX FL SOWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT 4. CONTINUOUS ) BACK OF WIND, iE IN LINE W/ SOLES OR SLOTS INSTALL WINE PLUMB, LEVEL SQUARE PER � 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) I I11 Ifl SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLUSNIAIt, FLOR.IDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAV4SBEWS.COM TAMPA • DENVER. -� EST. 1994 �-��- !2 O Z � N 0 N (n M LO U) fa U) d L �L N O Ln H CL M Z� U Q00 Q E Z � � W Wo J � oZ �o �o za z� E¢ r F. w¢�a 0QQO F-1 =owz LU 0 LO LLI a}�U_o LU F_ N w �°z0 oLO Q Zz �U �z Z LLI 0 � Qa b 0 w L.L LLLL.. Q F V W Q z Q ow UJ z (,,) z z O 0_U UJ Z �— O ``' z Q LU ZLU O a- w m SCALE : AS NOTED DATE ; 10-19-2018 VERSION NO. 100 SHEET NO. DT5n DOOR HEADER (RE: STRUCTURA (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 HOUSEWR AND AROUND JP AND HEAD MECHANICALLY FASTEN FANNED EDGES. (CAP NA. STAPLES) PER M INSTRUCTIONS INSTALL 6" WID SELF -ADHERING FLASHING AT SII EXTEND FLEX FL DOWN THE SILL 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 WRIT INSTRUCTIONS SET THRESHOLD IN BE[ SEALANT APPLY SEALANT AT JAM FRONT EDGE AND INTEI EDGE OF THRESHOLD STEP 1 "1� STEP 2 � %J I " F_ ., TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS -INSWING &FIXED FRENCH DOORS INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT — CORNERS AND FRONT EDGE OF THRESHOLD INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLA DOOR FRAME 1/4" STEP 4 SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 9 INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" INSTALL 4" WIDE SELF -ADHERING FI OVERLAPPING DO( FRAME 1/4" EXTEND SELF-ADH FLASHING 1" MIN I FLASHING STEP 5 v��r NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. NTS NTS i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR., FLOR DA 34677 813 .92,5. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDE14VF1 EST. 1994 ��— 7 0 o ON a-' O Z M O L�(j)�� a) o Ln zQ QLL < pC U C)- 00 Z CD 12 w wo J � l� J 0 z �0 �S W� zaa z� <a w Q as n '^ 8zc0 oowz < �aOLn K O 0 Ce LL Lu N m z W Q Lu O V) zz }O w z a z O O D 0 Q cl� 0 W L.L V) w z�W Q 0 Q W U z z0 J w z O Ur O ~ z Q u 0 00 z w = g � rn W m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DT5 m 2 SHEATHING WRAP AND FLASHING: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.1.3 WATER -RESISTIVE BARRIERS ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN TO SIMPLY X-GUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP. ASPHALT -SATURATED FELT COMMONLY AVAILABLE IN TWO WEIGHTS, ASPHALT FELT, OR "BLACK PAPER," 15 MADE FROM CORRUGATED PAPERS MIXED WITH 54WDU5T AND AN ASPHALT RESIN. WHEN CHOOSING NO, 15 FELT, LOOK FOR MATERIAL RATED A5TM D4869 OR A5TM D226 STANDARD, WHICH EN5URE5 A WEIGHT OF AT LEAST 11.5 L55. PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE PRIMARY DIFFERENCE IN HOU5EWRAP515 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 HOLES AL50 ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE SIDING 15 PRESSED TIGHT AGAINST IT, THE HOUSEWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY, 2,) NON -PERFORATED HOU5EWRAP5 ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA56 BETWEEN THE FIBER5. THESE GENERALLY PERFORM MUCH BETTER THEN PERFORATED PRODUCTS AT RESISTING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK LEACHING: HOU5EWRAP5 ARE SUSCEPTIBLE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD SIDING MATERIAL5, PARTICULARLY CEDAR AND REDWOOD. TH15 CAN BE PREVENTED IN TWO WAYS: I.) INSTALL 51DING ON 5ATTEN5 TO CREATE AN AIR GAP, WHICH REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND 51IDING. 2.) BACK -PRIME ALL WOOD 51DING MATERIALS. TH15 REDUCES LEACHING AND BLOCKS MOISTURE FROM MOVING THROUGH THE SIDING AND BLISTERING THE FINISH. INSTALLING SHEATHING WRAP THE PRIMARY PURP05E OF HOUSE WRAP 15 TO STOP WATER AIR -SEALING AND VAPOR CONTROL ARE SECONDARY. I.) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF SIDING 15 USED. 2.) THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK OF SMALL PIECES. REVIEW FLASHING DETAILS, 46 50ME FLA514ING5 (SUCH AS THOSE AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC) SHOULD BE INSTALLED CONCURRENT WITH 5HEATHING WRAP. 3,) LAP UNDER COUR5E5 OF HOU5EWRAP OVER LOWER COUR5E5 4 INCH AND LAP VERTICAL 5EAM5 12 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 PECK BEFORE 5TANDING THEM UP, BE SURE TO ADD A COURSE OF SHEATHING WRAP TO COVER THE RIM J015T. REMEMBER, TH15 COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT, 6.) ALWAYS WRAP GABLE ENDS. TH15 PART OF A HOUSE 5EE5 A LOT OF EXP05URE TO WIND -DRIVEN WATER. 1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG IN511DE AND OUTSIDE HOUSE CORNERS, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 36=IN. WIDE ASPHALT FELT) ON EACH WALL. 0.) CONTROL 5PLA5145ACK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING SIDING AT LEAST 8 INCHES ABOVE GRADE. AT DECKS AND 5TOOP5 WHERE 5PL45HBACK 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 FIXTURE5, VENT, PIPES, AND CANTILEVERED BEAMS) MUST LAP UNDER THE SHEATHING WRAP ABOVE IT, DO NOT RELY ON TAPE TO SEAL THE FLASHING. TAPING HOUSE WRAP MANUFACTURES OF PLASTIC HOU5EWRAP RECOMMENDED TAPING ALL 5EAM5 TO BLOCK AIR LEAKAGE THROUGH WALLS, TAPE SHOULD BE TYPE RECOMMENDED BY "SINGLE SOURCE" SYSTEM. SOME TAPE 15 USEFUL FOR STOPPING WATER LEAKS BY REPAIRING RIP5 (PARTICULARLY TEARS AROUND 5TAPLE5) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE 51DING 15 IN PLACE. DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE 5TICKINE55 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOU5EWRAP AND FLA5HING5 UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5GREED5 AND CONTROL JOINTS CONTINUED: FINISH -COAT THICKNE55: ALL STUCCO 5Y5TEM5 APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FIN15H COAT 15 ONLY ABOUT 1/0 INCH THICK IT SUBSTRATES SHALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD SHOULD BE APPLIED AS EVENLY AS P05515LE TO FRAMING AND A BLOCK WALL. ENSURE UNIFORM DRYING, SHEATHING WRAP FOR STUCCO: ON TALL WALLS AND LONG RUNS, APPLIED VERTICALLY OR HORIZONTALLY TO BREAK UP WALL AREAS INTO ALL STUCCO SYSTEMS REQUIRE SHEATHING WRAP - THE SMALLER 5ECTION5 (LESS THAN IS FEET). MIX PROPORTIONS: PREFERRED WAY IS DOUBLE LAYERS OF HOUSE WRAP SIMILARLY, CASING BEAD AND CORNER BEAD HELP TO UNDER SELF -FURRED LATH. PAPER BACKED LATH CREATE EXPANSION JOINTS AT CRITICAL INTER5ECTION5: INCON515TENT MIXING WILL RESULT IN OBVIOUS COULD BE USED AS THE SECOND LAYER OUTSIDE CORNER5 ARE BEST DETAILED WITH CORNER DIFFERENCES IN COLOR, TEXTURE, AND STRENGTH WHICH PAPER -BACKED LATH SHOULD NOT BE CONSIDERED A BEAD, CAN CAUSE THE BATCHES TO FAIL. MAKE EVERY EFFORT 5UB5TITUTE FOR WELL -DETAILED SHEATHING WRAP. TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS LAP LOWER COURSES OF SHEATHING WRAP UNDER UPPER IN51DE CORNERS SHOULD BE FLASHED WITH TWO LAYERS CONSISTENT. C COURSES 50 WATER WILL DRAIN DOWN AND OUT, AND OF SHEATHING WRAP OR FLEXIBLE FLASHING, AND THEN FLASH ALL OPENINGS, FOLLOWING THE FLASHING CA51NG BEAD SHOULD BE APPLIED VERTICALLY TO MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE GUIDELINES PER THE 6th EDITION (2011) FLORIDA CREATE AN EXPANSION JOINT. WHILE THE FLASHING ADDITION OF THE LAST INGREDIENTS, BUILDING CODE -RESIDENTIAL. 5ERVE5 AS THE MOST IMPORTANT WATER SEALING PROTECTION, THE JOINT BETWEEN THE TWO CASING BEADS CURING AND TIME BETWEEN STUCCO COATS: SHOULD HAVE BACKER ROD AND CAULKED WITH INSTALLATION: HIGH -QUALITY URETHANE SEALANT, A5 A FIRST LINE OF PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR 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 MOST WRB AND LATH TO FLANGE. LATH SHALL BE APPLIED WITH APPLY CASING BEAD (ALSO CALLED "J" BEAD), AT THE EFFECTIVE PROCEDURE FOR CURING AND TIME BETWEEN THE LONG DIMEN51ON AT RIGHT ANGLES TO THE SUPPORTS, JOINT BETWEEN ANY D1551MILAR MATERIALS - AROUND COATS WILL DEPEND ON CLIMATIC AND JOB CONDITIONS, UNLESS OTHERWI5E SPECIFIED. WINDOW FLANGES, WHERE STUCCO MEETS A BRICK LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS CHIMNEY, OR AT THE TOP OF A WALL WHERE STUCCO SUFFICIENT TIME BETWEEN COATS SHALL BE ALLOWED TO 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 SHALL BE ATTACHED TO FRAMING MEMBERS WITH OR EXPANSION JOINT AT MA50NRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHYSICAL ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON CONNECTIONS. DAMAGE WHEN THE NEXT COAT 15 APPLIED. CENTERS ALONG SUPPORTS. THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC FOUNDATION WEEP 5CREED SHALL BE INSTALLED AT THE TEXTURED FINISH OVER MA50NRY: (STUCCO FINISH) CONDITIONS AND TYPES OF PLASTER BASE. BOTTOM OF ALL FRAMED EXTERIOR WALLS, BELOW THE TEMPERATURE AND RELATIVE HUMIDITY EXTEND OR FLOOR LINE. WHERE WALL 15 SUPPORTED BY A FLOOR OR TEXTURED FINISH 5Y5TEM5 APPLIED IN ACCORDANCE REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS. FOUNDATION. GROUND OF WEEP 5CREED SHOULD BE MIN, I" WITH A5TM C 926 AND C 1063. COLD OR WET WEATHER LENGTHENS AND NOT OR DRY OR MAX. 2" BELOW F.F.E.. WEATHER 5HORTEN5 THE TIME PERIOD. MODERATE LATH ATTACHMENT: EXTERIOR PLASTER: THESE 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENTS OF: CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN THESE 5PECIFICATION5 MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.12 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING SECTION R103.1.1 LATH MATERIALS DURING COLD WEATHER AND BY REDUCING RE515TANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE A55ORPTION OF THE BASE BY PRE -WETTING DURING I. 51DE LAP5 OF METAL PLASTER 545E5 SHALL BE WIRE TIED. PLASTER HAS BEEN ADEQUATELY DEN51FIED DURING HOT OR DRY WEATHER, THEY SHALL BE ATTACHED BETWEEN 5UPPORT5 AT INTERVALS APPLICATION AND PROPERLY CURED, PLASTER SHALL NOT MORE THAN 9 INCHES, NOT, HOWEVER, BE CONSIDERED TO BE "WATERPROOF". IN ORDER TO PROVIDE MORE INTIMATE CONTACT AND PREFABRICATED CONTROL JOINT MEMBERS SHALL BE BOND BETWEEN COATS AND TO REDUCE RAPID WATER 2. EXPANDED METAL LATH SHALL BE LAPPED % INCHES (12.1 mm) INSTALLED PRIOR TO THE APPLICATION OF PLASTER LOSS, THE SECOND COAT SHOULD BE APPLIED AS 50ON MIN. AT THE 51DE5. LAP METAL LATH I INCH (25 mm) AT ENDS. THE CREATION OF A GROOVE OR CUT IN PLASTER SHALL AS THE FIRST COAT IS SUFFICIENTLY RIGID TO RE515T WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE NOT BE CONSIDERED A CONTROL OR EXPAN5ION JOINT. CRACKING, THE PRE55URE5 OF THE SECOND COAT ENDS OF THE 6HEET5 OF ALL METAL PLASTER BA5E5 SHALL BE APPLICATION, AND THE LEVELING PROCESS. LACED OR WIRE TIED. 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 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 AND LATH TO FLANGE. SEPARATE LAYERS OF CEMENT PLASTER MATERIALS: NON USE OF WATER -RETENTIVE ADMIXTURES. A TROWEL -APPLIED SCRATCH COAT, WHICH IS APPLIED 4, BACKING SHALL BE LAPPED NOT LESS THAN 2 INCHES (50 mm). OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR 50ME M015TUIRE MUST BE RETAINED IN OR ADDED BACK ON WALL5, THE BACKING SHALL BE LAPPED 50 WATER WILL THE NEXT COAT: A SAND -FINISHED BROWN COAT, WHICH TO FRESHLY APPLIED PORTLAND CEMENT -BASED 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 5A5E (LATH) AND FLANGES OF COAT, (ABOVE 15 %), THE FREQUENCY FOR RE -WETTING A ACCESSORIES, METAL LATH TO METAL FLANGE CONTACT SHALL THE FIRST TWO COATS OF A THREE COAT SYSTEM ARE SURFACE MAY BE REDUCED, IF IT 15 HOT, DRY, AND 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 LOCKED TOGETHER. CONTAINS MEASURED AMOUNTS OF STUCCO CEMENT, INCREASED. 5.5PACING OF ATTACHMENTS FOR METAL PLASTER BASES - SAND AND POTABLE WATER. 70 HELP REDUCE THE CRACKING THAT 15COMMON CONSIDER THE PHYSICAL CHARACTERISTICS OF THE ATTACHMENTS FOR SECURING METAL PLASTER 5A5E5 TO WITH STUCCO, THE BASE MIX CAN BE MODIFIED STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED FRAMING MEMBER5 SHALL BE SPACED NOT MORE THAN 6 H IN WITH LIQUID POLYMER ADDITIVES, WHICNCREASE CONDITIONS WHEN SELECTING THE METHOD OF CURING. INCHES O.G. INTO THE FRAMING MEMBER5, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITCHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE AND FLAT RIB LATHS AND AT EACH RIB FOR % INCH (9.5 mm) FIBERGLA55 FOR REINFORCEMENT. FOLLOWING: RIB LATH. (1) MOIST CURING 15 ACCOMPLISHED BY APPLYING A FINE 61ATH SHALL BE APPLIED WITH THE LONG DIMEN51ON AT RIGHT SCRATCH COAT: FOG SPRAY OF WATER AS FREQUENTLY AS REQUIRED, ANGLES TO THE SUPPORTS, UNLE55 OTHERWISE SPECIFIED. GENERALLY TWICE DAILY IN THE MORNING THE SCRATCH COAT IS APPLIED DIRECTLY TO A CLEAN AND EVENING. CARE MUST BE EXERCISED TO AVOID 1. ENDS OF ADJOINING PLASTER BASES SHALL BE STAGGERED. BLOCK WALL OR, ON WOOD 5TRUCTURE5 OVER WRB AND EROSION DAMAGE TO PORTLAND CEMENT -BASED GALVANIZED METAL LATH. A METAL 5CARIFING TOOL 15 PLASTER 5URFACE5. USED TO CREATE "SCRATCH" LINES IN THE STILL WET WEEP SCREEDS AND CONTROL JOINTS: SURFACE. THE FURROWS CREATE A ROUGH SURFACE INTO (2) PLASTIC FILM, WHEN TAPED OR WEIGHTED DOWN WHICH THE BROWN COAT CAN KEY FOR A GOOD BOND. AROUND THE PERIMETER OF THE PLASTERED AREA, CAN A WEEP SCREED AT THE BOTTOM OF THE WALL AND SCRATCHING SHOULD ALWAYS BE HORIZONTAL AND PROVIDE A VAPOR BARRIER TO RETAIN THE MOISTURE OVER OPENINGS SERVES TWO IMPORTANT PURP05E5 - IT SHOULD BE 1/4 INCH DEEP. BETWEEN THE MEMBRANE AND PLASTER CARE MUST BE PROVIDES A 5CREED THAT HELPS ENSURE UNIFORM EXERCISED IN PLACING THE FILM: IF TOO SOON, THE FILM COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER SCRATCH -COAT THICKNESS: MAY DAMAGE SURFACE TEXTURE: IF TOO LATE, THE THAT LEAKS INTO THE WALL TO ESCAPE. MOISTURE MAY HAVE ALREADY ESCAPED. THE SCRATCH COAT SHOULD BE APPROXIMATELY 3/8 FOUNDATION WEEP 5CREED 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 REQUIREMENT5 OF: THE WIRE, BE ERECTED TO DEFLECT SUNLIGHT AND WIND, BOTH OF SECTION R143.12.1 WEEP SCREEDS WHICH WILL REDUCE THE RATE OF EVAPORATION. IF THE BROWN COAT: HUMIDITY IS VERY LOW, TH15 OPTION ALONE MAY NOT ACCESSORY USED TO TERMINATE PORTLAND CEMENT BASED PROVIDE ADEQUATE PROTECTION. STUCCO AT THE BOTTOM OF EXTERIOR WALLS, TH15 ACCESSORY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE SHALL HAVE A SLOPED GROUND OR 5CREED FLANGE TO OTHER CEMENT STUCCO), IS A SMOOTH COAT, USUALLY PAINTING STUCCO: FACILITATE THE REMOVAL OF MOISTURE FROM THE WALL CAVITY "RODDED" WITH STRAIGHT EDGE5 AND WOODEN FLOATS. AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 1/2 IT 15 APPLIED AS SOON AS THE 5CRATGH COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT INCHES LONG. REACHES SUFFICIENT RIGIDITY TO CARRY THE BROWN 30 DAYS TO CURE BEFORE PAINTING, DEPENDING ON THE INSTALLATION OF EXTERIOR LATH AND FRAMING SHALL COMPLY COAT, TH15 15 USUALLY AT "THUMB PRINT HARD" AND WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE WITH THE APPLICATION REQUIREMENT5 OF A5TM C 1063, CAN BE DONE ON THE SAME DAY. BEST WAY TO DETERMINE PAINT READINESS. PAINT MANUF. HAVE A MAX. PH LEVEL (APPROX.10), STUCCO CONTROL JOINTS: BROWN COAT THICKNESS: EXISTING STUCCO 5URFACE5 SHOULD BE POWER -WASHED AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING. CONTROL JOINTS ALLOW FOR THE THERMAL EXPANSION THE BROWN COAT IS COMPOSED OF SLIGHTLY MORE DO NOT USE A WATER BLASTER, AS THE PRESSURE CAN AND CONTRACTION OF THE PLASTER MEMBRANE. SAND THAN THE SCRATCH COAT MIXTURE, AND DO SEVERE DAMAGE TO THE STUCCO, CONTROL JOINT SHOULD BE APPLIED OVER THE METAL THEREFORE IT 15 MOIRE MANAGEABLE BUT SLIGHTLY STUCCO SHOULD BE PAINTED ONLY WITH LATH AT EITHER A MAXIMUM DISTANCE OF IS LINEAR FEET WEAKER, IT SHOULD BE APPLIED 1/4 TO 3/6 INCH THICK ACRYLIC -BASED PAINTS WITH ADEQUATE VAPOR OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO SURFACE. APPLY THE BROWN COAT EVENLY AS POSSIBLE. AN TRAN5MI5510N CHARACTERISTICS, AS THESE PREVENT UNEVEN BROWN COAT CAN LEAD TO AN INCON515TENT NEW M015TURE-RELATED PROBLEMS WITHIN THE HOUSE. THE DEPTH OF THE GROUND OF THE CONTROL JOINT THICKNESS IN THE FINISH COAT, CAU5ING 50ME AREAS OF CONTROL JOINT BACKER ROD: SHOULD BE DESIGNED TO FINISH FLUSH WITH THAT OF THE THE FINISH COAT TO DRY BEFORE OTHERS. THE RESULTS WEEP SCREEDS AND PLA5TER5TOP5. 15 A SPLOTCHY OR "MOTTLED" COLOR COAT AND BACKER ROD SHOULD BE USED TO FILL LARGE GAPS EXCESSIVE HAIRLINE CRACKING. AND CONTROL THE DEPTH. M05T BACKER RODS TODAY LATH SHALL BE DISCONTINUED BEHIND THE CONTROL ARE MADE OF FOAM AND COME IN DIAMETERS FROM 1/4 JOINT. FINISHED COAT: INCH TO 2 INCH AND UP. CHOOSE A BACKER ROD THAT 15 JUST A LITTLE LARGER THAN THE JOINT 50 IT WILL STAY OVER THE RIM JOIST AT THE INTERSECTION BETWEEN AFTER THE CURING PERIOD, A F!N'SH COAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED. THE SEALANT. J015T, APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: APPLY TO CLEAN DRY SURFACES. APPLICATION VENT PIPES ON WOOD AND ASPHALT ROOF5 ARE TEMPERATURE: 40 DEGREES TO 80 DEGREES. PREPARE USUALLY FLASHED U51NG A PRE ASSEMBLED METAL PAN THE SURFACE U51NG THE FOLLOWING 5TRATEGIE5: WITH A RUBBER BOOT. ORDER THE UNIT ACCORDING TO SCRAPE, CHIP, OR BRUSH WITH A 5TIFF-BRI5TLE BRUSH, THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR SLATE AND DUST THE IN51DE OF THE JOINT, OR BLOW IT OUT WITH AND TILE ROOFS A MALLEABLE LEAD JACKET WILL LAST COMPRE55ED AIR. LONGER, WIPE THE SURFACE WITH A STRONG SOLVENT, SUCH AS ACETONE OR METHYL ETHYL KETONE, THESE 5OLVENT5 FLEXIBLE FLASHING MATERIALS: EVAPORATE WATER AND DI55OLVE GREASY 5U55TANCE5 THAT CAN RETARD ADHESION. FLEXIBLE FLASHING- SELF -ADHERING BITUMINOUS TOOL EVERY CAULK JOINT, THE BEST TOOL 15 A STEEL TAPE -SHOULD BE USED TO FLASH ALL OF THE FOLLOWING: SPATULA THAT IS SLIGHTLY SMALLER THAN THE WIDTH OF EXTERIOR DOOR SILLS: DECK LEDGERS: IN51DE AND OUTSIDE THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE CORNER5 OF WALL SHEATHING: STUCCO 5HELVE5 AND WITHOUT 5QUEEZE-OUT ON THE SIDES. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA 5UBJECT TO 5PLA5HBACK SMALLER THAN THE 51ZE OF THE JOINT. IN COLD WEATHER, KEEP THE CAULK WARM, AL50 IT MAY FLEXIBLE FLA5HING5 COME IN SEVERAL VARIETIES, INCLUDING BE NECESSARY TO HEAT THE SURFACE WITH A NEAT GUN, 'PEEL -AND STICK" PRODUCTS, AS WELL AS NON-STICK TAKE CARE TO NOT 5TRIP THE PAINT OF START A FIRE, PRODUCTS, ROOFING: FLASHING: RUBBERIZED FLA5HING5: LENGTH. 5ELF-ADHE5IVE, RUBBERIZED ARE MADE FROM THE SAME MATERIAL5 45 THE EAVES MEM5RANE5 USED TO PREVENT ICE TO AVOID EXCE551VE EXPANSION AND CONTRACTION, DAM LEAKS, TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN, USE 8 FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM, WIDE (BUT SOMETIMES AVAILABLE UP TO 36 IN, WIDE), THESE FOR VALLEY FLASHING. AVOID USING ALUMINUM, WHICH FLEXIBLE FLA5HING5 CAN BE APPLIED DIRECTLY TO THE EXPAND5 AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG AS THE SURFACE 15 WARM AND LAP 5EC710N5 8 INCHES MINIMUM. RELATIVELY CLEAN. VALLEY CENTERLINE: THIME55 VARIE5 FROM 25- TO 60-MIL5. THE THINNER THE MATERIAL, THE EASIER IT CAN BE FOLDED AND TUCKED WHEN A STEEP ROOF INTERSECTS A SHALLOW ONE, WATER BENEATH SIDING, BUT AL50 THE EASIER IT WILL TEAR AND CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT DEGRADE IN THE SUNLIGHT, THE VALLEY AND RUN UP BENEATH THE 5HINGLE5 ON THE SHALLOW ONE, ROOFS LIKE THIS NEED A VALLEY CLIMATE CAUTIONS: FLASHING WITH A CRIMPED CENTERLINE. THE STEEPER THE ROOF THE MORE CRITICAL THE CRIMP WILL BE. IN WARM TEMPERATURES, WHEN RUBBERIZED ASPHALT 15 THE STICKIEST, IT 15 NEARLY IMPOSSIBLE TO REPOSITION IT ONCE EDGE TREATMENTS: THE FLASHING HAS TOUCHED THE SURFACE. MAKE SURE TO DRY -FIT BEFORE PULLING THE RELEA5E PAPER IT IS AL50 LIKE ALL ROOF FLASHING, VALLEY FLASHING SHOULD VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 STICKY, HAVE HEMMED EDGE5. NOT ONLY DO THESE SHED WATER MORE EFFECTIVELY, BUT HOLDING THE SHINGLE AWAY IN HOT TEMPERATURES, RUBBERIZED ASPHALT TEND5 TO OOZE, FROM THE FLASHING, THEY PREVENT CAPILLARY SUCTION MAKING IT ME55Y TO HANDLE. IN SUNBELT AREAS (OR FROM DRAWING THE WATER UP UNDER THE SHINGLE. WHEREVER SURFACE TEMPERATURES MAY EXCEED ISO°F), AVOID USING WITH METAL FLA5HING5: THE FLA514ING5 WILL COOK AND RIDGE TREATMENT: THE A5PHAULT 50ON DRIE5 OUT, VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED IN COLA WEATHER, SELF-ADHEREING FLA5HING5 OFTEN DON'T TO ONE ANOTHER HOWEVER TH15 CONNECTION MAY STICK WELL. CHECK THE MANUFACTURER'S MINIMUM APPLICATION BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE. 50ME STICK IN TEMPERATURES BELOW 25' F, BUT CONTRACT5. BEST PRACTICE CALLS FOR COVERING THE MOST REQUIRE SURFACE TEMPERATURES OF 407 OR GREATER. CONNECTION AT THE RIDGE WITH A MOLDABLE PIECE OF LEAD FLASHING. COMPATIBILITY: FASTENER: DO NOT USE RUBBERIZED ASPHALT AND BUTYL TAPES TOGETHER ON CONCRETE, MASONRY, OR 05B, RUBBERIZED METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLA5HING5 MAY NOT STICK WELL UNLE55 A PRIMER IS APPLIED, AT 2 FEET ON CENTER. CLEATS ARE BETTER} THEY WILL ON THESE SURFACES, A BUTYL FLASHING WORKS BETTER. NOT BECOME FATIGUED AND SHEAR WHEN THE METAL EXPANDS AND CONTRACTS. POLY VS. FOIL: RUBBERIZED FLA5HING5 TYPICALLY COME WITH WHEN USING NAILS, PLACE THEM AT LEAST 5 INCHES AWAY A POLYETHYLENE OR FOIL COVERING TO PROTECT THEM FROM FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY -COVERED PRODUCT5 NEED TO BE COVERED FROM SUNLIGHT WITHIN 30 TO 90 DAYS± FOIL -COVERED TAPES VALLEY TREATMENT: HAVE NO EXACT EXP05URE LIMITATIONS BUT EVENTUALLY WILL DRY OUT AND BECOME BRITTLE, ANY 5HIFT IN SURFACE METAL VALLEYS SHOULD BE FABRICATED FROM NO LE55 MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND THAN NO.20-GAUGE CORROSION SHEET METAL, FAILS OR THE MEMBRANE CRACKS. ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT LEAST 8 INCHES ON EITHER SIDE OF THE CENTERLINE, EXPOSED APPLICATIONS: IN PERMANENTLY EXPOSED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN 10 INCHES EACH SIDE OF CENTERLINE. INEXPENSIVE FLEXIBLE FLASHING MATERIAL. THE DRAWBACK SLATE, TILE, AND WOOD SHAKES, A VALLEY MUST EXTEND WITH EPDM TAPE IS THAT IT'5 EXPENSIVE, AS WELL AS QUITE II INCHES EACH SIDE OF CENTERLINE. THICK ( ABOUT 10-MIL,), MAKING IT AWKWARD 70 FOLD INTO SMALL AREAS. SECTION OF ROOF FLASHING MUST HAVE AN END LAP OF AT LEAST 4 INCHES FOR WOOD SHINGLES AND SHAKES, BUTYL RUBBER FLA514ING5: AND AT LEAST 6 INCHES FOR SLATE AND TILE ROOFS. DO NOT USE BUTYL FLASHING NEAR ANY ASPHALT -BASED PRODUCTS. THE BUTYL AND THE ASPHALT PRODUCTS FRONT WALL FLASHING: WILL BOTH DRY OUT FASTER AND LOOSE THEIR ADHESION. INSTALL UP THE ROOF UNTIL YOU REACH THE 5A5E OF NONSTICK FLA5HING5: THE VERTICAL WALL. ADJUST THE EXPOSURE OF THE LAST FEW COURSES, IF NECESSARY, 50 THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA514ING5 ARE SELF -ADHERING. SOME MUST LEAST 8 INCHES WIDE, BE SECURED WITH 5TAPLE5 OR ROOFING NAILS. WHILE CUT AND BEND A CONTINUOUS METAL FLASHING STRIP GENERALLY THINNER AND THE QUICKEST WAY TO DETERIORATE THAT EXTENDS AT LEAST 5 INCHES UP THE VERTICAL IN SUNLIGHT, THESE ARE OFTEN THE BEST CHOICE FOR APPLYING WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE BENEATH 51DING AND TRIM IN CONSISTENTLY COLD COURSE, TEMPERATURES, OR WHEN THE SURFACE 15 ROUGH AND WHEN INSTALLING THE METAL FLASHING STRIP OVER THE DIRTY -FACTORS THAT CAN DIMIN15H THE BOND OF LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL PEEL-AND-6TICK FLA5HING5, COVER NONSTICK FLASHING AS IT 70 THE ROOF ONLY. SOON AS P0551BLE TO PROTECT IT FROM SUNLIGHT. DO NOT NAIL THE FLASHING STRIP TO THE WALL. APPLY AN ADDITIONAL ROW OF 5HINGLE5 - TRIMMED TO DRAINAGE PLANE: THE WIDTH OF THE FLASHING - OVER THE FLASHING AND EMBEDDED IN ASPHALT PLASTIC ROOFING CEMENT, AN AIR SPACE BEHIND THE SIDING (1/4-TO 3/8-INCHES 15 ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACKSIDE OF 51DEWALL FLASHING: SIDING TO DRY, SHINGLE ROOFS (ASPHALT, SLATE, OR WOOD) THAT BUTT WELL DRAINED WALL 6Y5TEM5: AGAINST VERTICAL WALLS ARE 5E5T PROTECTED BY METAL STEP FLASHING PLACED OVER THE END OF EACH DIFFERENT 51DING5 GALL FOR DIFFERENT DRAINAGE DETAIL5. SHINGLE COURSE, TYPICAL DETAILS FOR WELL -DRAINING WALLS ARE SHOWN FOR DIFFERENT TYPES OF 51DING: CUT STEP FLASHING PIECES 70 BE 10 INCHES LONG AND 2 INCHES WIDER THAN THE SHINGLE EXP05URE E.G. 7 BOARD SIDING, SHAKE AND SHINGLE 501ING AND VINYL SIDING. INCHES FOR ROOF 5HINGLE5 WITH A 5 INCH EXPOSURE. IN EACH CASE, AN AIR SPACE MUST BE CREATED BEHIND THE BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER 511DING AND AN EXIT PROVIDED FOR THE WATER TO DRAIN OUT. THE ROOF DECK AND 5 INCHES UP THE WALL SURFACE. FLASHING DETAILS: I.) NEVER RELY ON THE 5TICKINE55 OF PEEL -AND -STICK FL45HING5 FOR SHEATHING: THE BOND 15 UNLIKELY TO LAST OVER THE LIFE -SPAN OF THE HOUSE. 2.) ALWAYS LAP FLASHING UNDER THE SHEATHING WRAP ABOVE, FLASHING WINDOWS: DO NOT X-CUT SHEATHING WRAP AT OPENINGS, INSTEAD I -CUT THE SHEATHING WRAP, RUNNING THE KNIFE HORIZONTALLY ALONG THE ROUGH OPENING AT THE HEAD OF THE SILL, THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING, 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 5TRIP TO THE ROUGH OPENING SILL, THEN WRAP THE 51LL WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE. MAKE SURE TH15 MEMBRANE DRAPES OVER THE SHEATHING WRAP BELOW. ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FL45HING MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN SIMPLY X-GUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP, WINDOW AND DOOR 5PLINE5: WINDOWS AND DOOR5 SHOULD BE FLASHED WITH FELT PAPER OR FLEXIBLE FLASHING 5PLINE5. THE 5PLINE5 SHOULD BE INSTALLED AFTER THE 51LL FLASHING, AND THE SHEATHING WRAP SHOULD GO ON AFTERWARDS OR BE SLIT SO IT LAPS OVER THE SPLINES. FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING. THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED. LEAVE A 1/4=1N. GAP BETWEEN THE 51DING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK TH15 GAP: OTHERWISE, WATER THAT RUNS BEHIND THE SIDING ABOVE WON'T HAVE A PLACE TO DRAIN, IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, SLIT THE WRAP AND ADD HEAD FLASHING. UNFLANGED WINDOWS WILL NEED A ADDITIONAL METAL Z-FLASHING ABOVE THE HEAD CASING OR BRICK MOLD. MAKE SURE THIS Z-FLASHING LAPS UNDERNEATH THE SHEATHING WRAP, MULLED WINDOWS AND WINDOW WALLS MUST HAVE A CONTINUOUS HEAD FLASHING: THE MANUFACTURER'5 MULLION COVER WILL NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNITS FROM ABOVE. ROUND -TOP WINDOWS 5HOULD BE FLASHED WITH PEEL -AND -STICK FLEXIBLE FLASHING. SLIT THE SHEATHING WRAP AND SLIP IT UNDERNEATH, LETTING IT DRAPE OVER THE WINDOW TOP, THEN CUT THE FLASHING TO CONFORM TO THE NAILING FIN. RELY ON PROPER LAPPING OF THE FLASHING, NOT ON CAULK. FLASHING DOORS: OVER WOOD FLOORS, DOOR THRE5HOLD5 SHOULD BE FLASHED WITH A METAL PAN OR Z-FLASHING. 5LA155 SHOULD BE FORMED WITH A "SEAT" TO HOLD THE THRESHOLD. FLASHING LEDGERS AND BEAMS: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLASHING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL STOCK 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 5PACER5 BETWEEN THE LEDGER BOARD AND THE WALL, SO IT STANDS OUT AND ALLOWS WATER TO DRAIN FREELY. CANTILEVERED DECK OR BALCONY J015T5 THAT PROTECT THROUGH THE WALL FRAMING ARE TROUBLE SPOTS. FLASH WITH TWO-PIECE FLASHING MEMBRANE. FLASHING WALL PENETRATIONS ELECTRICAL FIXTURES: INSTALL ELECTRICAL BOXES AND LIGHTING FIXTURES ON HEMMED METAL 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 FLASHED WITH TWO-PIECE METAL FLASHING PLATE, SEAL THE TWO PLATES WITH "LOW MODULES" URETHANE CAULK 51DEWALL FLASHING: BECAUSE OF THE VOLUME OF WATER THAT CAN POUR DOWN A SLOPED ROOF, ONE OF THE M05T CRITICAL FLASHING DETAILS OCCURS WHERE A ROOF INTER5ECT5 A 51DEWALL. THE ROOF SHOULD BE FLASHED WITH A STEP FLASHING. WHERE THE ROOF TERMINATE5, INSTALL A KICK -OUT TO DEFLECT WATER AWAY FROM THE SIDING. THOUGH NOT ALWAYS P05515LE IN THE SCHEDULE, IT'5 BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE 5UBFA5GIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813 . 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER �, EST. 1994 0 Z ON �4-o ,> un M � zHCL c� < E � U c� Z � � w wo J � d- Oz 0 w� za z� w¢cely E0go 0 I••-� = o W z mil` �aoUn a�LL0 LL OU W H N W 8wo oZ Q z z ru w z z g O Ov p Q '-' � Z W � 0 W zc:) z O Q �o z w U z OZ OU w z f- U � o �z z a L 0 co z > rn O g w m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 10 SHEET NO. DAVISDT6 COUNTERFLA5HING--\\\,. BASE FLASHING EXTENDS 6" MIN. OVER ROOF PANEL TAPE SEALANT METAL ROOF PANEL ROOF FELT CLOSURE STRIP NNN USE A TWO-PIECE METAL FLASHING TO ACCOMMODATE THE DIFFERENTIAL MOVEMENT BETWEEN WALLS (OR CHIMNEYS, SKYLIGHTS, AND ROOF HATCHES) AND METAL ROOF PANELS. FASTEN THE BASE FLASHING TO THE ROOF PANEL, BUT NOT TO THE COUNTERFLASHING. 1 SLOPE ROOF WALL DETAIL SCALE: N.T.5. SEE DETAIL OF TRAN51TION AT WALL TO ROOF PLANE ON PG5 o ARCH / ENTRY O /� R E R (IF APPLICABLE) G.M.U. OR FRAME WALL O --SLOPE CRICKET - PROVIDE MIN. SLOPE PER CODE 5 VALLEY CRICKET DETAIL 50ALE: N.T.S. UNDERLAYMENT SHINGLE CUT TO FIT OVER PIPE AND SET IN O O O ASPHALT PLASTIC CEMENT O ill I� O VENT PIPE O O O O O O O BEAD OF ASPHALT O < PLASTIC CEMENT BETWEEN PIPE AND FLANGE \ PREFROMED FLANGEPLACEp OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT NOTE: VENT PIPES ARE SEALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF SHINGLES 2 VENT PIPE FLASHING SCALE: N.T.5. SHEATHING WRB HOUSE WRAP 5"x5" DIVERTER FLASHING Wl 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE WRB HOUSE WRAP --- 6 KICKOUT FLASHING DETAIL - FRAME SCALE: N.T.S. UPPER AND 51DE SHINGLES OVERLAP FLANGE. SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER 5HINGLE5 TAR / BULL MA5TIG OVER STEP FLASHING 1/8 STUCCO PER A5TM OVER LATH ROOFING 56 CONT FLASHING PEEL AND STICK MEMBRANE BETWEEN HOUSE WRAP LAYERS PROVIDE 1" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / DECKING FOR HOUSE WRAP, LATH AND STUCCO 5" MIN. 4" MIN. LEAVE GAP SIMILAR TO CUTOUT SIDING ADHERE SHINGLES TRIMMED 47 TO COVER FLASHING STRIP NAIL FLASHING STRIP OVER CUTOUTS IN COURSE BELOW ASPHALT PLASTIC CEMENT TOP COURSE AT /—LEA5T 8" WIDE FRONT WALL 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: NJ.S. TAR / BULL MASTIC OVER 56 CONT. FLASHING O5/8" STUCCO O ROOFING c.M.u. I 5"6" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE 5x5 CONT, I" FLASHING PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / STUCCO KICKOUT FLASHING DETAIL - CMU 7 SCALE: N T.S. ROOF SHEATHING ROOF TRU55E5 FIRE5TOPPING \ EXTERIOR BLOCK WALL DRAFTSTOPPING IN ACCORDANCE W/ F.B.C: R 50FFIT FASCIA 4 DRAFTSTOPPING DETAIL SCALE: N.T.5. %O O VALLEY CENTERLINE o CLIP CORNER OFF I" AND' APPLY SPOT OF ASPHALT PLA5TLC CEMENTS 36" . WIDE MEMBRANE > EXTRA FASTENER IN END OF SHINGLE EXTEND SHINGLE 12" MIN. -- BEYOND VALLEY CENTERLINE -- NO FASTENERS WITHIN 6" OF CENTERLINE /UNDERLAYMENT O �000 O O O O SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE 18 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: N,T.5. J DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, MORIDA 34677 813.925.1300 `TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF_A_ —,� EST. 1994 r�_— O Z O O ,> MO (0 Lr) N L L U- zCL < E u �.00 Z � � w WO J O t.O d' mi 0z �o �5 w� za z� EQ W¢�� ' A v% Ez_80 O Q 0 W �� (7 O Z W /f J ya0Lo n LL O ovw�N Wo w 0 oco u) Zo �u �z z w z Z 0 � H � OO D Q z 0 W __jo UJ $ rl Q Q O W Z w U z Zo J w z O F- (D m: Z 0 Z Q W 0 O Z > w � 0- m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. IT7 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 O \RAMEDWALL WITH OSB SUBSTRATE OO I I I \ ATTACH AT TOP NLY O •� \ \ \ STEP 3.2 \ TO ALLOW SHINGLING \ \ \ \ MINIMUM OF 6" \ \ OF WRB. \ \ \ \ \ \ \ \ SELF -ADHERED / SELF-SEALING U FRAMED WALL WITH OSB SUBSTRATE U \ STEP 1 \ STEP 2 \ STEP 3 \ \ MEMBRANE \ \ \ \ \ \ \ \ \ \ O I O O 18" X 24" SELF- FRAMER FRAMER STEP 3.1 FLASHING) SEALING CONSTRUCTS CONSTRUCTS INBOARD SUB - FASCIA Installed by Housewrap MEMBRANE ROOF ROOF HELD BACK 1 - INCH FLASHING, (aka: ROOF U^ O U Target Flashing) RAFTER TAIL I Flashing tape is to be n Installed by framer installed behind the SAM U O I \ \ target flashing CMU WALL EXSTEND PAST CMU WALL \ WOOD/CMU �� TRANSITION \ TAMPA VER 8 \ TAMPA VER 8 \ TAMPA VER 8 \ ` TAMPA VIER 8 ` TAMPA VER 8 TAMPA VIER 8 �� \ � \ \ �� \ \ • \ \ \ MID WALL WEEP SCREED \ \ \ JOIN ` \ 5 6 - INCH O.0 \ ` \CONTROL STEP 6.1 & 7 ` \ STEP 7 STEP 8 STEP 9 \ \ \ 6 \ • CONTINUOUS L ` ` • �2 �o \ 4 IN O.C. \ METAL FLASHING \ ` \ Florida applications: ` \ ` cF 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 nt. ereaass 5/8" ° 2 MID WALL UNDERLAYMENT \ UNDERLAYMENT / EDGE FLASHING DRIP CAP / EDGE \ 3„ I MINIMUM OF - ` � ` � \ Seal these areas with ith ° CONTROL JOINT, & TIN SHINGLE FLASHING • 2-INCHES FROM compatible flashing APPROVED �, ��° ° cut and layer the • • i THE WALL `t ' cement over the entire SEALANT T���°�� "target" SSM/SAM 1-1/4" ROOFING edge of the horizontal �� and tin shingle • • ,' • flange including nail over the stucco RECOMMENDED BUT NAIL 6" O.C. ON penetrations. accessory NOT REQUIRED: • I • THE TOP AND 4" 7 • TIN SHINGLE O.C. AT THE' ENSURE SSM IS MIN OF 12" X 18", • • BOTTOM OF THE • -' DAY -LIGHTED Installed by Roofer. METAL L-FLASHING AFTER ACCESSORIES A tin shingle (which ARE INSTALLED protects self - sealing membrane from TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 WOOD FRAMED WALL TO CMU WALL TRANSITION ` STEP 10 HOUSE �� ■ • STEP 11 OSB SUBSTRATE #6, 7/8" STUCCO WRAP REVIEW STEPS 1 - 10 �� CORNER BEAD STEP 12 STEP 13 #5, WIRE LATH \ ` HOUSE -WRAP, \ ` \ ACCESSORY PAPER BACKED STUCCO # 4, 2nd LAYER OF WEATHER ROOF \ ENSURE HOUSE -WRAP WEEP \ \ UNDERLAYMENT \ ;; DIAMOND MESH 2X SILL PLATE RESISTANT BARRIER (WRB #3, 1st LAYER OF WRB ) \ IS LAPPED ON TOP OF SCRE ROLLED A MIN OF ` \ �■ - SELF -FURRING #1, 9" SELF - ACCESSORIES & \ 3-INCHES UNDER L ; ■■ LATH - ADHERING SHINGLE SELF FLASHING MEMBRANE MID WALL ADHERING MEMBRANE METAL L KICK -OUT , ;; (SAM/SSM) CONTROL JOIN I SO HOUSE -WRAP IS FLASHING °% � FLASHING First apply I LAYERED BELOW THE TARGET FLASHING AT I I APPROVED I n approved primer THE BOTTOM. 2„ I i SEALANT/ adhesive I 18" X 24" SELF- :; spray SEALING I Terminate SAM /SSM on top of I I I MEMBRANE I ;; CMU and above the perforated flange #2, MID WALL 5/8" Q FLASHING " (M STYLE) ° (SSM/SAM), Installed CONTROL \ \ I ENSURE SSM/SAM \ by Framer \ I CMU JOINT \ \ T_ \ / IS DAY -LIGHTED �pOF TIN SHINGLE \ : ;; Note: No Target Flashing Shown #6, 5/8" STUCCO \ .I AFTER HOUSE- GZP .I UNDER HOUSE WRAP, .I •.:. WRAP IS FP Installed by Roofer INSTALLED 0 CONTROL JOINT 01 DAY -LIGHTED SSM SAM FLASHING & WEEP SCREED DETAIL SCALE: NOT TO SCALE MECHANICALLY FASTEN ASFOLD T NECESSARY IN CORNERS THROUGH UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT SELF -ADHERED FLASHING FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER ____---- WEATHER DOOR ROUGH OPENING SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior RESISITIVE 0.3 in : 12.0 in windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance BARRIER WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) with the fenestration manufacturer's written instructions. Window and door openings shall be flashed TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"-l" BEAD OF CONSTR. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND in accordance with Section R703.4. Written installation instructions shall be provided by the 3 SHEATHING BY LAPPING DOWN OVER RIM 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 O : OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied WEATHER p BUILDING PAPER Refer to the number marked as # in each detail that corresponds to the over studs or sheathingof all exterior walls. Such felt or material shall be applied horizontally,with the pp D RESISITIVE SELF -ADHERED FLASHING numbered items in the list of instructions below: upper layer lapped over the lower layer not less than 2 inches (51 min). Where joints occur, felt shall z BARRIER SEAL TOPS OF JOIST WIRE LATH be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to UNDER DECKING ' 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 (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 detach accessoryp builds g rdetached buildings. HEAD FLASHING TIE-IN INSTRUXTIONS: 4. Split the release paper using the ripcord (Split release on demand, embedded in R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner 1. Cut, fold up & temporarily secure weather resistive RIM JOIST the adhesive layer) - for ease of installation and to minimize scoring cuts to prevent entry of water into the wall cavity or penetration of water to the building structural framing barrier above header to allow for flashing installation 5. Remove all release paper per standard installation instructions and adhere to components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and 3. Fold weather resistive barrier back over head flashing and seal with tape 2 O 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The to corner flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings 8. Mechanically fasten as necessary shall be installed at the following locations: SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING `n/ �O� 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 r r 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 or more of the following: ;- ASPHALT SHEATHING ADHESIVE SELF -ADHERED FLASHING 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not REFER TO TECHNICA ' 1 addressed in the fenestration manufacturer's instructions, in accordance with the flashing LETTER ON CHEMICAL o 0 3% TO 5% SLOPE TOWARDS manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall 9 P 9 COMPATIBILITY SCORED9 SHOWER SIDE be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in p 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 (BEFORE FOLDING SCO SELF -ADHERED FLASHING PATCH barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection head RELEASE PAPER TO EXPO ADHESIVE AS SHOWN E at the and sides. MECHANICALLY FASTEN AS 2. 1.2.In accordance with the flashing design or method of a registered design professional. z s NECESSARY IN CORNERS THROUGH SHOWER 3. 1.3.In accordance with other approved methods. SELF -ADHERED FLASHING O Q: SIDE 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA SELF -ADHERED FLASHIN / \ �V\ 2 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with z 5 SELF -ADHERED FLASHING 1 projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 SELF -ADHERED FLASHING 2 2x RIPPED AS 3. 3.Under and at the ends of masonry, wood or metal copings and sills. NEEDED 4. 4.Continuously above all projecting wood trim. 2 6 3" MIN 4 1/2" OSB FLITCH 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame DO NOT FLASH OVER 8 5 PLATES construction. BOTTOM NAILING FLANGE 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING \ A P06 V V r SELF -ADHERED FLASHING � � /P08 V V C7 SHOWER CURB DETAIL `p'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. BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAIi, FiARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER � EST. 1994 ���> O OO F-44JO (n M O d V)Ln L Q L_ L LL ^ U Q00 z��� W LLJ _J J O 0, =o �5 �o za wa�� '^ UzU z U z Q I`� F 0 z z �2Jw �°C-OLn OW LL N W 0°z0 o(n Q zz az �W z z a OLn o o Q i_q D Z W U V) w OC 0z Q CD Q LU LU (, z z p "U O U J LU Z I- C9 O z ¢ U 00 Z g W kom SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DAVIS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS 14RE: FBRC R308.4) R308.3 HUMAN PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS I 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 EXPOSEDEDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1 524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 1 0. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 1 1. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. IEXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)/2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1 . CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES 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: - _ _. DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD15PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USEO.1%BYVOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS f'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11". 5.3. 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8'.)., ANDWICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER T-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-O 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 INDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER -O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C� AS PER DETAIL'F/S2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1 A 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. 0 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 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 BCS1 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. 0 NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 0 TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. 0 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE�!PLAN SET. PRECAST CONCRETE COMPONENTS: 0 THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: 0 ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION _PUR_P_0_8ESZN_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, so NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: 0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. * ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL ANID/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. *0 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. so 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. to 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. 1 31 X 3-1/2" TOE NAILS OR EQUAL. 00 UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. --.-.- - ---..- I 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"X6"X3/8' STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. 0 AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W1 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 BRICKISTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. :VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. : BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. 0 THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR I MIAMI/DADE NOA. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" 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" D.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.O.) 0 ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". 0 ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7". 0 ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. a 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 � ULTIMATE WINE) SPEED (Vult) 131B.'a - MPH NOMINAL WIND SPEED (Va It) 10a MPH RISK CATEGORY 11 - WINE) EXPOSURE C, INT. PRESSURE COEFF. +/- 0.15 ENCL05ED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) I � AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) FCOMPONENTS ROOF a 10 SOFT + 26.1 / -453 PSF ROOF -0 10 5QFT I + 26.1 / -10ro."IFSP 6 20 5QFT + 24,2 / -43.4 P-1-F a 20 SQFT + 24.2 / -ec3.4 FSF 10 50 5QFT + 203 / -42�2 P_1�-F a 50 SQFT + 203 / -cJO.ro FSF ILH 6 100 5QFT + 15.4 / -41.E-) P5F a 100 5CFT + 10.4 / -53.1 PSF WALL (:��) 6 10 SQFT + 45.3 / -413,1 F`5F WALL (��) 6 10 SQFT + 45-3 / -roO.&PSIF t__ (��) 6 20 5QFT + 42.2 / -4-1.2 FSF ();�) 6 20 SOFT + 42.2 / -56,5 F&F -q (]�:) 6 50 5QFT + 40.1/ -43.4 P-l:-F (E) -a 50 5QFT + 40.1/ -51.a PSF Y_ -a 100 SQFT + 36.4 / -415 P5F a 100 SQFT + 3a.4 / -50.3 FSF a 500 5QFT + 33.6 / -3'1.& FSF a 500 SQFT + 33.6 / -3-I.& PeF ]�_ I --A GARAGE DOOR 6- WIDTH + 40.4/ -43.1 PSF GARAGE DOOR 8' WIDTH + 40�4 / -45-0 F5F :__3 (:�i) 10' WIDTH + 3c3.a / -42.6 PSF (R) 10' WIDTH + 3cjZ / -44.5 IPSF 12' WIDTH + 3cJ.I / -42.1 P5F 12' WIDTH + 31B.1 / -44Z IPSF iIro'+ WIDTH -� 3a.2 / -413 P5F Iro'+ WIDTH + 3a.2 / -432 F5F CHART 15 IN "ULTIMATE" PRESSURES. CHART 15 IN "ULTIMATE" PRESSURES. IGARAGE CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED . GARAGE DOOR PRESSURES A55UME NO END ZONE DOOR PRESSURES 45SUME TMAX IN END ZONE I _j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) I I Z ROOF a 10 SQFT + 15.1 / -21.2 F-AF ROOF a 10 6QFT + 15.7- / -64.OF51F - 6 20 SQFT + 14.5 / -2ro-O PSF -S 20 SQFT + 14.5 / -5e.b P5F ' F_ a 50 SQFT + 12.2 / -253 P5F -8 50 SQFT + 12.2 / -54.4 FSF 0 6 100 5QFT + 11.0 / -24.1B F5F a 100 5QFT + 11.0 / -50.2 FSF z � WALL. (�) e 10 SQFT + 21.2 / -2c3.5 FSF WALL (�9) ,w 10 6QFT + 21�2 / -36.4 P _1-F w (��) -S 20 SQFT 4 253 / -2&3 FSF (];�) -S 20 5QFT + 253 / -34.1 F-AF -1 (��) 6 50 S(;�FT + 24.4 / -26.0 PSF (:E) 6 50 SOFT + 24.4 / -31.1 F5F fn LLJ 6 100 5QFT + 23.0/ -24.1B PSF -s 100 SQFT + 23.0/ -30.2 P,15F I 0 500 SQFT + 20.3 / -22,ro P5F -m 500 SQFT + 20.3 / -22.& F5F ��3 GARAGE DOOR 6' WIDTH 4. 24,2 / -25.e PSF GARAGE DOOR 8' WIDTH 24.2 / -2-1.0 IPSF () (�;�) 10, WIDTH + 23.13 / -25,ro P5F (R) 10' WIDTH I .+ + 23,cJ / -2Col PSF I j 12' WIDTH + 23.5 / -253 FSF 12' WIDTH + 23B / -26.4 FSP -1 l(o'+ WIDTH ' + 2 2.1b / -24.5 PSF 16'+ WIDTH 22.cJ / -25.1b PSF -4 .+ CHART 15 IN "ALLOWA5LE/NOMINAL" PRESSURE$. CHART 15 IN "ALLOWA5LE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED I GARAGE DOOR PRESSURES A55UME NO END ZONE GARAGE DOOR PRESSURES A55UME 2'MAX IN END ZONE BLOCKING DEFINED (THE FULLOWINCi SHALLAPPL".N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:, 0 BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4. * BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. 0 BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. 0 BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. 0 BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. 0 BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS E. -STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF �HE 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.O. 0 IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) 0 ALL STRINGERS TO BE 2-2X12 #2 SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. I 0 STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: 09 @ MASONRY/CONC. WITH "' DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). 4 00 @ WOOD WITH (4) 0.131 X 321" NAILS AT EA, STUD MIN. (1 6" O.C. MAX) 00 IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS 0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: *0 @ CONC. W/ 1" DIA. X 3" TAPCONS @ 12" O.C. 4 1 00 @ WOOD ATTACH W1 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. 2 00 ATTACH STRINGER TO FOOT WITH (2) 0.131X3'" TOENAILS EA. 2 0 LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. :: IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. 00 IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X31" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 1 X 321" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. 2 #0 LEDGERS TO BE 2X8 WITH: too (4) 0.131X31" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. 2 000 4"' X 3" TAPCONS @ 8" O.C. STAGGERED @ MASON RY/CONCRETE ATTACHMENT. 00 ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. I 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 HL FOLLOWIN6 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 FOLLOWING SHALL APPLY U.N.O.) 0 VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLOWnqU-SHALL APPLY U.N.O.) 9 REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. * WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLOWING SHALL APPLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, I OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. \A\ � �i .... INV , .... . ..** �/�, !��,�,�;5)..;� -, . EIV *..� 1::� -04 .1 ,v .� ��, �$, %o .5;. Gj. -* . ;ol_ �c --. I . 0.8 *.' :� I , 111:5* * ;�_ ,::� z: *: - . : -,XA- I = * =-a* : - - . .*� ::: 70 % - 36*1 .., _-_ f. !� 5:.O* .IQ7 .Z� w.. , ..4�; - .- <k\... 4 " , , .... ORION * , !�, .... -/ �� ", \ _\ //; Xb.. "k, // A *c * �� G,\\�\\N I 0/till I I 1\\\\ - I u w z , 0 � >_ , < 0 Z �- W _j X Z U 0 < < = F_ �_ z WOF,� �- 70) 0 Z-,. ui � Z M , �!s E < �9 - cr , 5 :; m � Z " CL wx m < - �i2 L,: C a- Z) ,02 � , t: w m: _- 8 8 2 F, �'e z � D -0 �_ < m jx_. 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SN I -----7-F- 1 --T--i - - - -1 - I I T_ I I I I � - - - - - - - - - - - - - - - - IMP50N 5PH4/b/a OR UNLE55 NOTED OTHERW15E, (2) 5IMP50N 5DW05600 AT A MINIMUM ALL FROM 5TUD TO TOP PLATE UN5PECIFIED FRAME To L - - - - - - - - - - - - - - FRAME CONNECTION5 5HALL CON615T OF (3) 0,131"X3-1/2" ENE) NAIL5 OR TOENAIL5. ATTACH PLIE5 PER 411 ,A 5IMP50N M5TGM 60 MAY 5IMP50N HTT4 W1 5/6" DIA BE 5UB5T1TUTED FOR AN A.B. (WHEN 4-&TUD CORNER All, IWI HTT4 WHERE LOCATION OCCUR5 ON 70P OF GIRDER OR F ALIGN5 WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 5IMP50N M6TA3& 5TRAP5.) NOTE: U5E 4-5TUD CORNER 5HOWN FOR 2x4 FRAME. FOR 2x& OR 2xE 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 FRAME 2X4 R-1 l/R-1 3 KRAFT FACED EXT FRAME 2XIS R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-1 1 /R-1 3 KRAFT FACED (2) SHEET METAL� SCREWS PER UNIT BRACKET /-A/C (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 101-01, TANK -LESS W/H H C G 000 CORNER OF HOME 51-011 < 0 C) GARAGE SIDE STUB -OUT FOR � 1'-0" L I = GAS METER 0 01 0 Lo 0 CN M Al- - - - - - - 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. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" 0. 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 2l'X 4" @ 24" O.C. F-1 (2) 16d TOENAILS 2" X Ul @ 24"O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) SIMPSON HTS20 OR (3) l6d TOENAILS �T 0 EUN AL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). So THERN YELLOW PINE, 55 PSF LOADING (1) 5IMP50N M5TA3& RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT CORNER. ALONG THE 'OF PLATE - B AF MAY BE APPLIED OVER 5H T r 5PEATHING. 0 13 0.131 x 3" COMM. AT I(o` oc. LU J co < 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . X . . . . . . . . . . . . . . 4- + + 4 - . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . �0 .. . . . . . . . . . . . . . ... . . . + . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + 1-01. (TyP.) 0"'T yp, + + 00, 6-0" - 01 +44 + ++ + + .40 01 6'-0" + 4 + + + + + + + + 4 + + <-� + -1 + + + +10 . . + - + —+ + 4 + + + + + + + + %. + + 4 . I I + + + . . . + + + + + + + + . . . . . . . + 9 /++ ++ . . . . . . . + + + + + + + . . . . + + + . . . . . . . + + + + + + + + + 4, + + ....... 4- 4. 4- + + `RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB OU MNU Or-YAPM IMMILO �LU V V.U. F-LJUF-,D 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 rrO �11 RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI'5Joist 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 1.811.7 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM F - F ....... LU . , CONT. #5 STD. 90' > CONT. #5 7- BAR HOOK .... .... BAR i . I E: #5 CONT. ...... ..... . ... I 1 11 � 11 1 ROM T =F FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION 00 TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fro STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. I I 1/8" min. 2" min. Small gap 2" " Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 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 4" max max. 4 max. Web Stiffener rastener Schedule Joist Bearing ocation Series I Depth I End Intermediate BCI 5000s� 9-1121, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI 6500s@ 9-1/2" 2-8d 2-8d 11-7/81, 2-8d 3-8d —14- 2-8d 5-8d 16" 2-8d 6-8d BCI 60s8 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 1 1'-7'9" 3-16d 3-16d 14" 1 5-16d 5-16d 16" 1 6-16d 6-16d 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or Hangers with side nailing. . OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer = 1900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearin wall must stack Use 3" (1 Od) nails at 6" o.c. Load bearing walls Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or t7 Plumbing beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and I require additional wall or beam below.* blocking and wall or beam below.* k� Joist consideration. Check When joists meet over wall, provide - local building 1/16" 1-13/4" minimum bearing for each. I -Joist can be offset --- Squash block (2x4 minimum)--) Bearing wall, Versa -Lam LVL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE STAIR INFO. IF CONC. PLAN FOR MORE INFO. 2" STAIRS FORMED & 4 POURED W/ (1) #5 1 EACH STEP I I I FOR 2'-0" TALL STEM z -_I � I < " co PLACE #5 VERTICAL@ 8'-0 LU O.C. MAX. AND FOR 3-0" U) TALL STEM WALL PLACE #5 VERTICAL @ 64" O.C. MAX. @ EACH CORNER & COLUMN. SEE PLAN FOR 11-11 MORE INFO. & COLUMN LOCATIONS �01 (2) #5 BARS CONT. 16" LARGE STEP DOWN r�ci� SCALE: 3/4"=V-0" � �Nl Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration, SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) t (.0 ME 10 J= 1 1% 1% A 1Y2" ROUND HOLE MAY 1�0 NOT CUT HOLES BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER THAN 1Y2" In M /UIIILJ IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN li/2" 8 1 '-0- 1 V-11 - V-2- 1 V-2- 1 V-W I'-X' I I t-7- V-11 1" 1 2'-4- 2-9- V-2- 3l-7- Any 16" 16ist Span (ft) 12 1 '-0- 1 V-1 - 1 �-2- 1 V-2" -1'39�"X4" 2l-I 1" 3!-7" 4l-2" 41-9" 5-4- 16 V-0" V-11" 1�-2" V-2' V-7" 2-5" 3�-2" W-10" 4-9" 5�4' 6'4' r-2- 20 V-0" V-11" 11�-2-1 V-2- 2'-0" 3'-0" 4'-0" 4!-10" 5l-11" 6�-111" 7l-11" W-1 1" I 'A 7, 1 �-2- V-'A" 2!-5" , 3�-7" W-9" 5!-10- 7!-2- 8-4- 9'-6- 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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 THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Install tight to top flange. J( �400� Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of topflange with to top of bottom flange with flange. flange. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top Web stiffner as anger flange is laterally supported by joist hanger. doesn't meet Web stiffeners are not required when top required if h height requirements 7 0.6 X Joist : Tdepth I -JOISTS BUCKETS N.T.S. SIMPSON MGT L11 w/ (22) 1 Od �GIRDERTRUSS NAILS TYP. 2"x TOP I PLATE P I 5/81 L THRU BOLT— 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL -INA X TV RIM= SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO F— STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR 'LLA/C CHASE �4-PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON i w/ (18) 1 Od NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION 40TE: JPLIFT VALUE S BASED ON P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION N TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION 7� 4 SEE FND. PLN. SIZE & REINF. 12- BELOW GRADE PIPE VERTICAL THRU FND. s x 4'-0" PVC OR SCH40 SLEEVE TOP (2) #5' CENETERED @ PIPE PENETRATION I IF PLUMBING LINE 4 21 SEE FND. PLN. 7� 1 SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETER PENETRATION PLUMBING LINE Fl- ED @ PIPE 41 4 SEE FND. PLN. SIZE & REINF. j�IRAN/A- 4P N - * .. \,\ C io ;:�, Poll Zz W. 86623 8 TIE OF .� 0.. ..'4z op *1 A, '11� WU 9 1,- >- 0 z �- = __J :C:D U 0<�, z -z -. 0 0 0 P0 'z 0 U, 'M :5 E 1 z � > - U, Z) z 0 5t8'D F- 0, F, 2 Z, (D U t 9 F-- z < < 0 < Ln z< cc E;eo z z t 0 <Z U `4 z Di z < M z z 0 - LU wou , �� W.'A -J > < w U.J Ln M r-� M 00 T-4 r4 �0 (714 t.0 0 r-J ro (.0 1 M Ln 00 00 ME z Uj Uj ui -5 Mn Or-O n 6 - Ln UUJJ �V-:) LU E-j Z W 0 00 U-1 --i U.J C) u- C, < LU Uj z Z 0 0 2 > < > U X LU U.J 0 - I-- X < :D UJ Vi Z r, < LU 00 o- W a z 0 < > C:) C:) z 0 14 4-J C:) Lr) P-4 ko z C:1 > V) ef, 14 4-J, V) fu Lr) M I I'd- L- V) N Q) 0 U-) z U- U>� fu CL. CO < E z W z LLJ C:) —J U) UJ U) z UJ fn ZD z < SCALE AS NOTED DATE 03-11-2019 SHEIET NO. SN 1 L- - - - - - - - - - - - - - - FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) V ARIES T Y7 P �NLE INSULATIO Z P.) VARIES TION �LE 5/8" OR 1/2" H IG H STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" 0 C CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL J (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 1,7HURRICANE 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. VARIESAdf_`� ALUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X116" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL -------F'INISH S AL ED A� L .N 2x E O.C. 1x2 PT WD FURRING @ 24" 11 (1) #5 VERT. I 1/2" GYPSUM WALLBOARD CELLS(SEE U.N.O. FOUNDATION FOR LOCATIO 4"x4" INSPEC 1x4 P.T. BASE NAILER �z 3 1/4" BASEBOARD PORT AT EAC MIN. 2500 PSI CONC. SLAB FILLED CELL cy) AT GARAGE C MIN PSI MAY VARY PER U) TO CUT BLOC MUNICIPALITY. CURB DUE TO 0- /-NOTE:EXTEN "FIBERMESH" DECO FINISH BELOW GRAD Full W1.4XW1.4 WWF OR CONCRETE SLAB W/ 6X6 E CN 121 rM44 _L1 6 MIL VAPOR V 5 04 BARRIER r= COMP. SOIL. ;7 LirF, (COMPACTED I U 9b/o MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-4" U. N. 0. DETAIL) TYPICAL WALL SECTION SCALE: 3/4" V-0" 1�,, �3 N FILL PLAN NS) TION H TYPICAL ONTRACTOR K OR POUR SLOPE D 4" to 6" E OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 1411 0 H D RECESS hlj�l 1- 1 1_1 SEE A/S3 OR J/S6 3" MIN. CLEARANCE FOR REINF. INFO. L11 1'.4" (11 STORY) / V-8l' (11 STORY w/ DEPRESSED SLAB OPT.) 1'.8"(2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6l'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E N3- (2) #5 CONT. ON 3" C_4 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) A WWF OR FIBERMESH cl) LIN -I I lEEl I Ed I F 11 1 M 1=1 I F, =1 Jill L 1 urk.L, IL I -1 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT (`GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL A A. F. F. ___1E ..f. -4 A 4111 0 z ELEV. 4-3 1/2' . A- A A. F. F ��Q 0 . CO T:--�/ '-' 2x4 N * * I . 4 U- *If . & AN k IA, All A- CN , q ;'.. A GARAGE DEPTH VARIES A .4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 2x S.P.F. ST DS A 16" O.C. LOAD BEARING OR 2x STUD - EXTERIOR WALL 8" C.M.U. 1"x P I T I STUD SEE CC/S3 OR CN #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 10d NAILS TYP. CN 2x P.T. PLATE 7`41 ASSUMED FINISHED . �GRADE 7�1 0 MONO OR STEMWALL FOOTING MONO SHOWN 11 FOR CLARITY 00 411 NOTE: 2� CN *FOR BEARING WALL W/ UPLIFT ONLY I trriLLtrriLLkrTILLkrTfijj4.rliL#7.;LLIM FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 WELDED WIRE MESH 3 1/2" min.) 4"-,\ GRADE 00 11-IF, -(1) #5 EBAR w/ OPT. IEEI I IEEI I 5EI I �El I Ef I I I 1=1 I 1=1 I 1= I 1= I =1 I I-- I ItSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-101" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 0 H D RECESS 4 4, 00 z =I 16 SEEA/S30RXS6--� FOR REINF. INFO. L.3" MIN. CLEARANCE V-4" (11 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 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 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S. B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 21' 3 1/2" MIN. > I> _7T A 00 STRENGT� _dl YP �TYPE x BIT BLE RO OmI7 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (110) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-13". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (110) 1 Od NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Y 1/2"(min' t 4"� 3 1/2-"(mi 4" Ill x EE il I 1 =1 I = (2) #5 CONT. _:FF 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL a STEP SHEARWALL in FlM 111 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 0(ps (2) ROWS OF 2x BLOCKING @ cc�1\1�1 THIRD POINTS 2x STUDS @ 16" O/C ULATION PER CHART ON FLOOR PLAN 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL SIMPSON SP1 w/ (110) 1 Od NAILS MIN. 2500 PSI CONCRETE SLAB W/ � 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 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2x3i/16" PLATE WASHER (TYP.) - (ALT: 112"x12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ -16d TOE NAILS @ EACH END 2 -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW �2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-6". (2) ROWS 2x BLOCKING @ 3rd-PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH j L 00 _ j I A 3 1/2"(min. 4'�, I 1 r= 1 r I Ill - 11 1 (2) #5 CONT. 4" _N U.N.O. 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH F_ I BAR EEP SCREED INSTALLED PER MANUF. __�#3 OR #4 REINFORCING BAR ADE 40 MIN. Fy= 40�ksi, GR #3 & #4 LAP SPLICE 2� k [GRADE 60 MIN. Fy= 60 si FINISH GRADE 00 M 25" MIN. LAP [30" MIN. LAP] I> 1 11 f=L*1=&J all I = 1! - " 71 00 6 MIL VAPOR BARRIEff =111=111 FIT", 1 �r=l I mR -1 XXA\ A' 'AAA Z.--- AAAN �KAA- El I lEl I FE1 I FE1 I IEE, - #5 REINFORCING BAR R 17/8" (N . 1 IEI I IE�1 I F z 4L9j AP_qP I I rF 1=1 I r�l 1 r = COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM F, T -1 tlll 11-1 �,T _1 r=111 -1 -Ill ... ur D1557) - Ll [�_=Il Li r�=11 Li r� �_, 111 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING // 2 W r;P E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. I.T. 2x HOLD GYP. BD. 2" 1/2" FROM SLAB CONT. BEAD SEALM 01-01, ra _j - < A A INTERIOR 4. ; . .. ' , - -A.. - . . 4-. -3 1/2" -Al )NCRETE NAILS 1 1/2' ABEDMENT @ 12" O.C. -AGGERED, FROM BOTTOM ATE TO CONCRETE IN. SHEAR 180# MIN. NSION 120#) CONCRETE SLAB d o? co 61 BARRIER 2X STU DS @ 24"0. C. U. N. 0. .9 GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT ff= 6 x 6 W1.4 xW1 4 ro WWF OR FIBERMESH 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 _ _ TA I I k 10 Ww 51-MA Ly, I I K®REAN N M 'M61mm.1vlow IzInwizinwizi !! M A, Irb LAFJ 6FILICE TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (110) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM _j < END OF 2" x PLATE LU 0 w I . . I> I 0 "v R FROM I ATP_ REBAR DETAILS SCALE: N.T.S. 1,_,13� F� SEE FRAME -DOWN FALSE BEAM w/ (3) �-PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. M SEE PLAN FOR ij� AX. INFO & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN FOR STRUCTURALBEAM 5:z SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING U) z 0 ATTACHED PER NAILING COLUMN LOCATION Lu I__ SCHEDULE Fr w w w w SEE FLOOR PLAN FOR c/) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 181D1 wl 1/4"x3" 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 - cy) REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAV ERS OR SLAB PER COMMUNITYSPECS 0 01 I Jj;ELl I ON 3" CHAIRS (2) #5 CONT. (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� F-16". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-13". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 C14 WWF OR FIBERMESH , rT 7 -Irl Zl: C) TYPICAL INTERIOR BEARING SCALE: 3/4"=V-0" S3 WALL W/ UPLIFT rG 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 VAKItti WWF OR FIBERMESH Q si S.G.D. (U.N.O.) 00 4 C�! A. SEEA/S3/J/S6 1 118'" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D M� SCALE: 3/4"=V-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I EXTEND FILL CELLS TO FOUNDATION PAD CING. CONT. FOOTING ST EEL MAT REINFOR GRADE z 00 K w 0 Lu U) Lu N z = I - s- 0 00 F__w 0 F- a- Lu - < U- cr U) < _j G BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE FOOTING WIDTH (SEE SCHEDULE) SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 R A IV N 11�) ...... E Z. N .86623 -A. STATE OF o*. 1, A 40RIDP' 6t i , , Offgl�% L\\\"� L //III I I I z t 0 9 po <z z '12 �� , -z 0, w- E 0 F, l- zol 0 , - 0 u 2 � E z, E Lu 'o z 0 z u :r 2i K � z z o 2 z V) " Z, 0 - � -.- Pz =0 3 0 Z, z- 0 (z5 z < ILL vl Z 7, z z LD 2 3- = < w 0� Lu u cy) ry) 00 r_1 r1j L.0 (14 W cn Lo Lr) 00 00 -1 12 %w Lr) rn L6 Ltj uj Z 0- CL CL < uj Lu V) F= s- , M :5 Z = 0 x 00 = �e uj __j W r,4 Ln E LL < LU LU > z z 0> uo LLJ x , _j _j X < z r, :D uj oi� < Lu z 0 < _V11 > C) C) Z rj 0 (u r, 1-_� 4-J C:) Lo .- 1._q :3 t.0 C) > Lo ro c:) 14 rn C) - r*-� 4-J ru U) ILI) _0 En 1- U*) r" z a) Ln <L_ LL_ 01 ro C'� U O�. co E �oo z z 0 0 11.0 z ui 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 POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE L— — — — — — — — — — — — — — - J 2x BLOCKING @ EACH END W/ 1 Od @ tj4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VAMES O.C. TO EACH HEADER FACE WALL HEADER DETAIL 2 x 6 (MIN.) FRAME SCALE: N.T.S. S4 12 TYPICAL WALL SECTION (Typ) SEE ELEV. ------SEE 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/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID __------POINT EVERY OTHER + + STUD Wl (3) 1 Od NAI LSP� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- --- SIMPSON SP1 w/ (10) 1 Oci \--�BLOCKINCG (TYP.) NAILS AT EACH STUD 2x P.T. PLATE — I — ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT.. MOISTURE BARRIER AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. �4 -VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4 WALL CLEAN -OUT A� SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT----\ ) #5 BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 4 -4 4 4 STD. 9CPHOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wl (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION d 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. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" CONCRETE INSET TO o,,--FORM CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIA < c� w 0 FORM CREATES CONCRETE RECESS TO \� 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 8x8xl6 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 TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 .4 �BE EE PLAN FOR FOOTING POURED CONCRETE BASE FOR OTTOM OF MOUNTING DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp—"� SHED FORWARD THIS DRAWING. - SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WA LL c EXTERIOF WALL 7 5/81, 8" 7 5/8" 8" 75/8,, 8" A 1 R -SOLID AREAS ARE STEEL AND GROUT DOOR OPENING DOOR OPENING A I Fol Fili v 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. VERTICAL JAM 33OLID AREAS ARE )TEEL 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) RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD EACH END WALL 4 /,DOOR STOP Lu 'o. 4 MOL < A' DING a- U) 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR CHORD OR BLOCKING 2 x EQUAL TO TRUSS BOTTOM 6 P.T. @ 24" 2xSTUD v O.C. MAX. rPROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TY SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 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" BLOCKING (TYP.) 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) W/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT, IN CONC. FILLED CELL---,----- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4,?,, SPLICE STAGGERED S�PLICE 10d @ 8" O/C 4 . . STAGGERED FROM BOT. u ATTACH ALL EXTERIOR STUDS SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE W/ Y816d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC) A NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL � �J TYPICAL GARAGE DOOR BUCK � �K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 SCALE: N.T. s SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON rc-) 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 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 l'- 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) STA30 (3) =(4 (2) 1 1 ( 4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE Wl (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ��2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS BEARING WALLS NOTED NOT REQUIRED @ P.T. BO PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SP4 SP2 IF C. 2X STUDS @ 24" 0 A - Y /8"xl0''T' BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION -2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL P.T. -ATE SIMPSON SP4 simirsON SF4 SP2 17 SIMPSON spi SIMPSOW SP4 10i ST TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SIMPSON SP4 'x --1 /-J- M 2X8 P.T. E BOTTOM P�AT SIMPSON SP2 NAILED INTO TRANSOM FRAMING 3P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" kGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE �OB 10""J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF) 3 (4065# SPF) S (6865# SPF) IN. 8" PDXIED A.T.R. & NUT 'OXIEDA.T.R. I & NUT OXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(l) #5 CONT, & FILLED 5/8"X 10'* J-BOLTS @ 2'-0" O.C. -MASONRYWALL N @ A -- 1 Od NAILS@ 6" O.C. STAGGERED STAGGERED 0 0 TRANSOM FRAMING BEYOND. 1� N — L PLYWOOD SHEATHING 0 SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD spi SIMPSON SP8 FOR 2X8 WALL) SHEATHING SP4 SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- SIMPSON SIMPSON SP1 W/(10) 10d NAILS WALL BELOW o-'-5/8"Xl0"J-BOLTS@24"O.C. SP4 MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE L5/8"xlO" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. , RAN N \GE oe 6623 TATe OF 0 51 1... 140 .00 oot" 1 ORIDIP- N ; N 'A z -<o z L: u 0, z n2z m �s zo 0'- 0 0, P 'z 2 Lu Z' Z 5.8, zuz� 0, R ww <� . U <2 < tr=' -- K -- z 0 E Ln z< 2 2'. 0= Z�'- E �- 'z g -Z 0 g w 0 �� < _w Fn u- uoz7, zo-m< >-wo- a m 0 lzz�-q Lu �M�5= x: L� mul: w D < w w I'l w Ln rn r� rn 00 'H r'j L.0 r14 �D N ro t.0 4 Ln 00 00 2 4t 10 m 00 uj ui uj 6 mmm ui F.: 2 'o'o -m mmm Lu LU z o'o r4 CD Lu < z 0 0 > z < > u ui x 0 -j x < z r-< uj in Lu vi oq wi rl 0 0 > c:) r-4 (n ;E c:) C) > U) z 14 C) -,.r Ln < (n Ln z0� w 0 Ln L- LL u CL oc) < § E z ro z C:) uj C) %.0 U) ui 0 z < U) SCALE AS NOTED DATE 03-11-2019 SHEET NO. s I— 1 —1 F-TH-F ------ TT-T-T 7.7FTT- ju, F, jF F- - - - - - - - - - - - - - - -- I SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS -\ SIMPSON HlOAw/(18) SIMPSON SP4 w/ (6) 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES 4ZDAPr)D)�r.XAlAll HQr: NAILING SCHEDULE FOR SIMPSON Hl OA w/ (18) 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 2"x4" SHEATHING DETAIL OHTI r)nvpp OUTLOOKER 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24 O.C. I-XINU I'VAILINU 0%,nrZUULrZ TOP CHORDOR SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F 77� FIRST FOUR ROWS OF 45' 24" MAX. 45'± TOP CORD BLOCKING 45'± Xz 2X4 CONT"L" BRACE TOP CORD BLOC'lKING TRUSSES @ \-SIM SONHlOAw/(18) FOR FIRST FOUR FASTEN ED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO88 BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND X4 K NCKER SHEATHING TYP. ZA4 1 KER x8 YP#2 1" BRACE T 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8" 0- /C. @ 8._o� O/C EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2X4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. F GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A W/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d FROM LEDGER TO L J 7/16"OSB SHEATHING & (2)10d TOE NAILS @ kt/V BLOCKING - - - - - - - - - - - - - - - ATTACHED W/ 1 Od EA. END �\ --D';UM NAILS @ 6" O.C. EDGES -- WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C, INTO 2"4" P.T. PLATE 2"X4" LEDGER (MATCH BOTTOM CHORD L w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4`7ONTbP OF PANEL RI OCKIN WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 481, O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED W/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"xZ' 0 PLATE WASHER -SIMPSON HETA20 W/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 114"x2 1/4" SCALE: N.T.S. �5 SCALE: N.T.S. TITEN ON OUTSIDE I LA L SIMPSON Hl OA w/ (18) PArVKlAll %A///')% lAri KlAll (Z SIMPSON HGAM10KT w/ (4) 1/4"xl 1/2" SIDS SCREWSTO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU I SP8 FOR 2x8 WALL) -_2x4 OUTILOOKER @ 24" 24" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) BLE TOP PLATE x SS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1-1-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES Tw AND 12" O.C. FIELD (2) 16d NAILS 48"A 2x BLOCKING M 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. �5 1 Od x 1 12" AT EA. Wd OUTLOOKER 'REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOPCORD X-BRACING, AND TOP SCHEDULEFOR \x \17 BLOCKING FOR CHORD BLOCKING 00 00 SHEATHING DETAIL FIRST FOUR ROWS tMA INFORMATION OF TRUSSES @ 2 2"x4" CROSS BRACE 24- X. EDGES OF -WOODTRUSSES 60 ZOE APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 Od & (2) 1 Od TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END -GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF NAILS (2) 16d NAILS (2) OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. GES AND 12" O.C. FIELD 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 & .16d /,--JACK TRUSS uoo �N TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. ")t:U I IUN SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 Z. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1 0dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS v"m JOINT L-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION —.-7— 77 —ill T-T _F7--7-- SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" - OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. � S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS 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. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ,-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3" @ 4" OIC SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" --- SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 1 24" O/C (TYP) V7 \\-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C z ui SIMPSON HGAM10KTA w/ (4) \MOISTURE BARRIER 1/4"xl 1/2" SIDS SCREWS TO \\-BOND BLOCKING & (4) 1/4"x2 3/4" 7 BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING-___ 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL l" BRACE ATTACHED W/ 10d NAILS @:4�" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 6si) 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED /--16d NAIL W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB SINGLE l" BRACING DETAILK 6 SCALE: N.T.S. 1\1 �sl DIAPHRAGM -4 BLOCKING @ 48" O/C ,,-GABLE TRUSS 3 TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. \\ �l 20'-0" MAX 20'-0" MAX "X' BRACE SEE DET, J/S5 CONTINUOUS BOTTOd CHORD BRACING 2X4 MIN. d Lu — — — d Lu 9 ;t 9 9 z Lu w m < 9 0 C) Nr 9 d w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N. 0.) l" BRACE 2"x6" (U.N.O.) l" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-131" & 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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION t;WbUN 6F2 Wl (1;e) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN - -1 -T— LF T--T I —I- -r-I , 5 —1 -ITi-vi m, —, I -T 1 -7— - T-- -F----F 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS] 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0\1111111//// Lot TRA \N� ,ATRA)V,/ c 46.. cl, _0 or ut z 0 Z p, z o a gwg F-- 0 u - � a �- z Lu L>� u .L: z cl� u M F F- 'o z Ln =2 p z�o 0 0 z z U. co z 0 z LLJ xcu -j w� �- LL . � w=M xw>� cr z) u 00 r-i N J '�D r-4 (.0 C14 cn Wo -J Ln 00 00 Ln Z 1, 0,0 uj uj uj �2 0'0 2� mmm uj "o Lrn, mmm Lu u) -;� 0 z . o = < UJ LU 0 0 > Z < > U Lu L>u< 0 Lo x_j r-z < z r, < Lu Lu LLj 00 -1 co z 0 Lo c:) 0 0 t7l :2 c:) 14 cy) C) ru Ln CL V) 0) Ln L- LL C)L z u CL 00 < § E 100 z z C:) W w c:) ui F- ou) z < LU F- 0 C) z D < rlr U) SCALE: AS NOTED DATE 03-11-2019 DOOR JAMB (REFER 1X4 1/2" DRYWALL F� U DOOR JAMB (REFER 1 X 4 F112" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL F TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS *1 FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 X 4 FURRING 3116"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16"' TAPCONS STAGGERE D 2X8 LL BLOCK@ SPACING 1" DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" 0. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 1/2" )' TA P Co N TAPCON @ 16" C) 4 FIR O.C. & 4" FROM 0 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER A 1X4 1/2" DRYWALL DOOR JAMB (REFER E D EACH END W/ MIN EA H C N W DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR 1 FOR F TO SHT. SDW2-K1 2" EDGE DIST. 2" EDGE DISI TO SHT. SDW2-K1 CONN DETAIL FOR CONN, DETAILS FOR CONN. DETAILS 2 O.c. 10d @ 12" O.C. 1X4 FURRING 3/16"o x 2X8 P.T. WITH 3/16"0 X 3" D T A" mr:r 2x P.T. AS REQ'D L 2X8 P.T. �s LONG TAPCONS STAGGERED @ 16" 0 C.. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK BRACE(S) 2 x 8 BRACE/ BLKG. 2 x 8 45A DIAGONAL (4)lOdNAILSINTO 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR- \\\-2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -,\ 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----,-- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 1 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BLICK ---- I - CONNECT TO BLOCK 2 x 8 BUCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX SOLID BLKG. AT TOP BTWN. ARCH EMBEDMENT INTO FBLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TgEz:-- ----------- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL `2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL B-B SCALE: N.T.S. IrK �, �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 TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2'-0" SECTION A -A 81, 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EXPANSION STRIP 20 ga. PANEL ANCHOR PERANCHOR) 1/4" EXPANSION BOLT (2 9 ga, PANEL REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP5 STD. 90, HOOK C t±5 NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"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) 114"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) W1 (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. 1,1riltul ROOF SHEATHING ATTACHED .E (5) 12d NAILS PER NAILING SCHEDULE 2X6 TO 2X4 GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS 6-0" COVER /-F.F. 41 - I I I I / X 1=1 I 1E1 I __=_ 1EE1 I 1=_1 , FE1 I 1E1 I I - GRADE __I I Ifl F: CN cl) (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 7 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S 0 40* A# 41*# 414 41* 411#P + + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 1 FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" 0. C. TO TRUSS TOP CHORD -'7'1-1 ,—PLYWOOD SHEATHING BLOCKING AS REQUIRED + + SOFFIT + + TO SUPPORT CENTER SOFFIT 6 % SEE ELEVATION FOR OVER HANG (MAX. 4'-0") 0 SECTION@ ROOF EXTENSI N SCALE: 3/4" V-0" �s SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT& 3" MIN. EDGE DISTANCE UNACCEPTABLE INSTALLTION DO NOT DO THIS # #5 REBAR (TYP,) #11 401TD. 90- HOOK (TYP.) SCALE: N.T.S. -,PP cZHPPT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" OTCH qWB @ FIRST COURSE z 0 cn U- 0 Lu 0 < U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB E METAL SEAT PLATE NOTE: NC LAP SHEATHING TO LA BOTTOM OF BAND BC JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG-L�L,.*' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" EOTE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51 -011 wo SCALE: N.T.S. #5 w 1.0" CENTERED W/ BAR IN TOP C> . ........... KNOCKOUT/ CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ow DIRT _10 STANDARD c� 99 HOOK #5 BAR IN FILLED CEL 11� : k 1 .1L V JV Lp I 'V L, L,' .,% . . - - �= Pe,. % V V ,i.v V sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONIC. FILLED CELL U4- SAW CUT SECTION A SCALE: N.T.S. SCALE: N.T.S ?,AN I Kj N C, E N 3 4 86 1hr -0 P40MV'k . � N, w!'50, z ti: z 02 z 0 0 zo 8 � -,:� OP:Z- Z =) 8 iS 3 1 �� m" zum So z Z, CIE u zw z 'Z �Ds V) �<2p< �= �� 2�', z z w z 0 w ICD - t� Z5 � Z< ,Z Z u� wz "u uj cc , =-� _j w z: I it - mu w D Lu < r0 r- 00 r-i �D 174 rn r1j k.0 r-4 rO Ln 00 k.0 00 uj uj z mm cro� Ln rc L uj I= - < 0-0 m, LIU F` L, - v) uj cc 0 00 3: m: Lu __j rj in u- uj < S2 �e ji z: <Z �� 0> ou Lu Fj co > L>U< x- r,: < Z r� Lu < Lu go vi :5 oq 0� -1:� 0 Lu CL z co < 0 < > 0! c:) c:) z rN 0 Q) U-) c:) P-4 ilo -, > U-) cn P-4 in M (o Lo g V) -I- V) N Ln L_ LL 0�. el-% 0-00 E z z Lu CD U) w 0 U) w < SCALE AS NOTED DATE 03-11-2019 SHEET NO. ss WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTIRUXTION& 1 . Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO- BOTTO FLANG "I WEATHER �/E BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM SELF -ADHERED FLASHING HALF ROUND WINDOW FLt-%0r11NU r'L1'%0F111'JU SELF -ADHERED FLASHING DECK JOIST NOT USED NSHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. BY LAPPING DOWN I// ADHESIVE TO BE APPLIED UNDER OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND @ OR EQUAL WEATHER PROOF CAULKING 0 � 0 SELF -ADHERED FLASHING TS SEAL TOPS OF JOISTS UNDER DECKING SUBFLC SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 fkM 4) WP07 WP10 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST 101 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGEDWINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING wpnrl CEMT. FINISH SILL/ POTSHELF1 CHIMNEY SHOULDER %J %J 1 MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING Elm RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED WP081 WP1 1 NOT USED (BEFORE FOLDING, SCOPE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.1 5 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at alI of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 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 .......... WP09 ....... WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing I ;cx Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C:) C) 0 Ln :LJ CD ZN >Z U-) 14 CY) C:) 0 4-J, ro Ln < V) :2 2: a) Ln Z L_ U_ CL , ro ro .q cj� U 0- 0() < WZ § E Z ru LLJ C=) C:) _J 0 0 0. rr LIJ W SCALE AS NOTED DATE 03-11-2019 SHEET NO. W P d a--J N (/) C0 U N L Q O 0 U C)0 N U 'L N C O _ O • O '� 4-1V / O Yam.! •�, U O W V m ` 1 L cc LJ.•I SHEET NO, PA to W z J C V) HD212-2 FL17232.3 ESR-3445 -0 HU212-2 FL10856.4 ESR-2549 O HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 L •O LL HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 �0 4- CO c/) 0> 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 C) � r UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 70 � OTest Pressure rt r t < USP'Connectors � e 'Cross Reference � ,.'; USP Stock Na. FloridaStatewide Product Approval No. Evaluation Report Basis (2018j Simpson Stock No. Florida Statewide " +Product Approval No: Evaluation Report Basis (2018); A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 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 products. Category/Subcategory Manufacturer Product Description Approval Number(s) PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 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 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA The products s 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star -IMPACT) FL20461.1 +67.0/-67.Opsf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0!•67.0 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 FiberClassiq Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf Clopay Building Products Residential WindCode Doors WU (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors WU (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/�0.0 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 HardePlank 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 Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED 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 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie 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, P5L, 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 demonstrate approval t ti of inspection of these products, the following information must be available to the inspector on the listed below did not product at plan review. I understand that a the e me 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. Fu her, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail petal 115018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pwi 1/512016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pagal 1/6016 FL021141111142 F1.029,1111142 FLOM114R2 290 20 29t Deas Pending 2Ma 2291 Eftly 299 2112 Rda Pawing R* 22112 Entity or go no Deb plancurar 2wa MW yersion Manufactu Emilmew & validated! By Volmobd Submitted FBQ Anciroval statm TIM vm man Contact Mandator! by V@Hdsbd Submitted FBC, Awroval Approved version Manufacturer Enoloesir&LIcense Validated By Val subin FBC Acronavol Auedrovird ahm Revision 2017 Thenm&�Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. I'Jng, P.E. 10/15mil' 07/12/=IT 1011812017 12112rM7 Approved Revision 2017 Therme-Tru Corporation Rick Wright Lyndon F. Schmidt. RE. Rysm J. King. P.E. 1011512017 07112)2017 101162017 12112=7 Approved Revision 2017 Therma-Tru Corporation Rick Wrigirt Lyndon F, Schmidt P.E. Ryan J. ", RE, IIY115=117 07112/2017 1011OW17 12/1212017 Approved Calloglaq: Exterior 00M (419) 296-1740 PE-43409 (813) 767-6565 Category: Exterior Doors (419) 298-1740 PE.43409 (813)797.MS Category: Exterior Doors (419) 298-1740 PE43409 (813) 767-6555 $WpCeWgory: Swinging Exterior Door Assemblies rickwarwielitirconsubants. SuliCistragory; Swinging Exterior Door Assemblies riciveniiiinvibldilconsultarits. Subcategory: Swinging Exterior Door Assemblies r1okwChratildliconsultents. Complitarece Method Evaluation Report from a COM Complitande Method: Evaluation Report from a com Compliance Method: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida Florida Registered ArWftd or a Licensed Florida Florida Registered Architect a a Licensed Florida FL#M6l4t2 Products Professional Engineer FIL12114611-litill Prod Professional Engineer F1.420411111-R21aroduces Professional Eng1reeir Product Modet. Number or Name Quality Astumanag Procigot D906111Dtion Contract Expiration pats Approved for Use Approved In Hi Outside for HVKZ priced Dalian Resistant Pressure 129-0 Product Model. Nuantear or Name ounkyAnumercur Product Descrigillorl Approved for Use Approved In HM outside for Use Imatect Darlan Reelaten p� AMA Quaft Assumance Pmductpmfio&M Contract Explredw Dab Approved for Usis Approved in HVHZ Outside fair Use, HVMZ Inusect Reshftnt Design premiums a. ThomwTru Fiber -Classic and Smoott�Star Norninal 6&039:8 11,quothion-Impirottliquot; Opaque 12MI12020 No Yes No MIA 6 1. Therma-Tru Filber-Classic and Sarooth-Stbur Nominal SM9;0 4,quot;Non-Impactilquot; Opaque 121311202D No Yes, No WA 9 1. Thermo-Tm Fiber-Clemic, and Smooth -Star Nominal S'8 Siquothlon-Impriattiquot; Glazed 1213itM NO Yes No N/A Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door Cornposits Edge Ffle"lles Single Door (InswingOurtswing; X configuration) (IninvInglOutsiving; X configuration) (InswingMutswing; X configuration) F1.0204611-R3 tunitelffl-ful 171.020411141till 290 Enft 20 Ra Data Pondince 20 92ft Entity 20 20 Dab Poyang; 20 9202 Ending Dim no Dow P"Arna go VrWm hb,,,ketu- contact Enctimeer & Licanas validated By ymiam Agwnmd FBC A -,I Approved AMR tuta Mainufactu Contact EmainearlikiLlamse validated By vatmaw Submitted F13C Approval Approved suten Tim version Manufacturer Contact Encilreper & Validated By VafidsW awaim F13C Aciaroyal Approved AWN Revision 2017 Theima-Tril Corporation Rick Wrig t Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12113/2017 12/1312017 12/2112017 Pending FSC Approve Revision 2017 Tharms-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryin J. KkV, P.E. 1211312017 12tl3/2017 12,21/2017 Pending FSC Approval Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12JI31201T 1211 =01 7 1212112017 Pending FBC Approval Category: Exterior Doom (419) 298hi740 PE-43409 (813)767."55 Cate": Exterior DOOM (419)2WI740 PE-43409 (813)767�65!55 category. Exterior Doom (419) 298-1740 PE-43409 (813) 767-SSM SuleCategory: Swinging Exterior Dow Assemblies rickwQ-tilditommultants. Subcategory: Swinging Exterior Door Assemblies rickwillirwlikl9consultants. Sub0shigory: Swinging Exterior Door Assemblies fickwililinvibidgeonvultants. Compliance Method, Evaluarflon Report from a COM ConWilamce Medio& Evaluation Report from a 00m Compliance -1 11 : Evaluation Report from a 00,11 Florida Registered Architect of a Licensed Florida Florida Registered Architect or . Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer F1.0204111-Ril Prod Professional Engineer FIA0461,R3 Produces Professional Engineer FLA204614til Products Quality Assumeace Aporcived tw Use, Approved for Use Dashan Quality Assu Asprovied for Use ADDroved for Use Impact D"Ifln Quality Assurance, Approved for Use, Aiamoved for thas kMRRES 00,10, a-# Product Model, Number or KM Product Deacdoo !�tonftd Exwmtlon Daft In Ouladdy "VHZ UM209 Rise Pressure Number or Name =Ibor-Classic Product Dimadirtiort - I.HVHZ Oubkk+MIZ Restated prolem aw Product Model. Nurriber or Nam Product Dmrbftn Contract Excitation Dab in oubikk Resistant P-m I a. Themna-Tru Fiber -Classic and Smooth -Star Nominal 68113%8 "hion-ImpocAquot, Opaque 12/31/2021 No Yes No MA 6 1. and Smooth-Ster Nominal OW" i6quot;Non-Impactilicluct; Opaque 12131=21 No Yes No NJA 9 1. Thermer-T. fillear-Classic and Smooth-Ster Nominal 6',,8 liquothlon-Impactl6quot; Glazed 12131,2021 NO Yes NO WA Composite Edge Fiberglass Single Door Composite Edge FberMless Shole Door Composite Edge Filbergliess Single Door Searichi Cribeft (hunwingiOutswing; X oonftumbon) Matron CrIftris (Inswinly'Outswing; X confturation) Search Cr (InewiniinOutswing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap I cf I Iiawls Florida Department of Business & Professional Regulation Pap 1.f I Building Codes and Standards Product Approval Application Deftil FLAn5223-R4 Mildly or Ra 21K Dade Pondirse go FM Cc& Enter, or Deb Pandrar Data 111:21 Moral man Contact Enalrew & Lialan" Yofida*d By Validated Stable FBQ Approval Approved M" Mutt vertical liburiurfacture Encilleear & Llosrase Validated By VaNdabd subm FWAMpovel Approved abho Revision 2017 Theirme-Tnu Corporation Rick Wright National Accreditation & Ryan J. King. P.E. 12rM2017 0%21r2017 1212212017 Approved Revision 2017 Thernina-Tru Corporation Rick Wright Nallonial Accreditation & Ryan J. King, P.E. 12=017 OW2112017 1=212017 Approved CabilIM: Exterior Doom (419) 2913-1740 Management Institute (813) 767-6555 Category; Exterior Doom (419)298-1740 Management Institute (813) 767-M5 Subcategory: Swinging Exterior Door Assemblies dcloeillawlildgconsultants, Subcategory: Swinging Exterior Door Asseftlies kirwillimbidliconsidents, ComptioncIs Mathoxi: Certification Mark or Listing FLOISU544Products, Gem Conmfta� Method: Certification Mark or Listing com Quality Assurance Acranomd for Use Approved for ]mood Daskin FLOIS225-PA Products Quafitv Assura Acorieved for Use ADIRroved for ties traded 229M Aga Product Model. Number oir Name Product Derearlotion I - - Rum Date In HVHZ Registaret pressum Product MOM- Number W Name D-rhillon In outside Resistant P- I a. Jlquat'.Clessio-Cridtliquot and ":Benchmrk try 6/8 and 840 Opaque and Glazed Fiberglass Door with 12131=11 No yes No WA a, SiquotSmoo"bar9quot and "Bonchmark by 6/8 and SO Opaque and Glazed Fiberglass Door with 121311=1 No Yes No N/A Therms-Trull6quot; and without Sidelifts. Inswing and Oubming Therrmi-TrAquot; and without Sideldes. heaving and Ourtewlng Sounh Cruerly I Search Crawls Florida Departrinent of Business & Professional Regulation Pegg I of I Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1 MY201 5 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail FL#15332-PA _92112 antler, or 292 2ft Data Pending 22ft FIL01534112-PA Cc& Enft or go 20 DatePlaraillrer DO* Im Verrill man Enakwer A Licarme Valldided by VaHd&#Ad Submitted PBC Acrimilval AD imm LM Version Manufacture contact Enalmsorr & Liberals validated by validated Sullins FSC Awrovall A, atgbA Revision 2017 MI Windows and Doces Brent Sliffingair Luis Roberto Lomas Steven M. Urich, PE 081IM2017 011111/2017 OW1620117 10/10=17 Approved Revision 2017 Mi Windows and Doors Brent sftkw Luis Roberto Lomas Steven PA Udch, PE =1=0117 08111MI? M152017 10/1012017 Approved Category: Exterior Doom (717) 3654M PE-82514 (7M 317-8454 Category: Exterior Doom (717) 36"M PE-42514 (717) 31741454 Subcategory: Sliding Exterior Door Assemblies lbsitlingeremleid.com subcategory: Slifing Exterior Door Assemblies b~rQmIwd.com Compliance Method: Evaluarbori Report from a Comphaince Method: Evaluation, Report from a Florida Registered Architect or a Uc~ Florida Florida Registered Ardifted or a Licensed Florida Professional Engineer FL*ISMZM Prodlucts Professional Engineer F1.01533ZRAPToductis 2291 Pie" Ma". Number or Marres Qualltv Asinumi Aporoved for thes ADINFaved for IN@ Product Description - to outside HVH Inexact Man Resistant Pressure 2291 Product Model. Number or Mom Quality Assum ADDravoill Use APrc"d far Use Product Description Correact Exolmdon Rft by Oub" NY Impact Dosion Resistant Prone I SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OXO 12/3112018 No Y" No NZA 2 SERIES 4M ALUMINUM SW SERIES 420 ALUMINUM SGO OXF X01 XX 12r3l,2018 NO Yes No NIA I45-314"x80" NON -REINFORCED WUuotxW" NON -REINFORCED Florida Department of Business & Professional Regulation P." I I I Florida Department of Business & Professional Regulation pace I of I Building Codes and Standards Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail Florida Departinnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I Of I 1/942018 FLAM7747-RO 220 Erafty or 211111 Does Do" PODCUM 2da 1112111 vemi manuuctu Cooled Emilneer & License Valklobd By validated Stable FSC Approeal Approved stoba New 2014 Tlmrnxa�Tnu Corporation Rick Wright Natiored Accreditation & Ryan J. King, P.E. OW20120115 05ffi7rA 15 07/2W01S Approved Calleg": Exterior Doom (419) 296-1740 Management Institute (813) 767-M5 subcategory: Swinging Exterior DoorAssmblies rIckwanatildliconsutbants. Comphience Method: Certification Mark or Listing 00M F1.111117747-RD Products Quality Assurance Aggrieved The Use Approved for Use he 111111111311! Product Model. Number or Nam Product Description, Contract Exishartion Dab lnmvm oubiweirAiz Resistant pressame I a. Opaque Fiberglass Door Nominal 3':0 x 7'0 Opaque Fberglass Door 07/31/2019 No Yes No WA - (Ireming / Outswing X Configurations). Sartiols Crilarla FL#13332wPA Cc& 111121 Revision 2D17 MI Windows and Doors Category: Exterior Doors ItubCategoiry: Slift Exterior Door Asevembliee Compliance M 11 , : Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLAM5332-10 Products 229-1 Procluct Model. Number or Nam 3 SERIES 420 ALUMINUM SGI) REINFORCED Florida Department of Business & Pro ional Regulation Building Codes and Standards Product Approval Application Detail Page I of I � 1151201. Entity 20 Data Date P"ame Dabs conumt Encine, & Licanow, YRIWAtod By validated Submfftd FBQ Ateproval An AVM Brent stinger Luis Roberto Lomas Sleven M. Urich, PE 0afI V2017 08/11/2017 08115=117 10/1 M20117 Approved (717) 3&'5-3300 PE-MI4 (717) 317-8454 badingeramlivd.com Qualfliv A wee re . Acedinerved for thas Ateerovardfairthes Inexact pmdm Podded Dineorlatim Contrad Expiragm Draw In outside N Ftammat Pmwro SERIES 420 ALUMINUM SGD REINFORCED OXO IMI/2018 No Yes No N/A 145-3/4"irl)(Illiquol; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pa" I of 1 1/52018 Florida Department of Business & Professional Regulation Pop 101`2 Building Codes and Standards 1=10 Product Approval Application Detail FLJ2WJ4t2 296 Endiv or go 21k Data Awallina 20 im v4o111M WAnUkCtUW Contact Erballrew & Licarme vandmw By validated Submitted FISCAuchneval Approved lum Revision 2017 Therm�Tnu Corporation Rick Wright Lyndon F. Schmlift, P.E. Ryan J. King, P.E. 101152017 07/1=017 ICV1&2017 IV1212DI7 Approved Cases": Exterior Doom (419) 2981740 PE-43409 (813) 767-em Subcategory: Swinging Exterior Door Assemblies r1cinvowbidilconsedurnits, Compliance Method: Evaluation Report from a 0001 Florida Registered Architect or a Licensed Florida Professional Frkgk"r F1.920411114R2 Products Quality Anummixt Avorroved for AvDnN*d for bAm Drashan am Product Model. Number or Hanna, Product Dresecatelien am In HVHZ Rwi5ftnt Pressum 14 n. Thennual-Tru Fiber -Classic and Smooth -Star Nominal 8&*WO l6quotNon4mpactliquot; Glazed 12J31MM NO Yes No NZA Composite Edge Fiberglass Single Door (Inswing(Outswing; X 0141figUndi0n) F1.0204111-Ril 29sk antler or Daft PAN Date Prandhad Dab LM vermi Manurfisaw Contact Encilinew & L Validated Bv Valklftod Submitted FBOAMMIM Apialigatill SAM Revisim 20117 Th*meTnu Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12J13=17 12f13=17 12121&0117 ding FBC App, Cabstiory: Exterior Doors (419) 298-1740 PE-43409 (813) 7674555 Subcategory: Swinging Exterior Door Assemblies rldiwarviticilloonsuftents, Compliance Method! Evaluation Report from a oom Florida Registered Atchtfied or a Licensed Florida F1.920451-ItS Prodiocte Professional Engineer 22LI Product NoM. Number or Nam Product Dreacrisillierl Qualltv Alleges NUMDjlb Apieffivad lbr thle Approved outside for U Im Resistant DOWM ?-, 14 1. Thernme-Tru Fiber-Clessic land Smooth-Stor Nomirml 88439;0 lliquothlo�Impectliquot Olazed 1201=1 NO Yes No NIA Composite Edge Fiberglass Single Door (InswinglOultsvitng; X configuration) Florida Department of Business & Professional Regulation pop I of I Building Codes and Standards InN2010 Product Approval Application Detail FL*r$4"8 code gray or 20- 2im Data Painting 291 mm vamorn Maurrufactums Contact Enalmor & License VjlJkhftd By vaildiatiod submKw FBC Approval Approved auto Rowlson 21117 Themm-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. I(Jng, P.E. 10118/2017 10118=17 10=017 12JI212017 Approved Category: Exterior Doors (419) 298-1740 PE-CI409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rictriviiiiinvitildgcormulturits. Compliance Method- Evaluation Report from a 00M Florida Registered Architect or a Licensed Florida Professional Engineer FLAT"041tS Products, Qualb Alai AnaslylitIjKliall Approved for hatiM Design Produd D"a contract Expiration Does in oAftwo my Rewrite prinstrung a. "FlberClasakx8quoI;, &qUDtSMootJh8tw,&quu;t;, 6=9;8 lliquottirnpeectSquot Glazed Fiberglass 121311=1 No Yes Yes WA fixtuatChissioCralbliquot or "ClnsloCmft Single Dow - (X) Ingwing or Ountswing Configuration Rustlefliquot: B&SM-R4 C2112 mm Mention manufacture Revision 2017 MI Windows and Doom Caftory! Exterior Doom Subcategory: Sliding Exterior Door Assemblies Corriplionce Method: Evskatim Report from a Florida Regishemil Archftd or a Licensed Florida Prolassional Engleaser 533244 Prodlucts 12111 Product Moi Number or 4 SERIES 420 ALUMINUAI SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DetaK P", 1111 11 1151201. Enft or oft DOW you ponckw Daft contact Enallivear & Licarmis Velkletteal Bir validated 6 FBC Awrovid AD at" Brent Sfillnger Luis Roberto Lomas Steven M. Urich, PE 08/13)2D17 0811112017 06fIS2017 10110/2D17 Approved (717)366,VW PE-62514 (717) 317-8454 brifilingerainied.com Quality Assure Approved for Uss Approved for Use lan Desion Product pncrl Commot gxpb*dm go In Dialects Reshits P-How" SERIES 420 ALUMINUM SGID REINFORCED OX, 12/31/2018 No Yes No NIA XO, XX 96"xgWuot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagalorl I I Iwole FLJISM4;L4 r.M Entiter or go 21M Dab Pendiftea 20 U=4w 221111! EndW or 202 21k 2§kZaadm 2ok FUIM62794IJ rc2a 1110111111L.21 211111 2111 DatPmmgm 21111 FlUMS21111-1115 220 Endlv or g� 2ok Data Plaidthez 21k mm YMI vmufww contact Eflairm & License youdd" By VaNalaid Submitted! FOCApprovell Ao vml Manufactluer Contact: Emaraw & License VrJkkW By V11111111111111d 3 FBQ Approval Aporovied Detail Luis verill VAnufacw Contect Entatinew & License validated By validated Subm FSQ Atioroval Approved $bM* LEN view mvkrkcw Contact Enakerfur & License Vindnw By Validated Submilled FOCApprovid An Review 2017 MI Windows and Doors Brent Sftknger Luis Roberto Lomas Steven M. Urch, PE OW132017 081111M17 08/1&2017 10110112017 Approved Revision 2017 PST Industries Dean Rum* Mia.1-Dade BCCO - CER Miami-Diede BCCO - VAL 122012017 11128W17 12/25=17 Approved Revision 2017 Clopay Building Products Company Mark Westerfield lnterlk Testing Services NA, Gary Phahlor 11 r29= 17 08=2017 12IMM17 Approved pwmm 20117 Clopsy Building Products Company Mark Westerfield Intaftek Testing Services NA, Gary Pfluehler 11MO17 0111102017 I2/0&2(H7 Approved Category: Exterior Doom (717) 385-MO PE-82514 (717) 317-8454 Category: Exterior Doom (941) 480-0100 (786) 315-2590 Category: Exterior Doom (513)7704052 In. (513) 51945M Category: Exterior Doom (513) 77"W2 In. (513) 5194M Subcategory: Sliding Exterior Door Assemblies bottlingerCmilvd.com Subcategory; Sliding Exterior Door Assemblies Subcategory: Sectional Exterior Door Assemblies -terifteldilliclopury.com Subcategory: Sectional Exterior Door Assemblies mwaseraltaklilliclopay.com Compliance Method: Evaluation Report from a Compliance Method: Cerfifficidlon Work or Listing Compliance Method: Certification Mark or Listing Compliance Meltiod: Certification Mark or Listing Florida Registered Architect or a Licensed Florida Professional Engineer FLO2514M P F1.011,1627940; Products FL#1627046 Prod FLNIS332-PA Products CLeftAimum� Acromed for Use Approved for Use himeact Direla, Quiralitir Assummus Aggroved for Ures Approved for use, hoped I)Nia" OtWft Assurance Abonaved for if" Approved for I Desion 12LE Product Model. Numlear or Nam Product DowApOw Contract Exoka*m Do% In oubeld. RyHZ Reelatent preenexam Aga N= ==8-4& Product lihimild Contract Egotistical D� In oubkk Remblaurt Model, Number m N- Product Drosarlatim - M- Data outside Pressure wi Product Model, Number or Name 5 SERIES 420 ALUMINUM SGD REINFORCED Quaft AssumancIr Approved for Approved for Un I Dreekin Product Deagription Contract ExWr&Um Dab In HvHZ Outside R"Istmt Pressure SERIES 420 ALUMINUM Soo REINFORCED XXX 12/31,2018 No Yes No NIA 10 SGD-6570 Orgs Missile Impact) Mnyl Sliding Glass Door 04114=1 Y" Yes Yes WA 37 94,73,75 11500, 190,76, 7SV. OIRST. 4RSF, 6RST, SRSF, 2RST,4�. 42,56,41819, 42B. 55S, GD5S, GDSSV, GR5S, GR5SV, ARSS, AR5SV, Steel Pan (min, 26 ga.) Single -Car (up to W wilde) 05,21,2028 NO Yes WINDCOQE&*1 74; W5 Garage Door No -30 PSF/-32 PBF 53 16 PAN-2FI63� 84A, 94, 73, 75,15M, 190, 4RST, 4RSF. GRST, 6RSF, 48,42. 55,488,428, 56S, GDOS, GD58V. GRSS. GROSV, ARSS, AR5SV, E05S, ED5SV Steel Pan (min. 25 ga.) Double -Car (912"to 18'0" 05121,2028 No yes No +30 PSFI.30 wift) WINDCODE&9174; W5 Gamor Dow PSF Bunch crumm 143&qual;X968quot; EDSS,EDSSV I Cccla Version: 2017 FL 41, 251.10 Florida Department of Business & Professional Regulation P."I&I Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards Irmte Building Codes arid Standards It5mle Product Approval Application Detaill Product Approval Application Detail nAIS2724U COO Enw or Rot 20 Dab pending 20 "52IN1,10 S90 EnOW or go 20 Dab Pending 20 11012 vanalorn Mamulactur Enalineeir & License valklabid By Validated submitted FBQ Approval AD Aso& I= YMI mmubcwm cowamt Emalraher & License vsklarbed By Vaticisted Sub F01C Approval Approved stow Review 2017 C"y Building Products Company Mark Waseelarld Intertek Testing Services KA, Gary Pfushler 11129/2017 OBIICM17 12/06=17 Approved Review 2017 Clopay Building Products Company Mark Wasterfleld Intertak Testing Services NA, Gary PfmhW Ilr2IM17 08/1=17 12/05=17 Approved Category: Exterior Doom (613)77"M lric� (513) 519-M Category: Exterior Doom (513) 7704M I= (513) 51"5w Subcategory: Sectional Exterior Door Asserribiles mwesbxrftkIQdopay�com SubCats": Sectional Exterior Door fiesserntifies nevesherfleftclopay.com Compliance Method: Carlificallon Mark or Listing FL#11527114t5laroducts Compfirarce Method: Certification Mark or Listing EL916271L-m-PMucu Aga Product Model. Number or Ham Quarter Assrummucs Approved for Use Apierovard for U Product Dinecriollim Contract Expiration Deep In Outside hoped Dealing gnmunt pressu AMA Product Model. Number or Nam Qualbr Assurs Avoroved for Use Acisarvined for Use Product Quart Contract Extrinstion Dabs In KVHZ Outside KVHZ I Design gnmtwd Pressure 86 DS5 W8'09 PAN-2FI63:73,75,84A, 94.42,48,42B. 48S. Steel Pan (min. 26 ga.) Single -Car (up to 9`(r wide) 05121=8 No yes No -38 PSFI-42 102 102 W646 PAN-21`153:73, 75. 84A, 94.42, 48,42S. 48S. Steel Pan (min. 25 ga.) Doubl�r (97 to 187 OW21=8 No Yes No -37 PSF/41 4RST, 6RST, GD6S. GR5S. ARSS, ED5S WNDCODE® WO Garage Door PSF 4RST, ORST, GD5S. GRSS. ARSS. EDSS wide) WINDCODE860174; WS Garage Door PSF Balum faft Ifft varal manuf"wm Revision 2017 PGT Industries Cabstionry: Wridorm Subcategory: Single Hung Compliance Method: Certification Mark or Listing F1.02394211 Pmadlints 22a Proclect Model. Number or Nan 7 SH-5500 (Large, Missile In"et) Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards I/W018 Product Approval Application Detail Bray or 219 20 Data Penalties 219 Engineer & Licamse Valklated By VO$Watod Submitted FOC Approval An Stoem Dean Ruark Miami�Dsde aCCO - CER lularnimDaft BCCO - VAL 120=17 12A)SM17 12r2512DI7 Approved (90) 48"100 (7$6) 315-2590 druarkillipIgnindustries.m. OU&Nty Assurance Approved for Use Approwd for UN Impact likeelan Product D�rloWn Contract Expiration Date In outside ROSISIN Premium Vinyl Single Hung Window 0713012= Yes yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail prig.i.ri 115=18 FILM 1837-RT _q2ft Erift Dow 20 Dabs Pendim 20 Must version Man Enalreper & License Warhead By validated submitted PRO Asionoval AD it" Revision 2017 CURRIES Division of AADG, Inc Dedle Drive UL LLC Tod Berman, PE 11500117 1Q2M17 12MS=17 Approved Category: Exterior own (641) 4"-2644 (305) NO-4707 Subcategory: Exterior Dow Components dave.dedicilliameabloy.od Comphence Medw&. Certification Mark or Listing F11.11111537-RTProducts Quality Amu Aparovild for Use Approved for Im Product Model. Number or Name Product DA"fioum Contract Exwmdw go In outm& Raisheard p� 1 6N. 707, 727, 747, and 547 Single and Palm of Doom Flush, Glazed. and Louvered single and palm of 12131=5 Y" yes Yes N/A hollow metal doom. FL#174"4U Code Malik version Manutodu Revision 2017 Mi Windows and Doors Cd@gM: Wridiram subcategory: Single Hung Compliandai M - d c : Certification Mark or Listing F'01749"0 Products Ant Product Model. Numixer w Name 2 185 SH Florida Department of Business & Professional Regulation Pa" I of I Building Codes and Standards I/Swis Product Approval Application Detall Eaft or 090 Rot OW Pendim Ra contact Enolneirr & License Millwood by Velklatiod $46red FBOADDIMI Aperaved At" Brent sitlinger American Architectural Steven M. UrIch, PE 12MO17 12JI312017 Validated (717) 36"300 Manufachimmi Association (717) 317-8454 brildingerCrinfud.corn aLoft Approved for Use Approved for lm Desk," Product Contract Expiration 90 In Oulaide Ififthirterist Pressures 52xS4 Fin/Flange Frame, IGBG Single Hung 100IMMIS No yes 140 -M-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pro. I of I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pgalri 115MIS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1)5=18 FIL11153514lut Code Entity 20 2ift Data POMMM m FIAIS341)-M snft am Do" Do" Par"no Rok FL#W4UQ code smiltv or Ra Data 040 Perused Daft im Versican ManufwWmr Contact Emalrarer & lJorinsel Valklebad By valklated Setafafted FOCAccarovel Approved out= 11121 vow kfmnufacb" contact Enalinew & Up~ Validated By validated Submitted FBQ Aidaroyal Add AM& MIN YMI Manufacture Enadineer & Licerses Validated By Validated Sub FSQ Aboraval Approved $tat= Revision 2017 Mi WIridoom and Doors Brent Stilinger American Architectural Steven M. Lkich, PE DIM3=8 01103=18 Validated Rewlsi" 2017 MI VkWows and Doom Brent Slinger American Archlisclurad Steven M. Ud* PE 12131/2017 112131=7 01/04aOIS Approved Review 2017 PGT Industries Dean Ruark Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 12r2=17 17JOSM17 i2M=17 Approved Category: Wridowas (7117� 3654aW Manufacturers Association (717) 317-8454 Cream: Windows (717) X&M ManubconemAssoclatlixi (717)3174454 Category: Windows (941) 48"100 (7" 315-2590 Subcategory: Honabontal Slider tandange(Omilvd.corn subcategory: Fixed bkkgwandwd.- subcategory: Fixed druarkeplintrulustrinscom compliance Method: Cadilloalon Mark or Listing Cormilhather Method: Cariff"don Mark or Listing ConnpKwxer 111fidixid: Certification Mark or Listing nM53414t5 Products FLiMG3494t$ Products FLO2434M Products Product MoM. Number or Name ousm Ancravoil for UN ARIM"d far their Product D�rlodm Contract Ertradmillim Dab In HvHZ DOOM" HvHZ Devion Resistant Pre"m NMI Product Medial. Number " Namis Quality Assune Asicaromill for Use Approved for this Prorfact Diescriallon Confined Exithraffort Deb In HYM outside HvHZ hum lit"Ident fernamure ami Product Model. Number at Ham Quality Assuran Acciroved for UN Aporovild for thel Product Description Contract Expiration Data in Oulaide Im Damon Resistant pleswim HS 188 Fin and Flange Frismas 73.62 Insulated Glass 02MGM(HO NO Yes No +55/-55 1 1&5 PIN 73 x 72 Insulated Glass 041=2018 No yes No +W-60 9 PW65Z) (Laros Missile knixect) Vinyl F.6d Window 04rJO/2020 Yes Yes yes NZA 4-0 CD 0) V) -00 > 0 (3) CL 0 0 = 7C3 'ET) Q) __ V) M -CO V) 7C:) U C) 0 U_ cc 0 M > 'n 70 E V) a) Ln " "0 0- Cc 2 CL -0 . = < Z Z W Mj C) CL L) 0 cc Cn LLJ CL SHEET NO. PA 1,1 i i __T__ I-F-ii -------- IF i �i E-TILL 1] .. .. lil i;__'T__11.FF_T_T __ F - 711 1 "53MA3 22112 Lin vmi ROVIS" 2017 Ml Windows and Dwrs Category: Windows Subcategory: Mullone Cornplifencat Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Proffessionsl Engineer FU111136340 Products 2291 Product Ifloclal. Number or Mal 2 5764 FlJH3=4R3 Cod* LM version Manufacture Re,won 2017 N Windows and Doom Cabigory: Wridows subcategory: Mull.. Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 171.05353-R3 Products §ga Product Model. Number or Names 2 6764 "SM-R2 C95!2 Im Version Manufacw Review 2017 Aiside Category: Panel Walls Subcategory,. Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15272-R2 Products MA Product Model. Number or Manks i a. "2T" Soffit Florida Department of Business & Professional Regulabon Building Codes and Standards Product Approval Application Detail Pap.1.41 115=8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paw I of I 115mis Florida Department of Business & Professional Regulation Pap I or i Building Codes and Standards 11502018 Product Approval Appilcadon Detail Entity 2aft 20 Dete Partitions 21% F1.11281,R11 QRA Entity 20 20 Data PWKUM 20 FLI"31924t5 22§k Entity or 29t 20 ode Panderer 29f, & LICOM ValkWW By Submitted FBC Acrowevid Adoravel awm ika Version Manufactu contact Engineer & License validated By Validated Submitted FBQ Approval Approved AMM mm Version vAnuww Enakirear & Liverree Valklatad By Validated Sub FOC A0Dr0wW Approved 3tWA Brent Sidinger Luis R Lomas, PE Steven M. UrIch, PE IMSM17 IW166!017 IW26017 12(12r2017 Approved Revision 2017 POT industries Dean Ruerk Miami -Daft BCCO - CER Mlami-Daft BCCO - VAL 121050117 1111W0117 1210MO17 Approved Revision 2017 James Hardie Building Products, Inc. Plingsdiong Zhu Ronald 1. Ogaw* John Southard, P.E_ OWSM17 0800912017 0&7=17 10110=17 Approved (717) 36"300 PE-62614 (717)317-8454 Category. Wrkknin; (941) 48"100 (786)315-2590 Category, Farrow Web (909) 349-2927 PE-24121 (352) 367-2We beltUrgerillIrmwd.com Subcategory: Mullions druarkiiplitindustnes.00rn 3ubCab*M: Siding pingshe"u@jameshar Compliance Method: Certification Mark or Lisfing Compliance Mpdwdi Evaluation Report from a die.com Florida Registered Architect or a Ucensed Florida FL#2614tj I Products Professional Engineer AKI Product Model. Number m IWM Quality Assu Approved for Use Approved for Uss Product Description Comm Comeau Dids In HVKZ outside H lar Desion Resistant Pressure F1.11131112411111croducts Quality Assurianca Approved for Use Approved for Use lagglea Design I Mullions forAll Doom and Vilindows Aluminum Mullions 0526,2021 Yes yes Yes WA Quality Assurance Approved for Use Approvedlorthist Ifluslut 220M Product Discarlodifit Contract Exploration Dab In Outside KV Resists Pressure A29.1 Pro*Whb". Number or Name Product Descriction Contract libmirstion Daft In outside Rashideall: Pleasure vertical Aluminum Mullion 1213112018 No yes yea WA I Cemplar* Lap Siding fter-comeart lop siding 12131=0 Yes Yes WA N/A Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I � Inimia Entity W 2 Ode PWAIM .At BOB Qaft Emhww&Lk� VABdOW By vagdow Submitted FRIC Ancrovel ADDKINSIA AMR Brent SItUnger Luis R Lomas, PE Steven M. Urich, PE 1=312017 1011612017 l0r26=17 1211212017 Approved (7M 38"3DO PE-62514 (7M 317-8454 bstfingrefam4wol.corn Quality Assurnmeto Approved for Ateproved for use Im Dealkin Product Description contract Extrication Date In Outside KVHZ Reeleft Prialuers Vertical Aluminum Murton 1213112018 No Yes You WA Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail ____7 Page I of I 1=18 Entity Dah, go Data Pora"a Dow Enaloser A, License V4dkUftd By voldiud Submitted FBIC Acoroval Approved it" Nick Thompson Lyndon F. Schrcldf, P_E_ Ryan J. King, P.E_ lW0412017 10/0342017 10111/2017 1ZM2t2Ol7 Approved (M) 922-2389 PE-43409 (813) 767-15555 rithompsonairlsidecom Quality Assurance Appircived for Adoroved for Use litalifill Deslan Product Domodution ation Daft Outside KV Resists Pressure Vard or Solid Vinyl Soffit 1213142020 No yes No WA Florida Department of Business & Professional Regulation papifl Building Codes and Standards 115=18 Product Approval Application Detail FL#1691UU coft firmly DOW veto Dols lowelina Data 1011 Yfusim Manufacturer Enchreer & Licamse V.Hddw By Validated Submitted FEW Approval Approved AMM Review 2017 L.V. Thompson, Im dbe Thompson Architectural Tony Chribrilm Zachary R. Priest Look. Bowden 1011012017 l(Y10420117 10/17)2017 1211212017 Approved Moto]. Company (TAMCO) (813) 24&44% PE-74021 (334) 300-1800 Category! Roofing t0ffyQ90Ih0tWkW1WlQ.0IWn SublCulegory: Roofing Accessories trolt am an Integral Part of Me Roofing System Compliancei Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pnofiessomid Engineer FL#IMB-R2 Products Quality Allegiance Approved for Use Anomod for Uss Im DOSUM ims Product MOM. Number or RM Product Description Outside KV Reakitairt Pressm I TANGO Flat Top Off-RIdge Vent with Baft for Tile 26 go- starific root ventibelor with baffle 09109/2026 yes Yes NIA WA FLMOO-Ri 212112 In Version Revision 2017 Florida Metal Products Inc. Category: Roofing subcategory: Roofing Accessories that am an Integral Part of the Roofing System Compliance, Method: Evoluatim Report from a Florida Registered Architect or a Licensed Florida Professorial Engkoserr FLN21SWRI Products 12SL—s Product Model. Numbur w Name 3 3 - FLAMCO &quatRV 10 Ridge Vent" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P11116112*01181 11 F1.1112611-11i'll 990 -IM Data Data Data 3ka version manubm contact Validated 01 VakkdW subn*w FBQ Approval Approved Slat= Re%riti.. 2D17 PGT Induffiries Dean Ruark Miami-Okide BOCO - CER liflanni-Oade BOCO -VAL 12/0501117 1111512017 12/1=017 Approved Category: Windows (941) 48641100 (766) 315-2590 SubCaft"i Mullions, cirtrark@pgfindushies.00rn Compliance Method: Certification Mark or Lfalng f R11 Products QualthrAntarme Approved for Use, Agorthrod for Use Impact Desion Aga Product Mocial. Number or Name Product Descriction Curlicues Extrication Data In 291aWLIM pmima Pressure I Mullions for Ali Doom and Ondows Aluminum Mullions W21112021 Yes yes Yes NIA �"M Page I of ' 11 115=18 Erift DNA ode Dab Ponclinur 21M &LIcancia, validated By Validated Submitted FEW AINDMOVIll AparoM ako& Clark Jones James L. Bucker, P.E.Q Michael John Runner, 1012VA17 1010612017 10,2712017 12Y1202017 Approved! (904) 783-54M CB1JCK Engineering P.E. clarkmannoo-oom PE-31242 (561)414-7557 Qwdttv Assuratice Apormyed for Use Alienated for Use lm Drawn Product Descriallon trillion Oka In HVHZ Ot1IdW Resistant p� Aluminum Ridge Venb; for pitched mots fabricated 1213MO20 NO Yes No WA from 0.025* Aluminum FL#15272-R2 cgk ita version Mon Revision 2017 Alskle Caftory: Panel Walls SubCabgM: Soft Compliance Msdhod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Piollessomal Engineer F1.11,152724R2 Products, Aga ProckgotModo4. Number or WM 2 to. 8,quot;Allience T4&clwt; Soffit Florida Department of Business & Professional Regulation Pap I oil Building Codes and Standards 115=18 Product Approval Application Detail Florida Department of Business & Professional Regulation Pap I or I Building Codes and Standards W2018 Product Approval Applicalblon Detail FLI11131192-firf coft Entity or 21k 21M Do" panderer! Dab 11M yourtion Manukow Enalnear A Lk~ William valwowd 8 FBQ Approval Apprand Revision 2017 James Handle Building Products, Ii Pngshang Zhu Ronald 1. Ogurwa John Southard, P.E. 08125M17 08/09/2017 OWWO17 110`10=117 Approved Catecticry! Panel Waft (909) 349-2927 PE-24121 (352) 367-25M Subcategory: Siding plogsheg-zhuflWarnerhar Cornpliance Ma1ho& Evaluation Report from a d1wcorri Florlds Regassm Architect or a Licemsel Florida d ( Professional Engineer F1.6131192-lit5lProducts Qu"Assumme Approved for Auterinied for Use len Design has Product NkdO. Number W Name) PmdMOONADOW Contract Expiration Data In Outside Resistant Pressure I Complank Lop Siding floor-coment lap siding 12131/2020 yes Yes WA NIA "01244R20 ErA* W Do" go Data Pondbra ode Code Enodneur & Liverme VANdstrul By youdgw Submitted FOC Approval Appiraved DAM MW Version Unnufmcw Nick Thompson Lyndon F. Schmidt RE. Ryan J_ King, P.r_ 1OW2017 10/0=017 10/11/2017 12(IZ2017 Approved Revision 2017 GAF (M) M-23N PE-43409 (813)767-8556 CiANW. Roofing nthompsonaalalde.corn Subcategory: Asphalt Shingles Cornpliencit Mdd: Evolustim Report from a Florida Registered Architect or a Licensed Florida Pfuluselonal Engineer F1.111101124411:20 Products Quality Assurance Anproved for Us& Approved for Use I onion Product Description corwact Expiration Data In H Outside HVHZ Resists Pressure Aga Product Model. Number or Mom Vend or Solid Vinyl Soffit 1213112020 No Yes No WA 1 GAF Asphsh Ro& Shingles Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards Product Approval Application Detail FLA469l$.R2 Code Buffer 29k Data ompmolw Dab MON! Version Manubotu Endirwar & License vabdow By Validated Submittlard FBC Apareval ADDroved Ravi— WIT L.V. Thompson, Im doe Thompson Architectural Torri Christman zeduary R. Priest Locke Bowden 10110/2017 1011MO17 10117rAI7 1211212017 Approved Metals Company fTAMCO) (SI3)248-3456 PE-74021 (334) 300-1 91DO Category: Rooflng tDriyfligametakoofing.com SubCsbgoty: Roofing Accessories that am an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Amhftd or a Licensed Florida Professional Enfiffierar FLNIM84t2Pmd--ft QuirlIWAssurance Atexroved for Use ADoroved for Use Im Dalton ANA contract Expiration Date In KV outside Resists Pressure 2 TAMCO Gooseneck Vent 26 ga. 09/Dg/202e No Y" MA -01-52.5 Florida Departirrient of Business & Professional Regulation PQ.1.f1 Building Codes and Standards I/Wola Product Approval Application Detail FLk"rA2-R3 C21111 Enft 21M 211k Data Pending 21M 1012 Version Monufacwm Enalmar a License Validated By Validated Submitted FISC Approval Approved lam Revision 2DI 7 Lomanco, Inc Andrew Carter James L Budmor, P.E. Steven M. Urich, PE 12M 1120117 R*Apply Category: Roofing (501) OU-651 I PE-31242 (717) 3174464 subcategory: Roofing Accessories that ans an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Uounsed Florida Professional Engineer FLA472024t& Products Qualft Asionranco Approved for Use ADDroved for the Impact Deakin All Product Model. Number or Name Product Descrictloo contract Lmbuo Ra In KVKZ OAd@id@ IjVHZ Resistant P"� I Deck-Ak- DA-4 Low Profile, Polypropylene Plastic. Root Vent 07110*019 No Yea No -97.156W7.5 Mechanically Affachad to Ptywood Dec1L Florida Department of Business & Professional Regulation Paw 1 of I Building Codes and Standards 115*018 Product Approval Application Detail 2111112 Entity or 21k Nat Data Pickens 20 im vemi Aknufacbm Contact Enak*K & License verAmw By Vidkhftd Subm FOCAncruval Approved thm R*vWm 2017 Jam" Hardie Building Products, Inc- Pingsbang Zhu Ronald 1. OGaa John Southard, P.E. 08/25/2017 OSIM017 08028020ill' 10110=17 Approved Calleflorif: Panel Web (009) 349-2SX7 PE-24121 (352) 367-2M subcategory: SWkV pingsheng-zhueonashe, rAmplence, Method: Evaluation Report from a dis.00m Florida Registered Architect or a Licensed Florida Professional Engineer f 310241141 Products OmNyAny� Ancravad to, Lin Acerroved for Use know Day" ant Product Model, Number w No Product Defutdotlon Contract Expiration Oda In HVHZ outside Resistant Pressure, 2 HardlePtank Lap Siding fiber-cencend lop siding 12131 t2O2O yes yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appilication Dertall Pago i r I I I ir"18 E1.2111111511111 Cc& Data .90 Daft PVNNM BM V01111 Man Conduct validated By Vallidelind Submitted FOC Approval Allpfairod Rom Revision 2017 James Hardie Building Products, Inc. Purgabong Zhu Ronald 1. 0gawo Job. Soutfund, P.E. 08126M17 0810902017 08128/20117 10110/2017 Approved Category, Panel Waft (9011) 349-2927 PE-24121 (352) 367-2526 SubC&bg.y: Siding pngsheng�hufilflameshar Cmp1Whoe all 0 aw Evaluation Report from a die.com Florida Registered Architect or a Licensed Florkle Professional Engineer ngtuumlmd" Quality Assam Approved for Use Aseeroved for Use Im omam 111221 Product Model, Number or Name Prodiart Description Contract Expiration Dabir in KV Outside assistant Pressure 2 HardlePlank Lop Siding fiber -cement lap siding 12J31/2020 yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope 1 of I I/WD18 Entity or go 20 ow pwwft Dab FL$1232$4tS C2& Enalnew & License Valklidod By Validated Scene F13C Approval A, atom MM your Mon Michael Stish Robert Niemk-*n John W. Knicalvich, PE 09127120117 09021=17 0900320ill' 121*2017 Approved Review 2D17 TAMIKO Bufficling Products, Inc - (OW) 766-3411 PE-59166 (954) T72-13224 Cableceyr; Roofing rnstietiftef.com SubCaft": Underlayments Carnplience Method: Evaluation Report from a Florida Registered Ar&AW or a Licensed Florida Professional Engineer Quality Assurance Acramoraill for Use Approved for Use Impact OR" %M4118 Produces Product Contract Embraltion PAb In Outside HVHZ Resistant pressure §ga wbor or Mm Fiberglass reinforced 34ob, larnmared, 5-Wb and IQ20/2018 No Yes MIA N/A 6 Nr'o. 15VU L hiptridge asphatt shingles I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#IOIIIBA2 GOCIIII, Entity or version fAmuFF=Ww Contact Enclinemer & Validated! 01 Revision 2017 LV. Thompson, lnk� dba Thompson ArchftcWmi Tony Christman Zachary R. Priest Looks Bowden Metals Company (TAMCC) (813) 248-3456 PE-74021 (334) 3004800 Category, Roofing tonytiltgornetalmoffing.corn SubCabgwy: Roofing Accessories that am an Integral Part of the Rooling System Compliance Method; Evaluation Report from a Florida Registered Archilact or a Licensed Florida Professional Englawer FL#IM84t2-ProdLwts &ALI Product Model. IN Quality Asau Contract Exoi 3 TAMCO Off -Ridge Roof Vent with Baffle 26 go. stalk: roof venfifator with Imes rated battle OU91202 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dertall Order or Criallever & Liconce Validated By Karri Eden Zachary R. PrIest Looks Bowden (417)624-6644 PE-74MI (334) 300-1800 karrLeclanallarnko.com Poge'lorl 11 115=8 go Dab Daft PWKNM 20 Validated Subm FBC Appirovell Agonived ststus 10119=17 100D50117 101202017 1211=17 Approved Quality Assurance Atillfrovedliar Uss Ammed far U IM Distort Product DeWotion amrstion ode In Otftwe HVhZ R"Wbm Pressure Asphalt saturated organic fail 01/0712019 yes Yes WA WA pop i or i Inimis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dettall pap 1 Of I Daft 20 Oda Pending DWO FL#169184t2 Cc& 1151,111h, Data Ro DOW POFKNM go voli� Subm FOC ADDrGVW Approved Veralon Iftnuftclum coribmt Frudinver & VandOW By validated Submitted FBQ Approval Approved 1011012D17 10/1012D17 10117=17 121IZrAI7 Approved Revisori 2017 L.V. Thompson, Inc. dba Thompson Architectural Tony Christman Zachary R. Priest Looks Bowden 1011=017 10flO/2017 101117/2017 121121Z017 Approved Metals Company (17AMCO) (813)24SQUW PE-74021 (334) 300-1800 Categorr. Roofing tDriyCgometakoofing.com subcategory: Roofing Accessories that am an Integral Pon of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLMM84U Products Acionwed for Use Approved for Im Desion In HVHZ Ourbidde KV Rashatent Pressure AMA Model. Number " Nam Quality A"u Approved for Use Approved for Use Product Descrialkiri Contmot EWmdon DOD IMI= Outside Im Desion Pressure Yes Yes WA WA 4 TAMCO Round Top OffLRdp Vent with Baffle for Tile 26 ga. static, roof ventilatw with baft 0949/2028 yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or I 115mis 92* Ra 20 ode Panderer 211a codle vervicin NWnLdeduw En, & License, Validated By Subm FIND Aboraval A13 Lin verw Mmufww Review 2017 Bonal Roofing / Momerudstfia Thomas Jivirrould 1APM10 Uniform Evaluation Gary W. Walker IW18=17 1008mil 10/21=17 Approved Review 2017 Boml Roo" I MonbdJ%tb Cabolitter. Roo" (SU) 269-2288 Services LLC. (205) 85"160 Category: Roofing Subcategory: Roofing Tiles thormajorrendbabool.co SubCaftil Roofing TH. compliance Method: Evolution Report from 8 Compliance Midhod: Evaluation ROW from 8 Product Evaluation Endity, FL67441j"1 Products Product Evaluation Entity FLAT1149411111 Produces 2211 Product No". Number or Rom Witter Ansumiloa Approved for Approved for Liss Product Oncricition contract Expiration oft In Outskis lnwm Deslan ROOM Pressure 8-0 Modal. Number or Natter 27 Vale goo Medium Profile - Doinver 10*412018 NO yes WA WA 28 Search Cdtmb Search Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagci.fl 11 115MI8 antler or Daft Rate Daft Pendere 20 contact yellow By voimow 3 FIBC Approval Approved AMR Thomas Jornmed 1APM0 Uniform Evaluation Gary W. Walker 10/111l 1010=017 1012112017 Approved (W2) 289-2288 Servicust-I.C. WS)&%-0160 thomes-jernmedQboral.co m Quality Assum Approved for Use Approved for Use lm Desidin Product Description Contract Exo1ration Daft In HVHZ Oulaticle Resists Pressure Meolikem Profile - Lake Wales, Fl. 1 Q0412018 No yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.PI&I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I or I lAime Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papiol 1/6wle Florida Deparbnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 ir"18 F1.91142-Mll 920 Entity or 21M 21ft Dab Prefulli 291 FLOT604tll 22da 211a 29t Dab PWNS- 29a R.1171141114till 9911111 Endlv or fill no you PM&M 20 FLOM94til 290 EnW or 21k 20 Dab Parking 2112 LM V-1— contact En,k�& VIkhtd By Validated Submitted FBC Approval Approved it" 1111112 version aftnufactureir Cocoa Enginiurr & Ll-- ymoddaLk Aghmold FOC Accearml A,,,-W son 1111112 Vicallon Manufacturer Contact Enalinwer A Licarise validated 8, validated SLb,ftd FBC Approval Approved am& M11112 version Manufacturer contact lburlmrar�& License Valki@M a, Validated Submitted FIBC A—rovel A AWN Revision 2017 Borer Roofing / Monlotdoft Thomas Jennerneft WIND Undo- Evaluation Gary W, Walker 10/18=17 IQRXM17 10)21/2017 Approved Revision 2D17 Sorel Roofing I momeritletas Thomas Jornmett LAPW10 uniform Evaluation Gary W. Wearer i*M&W7 110A)SIX17 11012IM17 Approved RW40M 2017 Boral Roofing I MoniodJbft Thomas Jammed LAPNIC, Uniform Evaluation Gary W. Wilaker 1011812017 1010&2017 10/2112DI? Approved Revision 2D17 Bomf ROOM I MoniwLftt#o Thomas Jammed: LAPMO Uniform Evaluation Gary W. Walker 10/18,120117 1=612017 1012112017 Approved Category: Floating (602) 269-2298 Services LLC. (205) 85"160 Caisfrorf,; Roofing (602) 269-2288 Seuvices LLC. (205) 854�OM Category: Roolk (SM 269-2268 S*Nk" LLC. (205)854-0160 Caesgcxry�. Roofing (602) 2es-228S Services LLC. (205) &54-0160 Subcategory: Roofinil thnmajmmarMboral.co itubCaftlipuy: Roofing Tile* thomarojecarothiliboral.co SubCabef;W. Roofing Tile. th—jernmethillitooral— Subcategory: Roofing Tiles thorms.1shomettilibonal.co compliance Modwdz Evaluation Report from a Compliance Method: Evaluation Report from a m ComPliancel'- : Evaluation Report from a m Compliance Method: Evatuatkin Report from a In Product Evaluation Entity FL#7904"iProdtmb Product Evaluation Entity Product Evaluallon Entity Product Evaluation Entity FLEU99All Products AKI Product Mcklel. Number or Nunn Quality Assurrack:is Approved for Use A�ecj firr Use Product Doiscliation Contrast Exibiration Data In oubwt IM2191 Design Resistant Pressume 92" Product Model. Number or Name 9NOL&MU� Approved for Use A,,-,d far Uss Product DMCFIDUW Contract makation Dab In Do&" HVHZ [mesa DWm Pressure Aga Product Model. Number m Name G-NW Assurance A -mod for Use Aconavot! for Use Product Contract Extrication Rille In Ouellette knonct 21WM Resistant Pressure ant PmdurA Model, Number orr QualiftAmajushot Accroved for Lks Agoragod for ties Prockart Description use In Oulall" HVHZ Impact Design gn Preatuart is Saxony 90D Flat "Is - Rialto, CA 101morls No Yes N/A WA 17 Saxony 900 - Country Slate, Harftd SWW Shake, State, Flat Profile - Stockton. CA 10110402ma No Yes N/A WA is Saxony 900 - Country State. Shake &arnp; Slate Flat Profile - Henclerson, KV 10/0412019 No yes WA WA is Saxony 900 - Country Slate, Shake, Slate Samp; Split Flat Profile - Lake WSW, FL IOM4,2018 No Yes WA N/A Split Old English Thatch Shake Search Cdtods Search Creent, V) —00 > cc 4-d U a) ,a V) CO -ca V) 0 0 .0 M U0 Ln CO -0 . =_ C/) < z z W mi 0 aalaaaa-11110 co CL < ::3 0 r) CD V) M Cn LLJ _j M SHEET NO. PA 12 +—J (/) +� > U 3 L � CL a--+ N Florida Department of Business & Professional Regulation pa erg Building Codes and Standards Product Approval Application Detail Page, or 1 Irermle Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 a 1 115 mia Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 ar+ 11srm1e Florida Department Of Business Professional Regulation Building Codes and Standards Product Approval Application Detail rag. , a, V51201e � � CO 70 CIO 0 � Y..L.. O OFLl74t1 �t�r � L ' ♦ V O t4— , � 0 ^ � vv' ' ^ ^ , L V JCIO �r � V ^ 949 Code EPtiht o« BIM Ra Data Pawing Ra - LM version Manufacturer Er]waer.& Litxrae Validated By Volidet a submittedsubmittedFOC Agoroval Approved ltkhm Revision WIT Boral Roofing I MonlerLNetlle Thomas JannMS IAPMO Unrarm Evaluation GaryW. Walker 10/1&2017 101082017 10/21=17 Approved Category: Rong (W2) 209.2286 Services I.I.C. (205) 854-0160 Roaring Subcategory: Roofing Tiles 8,omes.jsmmett�bo ni Compliance Method: Evaluation Report from a m Product Evaluation Emily FLT79494"1 Products Qa9tht Assurance Approved for Use Approved for Use Impact. Dalkon FI1i1sD78A6 � EDS!!>Lgs no RIM Dab Pending i� =Mpg Version intro Contact Engivasr & Lldsraa Valwtbd By Vale !�9 FMApproval Approved Stan Revision 2017 Global Protection Products, LLC. Tim Robinson Water A. TIM Jr., P.E. John W. Knezevich, PE OGIOW017 08/312017 091412017 12112I2017 Approved Category; Shutters (954) 669.7545 PE-44167 (954) 172.6224 SubCebgory: Storm Panels Ilel.robinsmagppent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FU11I0764R5 Produeb F1,91$978A6 C EMgv as go Date Date Pandrna Rot MM Version .�nuftabore t Erwiroer ✓$ License Va]usbd By Validated Submitted FISCAogrorel AoorwW sMpg. Revision 2017 Global Protection Products, LLC. Tim Robinson Weller A. T t Jr., P.E. John w. Krie2evkh, PE 09Po6/2017 O8/3112D17 091112017 IV122017 Approved Category: Shutters (964) 689-7545 PE-44167 (954) 7724224 subcategory: Storm Panels tkm.robinsan®gppi nt.eom Complance, Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engkxer FLi15476-Rs Produces Fli'17869.R1 code€QE4L3t � 20 �.�4!Da Ra T � versionversion Manufacturer Emmet & Lbanae Validated ev FOC Approval 3t§tn Revision 2017 All American. Shutters and Glass LNke garbler! Frank L. Bernardo, RE Troy Bishop, P.E. 10/20/2017 Re -Apply Category; Shutters (561) 712-9682 PE-0046W (954) 947.OM Subcategory: Storm Paneis rra'keb�allamedeanahude Compliance Method; Evaluation Report from a Florida Registered ArcMGect or a Licensed Florida Professional Engineer Fl.a'17S"I Product 6-0 Product Modal. Number or Hama Product Description Contract Expiration Date In outside HVHZ Rasl�aK Preuure Quietly Assurance Approved for use Awai for Use ipp,gt Dalkon Quarter Assurance, Approved for Use Approved for Use Impact Dooken Q(Mely Ayypp■ Aporovod for Use Ate rwW for Use I®oect Do"= 20 Saxony 900- Shake & Slate Flat Profile - Lat", CA 10/0412018 No Yea WA WA m18. Prodect Model. Nunher a Nara Product Duedodon contract Exolrsilon Data in HVHZ Out" XVNZRff Pressure 1 20 Gage Galvanized Steel Storm PamWHVHZ Corrugated Golvantred. Steat Sbvm Panels retained 12*12019 Yes Yes Yea WA or not by tracks to provide hurricane protection. a g# Product Modal. Nonlw a Rents Product Description Contract Exalretlon Win in HWIZ Outside Rise Preissive 2 24 Gage Galvanized Steel Storm Psmis/NHVHZ Corrugated Galvanized Steel Moan Panels retained +21312019 No Yes Yes WA or not by tracks to provide huntoris protection. Ala Product Medial. Numbaror Name Product Duedotlon Contract Expiration Oats In Outside HVHZ $ Pressure 1 22ga & 24go Galvanized Steel Storm Panels 22ge & 24ga Galvanized Steel Storm Panels 121312o18 No Yea Yes WA Search criteria Florida Department of Business & Professional Regulation Page I Of I Florida Department of Business & Professional Regulation raga 1 of t Florida Department Of Business & Professional Regulation raga 1 ar 1 Florida Department of Business & Professional Regulation Page I or I Betiding Codes and Standards 115=18 Building Codes and Standards 115=118 Building Codes and Standards 115r21+a Building Codes and Standards 1/W0118 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail nAi9894" 2211111 Eeft Rik 10 21M FL91999A8 920 Gab 046 21K adepandlinta 20 "9nms coft Entev s I1M go Dow Pawing REM FZM9N4t5. Codes Eftftar RIM Data DateParwino 20 MW Vmlon Abnldactum Contact Enaiuor & Uponse Validated By Valkl§W Submitted FBC Approval AnDmAd ahm j)pgg Ypgipg, Manufacturer comas Etalrepor & Uponso Validated By Validated Submitted FRO Approssi Al nehowe l ststia MOM! V41111 p Imo C EnNroor & uur. Validated By ValidaM9 Submitted FOC Approve] Approved ate Sipe Version Manuhcturer Eminser & Lloenu Valuated By Y9@geM9 Submitted F9C Aoornval Agdprot99 ama Revision 2017 nW Building Components Group Inc. Category: Structural Components Smart Lewis ICC Evaluation Service, LLC WMem M. Ranieri, PE (847) 918-6473 (407) 681-1917 091192017 09/072017 09212017 Approved Revision 2017 nW Balding Components Group Inc. Category: Structural Components, Stuart Lewis IOC Evaluation Service, LLC Wglam M. Ranieri, PE (847) 91"473 (407) 681-191T 0092017 OgJO72m17 09QI2017 Approved Revision 2017 ITIN Bu6ding Components Group dna Category: Structural Components Stuart Lewis IOC Evaluation Service, LLC Mism M. Ranieri, PE {&17) 9164473 (407) 481-1917 09M92017 09/07/2017 091212017 Approved Revision 2017 net Building Components Group Inc. Category: Structural Components Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE (847) 9184473 (407) 881-1917 09119=17 091072D17 09212017 Approved Subcategory: Truss Plates alewle@alpineiw.wm Subcategory: Trues Plates slewislitalpineltvr.com S ubCategory: Truss Plata atewis�alpinekw.com Subcategory: Truss Plates slewleCAlpineilw.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Camp4tenea Method: Evaluation Report tram a ConlplNnce Metltad: Evaluation Report from a Product Evaluation Entry Product Evaluation Entity Product Evaluaion Emgy Product Evakutlm Entity EM99040 Prodli a FL619984s Products FMN94U Product FL3190$4ts Products W Quarter, Asstirance; Approved for Use Approved for Use ial W Dookim Colorer i Approved for Use Aoaoved for Ito impid Dooloin Dwight Assurencii, Approved for Uu Approved for Use Its y■t Approved for Uss Aooroved for Use IZogggt DooJaD A2,1 Product Model. Number or Hama Product Doearration Contract Expiration In HVHZ Outside FIVHZ Rosidshont P—ra ini Product Model. Number w Hem Product,Description Contract Expiration Date ID.HWIZ Dalai B Prom, IM g Product Model, Number or Hama Product Dowartaffor, Contract Expiration Dab in HVHZ oateddle HVHZ IMtIMMot P.Ismts, 82o Y Product Modal. Number a Nara Product Description Cpnfinet Expiration Date in out" Resistant Pressure 1 ITW BCG/A jbte Higher Strength (H & S) Metal Connector Plate 121312022 Yee Yea N/A WA 2 IT W BCG/Apkm Hinge Plate Medal Connector Plate 12/312022 Yes Yea WA WA 3 nW BCGAIpbe Tndox Metal Connector Plate 12/312022 Yes Yea WA WA 4 ITN DMAlptr Wave haul Conrupor Plate 121312022 Yea Yes WA N/A Search Crho& Smirch Criteria Search Criteria search Crillets Florida Department of Business & Professional Regulation Page I a I Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 116=18 Building Codes and Standards 115=18 Building Codes and Standards 1151201e Building Codes and Standards 11512018 Product Approval Application Detect Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLa21974% C90 rue, OVA 2mi lute Palling RIM FIl219748 2292 rE met ce Qow Dow Date Pendina 20 F102197A8 22111 Emily a M 21k Date PeaNw it FL1112197As .9211112 Entity a 21M 20 Dale Pending Malt Y9■L4m IMnubom � Contact Enoinsor & Licari Validated By Validated submitted FBG Approved Approved! $MrM SrEg Verabn Manuf ctsuor Se9L1Mi Ei■I veer & License Vat[deted By Validated FBC Approval AgQLBYld §form Iygg yg}Jgm wnwdaamror &s11vld Frwineer&License VatidetedBv vatmatoe BuprNded FBCAppro,ral4ffi , eh4u jypp Votabn Menuteemtar Er,girwser & Lbedes Vauasd By $JlgddTt�9 Approved Revision 2017 11 Industries, Ina David Wert IOC Evoluawn Small, LLC IOC Evaluation Service, 10h1912017 10/19/2017 102212017 Approved Revision 2017 Meek Indusbies, Inc. David Wert ICC Evaluation Service, LLC ICC Evakn tion Service, 10119,2017 10/19=17 10222017 Approved Revision 2017 MITek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Samoa, 1011gmilr 10/192017 1=22017 Approved Revision 2017 Mnek Industries, lnc. David Wert ICC Evaluation Swim, LLC ICC Evaluation Service, 10119=17 10119=17 10/2212017 Approved � Category: Structural Components subcategory: Truss Puns (314) 851-7480 LLC. dweramii.wm (206) 5994800 Category: Structural Components Subcategory: Truss Plates (314) 851-7480 LLC. dwertamii.mm (205) 590.98W Category: Structural Components Subcategory: Truss Plans (314) 851-7480 LLC. dwer1Q.h.wm (205) 599. m Category: Structural Components Bobcats": Teas Plates (314) 951-7480 LLC. dwert@mlixom (205) 599.9800 ■ � Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Msdrod: Evaluation Report from a Product Evaluation Entry Product Evaluation Entry Product Evauation Entity Product Evaluation Entry 111,1112191 Bgr[ MM Qwlib Assurance AggLPYffi Uu p�W for tNw inspect i FLa2197As Products y� �gsygd for wo Approved for Use i mgm FMI974U Products Quality XPIMU u ApprovedIn Ito A ovsg FIJ219741ts Products $ffi.E 1 Product Model. Number or Nam 11418SHS Product Description Cow,trect Expitatlon 18 ga. super high strength truss connector plate 01/01/2023 Dana in HVHZ Outside XVXZ Z Yes Yea N/A Pressure WA ¢eo9 2 Product Maul NunbwaName Mil 16 Product Dsecriobn Contract Expimtbn 16 ga. truss connector plate 011012023 Date in HVHZ Yes out"Cls Resistant Oulairle HVNZ ipt Yea WA Pr WA 2gg,d 3 Prorhwl Maul, Number or Name W18HS Product Description Cenhact Ezpirelfor Date 18 ga. high strength truss connector plate 01/01=3 Outside HVHZ Yes Yes t WA Pressure WA � 4 Product Model, Number or Nrme MT20 Product Daeripgoo Contract Exok*Oon Daft 20 ga, truss connector plate 01/012023 in HVHZ QUW& HVHZ Yea Yea R WA p(gMg@ WA Search Cruede Search Cribrls Search Criteria $"Mb Cdleda O Florida Department of Business & Professional Regulation rage, of I Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Pega t at i Florida Department of Business & Professional Regulation Pas. I of t Building Codes and Standards v52018 Building Codes and Standards 115rmis Building Codes and Standards 1151201e Building Codes and Standards 15 zo+a Product Approval Applkadon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLi2797Ae s2MM Entity RIM I� 118M.Cfadlm 20 FLfI8627A8 99a Entldra PAM J� 201 FLM647A8 2zk Entritor 20 RM DallesPondhot 2ift FLf86274t8 220 Entity 20 IIIM DagPondlno )kid 1012 Version Ravisbn 2017 MenufacW MlTek Industries, Inc. eadw Engineer & Licata Validated ev David Wed ICC Evaluation Service, LLC ICC Evaluation Service, VNY iV rated awnmw FSC Approve 10M9/2017 101192017 Aggrovgd 10222017 sfig Approved MM version Revision 2017 Manufacturer Weyerhaeuser i9UM5E Erinesr & Ligarrs Validated By Rob Baldwin ICC Evaluation Service, LLC James A. 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Category; Structural Components (253) 924-6476 (WS) MI344 Category: Structural Components (253) 924-8478 (808) 899-1344 Category: Structural Components (253) 9244478 (808) 639-1344 � Subcategory: Truss Plata Compliance Method: Evaluation Report from a dwert@mllwm (205) 590-WOO Subcategory: Engineered Lumber Coarpibnce Method: Evaluation Report from a Robert.Baldwtn@weyarha aee.00m $t bCasXpry: Engineered Lumber Compliance Method: Evaluation Report from a RobartAid dwbQwayema euser.wm Subcategory: Engineered Lumber Compliance, Method: Evaluation Report from a RobertSeld AnC eyerha euser.wm Product Evaluation Entity Product Evaluation Emily Product Evaluation Entry Product Evaluation Entity FLa21974/ Predwah CkoHN Assurance Approved for Use Approved forUse Instead oowm FLOO62TA9 Products Quality Assistance Approved for Use Approved MtSMg ,IceViss t Design FL36W4U Products Gasser Auprsuce, Approved for Use Approved for ua hy.Dw psalm FLaBW4U Produce Qwlmv Assurance Age Approved fa Uu thesis! Doo48D 22" Product Model, NunberorNam ProductDescriptim Contract Expiration Date InHWC ! V Rot Pressure Pressure bane Product Model. Number aHann ProductDaacdptlgn cqrAmct Exubsom InInHVHZ Outside HVHZ I Pressure S! ProductMndel.NunberaHam Product Description Contact Expiration Date In HVHZ OutsideHVHZ m3■hMffi ,Pressure Ala Product Model. Number or Norma Product Deviant Contract Expiration Dab inDukakis RWOUm pines 5 MT20HS 20 ga. high strength truss connector plate 01/01=3 Yes Yes WA WA 1 Miorollem LVL Laminated Veneer Lumber D31312019 No Yes WA WA 2 Petersen PSL Parallel Strand Lumber 03/312m19 No Yes N/A WA 3 TlmberStrand LSL Laminated Strand Lumber 0=12019 No Yes WA WA < search Criteria Search Criteria Search ciribew Search On'toorto O Florida Department of Business & Professional Regulation Building Codas and Standards Pegs 1 ar I 1/5010 Florida Department of Business & Professional Regulation Building Codes and Standards Pop 1 of I 115rm,a Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 or I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards page I Of I 115=16 Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail ` V > FL9a274t8 SS9! 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(253) 924 6416 (608) 839-1344 Roberl.Bebwlntawweyema eueer.com 08222017 06202D17 071032017 Approved Revision 2017 Weyerhaeuser Category: Structural Compornte subcategory: Engineered Lumber Compliance Method: Evaluation Report from p Rob Bakhvin ICC Evaluation Service, LLC James A. Rollman, P.E. (253) 924-6478 (608) 839-1344 Robert.Baklwineweyema eueer.com 06222017 06202D17 m7I032017 Approved Revision 2017 CASTCRETE USA, Inc Category: Structural Components SubCohail Products Introduced as a Result of New Technology Craig Famine, Miaml-Dade BCCO - CER Miami -Dade BCCO - VAL (813) 8214641 (788) 315-2590 4urdnollidasbmb.axn 11/142017 10118=17 11212017 Approved Revisim 2017 Commercial Concrete Produda,lne. Category: structural Components Subcategory: PProductsProductsIntroduced as a Result of New Technology Robert Gillis THUY H. HUYNH John Hoy (613) 859-3707 PE40122 (352) 58"311 preceapatorayahoo.com 10/14=17 10/13r=7 10282017 12/122017 Approved � O Product Evaluation Entity Product Evaluation Err* Complance Alathod: Cemlcetion Mark or Listing Compliance, MEvaluation Report from a ceethod: Florida Registered Architect or a Licensed Florida ii FIJIs627Ae Products Qualiht Auwrence Approved for UN Aearoved for Use Impact i FLa8627AB Prodwrdes Qualliv Assurance Approved for Use Apor od for Use IpRgdt D sion FLi16&R70 Prodwwcls Duality Ass rams ApprovedUse Approved far Uu bbog! Ft9tnaA6 Product Professlonel Engineer CC AMA Product Modal. Number a Mom Contract Expiration Product DescriptionID Deft HVHZ Qu yyimj Resistant Pressure Esa tt Product Model. Number a Nem Product Descripgm In HVHZ OuHVHZ I Wde Protestors Inn Product Model. Number a Nam duct In HVHZ Outside I prNun 4 TJ Rim 9oard Smic uraf Composite Lumber or Oriented Strand OW1112019 board Rim Board No Yes N/A WA 5 Weyemeauser Rkn Board Oriented Shand Board Rim Board 03/31=19 No Yes WA WA 1 High Strength Concrete LNdeis 4, 6, 8, and 12 inch wide Imes 09111/2018 Yes Yes WA WA a w 1 Product Model. Number or Nam Quality Precast or Commercial Concrete Products Qwaght Aurria Predict Description Cmbadt Expiration Deb Precast and Prestressed Concrete Lintels 05/252024 Approved for Use Approved for Use IDttlgJi outdo FIVi1Z No Yes Impact i3tIsMMffi WA Pre"ur9 NIA Search oriental search Cfitaft Search Cdtods V / U m 0o w 7-5 z IZ SHEET N0, PA 13 I �Y� zip �� eZ ,�3�5��� 11 I-