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HomeMy WebLinkAbout6316 Cobble Bliss St�Ib Cg bb5� ABBREVIATIONS AFF. ABOVE FIN15H FLOOR EXG. EX15TING PKG, PARKING ACC. ACCE55 EXT. EXTERIOR PTN. PARTITION A.P. AGCE55 PANEL FB. FACE BRICK PV. PAVE(DXING) ADO. ADDENDUM F.O. FACE OF "T. PAVEMENT ADH. ADHESIVE FA5. FA5TEN(ER) PIED. PEDESTAL ADJ. ADJUSTABLE FN. FENCE PERI. PERIMETER AGG. AGGREATE F.GL, FIBERGLA55 PLA5. PLASTER A/C AIR CONDITIONING FIN. FIN15H PLAM. OR P.L. PLA5TIC LAMINATE ALT. ALTERNATE FFL. FINISH FLOOR LINE PL. PLATE A.B. ANCHOR BOLT F.E. FIRE EXTINGUISHER P.V.G. POLYVINYL CHLORIDE APPX. APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL ARCH. ARCHITECT FLG. FLA5HING P.5F. POUND5 PER 5QUARE FOOT AD. AREA DRAIN FLR FLOORING) P.5.1. POUND5 PER 5QUARE INCH A510H. A5PHALT F.D. FLOOR DRAIN P.C.C. OR P.C.CONC. PRECAST CONCRETE A.T. A5PHALT TILE FLUB FLUORESCENT PFB. OR PREFAB. PREFABRICATED) AUTO. AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE AWN. AIMING FND. FOUNDATION RAD. RADIU5 55MT. BA5EMENT FR. FRAME(DXING) RLG, RAILING BM. BEAM F.5. FULL 51ZE REF. REFERENCE BRG. BEARING F.B.O. FUW15WED BY OTHERS REFR REFRIGERATOR BM. BENCH MARK FUR FURR(EDXING) RE. OR REINF. REINFORC(EDXING) BVL. BEVELED GA. GAUGE RE5. RESILIENT BIT. 15ITUMINOU5 G.I. GALVANIZED IRON RA. RETURN AIR BLK BLOCK G.C. GENERAL CONTRACT(OR) RV5. REVERSE (51DE) BLKG. BLOCKING GL, GLA55, GLAZING REV. REV1510N(5), REVI5ED BD. BOARD GLB, GLA55 BLOCK ROW. RIGHT OF WAY 8.5. BOTH 51DE5 GD, GRADE, GRADING R. R15ER B.W. BOTH WAYS G.B. OR GYPBD. GYP5UM BOARD RD. ROOF DRAIN BOT. BOTTOM HD, HARD RFG. ROOFING BR BRICK HDW. HARDWARE RM. ROOM BLDG. BUILDING HDR HEADER R.O. ROUGH OPENING CAB. CABINET HTG. HEATING RBL. RUBBLE CPT. OR C. CARPET HVAC, HEATING/VENTILATING/AIR CONDITIONING 5CH. SCHEDULE C5MT, CA5EMENT H.D. HEAVY DUTY 5NT. 5EALANT G.I. CAST IRON HGT, OR HT. HEIGHT 5TG. 5EATING C.I.P. GONG. CA5T-IN-PLACE CONCRETE H.C. HOLLOW CORE 5EC. 5ECTION CB. CATCH 15A51N HM. HOLLOW METAL 5HTHG, SHEATHING CK CALK(ING) GAULK(ING) HORZ, HORIZONTAL 5HT. 5HEET CLG. CEILING N.B. W05E BIBS 5H. 5HELF, SHELVING CEM. CEMENT ID. IN51DE DIAMETER 51M. 51MILAR CM. CENTIMETERS) IN5. IN5ULAT(EDXION) 5KL. 5KYLIGHT CER CERAMIC INT. INTERIOR 5L. 5LEEVE C.T. CERAMIC TILE JT. JOINT 5.C. 5OLID GORE CRAM, GHAMFER J5T, J015T 5PC. 5PACER CIR CIRCLE KIT. KITCHEN 5PKR 5PEAKER CIRG, CIRCUMFERENCE K.O. KNOCKOUT 5PEC. 5PECIFICATION5 CLR CLEARANCE) LAM. LAMINATED 5Q, 5QUARE CL5. CL05URE L.P. LAMINATED PLA5TIC SST. 5TAINLE55 5TEEL COL. COLUMN LAV, LAVATORY 5TD, STANDARD COMB. COMBINATION LT. LIGHT 5%. 5TEEL CONC. CONCRETE LTL. LINTEL 5TO. 5TORAGE C.M.U. CONCRETE MA50NRY UNIT LL. LIVE LOAD 5TRL. 5TRUCTURAL CX. CONNECTION LIV. LIVING 5U5. 5U5PENDED CON5TR CON51RUCTION LVR LOUVER TEL. TELEPHONE CONT. CONTINUOUS M.H. MANHOLE TV. TELEVISION GONTR CONTRACTOR MFR, MANUFACTURE(R) THK THICK(NE55) G.J. CONTROL OR CONSTRUCTION JOINT MA5. MA50NRY THR OR THLD. THRE5HOLD CORK 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.O.F. 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 UG. UNDERCUT D.L. DEAD LOAD MET. OR MTL. METAL UNF. UNFINI5HED DER DEPRE55ED M, METER VB. VAPOR BARRIER DET. OR DTL. DETAIL MM. MILLIMETER VERT. VERTICAL DIAM. OR ? DIAMETER MIN, MINIMUM VIN, OR V. VINYL DIM. DIMEN51ON MIR. MIRROR V.T. VINYL TILE D.W. D15H WA5HER MI5C. M15CELLANEOU5 W5CT. WAINSCOT DR DOOR MOD. MODULAR W.T,W, WALL TO WALL D.H. DOUBLE HUNG MLD. MOLDING, MOULDING W.N. WALL HUNG ELEC. ELECTRIC(AL) O.C. ON CENTER WF. WIDE FLANGE D.S. DOWN5POUT MT. MOUNT(EDXING) W.C. WATER CL05ET E.P. ELECTRICAL PANEL O.A. OVERALL W/0. WITHOUT D. DRAIN MULL. MULLION W.P. WATER PROOFING EL. ELEVATION O.H. OR O'HEAD. OVERHEAD WD, WOOD D.T, DRAIN TILE NL. NAILABLE W.R. WATER RE515TANT EQ. EQUAL PNT, PAINTED) W.I. WROUGHT IRON DWR. DRAWER NOM. NOMINAL W.W.M. WELDED WIRE ME5H E5T, E5TIMATE PNL. PANEL W. WIDTH, WIDE Dw. DRAWING N.I.C. NOT IN CONTRACT WIN. WINDOW EXH. EXHAU5T PAR, PARALLEL ER OR EAR EACH FACE N15. NOT TO SCALE REVISION LOG 4/8/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT LOT 01 BLOCK 08 SILVERADO 6316 COBBLE BLISS STREET EPHYRHILLS, FL 335 1 MINININ, LE N NARM 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 \���►11 I 1111 ///�� E �.V623 TE OF 4 X_ 1 i O'•,� 'ij�F'•.A-4ORIDP •��►���� IIII ALL WOR:K 1."w ^,U. 7TAPLY WITH PREVAILING CODES FLORIDA 6L)ILNIN G CODE, NATIONAL ELECTr�ljl : ",f)DE, AND THE. CITZY {.:;f' .:. LrHYRHILLS ORDINANCES APR 3 0 2019 CITI' Cif= Y_ ILL, ( DAMS BEWS DESIGN GROVP 1S0 STATE srt�r i;,sT 813. 925.1300 TII. 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMI'A • DENVER --y--=;� EST.1994 �-gin--- iii air 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 0 z0 N O O >�fMO �c MLLnn L LL a Q v o- z��� w z J � b110 's �o N80 z 00 o�ag_1 d Lu 8��o zo LU } z f Z z g WM w 3 O U Cn oc J Z<� ce boa 0 9 w W o0 a- W o2 o �az ZOZ� O Lu 0 Q 0 O z v- r%4 00 z J Ln cV u gza Q$Ln 0uj tD LLI LL.I W W W Q r LL f Nz z m 0) z Z C6 a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. c s 9 TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BLK OPNG BLK OPNG MULLED PAIRS SH12 20 X 26 SH13 20 X 38 3/8 SH 14 20 X 50 5/8 SH145 20 X 57 SH15 20 X 63 SH 16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 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 SH 16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 1 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 El� TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 29 1/4" 2/6 311/4" 2/8 33 1/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 49" 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 c EGRE55 NOTE: EACH BEDROOM MUST NAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM um .4" 13'-4" i � 1n 4'-8" cv FLAT HEADER SEE ELEVATION N ENTRY �9'-4" CLG. A.F.F. ARCHED HEADER - SEE ELEVATION e cA 'v UZI N e a FS 115S 2 05 STRUCTURAL NOTES lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." TIED TO THE BOTTOM PLATE W/ (2) 51MP50N SPH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL 1/55." ANCHOR WITH HTT4 AT BASE. FOUR (4) 2X4 BUILT-UP COLUMN, NAIL PLIES PER TYP. DETAIL 1/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS O(2) H1 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) 13/4" 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 QJS4 SEE PLAN FOR BEARING WALL CALL -OUT WHEN 1/2" FLITCH PLATE SAPS ARE REQUIRED. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT V-0" A.F.F. 2x FRAME WALL NON -BEARING - 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH n TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION R-VAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/11-13 KRAFT FACE (GARAGE / LIVING) LIVING 22718 S.F. GARAGE (o11 S.F. ENTRY 44 S.F. TOTAL SQ. FT. 2939 S.F. FLOOR PLAN - A SCALE: 1/4" - P-0" DAVIS BEWS DESIGN GROUP 1S0 STATE STREET FAST 01.��• �mA 3�677 813 . 925.1300 TEZ. 80. 925. 1800 FAX W W W.DAVLSBEWSCOM TAMPA • DEIVVER �-�,� EST. 1994 �� III In 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 ANDREWJ. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z > � cy) j r0 L11 i 0) a LA L ¢a `-. avao ... Z � � w wo J O t� d- J O �o za a zr H- W rCL aaOO Z w ��211 g o J aw-' ` pLL N quj uo z z U }' 2 IF---1 2 w g uj 0. 0 J 0� Z a ^ a CL z Uaotj A Oz O O 1 ` ~ < oc) < W0z� IQI--OQ0 Z v N o&wz Z CV 'Q < LLJ Ln N Q o J .� z lD W W www n Z Z�� m00 Z Z o 5 � om r, m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. r v M HOOD REF. e r RANGE - m M 51NK WA KITCHEN ISLAND KITCHEN MIRROR CP - - LAv. e 0 cfA TUB/SHOWER = I I BATH 2 OWNERS BATH INTERIOR ELEVATIONS SCALE: U2" _ 1'-0" e / MIRROR / LAv. LAv. 0 DAMS BEWS DESIGN GROW L50 STATE STREET EAST otasMntt, FLORIDA 34677 819.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • GENVER --�_� EST.1994 o J O t o6 Z O W �O Z VERSION NO. loo I SHEET N0. 1 w T.OM. TEXTURED — CEMETITIOU5 FIN15H ON C.M.U. (TYR) FINISH FLOOR LINE TEXTURED FINISH 2' STUCCO ON 5HEATHING (TYR) T.O.M. FINISH FLOOR LINE _ GRADE LINE (A55UMED) ._.. DECORATIVE BRACKET (SEE - DETAIL (TYP.) I"x8" SMOOTH —12 5. _ TEXTURED TRIM FIBERGLASS BAND - SHINGLE PER 12 �l5 COMMUNITY SPEC_ . . (SEE 5TRUCT.) - - - I"xl" SMOOTH -- TEXTURED TRIM / _- 2'-0° 2'-011 - 20 ltrP.l= G.C. VERIFY _.. BAND -. — FASCIA CALL -OUT -- - TEXTURED FINISH ❑ I"x8'x8" SMOOTH (TYPICAL) - ____ ..... - -- _ 5rucco oN _ _ =� TRIM / F5 _ _- SHEATHING (TYP) _rExruRED N - F5 BAND 1-- mimimimimimimimi iml - 11 Elmimimimimimimll mimiml Imirl NIMINININININI lolml 0 GRADE LINE (ASSUMED) FRONT ELEVATION — A F15ERGLA55 SHINGLE PER COMMUNITY Sf (SEE 5TRUCT.) F'5 TDM, HDR HGT. TEXTURED CEMETITIOUS FINISH ON C.M.U. (TYP.) F6 25_SH _ t___FINISH FLOOR LINE _ GRADE LINE (ASSUMED) ZTEXTURED TEXTURED CEMETITIOUS FIN15H ON C.M.U. CEMETITIOU5 FINISH ON C.M.U. (TYP.) (TYP.) 25-5H * EGRE55 25-51-1 TEMP. * EGRESS RIGHT ELEVATION — A - SCALE: I/4" : 1'-0' T.OM. HDR HGt. _FINISH FLOOR LINE P N NO. bbfl23 'b• STATE OF '� imp•. : ���OR IV DAVIS BEWS DESIGN GROUP 150 STATE STR.EET EAST OIASIMR, R XVMA 34677 813 .925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEVMCOM TAM['A • 0E2qVE3L EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW J. MEISHEID, P.E. #83217 yj ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O O �^ �o ur) - O MLn a 0 1^n Q CL , VM a.00 z � w Wo J O �O d' v ZZ U Ln G w� z z¢ z¢f O �~ ■ ;=zo0 r 0W01 Q �o z > J W �L00 U-LLA o J duo W Z8 S W �Z Z � a O � U V) Q z z F- 0 za a 992 ICL W 6L I o P �o z z z 00 ZOZ82 o 0 a0Q0 00 ���0 Z N �Ws J In N I.L 9Z121 �8R< Ll1 di " Z w LLJ Oai Q QQ N Z Z I GOO Z Z o r1 m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. - FIBERGLA55 T- -- _ SHINGLE PER _. COMMUNITY 5PE 12 1 1 — (SEE 5TRUCT.) -- --- 12 5� - - \' �N� Pa�FtAN �VF���i • �K INE OF INTERIOR._. • LL too - VAULT - (—� 12 3 -- - _ _ `• 3 �Z T.O.M.qv - - - _ -- - - - - - - -- - -- r.OM. ' ATE - -o ST OF •� — HDR HGT— -- - - i�0••••• � '•��` 'o C OR%0P •�'�`�� /11111111 TEXTURED EXTENDED a CEMETITIOU5 OVERHANG TO BE FIN15H ON CM.U. CENTERED ON TEXTURED «� (TYP.) 7 SGD. CEMETFIN15H ION CM.U. f (TYP.) 25-5H 35-5H 35-SH 35-5H FINISH FLOOR LINE * EGRESS' EGRE55 * FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION - A SCALE: 1/4" : 1'•0" R/5 125 12 - -- - - - -- 12 _- 5fi� -- - - — FIBE%LASS - - SHINGLE PER _ Y _. _ _._ - - _ -COMMUNITY 5PE _._... (5EE STRICT) I I I— _ --. 15 - _- - TEXTURED FIN H - - T.O.M. - _ _ SHEATHING (TYP.) - T.OM. HDR HGr_ ZTEXTURED CEMETITIOU5 a, FIN15H ON C.M.U. ITYP.J -� I/2 34-5N. FIN15H FLOOR LINE FINISH FLOOR LINE GRADE LINE (A55UMED) LEFT ELEVATION - A SCALE: 1/4" - 1'-0" 124 DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST OLDMWk, RXROA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WnAVIMEWS.CAM TAMPA • DE1VN-"M - EST. 1994 �ll III III 11� �� III 11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY II O Z O N 0 N +� O M O d' gcoLn L V,• a , v a� .0 Z W WO J 0 �O d' J Z Wo (n Za Zr o bz�0 �z80 H z �m z $ U W N W �W® J Z w Q z Z w X: uj O �_4 Z Boa 0 �Q� � z �Wo QCL �a a amW.zOQ �zNf-gZ �iV W $ Lu Ord Lij W www 00 L Z Z OR 00 Z Z J " <w� o m g g SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. ELECTFICAL KEG' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DINNER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL.) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR (ARC -FAULT) s� SMOKE It CAR30N. COMBO DETECTOR (ARC -FAULT) SE M TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1> ROUGH -IN FOR OPT. CEILNG FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OFT. CEILING FAN NOTES" I. PROVIDE AND N5TALL GROLND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW NDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABv COUNTERTOP) TELEvI5ION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED NTO 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 N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINNG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, $J*XMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS N FULL COMPLIANCE WITH NFPA 10, NE.C. 2014, F5.CR - 6TH EDITION (20171), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -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 SLEEPNG PURPOSES. 8. ALARMS 514ALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WALL TINT, W.P. GF.I BEDROOM 2 1 � � ROUGH-N FOR OPT. FANLIGHT PRE -WIRE BEDROOM 3 BATH 2 /� ROUGH- IN I FOR OPT. FANLIGHT J PRE -WIRE \ 1 \ ROUGH-N /> \ FOR OPT. / FANLIGHT PRE -WIRE J / PENDANT (VERIFY FAMILY ROOM / LOCATION) / \ CAFE / / I W.P. GF.I. 0 /ROUGH -IN FOR OFT. i FANLIGHT PRE -WIRE </ J OWNERS SUITE O.BATH I,-o, BEDROOM 4 ROUGH -IN FOR OPT. FAN/LIGHT PRE -WIRE G.C. VERIFY: LOCATION OF DISPOSAL SWITCH AND GF.I. CUTLET 15 UNDER SINK CARNET FLEX O F F OR OFT, FANLIGHT PRE -WIRE �J FOYER GF.I. ENTRY 22P Y. o o I I��,,. / I � I II�Fi 0I ~� I KITCHEN 3 CAR GARAGE — — — — — — — — - JDp II r - — — — — — — — — -- PUSHWTTON6 \ I PUSHBUTTONS FOR r GD.OPENERS �I �I11I I I �I1 1I I 11 I -- — — — —--� O.E. GF.I LIGHT AND SWITCH I I N ATTIC I GFJ. AT I 44" AFF. LAUND. GF.I. I W.I.C. I ALARM SYSTEM i r - - r — — , 0 I 220 V. I GFJ_ I I W.P. ------� L JL J ELEC. L ----- RIG. - \ PANEL II, GF.I. IR ELEC. METER MAIN DISCONNECT METER COMBO - 50ARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP, '14 AND'12 COPPER TO N51DE LIGHTS AND OUTLETS PANEL '10 COPPER TO WATER HEATER 08 COPPER TO RANGE 14 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTNG 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 DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXMAR, RjORIDA 34677 813.925.1300 T7EL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAIVWA • DENVER. EST. 1994 F_y O Z O fV > `f' m j m tt gcoLn la— CL c� Q U a °� z�� w Wo J O J oZ o �o z ¢ a� bz 0 zC�c5 U �onW J f ce aw2o 8uj u 00 In b Z Z y8 Q Lu XZ Z =5 a W �3 2: w J_ 0 Ln zj z p ,z O S�Wo LL o I� Z zc'=8 N 00 Lu �u w ¢ z Z r N S W �Q�S LLJ ¢ $ Do ?�Ozd. ulW eo� m ¢ N Z Z Jo m O 00 Z Z a� o'm rn m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 401 SHEET NO. I EXTENDE OVERNA6 CENTEREI 5.6D. ROOF PLAN - A SCALE: 1/4" = I'-O" MAIN ROOF F NT REQUIREMENTS N CALCULATIONS = 2939 SQ. FT. / 300 = 9.80 SQ. FT. X144=1411SQ.IN. PER 2/3 ROOF VENTS = 705.36 SQ. IN. AR FEET OF RIDGE VENT = 20 LINEAR FT. :F-RIDGE ROOF VENTS REQUIRED = 3 4L 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. yy __`\aa��Nl K,q N ENs�•FO���/ Q NO. �62 ••�Z �C00R10������� 16AL 1,111NII 100 DAVIS BEWS DESIGN GROUP >"so srA� srlt�r irnsr aosNti�, aoRro� �77 813 . 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DELAYER --a FST. 1994 �= �,..- CS= 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,I. MEISHEID, P.E. #83217 AABED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Co Z � 0+a+o V') M D cn 0 U ( �Ln L. LL Q z < E DC U d 00 z��� w Wo J � l0 J wo zQ -8 Z LLI Z o�w aap'.o �Wo om�© LLI z z z w Z a o� Lu 0 V % � o z 0wo o LL h LLJ z 0 a~YI z v- N 0 �~Z w z N <�5am N �a�o —j '-1 � � O W W Wzw L. Q QQ z Z z 00 Z z ��� o m � � o8 In SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. ino SHEET NO. 501 i r r m jij1 NOTE: • WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE bth EDITION (2011) FLORIDA BUILDING CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.5.1. FOR THE CONCRETE STRENGTH. • SEE SHEET 5N FOR 501L AND TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING. W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB UPPER I/3 OF SLAB THICKNE55 WHERE SHOWN OR FIBERMESH ON FOUNDATION PLAN REINF. (SEE PLAN) u_ CONTROL JOINT DETAIL N.T.S. 5 CONT, REINF. SEE FOUNDATION FOR " QUANTITY 545"45" CORNER BAR ONE FOR EACH HORIZONTAL REBAR TYP. (UN.O.) J' .. ALTERNATE THE REINF. BARS SHALL BE CONTAROUND CORNER BY COLD BENDING THE BAR W/ MIN. BAR LAP 25" TYP. CORNER BAR DETAIL N.T.S. 111 4'-4" . H.B. 5'-4" 54'-8" 3'-10" 4'-0" 3'-8" 3'-10" 5'-0" 5'-4" 4'-4" 0 I --- v I I I I I --- T- I I I ■ ■ I I I I T 'j I I I I hI I I I I v� ;r I I I "' � hI r I i � I i ■ CA I I I � C J. i Gil S3 24"x36"A2" D. _ --------------------t---------------------- ---r--------------------------I----- - - - - IT -------------T----- ------------r----------------- i GONG. FTG. W/ � 23'-3" ' (3) 05 BARS E.W. I I I I T /� / �I�Ll <1[ / (� /-G1J /.LL_ll 11-/�/ /1LL /` A ,/LJ� / / i� - co I ■ 8"x8" FTG. W/ ■ I 30N 30"AY D. GONG. I I I o I/2" LESS ' PITCH I - 15 CONT. 8" 53 I FTG. W/ (3) "5 BARS E.W. T .0 i i S3 ; 33 -0 i i FOR ENTRY i 14 -8 11 I/8 / FT. PITCH i I I n 9 � 53 1/8"/FT.� I �I �I uI ui W L M L I ■ ■ ■ .J w ---C-.------------------- ------------- 48"xgb ----------------------i------------ ------CGil.cn -- --- — — — — — — — — — — — — — � s GONG PAD ■ i ELEVATION AT 0'-0" (ASSUMED) �\ I I I I I I c> I ' I I I , 16"x36NIT' D. 3.5 THICK, 2500 OR 3000 P.S.I. _ I I o I I� I PITCH I GONGFTG, W/ \\—(3)15 w I CONCRETE SLAB ON GRADE W/ I I �� I/8 / FT. BARS E W. bxb WI.4xWl.4 MESH OR FIBERI MESH OVER 6 MIL. VAPOR ■ I I BARRIER ON CLEAN, WELL I - COMPACTED, TERMITE TREATED, I I I L�., — J I I I I I— 7p I I I w -1 � I I "' I w u TYP. AT ONE-STORY a GRANULAR FILL.a, / i I I /\ II I I I i (SEE JJ/53 FOR STEM WALL OPT.) I ; I - 23'-8" 0 I ---------------------G---------------------- - G.J.`" - - - - - - - - - - - - - - ---------------I------------ I- C.J. I - - - - - - -- t- - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - GJ. - ■ I I I I I I I I 30"x 30N20" D. GONG. III I I I / FTG. W/ (3)05 BARS E.W. UL_Li I ■ I M L_-2J III I zo I I I v Ln- I GJ.------------------! CJ. ---- --------- ---- -�J= -- TYP. AT ONE STORY b I (SEE JJ/53 FOR STEM ■ i i i I i WALL OPT.) 36"x60" SHOWER PAN i I i 3 (VERIFY DRAIN LOCATION) I 14'-5" I 8'-1" Ii I 14'-3" 2'-3" I 2'-4" I i I I I I I I I Ir�- � �� � ��► r oP'T. -1 F 6-PT.— ,I I I �; u; I II I I -31 I DRYER I I WASHER �' GOND. T I I _`r r—LG — — — \ �I I _2x6L— 42 "x42" A/C PAD 4'-4" 4'-0" 4'-0" 1. 4'-9" miw 5'-0" A H.B. TYP, AT ONE-STORY (SEE AA/53 FOR STEM WALL OPT.) 5'-4" 5'-4" 5'-4" 5' 4" 5'-4" 4'-0" 4'-4" FNINDICATES 15THE FOUNDATION SYSTEM HAS BEEN pESIGNED USING A MINIMUM S 2 5 SOIL BEARING CAPACITY OF 2000-PSF (R401A.1 FBCR). FOUNDATION - A SCALE: 1/4" - 1'-0" DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMA& R.ORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVMEVMCOM TAMPA • DENVER -. --� EST. 1994 y ril $I ;:: VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 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 I O zc:) 0:+L-'O > (A M O z0 M LLnn CL (nIOL^n 4 a Qro V a00 w Wo J O tD d' z wo z ¢ a fa (L zoo o Z V �Z o� W - >CLU) 9 Oa l!JzN I-w� zs �z O 4 �� OJ O 4 0 J ��¢ w U cn z j U. zo2 4 LL W '� o � p �� zpZ8 � naoal- 00 N z N �~Z B J � N Lu W �Q"I cl ¢~Ozz $ w kG 00 N Z Z � p 9i�o m 00 Z Z Y 0 rn a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. 5PECIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 01 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP, UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 SYP. 2x4 W/ (3) 0.131" x 3.1/2" RS. NAILS AT EA. STUD (16" O.C. MAX,) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH1515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 SYP. (2) 24 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ 51MR50N 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 SYP. (2) 2x8 PT W/ (4) 5IMP50N 50525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORE) BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) - 02 5YP. (2) 2x12 PT W/ 5/6" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RN MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - n SYP. 2x8 PT W/ 5/8" DIA. x V A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: TH1515 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, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - "2 SYP. (U 2x8 W/ (4) 5IMP50N 5D5254I2 SCREWS AT EA. STUD (I6" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT6I6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 02 5YP. 2X4 PT W/ 114" DIA, X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORE) ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - "2 5YP. 2x4 PT W/ I/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (U SIMPSON LUS24 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (U 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA IRS. NAILS AT 3" O.C. LEDGER M (LM) - 02 5YP. 2X4 W/ (3) 5IMFI50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU624 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (U SIMPSON H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H SIMP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY UN.O, 0(01118 tiv, w w En LA EJ7 � EJ7 M ^ MQ 0- Q 5-03 O Lil D-.., EJ7 I— a Moe J ��z id F— O^/ v N J EJ7 Lr_ EJ7aW J Q ED =l m W Z =H EJ7 CL LOW lEJ7N CL LJJ 0 CJ5 �1 Q m EJ7 P " Xi 0 > X ~ CJ3 CJ1A CJ1 L; J Vl• L7 U N.Z.. V pNJ 0 0 EJ7V WPQA r E 3A =�3 vWi a E 3A 0 LL CJiB EJ7VF ,N. J EJ7 tiv EJ7VG `~ EJ7V `" � EJ7 U VLA VAULT EJ7V EJ7 Q W EJ7V Q 0- CL EJ7 Q LL- 0� EJ7V LL Q � EJ7o1— Ll_ ED CJ5 Z EJ7 p- L,J 0 EJ7 LL_ �--•� EJ7 V v EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJ3 CJ1 CJ5 CJ3 CJ1 D bd < w D D D b D DDD D n n n yv ~ � 00 CN •- -. - ~ -4 ~ - - fU N w w U) -- L L L ~ w w CD < < < < < < < < < < < < < _p� cil ON CA w UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9- 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - l0d x 1 1/2"' HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2" D H3 45S 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1400 14DO SO . 10d x 1 1/2" F HHETA20 2235 - 11 . 10d x 1 1/2" - - G H10A 1340 1015 18 - lDd x 1 1/2" RT16A 1380 1160 9 - l0d x 1 1/T' & 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" HTT5 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TOX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDXIO 7845 - 4 - 7/8" DIA BOLTS N WS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 6 . 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 - I6d 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 - IOd x 1 1/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS "X" HTS20 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 - IOd SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCPZ 645 S55 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 = U480 W1 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 SPAGINCs ON VERTICALS OF (B) TRUSSES 1-8-0 CLEAR GAP BETWEEN (B) TRU55E5 (+/- 6") (• •) FASTEN EACH (5) TRUSS WEB TO EACH (A) TRU55 TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (,") INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.125 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAIL5 OR FUN OfiI. 1 1. 1 ���FN UIN NAILS AT 48" OC l*l. W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 5YP NO, 2 OR NO.2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 54" ON A HORIZONTAL PROJECTION NOTE: 5EE SHEET D-1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP. AT INT, BEARING U.N.O. " ALL TRU55 TO MA50NRY STRAPS TO BE O U.N.O. " ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. - -(A)- - ROOF FRAMING PLAN - A BEws DESIGN GROUP 15o sr�-rE sri�-I' Fssr otnsMntt, R.ottron �,77 813. 925.1300 TFL $13 . 92S . 1800 FAX W W W.DAVLSBEWSCOM TAIVtPA • DEiVVER EST. 1994 ­0 110- 11171 ;_ VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW 1. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY CD O N Oaf-'^O �CD � ram �t LL L LPf C) Q U a. 00 W � ~ wJ o z o UJ z H w Q w Q uzoo zvzz �oz a 0 w awl o W � N zoo U z Z S r b �3 w F u Ln o� Z �z fan b 7 a �92 0. LL rr 00 LL 81 0 z 0 z V O w 1u a N QOa8 z V N QR W L N ;uls a�o O 1L{;w w w wwx 00 Q 4 a�� �o Z Z J Y m W Z Z 3 Qom O m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. DAVIS701 O(MIN,) O(MIN) l r J(ruNd D(MIN.) DE(MIN.) GENERAL INSTALLATION NOTES 1, PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C -296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD + SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE, 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE 8F8-1B/1T 8F8-OB/1T 8RF6-OB/iT I ti • • O 8F12-2/I3 �./ O • • • • 8RF14n-2/13 8RF14-OB/1T 81716-8/IT 8F16-IB/1T 8F20-0/I3 8F20-IB/iT 8F20-IB/2T O O O • • • • • • • • • • • • 1• • • • • • • • 8F44-IB/IT 8F40-OB/1T BRF40-OBAT 8F32-iB/1T 8F32-OB/1T 8RF30-IB/iT 8F28-OB/1T 81728-IBAT 8F24-OB/1T 81724-3/1T ® O O O O O O O O O TYPE DESIGNATION • #5 REBAR AT TOP 4 z MIN. (1) REQ'D F = FILLED WITH GROUT U = UNFILLED 1-1/2" CLEAR R = RECESSED a z QUANTITY OF #5 REBAR AT w C.M.U. BOTTOM OF LINTEL CAVITY 8 F-1 6— 1 B/ 1 T 00 z � z d^ GROUT QUANTITY OF #5 #5 REBAR AT BOTTOM REBAR AT TOP • • OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL WIDTH BOTTOM 7-5/8"ACTUA PROVIDED EN FLINTELG (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 ``�� P�.�Rp►N IK q �F��i� v�GENS -F•••O��i y' N 66623. •�y��. %SS�ON I111A 0 �\ LINTEL PLAN - A SCALE: 1/4" : 14" BEWS DESIGN GROUP 150 STATE STREET EAST O1..DfiAMFt, FiOR]DA 346T7 813.925.1300 TEi.. 813.925.1800 FAX WWW.DAV4SBEWS.CAM TAMI'A • DEIVVER. -��---� 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 ,ANDREWJ. 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 0 O M O � M Ln 'C7 Q a , v a 0o0 Z z < § E w wo J O �O d' J Oz Lo z �z00 z w Q z DO w a�Lo w 0 o�© z� z w z Z L LA O z �J z � �o¢ w oaf 0000 W oa°° p Lu z � 1\ (D le Q Q 0 Z (V ° c H Luaus J N � J � N a~oa N gN Lli di lii W W X rn Q Q af� Do � Z Z 00 Z Z a L. 8 o - g 8 r-, m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. iso SHEET NO. DAVIS801 OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE REFER TO FLOOR PLAN FOR NOTED AMPS, REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 150 = »I COPPER OR 2/0 ALUMINUM 200 = 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT. "12 COPPER TO APPLIANCES AND GFI 14 COPPER TO LIGHTS AND OUTLETS MO COPPER TO WATER HEATER 18 COPPER TO RANGE 06 COPPER TO HVAC TOP RAILING NOTE: SUBFLOOR ADHESIVE IS USED IN ADDITION BALUSTERS TO NAILS ON WOOD COMPONENTS, MAX SPACING 4" 1 X 8 PAINTED IUD. CAP STRINGER IS LAMINATED TO A THICKNESS EQUIVALENT TO OGEE STOP THE SIZE OF A 2 X 12 S.Y.P. AND IS NAILED TO EACH TREAD W/ 16d NAILS FROM THIRD LAMINATE TO TREAD- OPT, 2 X 2 BLOCKING NAILED TO TREAD AND RISER, 04 GROUNDING WIRE WITH CODE I APPROVED CLAMP PER 250.50 17 3-2 X 12 STRINGER 2 X BLOCKING NAILED TO STRINGER, AND 250.52 OF THE 2014 NEC. ]][�� � o M 3/4" RISERS RISER, AND TREAD. 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 5TAIR NOTE5 RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. RESIDENTIAL 6th EDITION (2011) - R302.1 AND R302.11 5TAIRWALL FRAME NOTE ALL STAIRWELL SURROUNDING WALLS AND KNEE WALLS ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HA ITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. DWELLING / GARAGE OPENING5: I. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/5" THICK, OR 20 MINUTE FIRE RATED DOORS, 2, ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 2 X TREADS± RIP FROM 2x12 TO SIZE NOTED ON PLAN TYP. OPT. RAILING ELEVATION SCALE: 1/2" = 1411 NEWEL P05T TOP RAILING BALUSTER 4" O.C. SHOE RAIL (REMOVE W/ METAL SPINDLES) I X 8 PAINTED WD. CAP OGEE STOP r QUK LINt _ OPTIONAL ,, RAILING DETAIL SCALE. I - I 0 I X SPRUCE "3 OR 3/4" CDX. PLYWD, RISER. 2 X SOUTHERN YELLOW PINE $1 (ACTUAL THICKNESS IS 1 1/2") TREAD, CLOSED RISER DETAIL SCALE: 1/2" = 1'-0" CARP[ CARP[ TREAC RISER 2X4WALL 1/2" GYP BD. 3/4" SKIRT BD. 2 X 4 SPACER 2X12 STRINGER TYPICAL STAIR FRAMING DETAIL B SCALE: 3/4" : I4" GENERAL CONSTRUCTION NOTES CHAPTERS AND SECTIONS REFER TO F.B.C. RESIDENTIAL 6th EDITION (2011) MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE 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 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 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. "26 GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (1(o mm) ABOVE THE FINISHED GRADE AND SHALL ALSO 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 AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113, EXHAU5T FAN5 AND VENTING 1.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 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 BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE 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 RAID) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ilo RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED 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 BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE 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 SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMIGA STANDARD 550 IN FBC. ROUGH- IN INSPECTION REQUE5T NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. RESIDENTIAL 6th EDITION (2011) - SECTION R312.2. WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. RESIDENTIAL bth EDITION (2011) - SECTION R312.2. IN5ULATION NOTE5 • CMU WALLS:----- R-FOIL 4.1 • KNEE WALLS THAT BACK UP TO CEILING • FRAME WALLS:-------- R-13 AREA ONLY:----------- R-19 • CEILING:------------- R-30 ON51TE FOUNDATION 5URVEY NOTE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE 51TE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CELING AT ENTRY NOTE ALL ENTRY CLGS. TO BE 15/32 05B. CEMENTITOUS FINISH (UN.0) G45 APPLIANCE PROTECTION IN GARAGE NOTE PROTECTION OF GAS APPLIANCES IN RESIDENTIAL GARAGES: MINIMUM 3" DIAMETER SCH 40 STEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT. ABOVE FINISHED FLOOR. GENERAL NOTE5 • DUE TO VARIATIONS IN CITY REQUIREMENTS, SUBDIVISION SPECIFICATIONS, CONSTRUCTION TECHNIQUES, DIVERSITY IN MATERIALS, AND PLAN REVISIONS, ALL DIMENSIONS AND ELEVATIONS MAY VARY PER INDIVIDUAL PLAN, ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. • ELECTRICAL LOCATIONS SHOWN ON DRAWINGS MAY BE CHANGED AT THE SOLE DISCRETION OF CALATLANTIC HOMES OR ITS 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 SWITCHES SHOWN. • ALL PLUMBING DIMENSIONS ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR SLAB EDGE. IT IS THE RESPONSIBILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF ALL PLUMBING DIMENSIONS. NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" CHIMNEY HEIGHT REQUIREMENT5: WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1286, GI325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, DAVIS BEWS DESIGN GROUP �.so sr�`rE STREET Fi�.sr of os�n�, r�.oRro� a��n 813 . 925 . L300 TFL 813. was . isoo FAX W W W.D.'�VISBEWS.COM TAMPA • DELAYER. -�=� FST.1994 �ti-�-- 0 Z N O °r o � M O j M Ln gQoLn Q a� M z < E U o- 00 Z��`. w wo J o �o �o w� z0. Q� '^ OQQ,o �zz I-1 o W z J OLu celLL0 W o� 0 zo av r zZ z Z O Q H Z oQ .~� UJ z Q�W z z U z zo J 0 Lu z I z 0 z a L 0 co z ° g w �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. iso SHEET NO. DT1 (-) 3 1/2" l-) 3 112" 5LO10E 1/4" PER I'-0" TO DRAIN SHOWER RECESS SLOPE DETAIL SCALE: N.T.5. FIN15N FLOOR OVER 5HEATHING OVER WOOD FLOOR 5Y5TEM PER PLAN WALL PER PLAN P.T. 21'x4" CURB TILE PER SPEC 5LOPE MUD TOWARD DRAIN C L OOF R DRAIN WATER PROOFING MEMBRANE SHOWER CURB DETAIL @ WOOD FRAMED FL SYS. SCALE: 3/4" -- 1'-0" LIGHT FIXTURE PER 5PEC'5 - - - lg„ SHOWER HEAD PER SPEC TEMPERED GLA55 W/ MIRROR ADHERED TO WALL W/ MA5TIG INSTALLED A5 PER MAN'F OPTIONAL L15TELLO TO BE HARDWARE PER 5PEC 5 >� ��, -AND TO MEET A5TM 5TANDARD5 - CENTERED ON NICHE ONLY 3 112" DEEP NICHE DETAIL VALVE PER 5PEC "- EE WALL PER PLAN 4" BACK 5PA5H PER SPEG'S AT REAR OF NICHE BUT FOR OWNER BATHS NOT ON 51DE RETURN5 SHOWER FLOOR N CURB PER PLAN -� BATHROOM VANITY PER 5PEC "� > FLOORING PER PLAN PER SPEC'S cr1 FLOORING PER PLAN �r IF SHOWER VALVE 151N a TYP. VALVE AND TYP. SHOWER TYP. MIRROR AND BLOCK WALL, THE NICHE WILL BE IN OPP051TE WALL SHWR. HEAD DETAIL ENCLOSURE DETAIL LIGHTING @ VANITY SCALE: 1/2" - I'-0" SCALE: 112" - 14" SCALE: 1/2" = 1'-0" D I WIN .7I ULJ7 H 1 FILL I ucw�-' wr-' WALL5 - TYP. ALL TUB/5NWR5. NICHE AT BATH SCALE: N.T.S. FIN15H FLOOR OVER REINF GONG 5LAB PER PLAN - WALL PER PLAN P.T. 2 "x4" CURB TILE PER 5PEC 5LOPE MUD TOWARD DRAIN m I I I' E `-FLOOR DRAIN ul WATER PROOFING MEMBRANE RECESSED SHOWER DETAIL @ CONC SLAB SCALE: 3/4" = I'-0" ,-5EE DETAIL WPI3 ON 5NEET DT8 FOR ALL FLOOR CURB5 NICHE AT SHOWER FIN15H FLOOR OVER REINF GONG 5LAB PER PLAN - WALL PER PLAN TILE PER 5PEC 5LOPE MUD 6" TOWARD DRAIN 'I M LU FLOOR DRAIN N WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL @ CONC SLAB SCALE: 3/4" - 1'-0" SCALE: N.T.5, CFULL/2 =8" RADIUS 12"RADIUS U U U e e e Q Q a 3140" AND 3'-1" TO 1'-0" 1'-1" AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PL UPPER FLOOR NOTE: WHEN AN 6" AND 12" RADIU5 HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2411) THEY NEED TO ALL NAVE THE LARGER RADIU5. rD. w 1/2 Luw 8" RADIUS F'i 12" RADIUS w Lu ARCH z � z :5 : U V U U U U �e 3'-6" AND 3'-1" TO 1'-0" 1'-1" AND LARGER 5MALLER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLA MAIN FLOOR TYPICAL INTERIOR ARCHES SCALE: 1/4" - 1'-0" 1 1/2" THICK Lu a a E3 3/4" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15N BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE GALL -OUT RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TYPICAL DETAIL 5EE 5NEET DT6 FOR 5TUCCO NOTE5, TOWEL BAR T.P. HOLDER HI FIN15N FF. LINE TYP. BATHROOM ACC. DETAIL APPLY ACRO55 IN51DE FACE OF BLOCK OPENING 5CALE: 1/2" = I'-0" 1 6" MIN. WIDE AGRO55 FRONT FACE 1'-0" MIN . ABOVE 51LL I'-0" MIN. BELOW SILL 5CALE: 3" -- 1'-0" E LASTO M E RIC PAINTED SILL DETAIL MASONRY APPLICATION ONLY 5CALE: NT5 ROOFING MATERIAL FIBERGLA55 5NINGLE: - 5YNTHETIC ROOF UNDERLAYMENT IN5TALLED PER MANUFACTURE 5PEC5 - 1/16" APA RATED 5HEATING NOTE: FRAME IN A5PHALT 5HINGLE5 (IF APPLICABLE) : UNDER 51DE OF OPNG, I. WIND RE515TANCE OF A5PNALT 5HINGLE5. - A5PNALT 5HINGLE5 5HALL BE IN5TALLED IN ACCORDANCE WITH F.B.C. W/ 2x ON IT 51DE RE5IDENTIAL 6th EDITION (2011) - 5ECTION R9052.6 AND R9052.6.1. 2. A5PHALT 5HINGLE5 5HALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR RIDGE GREATER e - FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) UP TO FOUR UNIT5 VERTICAL IN 12 eR.O. UNIT5 HORIZONTAL (4:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II OR _ 31-10„ A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6157115 REQUIRED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R905.1.1. TILE 4' OFF RIDGE VENT - FOR ROOF 5LOPE5 OF FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12) OR GREATER, ONE LAYER OF HOLE 51ZE: I2"x46" UNDERLAYMENT COMPLYING WITH 45TM D 226, TYPE 11 OR A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RE5IDENTIAL 6th EDITION (2011) - 5ECTION R90511. 3. FA5TENER5 FOR A5PHALT 5HINGLE5 5HALL BE GALVANIZED 5TEEL, 5TAINLE55 5TEEL, ALUMINUM OR COPPER ROOFING RIDGE e NAIL5, MINIMUM 12 GAUGE. 12 5EE PRE ENGINEERED WOOD TRU55 R0. (TYP) ELEV. IN5ULATION PER COMMUNITY 5PEC5 AND ENERGY CALC5 5NINGLE 110-2 OFF RIDGE VENT HURRICANE ANCHOR AT EACH TRU55 HOLE 51ZE: 10"x2i" 5EE TRU55 LAYOUT ROOFING MATERIAL (5EE NOTE5 ABOVE) f.� ROOF VENT,' ELEVATION VARIESOIL DETAIL � � TOP OF MASONRY METAL DRIP EDGE 5CALE: NT5 I - 2x F45GIA BOARD WRAPPED IN ALUM. 5EE ELEVATION FOR CLARIFICATION y VINYL 50PIT VARIE5 5EE ROOF PLAN SOFFIT AND FASCIA DETAIL N.T.S. Y DAMS BEWS DESIGN GROVP lso STATE srl�er E.�sr aosn�v►1z, l�.olcron �'n 813.925.130o TEL 813.925.1800 FAX W W W.DAVISHEWS.CAM TAMPA • DENVER -�-� EST.1994 0 Z� 0 w `> n M O 0 o��Ln �vsL z�. u- § E � U 00 w wo J O �o J oz WEWE p ��a as Lu �w oQ,0 vJ) � ' z z 1—I w f J LO Lu Ow 0 $moo" W o� Q Zo U Z z z i 0 D o Z Ow LL 0 z Q"w z `-' z U Z z O OU W z z ulCID 0 �k z g W m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT2 GENERAL BRICK/5TONE NOTE5 (WHERE APPLICABLE) BRIMSTONE SHALL BE SELF SUPPORTING, MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY, AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA, X V SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.LA. AND F.B.G. CRITERIA, OR BY OTHERS, AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA, X 4" LAG SCREWS 9 12" O.C, W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. AND F.B.G. CRITERIA, OR BY OTHERS. BRIMSTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/AGI 530/A6CE 5 AS APPLICABLE. VORTEX ENGINEERING, LLG. IS NOT RESPONSIBLE FOR BRIMSTONE INSTALLATION INFORMATION, AS BRIMSTONE DESIGN IS BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRIMSTONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE. BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHING$, WEEPS, CONTROL JOINTS, AND ALL OTHER BRIMSTONE CRITERIA IS BY OTHERS. THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY AND NATURAL STONE. SIMULATED PRODUCTS AND VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. CHEMICAL TERMITE TREATMENT NOTE5 I. " A PEMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" FROM BUILDING SIDEWALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLS. 4. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TER MITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION, UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE 155UED BY A LICENSED PEST CONTROL OPERATOR 5. BOXED AREAS IN CONCRETE FLOOR$ FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. 6. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED 1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 9, A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE $HALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 10. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 154" OF ANY BUILDING OR PROPOSED BUILDING M/1 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 } N/A 12080 POCKET (UPGRADED) 194 X 99 - finish 144 X 99 N/A RO HEIGHT IN BLOCK TO BE FROM RECESS WINDOW SCHEDULE Size "R.O. CMU (Flange)" "R.O. (Fin)" Type 13 20 1/8 X 38 3/8 18 5/8 X 37 7/8 S.H. 15 20 1/8 X 63 18 5/8 X 62 1/2 S.H. 22 38 X 26 N/A S.H. 23 38 X 38 3/8 36 1/2 X 37 7/8 S.H. 24 38 X 513/8 36 1/2 X 50 1/8 S.H. 25 38 X 63 36 1/2 X 62 1/2 S.H. 26 38 X 72 36 1/2 X 71 1/2 S.H. 34 54 1/8 X 63 52 5/8 X 50 1/8 S.H. 35 RH 54 X 70 N/A S.H. 35 54 1/8 X 63 52 5/8 X 62 1/2 S.H. 36 54 1/8 X 72 52 5/8 X 71 1/2 S.H. 1414 17X16 16X16 P.W. 1420 17 X 24 16 X 24 P.W. 1626 N/A 18 X 30 P.W. 1630 N/A 18 X 36 S.H. 1650 N/A 18 X 60 S.H. 2014 25 x 16 24 X 16 P.W. 2020 25 x 24 24 X 24 P.W. 2026 25 1/5 x 30 1/2 24 X 30 P.W. 2030 N/A 24 X 36 S.H. 2030 25 X 36 24 X 36 P.W. 2040 N/A 24 X 48 S.H. 2044 N/A 24 X 52 P.W. 2050 N/A 24 X 60 S.H. 2424 29 X 28 28 X 28 P.W. 2436 N/A 28 X 42 S.H. 2440 N/A 28 X 48 S.H. 2640 N/A 30 X 48 S.H. 2650 N/A 30 X 60 S.H. 3014 37 1/2 X 16 1/2 36 X 16 P.W. 3020 37 3/4 X 24 1/2 36 1/4 X 24 P.W. 3030 N/A 36 X 36 S.H. 3030 37 X 36 36 X 36 P.W. 3040 N/A 36 X 48 S.H. 3046 N/A 36 X 52 5/8 S.H. 3050 N/A 36 X 60 S.H. 3650 N/A 42 X 60 S.H. 4010 49 X 12 48 X 12 P.W. 4014 49 X 16 48 X 16 P.W. 4020 N/A 48 X 24 P.W. 4030 N/A 48 X 36 S.H. 4040 N/A 48 X 48 S.H. 4050 N/A 48 X 60 S.H. 4060 49 X 72 48 X 72 S.H. 4650 55 X 60 54 X 60 S.H. 5040 N/A 60 X 48 H.R. 6050 73 1/2 X 60 3/4 72 X 60 1/4 P.W. 6060 73 1/2 X 72 1/2 72 X 72 P.W. 2 (26) 75 X 72 1/8 N/A S.H. 25 W/ Circle Top 38 X 85 36 1/2 X 84 1/2 S.H. 26 w/ Circle Top 38 X 94 36 1/2 X 93 1/2 S.H. 35 w/ Circle Top 54 1/8 X 93 52 5/8 X 92 1/2 S.H. 4650 P.W. 55 X 60 54 X 60 P.W. H24 27 1/2 X 50 5/8 N/A S.H. H32 27 1/2 X 26 N/A S.H. H33 27 1/2 X 38 3/8 26 X 37 7/8 S.H. H34 27 1/2 X 50 5/8 26 X 50 1/8 S.H. H34 w/ Circle Top 27 1/2 X 67 3/8 25 3/4 X 63 S.H. H35 27 1/2 X 63 26 X 62 1/2 S.H. H36 27 1/2 X 72 26 X 71 1/2 S.H. nni tra r .. 1 CONTROL JOINT DETAIL SCALE: N.T.S. 2x4 FRAI` WALL 1/2" DRY PLAN VIEW PAPER BACKED METAL LATH 3 COAT STUCCO FINISH (CEMENT PLASTER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATIONS SHALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 1 STUCCO CONTROL JOINT DETAIL OVER FRAM SCALE: N.T.S. SEAT IN CONCRETE SLAB CONCRETE SLAB STUCCO TRADITIONAL TWO COAT SYSTEM (CEMENT PLASTER) MASONRY WALL STRIKE AND CUT TO A LINE MIN. I" OR 2" MAX. BELOW SLAB SEAT 6 STUCCO TERMINATION ON C.M.U. AT FOUNDATION SCALE N.T.S. STUCCO FRAME CONSTRUCTION 7 LATH IS REQUIRED TO BE DISCONTINUOUS BEHIND THIS JOINT FRAME CONSTRUCTION MASONRY CONSTRUCTION CEMENT PLASTER (STUCCO) SHEATHING BOARD SELF - FURRING LATH WATER RESISTANT BARRIER (2 LAYERS) LAP OVER WEEP SCREED AND BELOW END OF SHEATHING BOARD (6" SELF ADHESIVE MEMBRANE TAPE TERMINATE THE SELF -FURRING LATH 115" -1/4" ABOVE THE GROUND OF THE M.W15. WEEP SCREED CONTROL JOINT STUCCO FINISH ASTM 1063 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. SQ. (13A M 50.) IN AREA AND NOT MORE THAN AREAS OF 100 FT. SQ. (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES, 1,IIA2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. (5.51`1) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 1/TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.43 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 2 1 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.S. WATER RESISTANT BARRIER (CONTINUOUS BEHIND CONTROL JOINT) SELF -FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE STRENGTH ZIP TIE 1/8" NOMINAL CEMENT PLASTER OVER FRAME CONSTRUCTION (STUCCO) -SHEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME SCALE: N.T.S. ' C SCALE: SHEATHING TWO LAYERS WRB 6" STRIP OF SAF DISCONTINUOUS LATH BEHIND C.J. PER ASTM CI063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE STRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DETAIL SCALE: N.T.S. WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE BARRIER A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: I. TWO LAYERS OF AN APPROVED WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'$ INSTALLATION INSTRUCTIONS. SHEATHING BOARD - NOTE: 1/8" (=i SAP BETWEEN SHEETS OF PLYWOOD AND 055 AT VERTICAL AND HORIZONTAL JOINT$. WATER RE515TANT BARRIER - 2 LAYERS (SEE NOTES ABOVE FOR LAYERING OPTIONS) SELF -FURRING LATH LATH NAILED / STAPLED TO FRAMING MEMBERS MAX. SPACING 6" O.C. CEMENT PLASTER BASE COAT (SCRATCH d BROWN) (srucco) FINISH COAT TEXTURE COAT DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLD6MAR, AARIDA 346T7 S13 . gas . lsoo TEL 813.925.1800 FAX www.pAVISBEW&COM TAMI'A • DENVER FST. 1994 F—_ =�-- O Z � 0 O o �On MU) O Ln �.rq LL Z U 00 w W C) J O 0 �t- J 0Z w� Za W Q a Q Ez80 z � �0-W Q Ltbo� 'LL SmLL �o W ZZ 0 Zo U �z z Z 03 Oz J LIJ u- a V uj z QNW Z Z („) z z o OV LiJ Z V z Lu 0 m Z w = rn O g w t~D m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT3 COLUMN CON5TRUC STUCCO (CEMENT PLASTER) LATH- 2 LAYERS WRB---- It WEEP SCREED �F, CONCRETE STOOP 1 COLUMN AT CONCRETE SLAB SCALE: N.I.S. = l:2 FLASHING NAILING FII NO 5EALA NOTE: MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A I/4" GAP BETWEEN THE EXTERIOR FINISH AND THE FLANGE, BUT DON'T CAULK THIS GAP. WATER DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT. 6 FIN WINDOW HEAD DETAIL SCALE: N.T.S. CORNER BEAD FASTENED WITH NAILS, SCREWS, OR STAPLES AT t II^/- \/rMTIP AI Iv STUCCO OUTSIDE CORNER WIRE LA CEMENT PLASTER (STUCCO) INSIDE CORNER 2 STUCCO DETAIL AT CORNERS SCALE: N.T.S. BEAD OF 51LICON CAULK UNDER WINDOW FLANGE SEALANT BITUMINOUS MEMBRANE OR FELT STUCCO BAND EXTERIOR FINISH SILL DETAIL 7 FIN WINDOWS EXT. CASINGS SCALE: M.S. HEADER DETAIL BACK CAULK SILL DAM AND 12" UP WALL EACH SIDE STOP FLASHING HERE INTERIOR PEEL -AND -STICK MEMBRANE 2LAYERS W.R.B. SHEATHING NOTES: APPLY A NARROW DAM STRIP TO THE ROUGH SILL BEFORE FLASHING WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE 3 SILL FLASHING DETAILS 1 SCALE: N.T.5. EXTERIOR FIN15H STUCCO BAND BITUMINOUS MEMBRANE OR FELT STEP 1 INSTALL THE VENT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. TRIM THE HOUSE WRAP A CL05E AS P0551BLE AROUND THE PERIMETER OF THE VENT. SELF ADHESIVE MEMBRANE FLASHING AT DOORS BACK CAULK SILL AND 12" UP WALL EACH SIDE WOOD FRAME 4 FLASHING DOOR THRESHOLD SCALE: N.T.S. STEP 2 FLASH THE VENT U51NG THE SAME METHOD AS WINDOWS. STARTING AT THE BOTTOM FLANGE: CUT THE FLASHING SO THAT IT EXTENDS PAST THE FLANGES BY I" ON BOTH SIDES. NOW APPLY THE FLASHING TO THE SIDES OF THE VENT, REMEMBER TO EXTEND THE FLASHING I" ON BOTH TOP AND BOTTOM. MAKE SURE TO SMOOTH OUT WRINKLES AND AIR BUBBLES. THE USE OF A J-ROLLER IS OPTIONAL. PREFAB METAL DOOR THRESHOLD � I DOOR TOR FORMED "SEAT" IN CONCRETE SLAB ACTS AS PAN FLASHING • SLAB ON GRADE e USE ° °� PLASTIC SHIMS CONCRETE SLAB DOOR 5 FLASHING DOOR THRESHOLD SCALE: N.T.S. NOTE: THI5 TYPE OF INSTALLATION 15 SUITABLE FOR SEVERAL DIFFERENT PENETRATIONS. ALWAYS USE THE SHINGLING METHOD AND ENSURE A TIGHT SEAL AROUND THE FLANGE/PENETRATION. 8 FRAME WALL FLASHING PENETRATIONS SCALE: N.T.S. STEP 3 THE FINAL STEP IS TO INSTALL THE FLASHING ACRO55 THE TOP. EXTEND THE FLASHING OUT AT LEAST I" ON BOTH SIDES. DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDfiMAR, FLORmA 346T7 813. 925. L300 TEL 813.9'1.5.1800 FAX W W WDAVLSBEWS.CAM TAMPA • DIIWER.. - —�� EST. L I e O Z � 0 0) M:u CD � M O M (% M II 2L�0Ln co Q fl. Q U Q00 Z w Wo J CD �o W� za �a Wawa ,^ Uzce0 �JJ �CK J ZQ F--� w Z a �aLH 0� 8 W cz LL N W off© 0 8 z z r O Q Q D Z W LLL 0 �Lu Q Z Q N W Z Lu z U z zo OU � p 0 Z z Q W 0 rn W �m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT4 FLASHING REQUIREMENTS R609.1 General. This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance with the fenestration manufacturer's written instructions. Window and door openings shall be flashed in accordance with Section R703.4. Written installation instructions shall be provided by the fenestration manufacturer for each window or door. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive barrier is not required for detached accessory buildings. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER - SHEATHING OVER WD STUD WALL STEP 1 INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHIP OVER NAILING FLA AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD .k i i 7" TEMPORARILY FOLD -UP & SE( HOUSEWRAP (i TUCK FLAP UN AT HEAD FOLD HOUSE IN AT JAMBS SLOPE SILL R 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2. 1.2.In accordance with the flashing design or method of a registered design professional. 3. 1.3.In accordance with other approved methods. 4. 1A.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( N/ INT. EDGE 0 ;ILL R.O. AECHANICALLY -ASTEN FANNED :DGES. (CAP NA ;TAPLES) PER M NSTRUCTIONS NSTALL 6" WID ;ELF -ADHERING =LASHING AT SI D(TEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW & THEN DIAGONAL CUT 4. CONTINUOUS ) BACK OF WIND iE IN LINE W/ TOLES OR SLOT INSTALL WINE PLUMB, LEVEL SQUARE PER � WRITTEN INS7 NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM E 2112 METHOD A-1 EXCEPT SELF -ADHERING FLASHINGS ARE USED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURER'S WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 6" UP BOTH JAMBS TO FORM A BACK DAM, SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) SELF -ADHERING FLEXIBLE FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS DAMS BEWS DESIGN GROUP 150 STATE STREET' EAST otosnaATs., ttoxroA 3��n 813 . 925.1300 TEL 813.9?.5.1800 FAX W W W.DAVISBEWS.CAM TAMT'A • DETVVER --�� I;ST.1994 ���-� O Z N O � ^O r>�MO ML � N O Ln a ate.. H .M a �0 Z W Wo J C:) �Z W � ZZa g �/� wQ�� V / oo�j0 J < h-i z ' Z Z o�w r o- L) UJ o� 04 LLI ZZ Q Zo Z O Ln 3 O Q 0 LLJ Z F ~ �� a O Q oQ z LJJ U z o0 W Z C� O z a LULU z O a w kD m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. 100 SHEET NO. DT5n 1 DOOR HEADER (RE: STRUCTURAL (RE: STRUCTURAL SHEATHING ATTA STUDS INSTALL 4" WIDE — SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING — MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING STEP 6 TYPICAL EXTERIOR DOOR TAPIN APPROVED HOUSEWRAP OVER — SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP AT 450 ANGLE STEP 2 FOLD HOUS AND AROU� AND HEAD MECHANICA FASTEN FAQ EDGES. (CAI STAPLES) PI INSTRUCTI( INSTALL 6" SELF-ADHEF FLASHING A EXTEND FILE DOWN THE INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASH] OVER DRIP CAP NAILING FLANGE STEP 3 \� STEP 7 STEP 8 FLASHING INSTALLATION DETAILS - OUTSWING &FIXED FRENCH DOORS FOLD HOUSEWRAP IN AND AROUND JAMBS INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT JAMBS, - FRONT EDGE AND INTERIOR EDGE OF THRESHOLD STEP 1 STEP 2 STEP 3 TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS -INSWING &FIXED FRENCH DOORS INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT — CORNERS AND FRONT EDGE OF THRESHOLD INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLA DOOR FRAME 1/4" STEP 4 SEE DOOR DETAILS FOR FINISHITRIM DETAILS STEP 9 INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING STEP 5 NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. e x STEP 5 NTS NTS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA& FWPMA U677 80. 925. L300 TEL 813. 925. 1800 FAX WWW.DAW93EWS.00M TAMPA • DENVE - - EST. 1994 0 Z CD O v� LCD > Ln M 0 � (A M Lr) .0 a N v Ln za, § E GC V o. 0000 Z w w0 J l�D d' �z o w� z ga u� z 0 V) L/ � U J �--i z�Z z J � J GG� '.DCf ~- O m Z W �N Q Z 18 O z z Z O O 0 Q O Z J LiJ I ^� v Lu # Q N Lu Q W U z zo p OU z z a Lu 0 o Z 0- 2 f-+ kDm W SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT5m2 SHEATHING WRAP AND FLASHING: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.13 WATER -RESISTIVE BARRIERS ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN TO SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP, ASPHALT -SATURATED FELT: COMMONLY AVAILABLE IN TWO WEIGHTS, ASPHALT FELT, OR "BLACK PAPER," 15 MADE FROM CORRUGATED PAPERS MIXED WITH SAWDUST AND AN ASPHALT RESIN. WHEN CPOOSING NO, 15 FELT, LOOK FOR MATERIAL RATED A5TM D4869 OR A5TM D226 STANDARD, WHICH ENSURES A WEIGHT OF AT LEAST 11.5 LBS. PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE PRIMARY DIFFERENCE IN 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 POLES ALSO ALLOW LIQUID WATER TO SEEP THROUGH, PARTICULARLY WHEN THE SIDING 15 PRE55ED TIGHT AGAINST IT. THE HOU5EWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY, 2.) NON -PERFORATED POU5EWRAP6 ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA55 BETWEEN THE FIBERS. THESE GENERALLY PERFORM MUCH BETTER THEN PERFORATED PRODUCTS AT RE515TING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK LEACHING: HOUSEWRAPS ARE SUSCEPTIBLE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD SIDING MATERIALS, PARTICULARLY CEDAR AND REDWOOD. THIS CAN BE PREVENTED IN TWO WAYS: IJ INSTALL SIDING ON BATTENS TO CREATE AN AIR GAP, WHICH REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND SIDING. 2.) BACK -PRIME ALL WOOD 51DING MATERIALS, THIS REDUCES LEACHING AND BLOCKS MOISTURE FROM MOVING THROUGH THE SIDING AND BLISTERING THE FINISH. INSTALLING SHEATHING WRAP THE PRIMARY PURPOSE OF HOUSE WRAP IS TO STOP WATER AIR -SEALING AND VAPOR CONTROL ARE SECONDARY, 1.) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF SIDING 15 USED. 2J THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK Of SMALL PIECES. REVIEW FLASHING DETAILS, AS SOME FLA5HING5 (SUCH AS THOSE AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH SHEATHING WRAP. 3.) LAP UNDER COURSES OF HOU5EWRAP OVER LOWER COURSES 4 INCH AND LAP VERTICAL SEAMS 12 INCHES. CODE REQUIRES A HORIZONTAL LAP OF b INCHES. 4J DO NOT X-CUT SHEATHING WRAP AT OPENINGS, INSTEAD, I -CUT THE KNIFE ALONG THE ROUGH THE SHEATHING WRAP RUNNING E E L D E E OPENING AT THE HEAD OF THE SILL, AND THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING. 5.) IF THE WALLS ARE LAPPED WHILE THEY ARE LYING ON THE DECK BEFORE STANDING THEM UP, BE SURE TO ADD A COURSE OF SHEATHING WRAP TO COVER THE RIM JOIST. REMEMBER, TH15 COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT. 6.) ALWAYS WRAP GABLE ENDS. TH15 PART OF A HOUSE SEES A LOT OF EXP05URE TO WIND -DRIVEN WATER 1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG INSIDE AND OUTSIDE HOUSE CORNERS, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 3(6-IN. WIDE ASPHALT FELT) ON EACH WALL. 8.) CONTROL 5PLA5HBACK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING SIDING AT LEAST 8 INCHES ABOVE GRADE. AT DECKS AND STOOPS WHERE 5PLA5HBACK MAY BE A PROBLEM, USE A WIDE PEEL -AND -STICK FLASHING MEMBRANE MAKE SURE THE MEMBRANE LAPS UNDER THE SHEATHING WRAP ABOVE IT. 9.) ALL FLASHING (FOR WINDOWS, DOORS, DECK LEDGERS, ELECTRICAL FIXTURES, VENT, PIPES, AND CANTILEVERED BEAMS) MUST LAP UNDER THE SHEATHING WRAP ABOVE IT, DO NOT RELY ON TAPE TO SEAL THE FLASHING, TAPING HOUSE WRAP: MANUFACTURES OF PLASTIC HOU5EWRAP RECOMMENDED TAPING ALL SEAMS TO BLOCK AIR LEAKAGE THROUGH WALLS. TAPE SHOULD BE TYPE RECOMMENDED BY "SINGLE SOURCE" SYSTEM, 50ME TAPE IS USEFUL FOR STOPPING WATER LEAKS BY REPAIRING RIPS (PARTICULARLY TEARS AROUND STAPLES) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE SIDING 15 IN PLACE, DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE 5TICKINE55 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOU5EWRAP AND FLA5HING5 UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5CREED5 AND CONTROL JOINTS CONTINUED: FINISH -COAT THICKNESS: ALL STUCCO SYSTEMS APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FINISH COAT 15 ONLY ABOUT 1/6 INCH THICK IT SUBSTRATES SHALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD SHOULD BE APPLIED AS EVENLY AS P0551BLE 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 SECTIONS (LESS THAN IS FEET). MIX PROPORTIONS: PREFERRED WAY 15 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 INTERSECTIONS: INCON515TENT MIXING WILL RESULT IN OBVIOUS COULD BE USED AS THE SECOND LAYER OUTSIDE CORNERS 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 SUBSTITUTE FOR WELL -DETAILED SHEATHING WRAP. TO KEEP MIX PROPORTIONS AND TIMES BETWEEN GOATS LAP LOWER COURSES OF SHEATHING WRAP UNDER UPPER INSIDE CORNERS SHOULD BE FLASHED WITH TWO LAYERS CONSISTENT, COUR5E5 50 WATER WILL DRAIN DOWN AND OUT, AND OF SHEATHING WRAP OR FLEXIBLE FLASHING, AND THEN FLASH ALL OPENINGS, FOLLOWING THE FLASHING CASING BEAD SHOULD BE APPLIED VERTICALLY TO MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE GUIDELINES PER THE bth EDITION (2011) FLORIDA CREATE AN EXPANSION JOINT. WHILE THE FLASHING ADDITION OF THE LAST INGREDIENTS. BUILDING CODE -RESIDENTIAL. SERVES AS THE M05T IMPORTANT WATER SEALING PROTECTION, THE JOINT BETWEEN THE TWO CA51NG BEADS CURING AND TIME BETWEEN STUCCO COATS: SHOULD HAVE BACKER ROD AND CAULKED WITH INSTALLATION: HIGH -QUALITY URETHANE SEALANT, AS A FIRST LINE OF PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE DEFENSE. BY MOIST 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 DIMENSION AT RIGHT ANGLES TO THE SUPPORTS, JOINT BETWEEN ANY DISSIMILAR MATERIALS - AROUND COATS WILL DEPEND ON CLIMATIC AND JOB CONDITIONS. UNLE55 OTHERWISE 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 MA5ONRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHYSICAL ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON CONNECTIONS. DAMAGE WHEN THE NEXT COAT IS APPLIED, CENTERS ALONG SUPPORTS. THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE TEXTURED FIN15H 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 FIN15H SYSTEMS APPLIED IN ACCORDANCE REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS. FOUNDATION. GROUND OF WEEP SCREED SHOULD BE MIN. I" WITH A5TM C 926 AND C 1063, COLD OR WET WEATHER LENGTHENS AND HOT OR DRY OR MAX. 2" BELOW F.F.E. WEATHER SHORTENS THE TIME PERIOD. MODERATE LATH ATTACHMENT: EXTERIOR PLASTER: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN THESE SPECIFICATIONS 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 RESISTANCE TO RAIN PENETRATION 15 IMPROVED WHERE THE ABSORPTION OF THE BASE BY PRE -WETTING DURING I. 51DE LAPS OF METAL PLASTER BASES SHALL BE WIRE TIED. PLASTER HAS BEEN ADEQUATELY DEN51FIED DURING HOT OR DRY WEATHER THEY SHALL BE ATTACHED BETWEEN SUPPORTS 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 SOON MIN, AT THE SIDES. LAP METAL LATH I INCH (25 mm) AT ENDS. THE CREATION OF A GROOVE OR CUT IN PLASTER SHALL AS THE FIRST COAT 15 SUFFICIENTLY RIGID TO RESIST WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE NOT BE CONSIDERED A CONTROL OR EXPANSION JOINT. CRACKING, THE PRESSURES OF THE SECOND COAT ENDS OF THE SHEETS OF ALL METAL PLASTER BASES 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 15 APPLIED 4.BACKING SHALL BE LAPPED NOT LE55 THAN 2 INCHES (50 mm), OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR 50ME M015TURE MUST BE RETAINED IN OR ADDED BACK ON WALLS, THE BACKING SHALL BE LAPPED SO 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 BASE (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 5URF4CE 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. SPACING OF ATTACHMENTS FOR METAL PLASTER 5A5E5 - SAND AND POTABLE WATER TO HELP REDUCE THE CRACKING THAT ISCOMMON CONSIDER THE PHYSICAL CHARACTERI5TIC5 OF THE ATTACHMENTS FOR SECURING METAL PLASTER BASES TO WITH STUCCO, THE BASE MIX CAN BE MODIFIED STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED FRAMING MEMBERS SHALL BE SPACED NOT MORE TPAN 6 WITH LIQUID POLYMER ADDITIVES, WHICH INCREASE CONDITIONS WHEN SELECTING THE METHOD OF CURING. INCHES O.C. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITH CHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE AND FLAT RIB LATHS AND AT EACH RIB FOR % INCH (9.5 mm) FIBERGLASS FOR REINFORCEMENT, FOLLOWING: RIB LATH. (U M015T CURING 15 ACCOMPLISHED BY APPLYING A FINE 6.LATH SHALL BE APPLIED WITH THE LONG DIMENSION AT RIGHT SCRATCH GOAT: FOG SPRAY OF WATER AS FREQUENTLY AS REQUIRED, ANGLES TO THE SUPPORTS, UNLE55 OTHERWISE SPECIFIED. GENERALLY TWICE DAILY IN THE MORNING THE SCRATCH COAT 15 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 STRUCTURES OVER WRB AND EROSION DAMAGE TO PORTLAND CEMENT -BASED GALVANIZED METAL LATH. A METAL 5CARIFING TOOL 15 PLASTER SURFACES. USED TO CREATE "SCRATCH" LINES IN THE STILL WET WEEP 5GREED5 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 M015TURE OVER OPENINGS SERVES TWO IMPORTANT PURPOSES - IT SHOULD BE 114 INCH DEEP. BETWEEN THE MEMBRANE AND PLASTER. CARE MUST BE PROVIDES A SCREED 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 THICKNE55: 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 5GREED AT FRAME WALLS: INCH TO 1/2 INCH THICK - THICK ENOUGH TO JUST COVER (3) CANVAS, CLOTH, OR SHEET MATERIAL BARRIERS CAN THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: THE WIRE, BE ERECTED TO DEFLECT SUNLIGHT AND WIND, BOTH OF SECTION R103.12.1 WEEP 5CREED5 WHICH WILL REDUCE THE RATE OF EVAPORATION, IF THE BROWN COAT: HUMIDITY 15 VERY LOW, TH15 OPTION ALONE MAY NOT ACCE55ORY USED TO TERMINATE PORTLAND CEMENT BASED PROVIDE ADEQUATE PROTECTION. STUCCO AT THE BOTTOM OF EXTERIOR WALLS. THIS ACCE55ORY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE SHALL HAVE A SLOPED GROUND OR SCREED FLANGE TO OTHER CEMENT STUCCO), 15 A SMOOTH COAT, USUALLY PAINTING STUCCO: FACILITATE THE REMOVAL OF M015TURE FROM THE WALL CAVITY "RODDED" WITH STRAIGHT EDGES AND WOODEN FLOATS. AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 112 IT 15 APPLIED AS SOON AS THE SCRATCH GOAT 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 REQUIREMENTS OF A5TM G 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 5tIRFACE5 SHOULD BE POWER-WA5HED AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING. CONTROL JOINTS ALLOW FOR THE THERMAL EXPANSION THE BROWN COAT 15 COMP05ED OF SLIGHTLY MORE DO NOT USE A WATER BLASTER, AS THE PRE55URE CAN 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 MORE 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 3/5 INCH THICK. ACRYLIC -BASED PAINTS WITH ADEQUATE VAPOR OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO SURFACE. APPLY THE BROWN COAT EVENLY AS POSSIBLE. AN TRANSMISSION CHARACTERISTICS, AS THESE PREVENT UNEVEN BROWN COAT CAN LEAD TO AN INCON515TENT NEW M015TURE-RELATED PROBLEMS WITHIN THE HOUSE. THE DEPTH OF THE GROUND OF THE CONTROL JOINT TPICKNE55 IN THE FIN15H COAT, CAUSING 50ME AREAS OF CONTROL JOINT BACKER ROD: SHOULD BE DE51GNED TO FINISH FLUSH WITH THAT OF THE THE FIN15H COAT TO DRY BEFORE OTHERS. THE RESULTS WEEP 5CREED5 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 J015T AT THE INTERSECTION BETWEEN AFTER THE CURING PERIOD, A FINISH COAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED. THE SEALANT. JOIST. APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: APPLY TO CLEAN DRY 5URFACE5. APPLICATION VENT PIPES ON WOOD AND ASPHALT ROOFS ARE TEMPERATURE: 40 DEGREES TO 80 DEGREES. PREPARE USUALLY FLASHED U51NG A PRE ASSEMBLED METAL PAN THE SURFACE USING THE FOLLOWING STRATEGIES: 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 INSIDE 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 SOLVENTS FLEXIBLE FLASHING MATERIALS: EVAPORATE WATER AND DISSOLVE GREASY SUBSTANCES 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 15 SLIGHTLY SMALLER THAN THE WIDTH OF EXTERIOR DOOR SILLS: DECK LEDGERS: INSIDE AND OUTSIDE THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE CORNERS OF WALL SHEATHING: STUCCO SHELVES AND WITHOUT SQUEEZE -OUT ON THE SIDES. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY AREA SUBJECT 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 HEAT GUN. "PEEL -AND STICK" PRODUCTS, AS WELL AS NON-STICK TAKE CARE TO NOT STRIP THE PAINT OF START A FIRE. PRODUCTS. ROOFING: FLASHING: RUBBERIZED FLA5HING5: LENGTH. SELF-ADHESIVE, RUBBERIZED ARE MADE FROM THE SAME MATERIALS AS THE EAVES MEMBRANES 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 FLA5HING6 CAN BE APPLIED DIRECTLY TO THE EXPANDS AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG A$ THE SURFACE 15 WARM AND LAP SECTIONS 8 INCHES MINIMUM, RELATIVELY CLEAN. VALLEY CENTERLINE: THICKNESS VARIES 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 EA51ER IT WILL TEAR AND CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT DEGRADE IN THE SUNLIGHT, THE VALLEY AND RUN UP BENEATH THE SHINGLES 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 IS THE STICKIEST, IT IS NEARLY IMP0551BLE TO REP051TION IT ONCE EDGE TREATMENTS: THE FLASHING HAS TOUCHED THE SURFACE. MAKE SURE TO DRY -FIT BEFORE PULLING THE RELEASE PAPER IT 15 AL50 LIKE ALL ROOF FLASHING, VALLEY FLASHING SHOULD VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 STICKY, PAVE HEMMED EDGES, NOT ONLY DO THESE SHED WATER MORE EFFECTIVELY, BUT HOLDING THE SHINGLE AWAY IN HOT TEMPERATURES, RUBBERIZED ASPHALT TENDS 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 180T), AVOID U51Z WITH METAL FLA5HING5: THE FLA5HING5 WILL COOK AND RIDGE TREATMENT: THE ASPHAULT SOON DRIES OUT, VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED IN COLD WEATHER, SELF-ADHEREING FLA5HING5 OFTEN DON'T TO ONE ANOTHER HOWEVER THIS CONNECTION MAY STICK WELL. CHECK THE MANUFACTURER'S MINIMUM APPLICATION BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE. SOME STICK IN TEMPERATURES BELOW 25' F, BUT CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE M05T REQUIRE SURFACE TEMPERATURES OF 40°F 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 055, RUBBERIZED METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLA5PING5 MAY NOT STICK WELL UNLE55 A PRIMER 15 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 FLA5PING5 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 PRODUCTS NEED TO BE COVERED FROM SUNLIGHT WITHIN 30 TO 90 DAYS± FOIL -COVERED TAPES VALLEY TREATMENT: HAVE NO EXACT EXPOSURE LIMITATIONS BUT EVENTUALLY WILL DRY OUT AND BECOME BRITTLE, ANY SHIFT IN SURFACE METAL VALLEYS SHOULD BE FABRICATED FROM NO LESS MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND THAN NO.28-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. EXP05ED APPLICATIONS: IN PERMANENTLY EXP05ED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN 10 INCHES EACH 51DE OF CENTERLINE, INEXPENSIVE FLEXIBLE FLASHING MATERIAL, THE DRAWBACK SLATE, TILE, AND WOOD SHAKES, A VALLEY MUST EXTEND WITH EPDM TAPE 15 THAT IT'5 EXPENSIVE, AS WELL AS QUITE II INCHES EACH 51DE OF CENTERLINE. THICK ( ABOUT 10-MIL.), MAKING IT AWKWARD TO 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 FLA5HING5: 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 BASE OF NONSTICK FLASHING& THE VERTICAL WALL. ADJUST THE EXP05URE OF THE LAST FEW COURSES, IF NECESSARY, 50 THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA5HING5 ARE SELF -ADHERING. 50ME MUST LEAST 8 INCHES WIDE. BE SECURED WITH STAPLES 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 5UNLIGPT, THESE ARE OFTEN THE BEST CHOICE FOR APPLYING WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE BENEATH 51DING AND TRIM IN CON515TENTLY COLD COURSE. TEMPERATURES, OR WHEN THE SURFACE 15 ROUGH AND WHEN INSTALLING THE METAL FLASHING STRIP OVER THE DIRTY -FACTORS THAT CAN DIMINISH THE BOND OF LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL PEEL -AND -STICK FLA5HING5. COVER NONSTICK FLASHING AS IT TO 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 SHINGLES - 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: 51DING TO DRY. SHINGLE ROOFS (ASPHALT, SLATE, OR WOOD) THAT BUTT WELL DRAINED WALL SYSTEMS: AGAINST VERTICAL WALLS ARE BEST PROTECTED BY METAL STEP FLASHING PLACED OVER THE END OF EACH DIFFERENT SIDINGS CALL FOR DIFFERENT DRAINAGE DETAILS. SHINGLE COURSE. TYPICAL DETAILS FOR WELL -DRAINING WALLS ARE SHOWN FOR DIFFERENT TYPES OF 51DING: CUT STEP FLASHING PIECES TO BE 10 INCHES LONG AND 2 INCHES WIDER THAN THE SHINGLE EXP05URE E.G.1 BOARD SIDING, SHAKE AND SHINGLE SIDING AND VINYL SIDING. INCHES FOR ROOF SHINGLES 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 51DING 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 STICKINESS OF PEEL -AND -STICK FLA5HING5 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 STRIP TO THE ROUGH OPENING SILL, THEN WRAP THE SILL WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE. MAKE SURE THIS MEMBRANE DRAPES OVER THE SHEATHING WRAP BELOW, ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'S NOT ENOUGH TO WRAP A HOUSE, AND THEN SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE, FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP. WINDOW AND DOOR SPLINES: WINDOWS AND DOORS SHOULD BE FLASHED WITH FELT PAPER OR FLEXIBLE FLASHING SPLINES. THE SPLINES SHOULD BE INSTALLED AFTER THE SILL FLASHING, AND THE SHEATHING WRAP SHOULD GO ON AFTERWARDS OR BE SLIT 50 IT LAPS OVER THE SPLINES. FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING. THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED. LEAVE A 1/4-IN. GAP BETWEEN THE SIDING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK TPI5 GAP: OTHERWISE, WATER THAT RUNS BEHIND THE 51DING ABOVE WON'T HAVE A PLACE TO DRAIN. IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, SLIT THE WRAP AND ADD HEAD FLASHING. UNFLANGED WINDOWS WILL NEED A ADDITIONAL METAL Z-FLASHING ABOVE THE HEAD CA51NG OR BRICK MOLD. MAKE SURE TH15 Z-FLASHING LAP5 UNDERNEATH THE SHEATHING WRAP, MULLED WINDOWS AND WINDOW WALLS MUST HAVE A CONTINUOUS HEAD FLASHING: THE MANUFACTURER'S MULLION COVER WILL NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNITS FROM ABOVE. ROUND -TOP WINDOWS SHOULD BE FLASHED WITH PEEL -AND -STICK FLEXIBLE FLASHING. SLIT THE SHEATHING WRAP AND SLIP IT UNDERNEATH, LETTING IT DRAPE OVER THE WINDOW TOP. THEN CUT THE FLASHING TO CONFORM TO THE NAILING FIN. RELY ON PROPER LAPPING OF THE FLASHING, NOT ON CAULK FLASHING DOORS: OVER WOOD FLOORS, DOOR THRESHOLDS SHOULD BE FLASHED WITH A METAL PAN OR Z-FLA5HING. 5LA55 SHOULD BE FORMED WITH A "SEAT" TO HOLD THE THRESHOLD, FLASHING LEDGERS AND BEAMS: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLASHING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL STOCK SLIPS UNDER THE SHEATHING WRAP ABOVE THE LEDGER, AND DRAPES OVER THE SHEATHING WRAP BELOW THE LEDGER ALTERNATIVELY, BUILD A DECK COMPLETELY FREE-STANDING FROM THE WALL, OR INSERT SPACERS BETWEEN THE LEDGER BOARD AND THE WALL, SO IT STANDS OUT AND ALLOWS WATER TO DRAIN FREELY. CANTILEVERED DECK OR BALCONY JOISTS THAT PROTECT THROUGH THE WALL FRAMING ARE TROUBLE SPOTS. FLASH WITH TWO-PIECE FLASHING MEMBRANE. FLASHING WALL PENETRATIONS: ELECTRICAL FIXTURES: INSTALL ELECTRICAL BOXES AND LIGHTING FIXTURES ON HEMMED METAL FLA5HING5 PLATE. DO NOT TAPE THE PLATE OVER THE SHEATHING WRAP'- SLIT THE SHEATHING WRAP AND TUCK IT BENEATH. MECHANICAL PENETRATIONS: GAS LINE, CONDUIT, WATER SPIGOTS, AND SMALL PENETRATIONS SHOULD BE FLASHED WITH TWO-PIECE METAL FLASHING PLATE. SEAL THE TWO PLATES WITH "LOW MODULES" URETHANE CAULK SIDEWALL FLASHING: BECAUSE OF THE VOLUME OF WATER THAT CAN POUR DOWN A SLOPED ROOF, ONE OF THE MOST CRITICAL FLASHING DETAILS OCCURS WHERE A ROOF INTERSECTS A SIDEWALL. THE ROOF SHOULD BE FLASHED WITH A STEP FLASHING. WHERE THE ROOF TERMINATES, INSTALL A KICK -OUT TO DEFLECT WATER AWAY FROM THE SIDING. THOUGH NOT ALWAYS P0551BLE IN THE SCHEDULE, IT'S BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE 5UBFA5CIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. DAMS BEws DESIGN GROVP lso srnre srR�er ensT ot.DSMn�, riARron ��n 813.92.5.130o TEL $13 . 9?S . 1800 FAX W W W.DAVISBEW&CAM T�NiPA • L7EIWER. -�-�,� FST. 1994 ��-- 0 zLl o N ko 0+�o � LA M j co Ln � O Ln Q o- LL M Q v a00 .� Z w wo 0 d' 0z �o W zap Waa� vz�0 J z�� H z z >- 0 in o � d g w o8N® °z zz ru fz z zCL _ O �3 O Q Q oC z 0 Cie i W LL. 0 7� Lu < Z Q 0 W Q 0 Lu z U Z z o OV Lu O 0 z z a W 0 Z rn O CL w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. loo SHEET NO. DT6 BASE FLAS 6" MIN. OVE PANEL TAPE SEAL METAL ROC ROOF FELT USEa. TWO-PIECE METAL FLASHING TO ACCOMMODATE THE DIFFERENTIAL MOVEMENT BETWEEN WALLS (OR CHIMNEYS, SKYLIGHTS, AND ROOF HATCHES) AND METAL ROOF PANELS. FASTEN THE BASE FLASHING TO THE ROOF PANEL, BUT NOT TO THE COUNTERFLASHING. 1 SLOPE ROOF WALL DETAIL SCALE: N.T.S. SEE DETAIL OF TRANSITION AT WALL TO ROOF PLANE ON PC5 ARCH / ENTRY �� Q (IF APPLICABLE) CM,U.OR FRAME WALL --`SLOPE =-- CRICKET - PROVIDE MIN. SLOPE PER CODE 5 VALLEY CRICKET DETAIL SCALE: N.T.5. UNDERLAYMENT SHINGLE CUT TO FIT OVER PIPE AND SET IN ` O ASPHALT PLASTIC CEMENT SIDING ADHERE 5HINGLE5 TRIMMED � / �r0 COVER FLASHING STRIP VENT PIPE •- BEAD OF ASPHAL <. PLASTIC CEMENT BETWEEN PIPE -- <AND FLANGE �\ PREFROMED FLANGEPLACED OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT -->' NOTE: VENT PIPES ARE SEALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF SHINGLES re�CALE: NT PIPE FLASHING N.T.5. 5"x5" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE WRB HOUSE WRAP i 6 KICKOUT FLASHING DETAIL - FRAME SCALE: N.T.S. UPPER AND SIDE SHINGLES OVERLAP FLANGE. SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES TAR / BULL MASTIC OVER STEP FLASHING 1/6" 5TUCC0 PER A5TM OVER LATH ROOFING 56 CONT, FLASHING PEEL AND STICK MEMBRANE BETWEEN HOUSE WRAP LAYERS PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / DECKING FOR HOUSE WRAP, LATH AND STUCCO NAIL FLASHING STRIP OVER CUTOUTS IN COURSE BELOW ASPHALT PLASTIC CEMENT TOP COURSE AT 5" MIN. LEAST 8" WIDE 4" MIN. LEAVE GAP TO CUTOUT FRONT WALL NOTE: PLAN SHINGLE LAYOUT SO 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 1 FLASHING AGAINST WALLS SCALE: N.T.5. ��j CM.U. 5"x5" W/ 120 FLA51- BEYC 7 KICKOUT FLASHING DETAIL - CMU SCALE:N15. r A I r11111 X5 ARANCE AND FASCIA W/ DRIP / STUCCO 4 DRAFTSTOPPING DETAIL SCALE: N.T.5. ROOF SHEATHING -0.0 a H$ll*9 FIRE5TOPPING EXTERIOR BLOCK WALL DRAFT5TOPPING IN ACCORDANCE W/ F.B.C.-R SOFFIT FASCIA 36" - WIDE MEMBRANE EXTRA FASTENER IN <% END OF SHINGLE VALLEY CENTERLINE =_= EXTEND SHINGLE 12" MIN. BEYOND VALLEY CENTERLINE _ _ NO FASTENERS WITHIN 6" OF CENTERLINE >✓ O O /LINDERLAYMENT COINER OFF I" AND `i,<,APPLY SPOT OF ASPHALT.. /�� / ���/\�✓O `�. PLASTIC CEMENT 'v SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE \. 8 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: N.T.S. DAMS BEWS DESIGN GROVP Iso srATE sTrt�r F.wsT a,osMnR, F�.oaron �� 813.925.1300 TEL 813 . 92S . 1800 FAX WWW.DAVISBEWS.CAM TAMI'A • DENVER -.�:� FST. 1994 �-- - O Z NO 0 � 0 DU- MLnn � N O u L u _ z p: a¢ �' 0 ... Z w Wo J � d' J Qz w� Z.. H �o Lf � 8 J < U F-1 -jZ Q "m W �N 0 8 z Z Z 03 b o� M 0z ce O L LJ L.L. 0 �Lu Q z Q o w z 0 Z (, z z O OU w z U Z 1-4 ul ca ca Z _� 0 a w � m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DAVIS BEWS DESIGN GROW l50 STATE STREET' EAST OLD6MAR, IiARIDA 34677 813 . 92S . 1300 TEL 813 . 92S . 1800 FAX W W W.DAVTSBEWSCAM TAMPA • DT3WER. --��� EST'.199� F�> O Z O ON 0-4 Z> o ��cM�o �� MLn Q�u-� a Q VM CL 00 z�m w wo J 0 l0 d' Oz ;5 w� za H w¢�. or 8 0 Zwa IJ � � z o w LU� ow�8 W 8Wo ON Q zz >u �zz 2 Z O� o oQ oc � ce 0 w �UJ a z �[ No w z LU z U z z O O U LU z U z ¢ L z J g w kD m SCALE : AS NOTED DATE : 10-19-2018 VERSION NO. imo SHEET NO. DT8 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 AND T SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C VERIFY THE TYPE OF WOOD TREATMENT0 S C 0 C C , ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LE ABOVE THE FLOOR OR WALKING SURFACE. SS THAN 60 INCHES 524MM 1 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. DOOR IN A CLOSED T . ITEM IN WALLS PERPENDICULAR TO THE PLANE OF THE0 4. GLAZING IN SECTION R 308 4.2 1 M 3 POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM R TILE CEILINGS, LARGE CHANDELIER NON-STANDARD LOADS WOULD INCLUDE PLASTER 0 LE C GS G C MATERIAL,S OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8"-11". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 535. STAINLESSSTEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PR FOR TENDONS IS NOT APPLICABLE. PROTECTION N C O 0 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 "REGD." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. HALL .P.F. #2 R BETTER U.N.O. R LOAD BEARING WALL STUDS TO BE SPACED 16 O.C. & S BE S 0 6.3.3. INTERIOR 0 @ , 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. „ RATED SHEATHING SUPPORTED OVER 24 SHEATHING: SHINGLE OR METAL 7/16 MIN. THICK APA RA S SU 6.6.1. ROOF SH MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER'O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C, MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL'F'/S2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1.1 E=2,000,000 PSI 7.1.2 Fb=2950 PSI 7.1.3 Ft=1850 PSI 7.1.4 Fc=500 PSI (PERP) 7.1.5 Fc=2700 PSI (PARALLEL) 7.1.6 Fv=285 PSI GENERAL NOTES: PRE-ENGINEERED WOOD PRODUCTS: • 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. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER, THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER, THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR FLMSTRATION PURPOSE57MEY.- * 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 D NOTE: ENGINEER OF •• RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH 3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT N CREW AT " O.C. ALONG THE LENGTH F THE KNEE WALL. BELOW WITH ((2) ROWS OF SIMPSON SDS25600 SCREWS 8 O G 0 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. •• FULL HEIGHT WALL A CRIPPLE STUD HALL BE SISTERED T IF A GUARDRAIUKNEE WALL TERMINATES AT A U S S E 0 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 1 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KN EWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTIN•• EACH X TUD2 WIT INN THE AI S OR EE AL.L SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F,B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICKISTONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS, NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL T JOINTS, OTHER BRICK/STONE CRITERIA IS BY OTHERS. L JO N S, & ALL L • 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 MIAMIMADE NOA. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 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.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. ULTIMATE WIND SPEED (Volt) 13S.S MPH NOMINAL WIND SPEED (Valt) 108 MPH R151G CATEGORY II WIND EXPOSURE C INT. PRESSURE +55U GOEFF. /-0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 20.0' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF ® 10 SOFT + 26.1 / -453 PSF ROOF A 10 SQFT I + 26.1 /-106.1PSF 6 20 SOFT + 24.2 / -43.4 PSF tv 20 SQFT + 242 / -99.4 PSF 50 SOFT + 203 / -422 PSF m 50 SOFT + 203 / -90.6 PSF 10 100 SQFT + 16.4 / -41.5 PSF 6 100 5QFT + 16.4 / -63.1 PSF W WALL ® d 10 SOFT + 453 / -45.1 P51F WALL © 0 10 SOFT + 453 / -60.6 PSF I— © a 20 5QFT + 42.2 / -412 P5F � a 20 SQFT + 422 / -56.8 P5F 0 50 56FT + 40.1 / -43.4 P5F (:D ® 50 SOFT + 40.1 / -51.8 PSF r a 100 SOFT + 38.4 / -41.5 P5F 6 100 SOFT + 36.4 / -50 3 P5F L_ a 500 5QFT + 33$ / -3'1.6 PSF tv 500 SOFT + 33.8 / -31.6 P5F i- _j GARAGE DOOR 8' WIDTH + 40.4 / -43.1 PSF GARAGE DOOR 8' WIDTH + 40A / -45.0 PSF :3 O 10' WIDTH + 39.8 / -42.6 P51F (E) 10' WIDTH + 39.8 / -44.5 PSF 12' WIDTH + 39.1 / -42.1 P5F 12' WIDTH + 39.1 / -44Z PSF I&'+ WIDTH + 382 / -413 PSF lfo'+ WIDTH + 382 / -432 PSF CHART 15 IN "ULTIMATE" PRESSURES. CHART 15 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRE55URE5 A55UME NO END ZONE GARAGE DOOR PRESSURES ASSUME T MAX IN END ZONE -j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) ROOF a 10 SQFT + 15.1 / -212 P5F ROOF A 10 SQFT + 15.7- / -64.0 P5F ® 20 SQFT + 14.5 / -26Z PSF 0 20 SQFT + 14.5 / -59.6 PSF 6 50 SOFT + 12.2 / -253 P5F A 50 SQFT + 122 / -54.4 PSF O 6 100 SQFT + 11.0 / -24.9 PSF 0 100 SQFT + 11.0 / -502 PSF WALL (::�) 6 10 SOFT + 21.2 / -295 PSF WALL © m 10 SOFT + 212 / -36.4 P5F w © 6 20 SQFT + 253 / -263 P51F (!�) 0 20 5QFT + 253 / -34.1 PSF -I (j) A 50 SQFT + 24.4 / -26.0 P5F (:E) m 50 5QFT + 24A / -31.1 PSF ca a 100 SQFT + 23.0 / -24.9 PSF 6 100 SQFT + 23D / -302 PSF 14 6 500 SOFT + 203 / -22.6 PSF 0 500 SOFT + 203 / -22.6 P51F GARAGE DOOR 8' WIDTH + 24.2 / -25.S PSF GARAGE DOOR 6' WIDTH + 242 / -21.0 P5F 0 O 10' WIDTH + 23.9 / -25.6 P5F © 10' WIDTH + 23.15 / -26.1 PSF j 12' WIDTH + 235 / -253 PSF 12' WIDTH + 23B / -26.4 P5F -j I6'+ WIDTH + 22.43 / -24.8 PSF 16'+ WIDTH + 22.9 / -25.9 P5F CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART 15 IN "ALLOWABLE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR FIRE55URES ASSUME NO END ZONE lGARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE BLOCKING DEFINED (THE .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE HORIZONTAL AND FLATWISE AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. ( ) • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD ALIGNED VERTICALLY U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE F 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. • BLOCKING BELOW WITHIN DTO FILL THEE AREA TOID SPACEAKKEN UP BY TRUSS WORKI.E. THE VOID .) FORACE BETWEEN THE TRANSFERR TRATTOM PLATE OF AN NSFERRING POINT LOADS ((IE UPPER ST/UD PACKS) TOALL TO THE ASONRY LOWER COR FRAME MPO ENS WALL SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF 1-HE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: •• @ MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• @ WOOD WITH (4) 0.131 X 32' NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• @ CONC. W/ 4" DIA. X 3" TAPCONS @ 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 X32" TOENAILS EA. • LAND INGS JOISTS TO BE 2X8 #2 SYP, MIN @ 6" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 X32" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 32' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. • :•• LED 01XWITH: BE 2X8 (4) 0. 332" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• q' X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. *0 BEAMS WITH SIMPSON LUS26 HANGERS ORE UAL. ATTACH JOISTS TO LEDGERS OR B S Q • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT (I t1t: FOLLOWING SHALL APPLY U.N.U.) • IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLAPPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. CONFLICTS (THE FOLLOWING SHALL APPLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLOWING PLY U.N.O.) CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. �1.•11R1111rrK r�i7 ,N `A�`�i NCS \�EVs�'�i`,<V �0 � Q• .e .Z =* *sA L (��OF ,kf�rz-lNZOR100` .-' �� '�-lr11111111\ W - ezef n n W W J UO O z L= J wN<1- O jr- g F- jz o o- 3v�n o`rFz° W wz�o 3gZua � �ma wLLouc. =) ¢,ot aza�ci H2o2Q<Zzw .5v wB Z N W Q LLZLLI- �OLL � SHOOF '2w V7 Fa02 wOCJV' w:lr0 W{ /�, � 0 O O U W Z N9 z?w=Q o mp0w wzzF JO w Z - woG pt -v J arwz _vQ= W ~ pw~ vi Q3 cc 00 e-1 N V J 6 N M LO W m .. � M ^ W W LLI MM Z ...2'^ak6 a a a ... W H" gy m J O Z ... Lu N o: C W W Q /Z WgwN 3 N Y V z l.L ,X Q 2 W W Y Z�?0R 2Q W co u, cj Xaz� � 30 r W iri g Oq a at w C~C 0 z m Oto QQ I% O O O 4 +�' O ►>-� (1) M O Ln (O Ln a (n 2:O Ln Q CL ,-. U a '-"q O Q E Z wLu m O 1- O l0 A (n ui F- 0 U) z .J I < < F- o� LIJ �- 0 (0) 0� �- U) SCALE: AS NOTED DATE: 03-11-2019 SHEET NO. r — — — — — — — — — — — — — — -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — — — — — — — — — — — — — -J UNLESS NOTED OTHERWISE, AT A MINIMUM ALL UNSPECIFIED FRAME TO FRAME CONNECTIONS SHALL CON5IST OF (3) 0.131"X3-1/2" END NAILS OR TOENAILS. — lU 5IMP60N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERED AT CORNER MAY BE APPLIED OVER SHEATHING. 0.131 x 3" COMM. AT 16" o.c. 5IMP50N 5PH4/b/8 OR (2) 5IMP50N SD05600 FROM STUD TO TOP PLATE ATTACH PLIES PER "8/55" ,A 5IMP50N MSTCM 60 MAY SIMPSON HTT4 W/ 5/8" DIA BE SUBSTITUTED FOR AN AB. (WHEN 4-5TUD COWER HTT4 WHERE LOCATION OCCURS ON TOP OF GIRDER ALIGNS WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 51MPWN MSTA36 STRAPS.) NOTE: USE 4-5TUD CORNER SHOWN FOR 2x4 FRAME. FOR 2x6 OR 24 FRAME, A 3-6TUD CONFIGURATION MAY BE USED. EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-0" TANK -LESS W/H H C G CORNER OF 00 0 HOME 5,-0„ _ GARAGE SIDE STUB -OUT FORLO GAS METER 0 v (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""'ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-511 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-611 (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING rI Lu Co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -01,(TYP.) + + 6'-0" + + + 6--0„ + + 10 + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + +Y+� + + + + + + + + + + + q + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + `-RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 1 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB ou nul� .n ,n11rN I�nl�a tw u v.�.. a OU Mllk�) prlMllr\ IVMILJ LU/ O VAi. CUUCJ a + + + + + 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 NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 N,� panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber �P,�i i19�®III� li_rw - — .- • BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO ONT. BASE PLATE BEARING COLUMN LYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIfJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ } Small gap „ max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection.PH 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2xrequired when indicated or _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmo th cuts. - Birdsmouth cuts. N.T.S. — - Under 2nd floor column wl loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration, Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE STAIR INFO. IF CONC. PLAN FOR MORE INFO. 2" STAIRS FORMED & POURED W/ (1) #5 EACH STEP -1 I FOR 2'-0" TALL STEM W Z a �° PLACE #5 VERTICAL @ 8'-0 O.C. MAX. AND FOR T-0" g TALL STEM WALL PLACE #5 .I VERTICAL @ 5'-4" O.C. MAX. III @ EACH CORNER & ; COLUMN. SEE PLAN FOR �.- _-- _ — _ MORE INFO. & COLUMN I I I I -I 11-111-1' LOCATIONS -- I_ (2) #5 BARS CONT. 1" LARGE STEP DOWN c� SCALE: 3/4"=V-0" �Nl DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking # 4. 1/8" gap Boise Joist Blocking for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall 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 beam below Load bearing wall must stack over _ blocking and wall or beam below.* — Joist ka:1 When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset e ti ener Fastener u e Joist Bearin Series De th Location End Intermediate " 2-8d 2-8d 11-718" 2-8d 3-8d BCI 6000s BC16500s2-8d- 9-1/2" 2-8d - d -8d -2--8d 6- BCI600- - 3-8d - 2-8d 6-8d BCl90s® 5-16d 16" 6-16d 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) in ❑ co 6„ A 1Yz" ROUND HOLE MAY 6„ 6„ 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ',-%,install tight to -top flange. Jc \ -N-�N Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SIMPSON MGTa. w/(22)10d NAILS TYP. GIRDER TRUSS 2"x TOP PLATE 5/81 THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR •• • ,i. FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN n Vn X 1�d ° Kiffir-111= i. Z (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE �— SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/(18)10d NAILS UPLIFT =1 TYPICAL SIMPSON DOTE: JPLIFT VALUE S BASED ON i.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE i— PLUMBING LINE Z� \ • • cD 2 d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d° G 11-;111-=-111�.-11_ V 11=III=111. =111 —1I I=� d I --I III--1I I _I ;. ° SEE FND. PLN. SIZE & REINF. oc Ns�.t�`��i�i Q• NO E �iFs+•��ORIDP -Z N�\?N ��Iflllllll� Z t O w w a17 Ina~ Z �H2 �S- O 3- u zW US "ZSo 355<5 O O j Z S O C o 2 1 x Z w 5 �Zo`J xl�d��IZi, N ii F W W OSQ a. -I P200(Y}z zw>—S2 O Zw_ W S222 W I.L V"n2— Z2aW0 >p0'Q u7 wl7Zr=-O o co F w Z —LU WCiv) v ge w D Q K3 0=� N a tD rV lD S M N M W T Ln Z m °^° u.i UL LLi c: Ii a re`n a 6 In W � � � m _0 Z � W H C 0 W W Q C7 �! W C14 0 H Y Y WLU 0 Z > Z 0 U d W 0 \c -; <Z D 3 0 = o m I•- ix Q O CD Z rJ O � CD >V)MO ML0 a �z �V- Ln U_ z a a M Q V a00 § E Z W W WC:) O O U) W 0U) z Q UJ Uz SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. SN 1 I I I I I I I I I I I I I I I I I I L•---------------J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. QAH I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8.'&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE E _ •' o 'D ! =--7L-jr-N IA `pp Z � cr, 6 MIL VAPOR 111 1 BARRIER II ; D 4 11 II I =1 I ° • I11= COMP. SOIL. ° (COMPACTED TO 95% I I I I I I I II I I 11llTl I I IIII I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rT� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14-j�O.H.D. RECESS � z 4" 0o .I 11-1 SEE A/S3 0R J/S6 ---- -Ill l I 1 i lI I I , IL 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE- \ (2) #5 CONT. ON 3" CHAIRS (TYP.) IIIIII++ D —111=III 1�1II ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 WWF OR FIBERMESH ° III D. I � ill II III-I11-111—' r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10)10d NAILS TYP. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" • • • . A.F.F. A. a •• '• • • ' ' . ' • , e A. 4 _ ELEV. 0'-31 /2" Z q A.F.F. O . . 2x4 CONT. CD • GARAGE DEPTH VARIES • a • GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"" x 10" "J" BOLT @ 24" O.C. W/ 2""x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 r31/2"MIN. ;o D P X7RUSS BOTTOM CHORD OR 2x4 BLOCKING / 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN �--SIMPSON SP1 w/ (10)10d NAILS [/ 2x P.T. BOTTOM PLATE /x6W1.4xW1.4 WWF OR FIBERMESH ° ° III-ff=W : I'31/2"(min.)- 4" —I J11—ll! 31/2"(min.) - 4"�- LILLFI -� II III (2) #5 coNTT �I—ICI—III III ii 1,-4„ U.N.O. MIN. TYPICAL BEARING WALL 0 STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" c°W 0 NcoN��N c 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 31/2" MIN. FINEgem L 8" C.M.U. ()ROWS OF Zx BLOCKING @ 2x STUDS @ 16" O/C o' THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi c D ° - FINISH GRADE oo 2 GRADE 60 MIN. F = 60ksi [ y j MONO OR STEMWALL ' z — — a \ D 25 MIN. LAP [30 MIN. LAP] FOOTING MONO SHOWN ' �—I I �= —I - - - R 1 7/8" FOR CLARITY ► R.•• aO 6 MIL VAPOR BARRIER i L I I D e = I I=1L=L�_�_ ►• ► .: z I I I I I I I I I D I I�I I I ICI �J N z #5 REINFORCING BAR -� ►d. o• I I I I • I I=1 11=1' i� IILI—LIB #5 I AP SPI I( F NOTE: ` • ' ► ►' o j "' COMP. SOIL. (COMPACTED TO *FOR BEARING WALL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 'III IIII I � II I II � III I III � I�I I II I II � II I � I D1557) 4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WELDED WIRE MESH min. 4" ° a GRADE jL 00 —1 — --I I I��— — • III '-I 1 III III I ' _ =(1) #5 REBAR w/ OPT. ' I ICI ILI 11=1 11= I I I I IIII-SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALM INTERIOR ...-3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a n Q 1 M 6 MIL VAPOR BARRIER is 4�1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 �I f r WWF OR FIBERMESH w —4 K S3 . •• WAn •1 �• TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH . 1i nu . J - •t -�—J.1 i il1 = I I— 1211 —T1—1ll J1--1LI=1 I_I—III—III—I I � . —I-11- (2) #5 CONT. 4,; ri r { �► rr ' g„ U.N.O. IN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE ru 0 D w a. co g ' � 1.LI=1 I I 11= � • Lu 111,,111�ll1� I. REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. PLAN FOR SEE INFO &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION W Zco Q ATTACHED PER NAILING SCHEDULE >w o w SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 •� w/ 1/4"x3" TAPCONS FOR COLUMN TO BEAM AT 8" O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE PLAN FOR SIZE AND M REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH ° III D III 1119MM c (2) #5 CONT. =1 Il, ,, I L ,L.91 1 , ,Ill , 11 ON 3" CHAIRS 8" 114" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VAHIt5 ;s 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N 0131 e —_ III III I I; ° II- -- ll„111„111-III„ IIII °' 0 4 N ° II —JII 1 — I �I— =1 I I, ,111 ,J �I -1 I I-1 I I, F SEE A/S3/J/S6 �`-�1`- " g�� FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K�M� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _Ev CONT. FOOTING STEEL I I MAT REINFORCING. Q ' cn 00 d - Lu 3�W= • A• w a w o U )W(n2 • •••' Q 0 U y • FOOTING v BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 -.' STATE OF �Qr �"0 7 ' 4 OR1 �'�V i /j/, 961-i6.. ..• V A /1I1 i 11111� 3839 o0,Fz0 w wmQ� 3„:pva � z > > U > I >�ot U �CazW a0 x"� = Q LL 8 N Q Q W ==mQ0aC5 H �oLLrO x�¢1.-2 N O S OLL cc O W g, w LL Y W F Q W O W=¢Kw 0 O J W W y,, W 1' i ux - ¢ O w t N Q3 u tD M J me t�D -���, 4t u U := Z= m °° W W W a CI: < c6 mmmmmm W 0 O Z' ��� W N p w w Q Z WoW00 N 3 Ln l9 0 = Q W o Z a�:0oou'c 2 > W W 0 ci� Q X aZ� 3 ci .; g °�° 0 a: li coOC o o_ Z s 0 a CD ON 0 � O > � M O F,.• fn O (M Ln N O L^A L u- a Q V 0. 00 Z C Lu WO J O t0 J o� ui 0� in 0 z (n SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. (2) 2x6 OR (2) 2x8 TOP PLATE SEE I PLAN I 1 (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION DOUBLE 2x TOP PLATE I I I I L---------------I VARO 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN __?x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 �\Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX :_/' t W/ 8" EMBEDMENT 8"X8716" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ t/� STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ,— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) \- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)--,,, FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT • •• •• .. .. • MINI M W1 mom ■■fIi III■■ MIIII. IIII� ■■!II lONE MNIIII NUMN ■■III Iil■■ MIIII IIlI� ■■i�� III■■ IIII IIII� NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J w O FORM CREATES CONCRETE RECESS TO 2x4 (NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR 0,0 TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 11 ' SCALE: N.T.S. ;. d EE PLAN FOR FOOTING POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTEF WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT K"D SCALE: N.T.S. SL� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) FBLOCKING RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL •' i DOOR STOP a A'' y ' - a MOLDING v ? a co 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (NP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ __ SIMPSON HETA20 w/ (9)10dx1 1/2" - NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAINSPAN IN KO BLOCK AT EA. STUD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . f&, SPLICE STAGGERED N N ' G' O/ 10d @ 8" O/C STAGGERED FROM BOT. u U EXTERIORLSTUDS SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK ---/ W/MOUNTING ANGLE W/ 4b16d TOENAILS TO TOP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NO BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL rm SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"---"' O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE '--2x STUDS TYP. p0 SIMPSON HTT4 TYP. OA �R U.N.O. SEE N/S4 C ** HOLD DOWN CONNECTIONS 4 NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE SIMPSON SP4 —i \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON SP1 SIMPSC SP4 2X8 P T BOTTOM P TE SCALE: N.T.S. SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED `I ca J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) i (3285# SPF) i (4065# SPF) i (5665# SPF) IS (6865# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL �10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. L PLYWOOD o rE SHEATHING S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) o SHEATHING SIMPSON SP4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) A " ' ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. CD) t5/8"xl FRAMING DETAILS ABOVE ENTRY R 0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) `1111111/11 RANIK, ' %��� f NO. 3 � "LORIV"' •'`� 'Ca llllllilll Za Z. - Z '-12 0 W~ V 1 1 0 5to oz � o � $u�'F o�rzo W Wzjog�x OG 5 W- N z V E z 5tu>- OLL W Z VCIa"0 W a�� aim az F— zo a LLaop who=o CC F Z m Z z Z O W>Zz- L. 2cc W zZ ZWazW- W zwFa mooWz;o Lu WW WF awvWiH 4 W G3 0w (A a 00 V w N tD '•'� N M w J U * ft Z= m� LLi u i w mmm Lu 0 tm0D m m 0 Z' ow w w a co'N _jC w m Z w3 N Y O LL m Q Y LU LU Z 0 0 > Z a > u Q W W V l0 Xazn D 3 0 to vi S o0 a Cr-W o a Z m a 0 a O Z 0 O �O M � N O Ln I--. 0LL .M cC V a 00 Z w Wo J � l� d- J O U Z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL I I @ 24" O.C. ( ( TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 45' t 24" MAX. SIMPSON H10A w/ (18) EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS • SILL 1/2" CDX PLYWOOD OR L--------------� 7/16" OSB SHEATHING ATTACHED W/ 10d SIMPSON HGAMIOKI w/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x 3/4" TITEN TO CMU NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 74" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 1063" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) 1Odx1 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45'± / 2X4 CONT'L" BRACE FOR FIRST FOUR FASTENED W/ (2) 1Od 3" ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT W/ (2) 10d FROM LEDGER TO & (2)10d TOE NAILS @ BLOCKING EA. END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL NOTCH "L" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J �' SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING `° `o _ °° SHEATHING DETAIL INFORMATION 1 1 21/ ��. 2"x4"CROSS BRACE WOOD TRUSSES is 00 Io APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 1 1 " " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 Od & (2)1 Od TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT " �� (2) 2 x 4 LAMINATIONS W/ (1) ROW � � (3) Z' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS Wl (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE OUTLOOKER SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL x SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1Ud TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION IL3 SCALE: N.T.S. 15 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER —� (2)16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH EXT. WALL CONN. n 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C jCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS --1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (""8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR 7T"7::� OCATtONS 10dx3" O/C 2„x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING W/ (2)12d TOENAILS BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ AX. MEDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4)1/4"xl 1/2" -� SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-O" MAX. Lu 0Lr_ o_ \CORNERJACK w z cr 0 U HIP FRAMING REFERENCE PLAN ti F. 2x4 BLOCKING—,` 2x4 "T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOMCHORD BRACING 2X4 MIN. 110 wq Ell IIII �11� I� - poillillillill 1111111 m NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /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 N �� �O.••'�,�G SF••.O� �ii S1�lOF = 10 t ATE :A� �13% ��0'c•'• "ZOR%Or' N" �i� ccs••.• 6/ONA 1111 z O W W ia0 oaf= J �aV wF na'- Z tD zW05..:. '8007O 0 Diu-' ua".E— W Zmo Qv 350 �E m_ ++ma OvO- � > 2 2 0 Q G Q 2~ O 9 m K Y Z W Ztq H aLL== FoLL� =�oo gz L"a �W a F wa020 �zoz zwr2z O W C7 W wz2- U- U Vl z V' Z a w o wZz�00 mood W W W W G W; N Q -ate 'WNI- W o � cn a mom 00 r4 N J o _ LA 00 00 ^' * I^W 01 V 'n Z mip w LL. . m "'aw a a rl mmm W F v1 J Z mmm W vi 2 m0 W W Q Z a: 0 x 00 3 = �c //� W J W- 0 H Q V Z LL= p ][ W Uj Z � 0 a Q W W 0 X a z 3 0 Lu cri g 00 d u w � O �- •-+ Z a0 0 a a O Z o N o � o � M ©� m Ln acn •L d- Q 2 .2 LL CL M ct V a00 Q § E `. Z IT Wo w J � ko 0 U) uj V Z U) SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. S5 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 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER — 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOJ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S.11 SS 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS )j!1X4 FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING U 3/16"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED 16" @ TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" �� O.C. & 4 FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 „ 1/2 DRYWALL DOOR JAMB (REFER) EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K12" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12. O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'-0" r II SOLID BLKG. AT TOP BTWN. u ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO ,F SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END --, LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4)10d NAILS THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. - SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 2'-0" 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK (1 +5 NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY --� TRUSS COMPANY OR \\ 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS 2X6 TO 2X4 , 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL 000PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 12 SEE PLANI� SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) Wl (2) #6 X 4'W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" Qs—s (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6-0" o x � D D D C k 4 D I D � G II GRADE D I> M p _z r •D C D 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦A# DO NOT DO THIS t40 ♦♦ #5 REBAR (TYP,) kR ♦♦ ♦♦♦ ♦♦ 90° HOOK (TYP.) YP.) ♦ ',, Ej 46 I NOTCH 4 FIRST COURSE THE ,♦♦ FILLED CELL INSTALLATION H SCALE: N.T.S. SS 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. O�FRIygN TO TRUSS TOP CHORD + + GTh' PLYWOOD SHEATHING + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT IL + + 2X4 SYP + EACH TRUSS CONNECTOR • 14N— SEE LINTEL SCHED. / PRECAST LINTEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I -F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF CHFFT n2 AND FOR SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O g U- O w CID F- U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. -w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT R FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' .f OVERHAN A. .; RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH #5 BAR p.6 6• CENTERED W/ ►.,' +► IN TOP o KNOCKOUT / iv • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ', • AND SECTION DETAILS -I CLEAN FILL I. A. DIRT 6 z STANDARD i 99 HOOK N #5 BAR IN FILLED CELL • •; • -16, • •b. , • •1 Jam• �♦��• ♦ ♦jam• ♦ ♦�� ♦Jw• 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"4" MIN. HOLE SET BAR IN EPDXY /nt UE..C1 ILI nnun 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. z �i N S • // �• "N 4523. :.Z STATE OF O'• ?1, ZORIOP' •�.�.\�� DIVAl1 4iS1������ lIII Z O O w W o Q F J =emu a Z H. ooQ_ FE o'o� U UJ~ W�h•Z� W to a - � >Wm�gzua W O �i d f L O _ V -0 �ZC7Q V1 Q 1-OF- a2 Y Z W maz H aZ=� cC � G LL � _ !�• B O G W LLQOF, W W OJ LL O OF W LL E Z ZW-z U- Vint R 2zw=q >� O W W o m< VV-- C W Z - J Lu w J W w F w cc> H = u n a W w C Q o�~ N a3 LD N lD J mo Ln 000 000 �' rn u if xk W Z = m °^° u i ui LLi CC- oo L" Z m wpx.0 z p LL C a 0 W Y Z o $ Q UJ u, 0 �D )C azr, D 3 0 W vi g °q < W I- �a� p m a a O Z O cV acu � O r�-i i(Ln � j CD Ln L_ Lf Q U- CL ro C)� V CL 00 O Q E .� F- WZ WO J O 110 it ui O J a.j ui 0 U z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE ( I TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE r RESISITIVE J11 BARRIER WOOD FRAME CONSTR. 0.3 in: 12.0 in TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (ASSEMBLED WINDOW) O EXTERIOR I I 2 s OR EQUAL WEATHER PROOF CAULKING O CEMT. FIN. �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS I I WIRE LATH UNDER DECKING 1 SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P01 EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ,I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL Q RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING SELF -ADHERED FLASHING, "� (BEFORE FOLDING, SCORE '. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) o BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 2 2 SELF -ADHERED FLASHING 5 NAILING FLANGE o 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 UNDER DECKING BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) 2 % SELF -ADHERED FLASHING FWP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER NOT USED SELF -ADHERED FLASHING PATCH .E AM -7Ground 7 Water Resistant Barrier Lath Sheathing Stucco JOIST BELOW if LJ vSELF-ADHERED FLASHING SELF -ADHERED FLASHING 1 a 2 a ° SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING O2 5 SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING WP00 FOUNDATION WEEP SCREED WP09 DECK JOIST OUTSIDE CORNER WP10 NOT USED WP11 NOT USED WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAfWDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd 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 Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance I I � f. ��' backed �/ .. - with ASTM C 1. .❖.._..-;Building Paper• -..•.•, EP� sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE .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 0 Z o OLn o ray m fM � j ry L^r) N O Lr) Z L C. il:e V CL 00 < W Z§IM� Wo J � t1- Z LL O U) O J LIJ LU SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. W P N U N Q O O .� O O 0 44O l� Q Q O f� z � `V O L^ �.�.! S� U V I V n ei O L� LLJ ¢ W z J z i1 SHEET NO. PA 1,0 < up Conteators a'. R ro Crou Rafence > UaP &oclt No.PratluCt FbAda 9tat�wide Approved No. Evaluation Report Beek (20t$) glmp� Stook No,.. Fbrlda SI�b1Mde Product Apt> Evaluation Deport PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 HD26 FL17232.2 ESR-35 HU26 FL10856.3 ESR-2549 C) H028-2 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the c FL17232.3 ESR-3445 HU28.2 FL10858.4 ESR•2549 construction protect for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for arty of the applicable listed HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2649 HD412 FL17232.4 ESR-3445 HU412 FL10856.8 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Numbar(s) Tut Pressures HD610 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR•2551 HTA16 FL17680.4 Evaluation Report HETA18 FL1 t473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report H7T22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 PGT Series 5570 FI-251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 C. SECTIONAL Clopay Building Products Residential WSntlCode Doors WS (8X7) FL15279.37 +30.O1-32.0 psf HTWM16 FL6223.2 Evaluation Repoli HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR•2813 Clopay Building Products Residential WtndCode Doors W6 (16X7) FL15279.102 *37.0/-41,0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL70458.19 ESR•2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10858-R4 ESR•2549 HUS212-2 FL17232.6 ESR•3445 HUS212-2 FL10858.11 ESR•2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28.2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR•2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JU5210-2 FL17232.11 ESR-3446 LUS210.2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS28-2 FL10855.112 ESR•2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS48 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10867.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST80 FL10852.7 ESR•2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR•2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11498.3 ER•130 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA LTTI31 FL17219.2 ER-0200 LTTI31 FLi 1496.3 ER•130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR•2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR•2606 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2806 MPH3518 FL17240.3 ESR-3447 WM1418 FL10687.88 ESR-2815 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR•2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR•2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR•2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR•2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR•2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Repoli MBHA3.56/11.25 FL13904.8 ESR•2818 NFM35X16U FL576.3 Evaluation Repoli MBHA3.56l16 FL13904.6 ESR-2818 PAU44 FL17239.13 ESR-3449 HDU2SDS2.5 FL10441.4 ESR•2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the Inspector on the PAU86 FL17238.13 ESR-3449 GLTV3.518 FL10887.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 F- RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2813 RT15 FL17236.3 ESR•3448 H10-2 FL10458.7 ESR-2813 RT18-2 FL17238.2 ESR-3448 H10A FL10456.8 ESR-2813 RT16A FL17238.2 ESR-3448 H3 FL10458.13 ESR-2813 RT3A FL17236.3 ESR-3448 H4 FL10458.14 ESR-2813 RT4 FL17236.3 ESR-UM H5 FL10458.15 ESR-2813 APPLICANT SIGNATURE DATE RTS FL17236.3 ESR3448 H2.5 FL10458.11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL77236.3 ESR3448 H8 FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10456.41 ESR-2813 SPT22 FL17244.30 ESR3455 ESR-2613 SP2 FL10456.42 SPT24 FL17244.31 ESR-3455 gpq FL10458.43 ESR-2813 SPT4 FL17244.32 ESR3455 Sp8 FL10458.44 ESR-2813 SPTB FL17244.32 ESR-3455 SP8 FL10458.45 ESR•2813 O SPTB FL17244.32 ESR-3455 SPH4 FL10458.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10458.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 O ca SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10855.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGUS5.25112 FL11468.11 SIM200804 TH17410 FL17232.18 ESR-3445 HGUS414 FL11488.10 SIM200804 THD412 FL17232.18 ESR-3445 HDO&SDS3 FL10441.1 ESR•2330 THD812 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR•3445 MSTAM38 FL11473.19 SIM200802 00 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 < UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM2008 02 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 products. 1. EXTERIOR DOORS A. SVNNGING ThertnaTru Ffrber-Classic and Smooth -Star (NON -IMPACT) FL2pg81.1 +67.0/-87.0 psf ThermeTru Firber-Classic-IMPACT) F�O46t,g +87.0/-67.Opsf ThertnaTru Firber�lassic and Smooth -Star FL2pg81,g +67.0/-67.0 psf ThertnaTru Firber•Ciassic and Smooth -Star (NON -IMPACT) pL2pg61.1q +87.0/•87.0 psf ThermeTru Classic -Craft end Benchmark FL15225. t +87.0/-67.0 psf ThermaTru Smooth -Stair end Benchmark FL15225.5 +67.0/-87.0 ps} ThermaTru FlberClassic, Smoothstar, ClassicCrefl, Rustic FL7840.1 *87.0/•87.0 psf Clopay Building Products Residential VMndCode Doors Wry (16X7) FL15279.53 +30.0l-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 *38.0/-02.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and B47 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 V1Mtlows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows end Doors Series 5784 FL15353.2 NIA PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding end HerdiePlank Lap Siding FL13192.1 - FL13192.2 N/A 8. SOFFITS Alslde Solid and Vented Soft FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL1D124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Lomanco, Inc OAS Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Ville 900 FL7849,27 - FL7849,28 N/A Borai 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 d Glass Galvanized Steel Storm Panels FL1788B.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see than ANCHORS Simpson Strong -Tie see cha rt B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FLt58.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed N approval cannot be demonstrated during inspection. r--J N N U W L l..J Q O C) M - .� U .� Cn N U C� ^^ `` O O W a O u- ,Cd p '� rO j .=^ 0 O V ' / ca LL. V / ■ 0 ■ a� V ._ 0 O Q U L O N t/) V `M� W Q Z Z Q J 11 SHEET NO. PA111 Florida Dqurtrt7artl of Btnkllsa a Prdbeeional Regulation Florida DepaMrm of Business a Profasbnal Regulation Florida Depertmard of B(airtaD a PrDisaiontN Regulation Building Codes and Standards Building Codes and Standards Buildup Coda! and Standards Florda �, �+AYm+e � of Business & Professional Regulation �i.ndte ,lnrlote +�eaots B�ulW�kp Codes and Standard. Product Approval Application DetaN Product Approval Application [)•fall Product Approval Application l)etall Product Approval Application Detail 4: ��gme f1H■t1 mmLx gtr ale atl.mo■ � �! 1`�Le[ am ar neaed�a nee go �iuBe.. � bee la0t(�d tlwLart[ gDBYM NmrrLallwd >r/utteam( Yilaer altdtaea t'1Neoo®al e0aoeae Ems Do Yerfto Yetdroet ame Pmo■eill■dt lulieee.( YeILIW lrtatlre 1!mreoeotael eaertta me0t tine 1(�loa Yeuitaluc seer! a r,Nauea�( addiffild OW Approval e■�m.a RavMw 2017 TMnrm•Tnl CwpoMbrt Rick Nh1BM Lyndon R. aaMaM, P.E. Ry«J.Idp, P.E. 1d152017 07nT1J017 10/1erm17 1T/1ZI2017 Approved Revision 7077 TMrtna•Tru Corporation Rick Wright Lyndon F. 8aknddl, P.E. Ryan J. King. P.E. 1d161a077 07Ii7/J017 10H82017 t?J1Na017 AD,xcwO R«Mon 2017 7Temta-TN Corporation Rlak Wright Lyndon F. BCIznNL P.E. Ryan J. P.E. �� tOryOlJ077 W/17/J017 tdte/J017 fal1YJ017 Approved Nerve au ar ar.ereaa! ar CalaDery: Extrbr Ooaa (41B)20&t7b PE-1340D (D19)787-0066 Caleeo+y: Gdria Down (41Dl aDe-17b PE•43WB (819)787dOb6 CaMDory: Etdedw Doors (11�2861740 PE-13408 (01�70T-0666 pm Ytl� !' NABbELAimm � YJe� YJAgatiod � �� � mod �� Exllrbr p00r �� rWkn'Or+veMBee^pMenb. eWK,aYDery: BwlnBlnB EfMrkr DOOrAWmblw rldv+�rvrbMpwrwupMa OueCaMOory: 8+rkpkp Exterior Door AapmblMa ,Idaea)rvAktpoorrpe«h. RavNbn 2017 TMrme-Tru Corporation Rick Wright Lyndon F. BdmdW, P.E. fiyp J. KMq, P.E. 7dtOR017 07I1TIT017 tOHelJ017 1i/12/2D17 Approved CamplNrw tlMkod: Evaluation Repot e+oma aom Camper+« Wllad: EwWatlon Raw from a own Comper+«We+ere EvWaeon Reporttroma Dam CreeearY: EzMrW Door 4181 17b PE-b10e (e1a)7e7-0e66 Florida RaBNMnd ArdlLd a a Lloana00 Fbrpa Fbdd1 RpMNad Atehexl tt a Licensed FIaMa FkdG Rap.mnd And+eer a• • Licensed FiwMa e++�eetee+Y: evMglrp lxYrbr Door A00erntiYp dGwbrsbgpoonauNMb. Profa«bnY Enplr+pr ply Engineer ProNeaknr Enpwar CempOr+oa Re0e+od: Evakmewl Report 0or++• own Regkbmd Mcr,bd or • Licensed FbrWa 9ae■laeemrd ao■eoW.tltsre molaadlet.lre lade ndm salalLeadtoee eeor.r.>belsa mem>a1,ttud tmrt sold Arletedloda ed®aeleLYr eeeomei C;9 4 +.r Ln Ca N U L Q� Cca O O Business & Florida Doperbriont of /tom vo M C a C �..L C O j .N N L O ^�. if .� V / ■ 0 V ._ V 0 W V / ca � O Q T� N U O U V) W L!J a Z Z Q J !Z SHEET NO. PA 1,2 Florida oaparb7tsrk d Bwirtsas 6 Prdeaional Regulation Pop +a, Florida Dspartrrreflt d Business 6 professional Regulation �ooas Florida DepsN7tsnt Professional Regulation Building Codes and Suds ,nlnd,s Bolding Codes end Standards p Coda and Standards veaou Bulklkp Codes and Florida Department of Bueinew & Professional Regulation P.p. I a l Bulidkg Codas and Standards ,mote Product Approval Applicstion D@Wl Blttd1mi Snide Eda1 or LY Gift 20211" 2ok MUM YlWm smaignim contact IBWMKAIIr Ydalmmt YddMeO :remised EIQARMM hmmnd lima PAVWN 2017 Baer Roo" / how"Kaoss Thonw im - "M0 Uneam Evaluation Gary W. VWgr 10111=17 10105=7 1041=17 Approved cobprr. Roo" (W 26942296 Bermes LLC. mm 86401e0 su ecaeoper. Raord Tar tltenw jemdmda8®IlouLce Ca++eaantaa MoOmmL Evalation Roped San a m Proknat LNatulbn amp almbAErsrMs higandmtlme AaBmmJmtlmt m11g ➢doe sea! EMlb20010M aolowi Wommaw In NOR RVWAMAM Blames trsefn 20 am" sw-sh"saw. ster Pbt to -Larvae, CA 1106 018 No YN WA WA Florids Deps. h hen of Business & Profissiornl Regulation Papa / or I Bulk kng Codes and Standards immix Product Approval Application DOWI tLttNla! ape IodbL9t 20 alit 2ghEENar adE ]Vie MOWN ihaddoz go11d lDdMKAIlollae Ytmumh MOW lWmmm EWIANrsd AUMMO INS RavlNon WIT ffw OWN" Coffowwb Grew lit Stuart Lawla ICC EVWUN n Service, LLC 1M M M. RanlarL PE 00M V2017 o"?2017 0=12017 Approved Category: 8oaabaat Corrections (&47) 91&6473 (407) 681.1917 tWCCoalWy: Trues Ptetes atewleQapteab.cem ceepOnas Wtlnak EvekMbn Rupert Stan a PnOknd Evatdatbm En* BAIN&Mzmfta gooLagmm ANWRNUKJM aBmmdmLlmt im a solo Ian! EMONLRMGNM amrNtiaghidmnaghe In WAG! gmkmLm Boom ft I rid ammole rpMr Strength (H amp; s) Mein canneater Mate 12/312072 YN Yee WA WA Florid Department of Bua)nsss & Prohnional Regulation Pepe 1 d 1 Building Codas and Standards 1A7 IS Product Approval Application Dehll tlm1f4tt sad! iookm 20 21M Room" no m1 mimin mmmbmm 290mgh ammmLLU M1e YANdgmmd VAL swami Elan omid Amend lift ReWlon M17 Wrok Irateobles, Inc. David Wed ICC Eveteedon Service. LLC ICC Evaluation Service, 101110420117 1 W19gDI7 14MM17 Approved Capgoe)r. sYWurat Components is (314) 881.7400 LLC. Subcategory: Truro PMK dwavldra.corn (206) 8994M ceaeaerraa Mednok Evakodon now from a Prod nldl Eveteatbn En* gooLam Ameroveditortles AmmtathLlmE 1Gg 241E InE product MOM, Number or MOM EmmtDescription 2intoLgm*oim2de In WAR 2dmkmaa BdMg BrMnmt 1 MIS" Rea• suer hip shared burconnecterplew 01/012023 Yee YN WA WA LMML92ft Florids Department of Business & Professional ReguWbo n BLOWN Codes and Standards Product Approval Application Detall Papa Intl I Ia20le P-M"4u R tm soNkst get go OOLBIN" go nM YsrsM ummummt 990M ZodowLLIMM yAkw dmd r mlam AWN" faaAaemd Ammnd Am" Review 2017 Meek Industries. ere. slave Wart ICC Evauation Bervir, LLC ICC Evaluation Servo, 10hW2017 101102017 10rl"17 Approved dlategorr. BSnohwai compensate (314) 001-7480 U.C. Subcategory: Truss Pteles dwarldbrd.can 0010 5004M dteapateir Meow* Evaluation Roped from a product Evaluation Entry BIi(1ffaLftwMm QmdkAY AMMOIbLum ANMEML&Llm IM" 9200 LEE E aoomghifdrluumm In IIR 2LNINla= emk mt Et 6 MT20N0 20 9a, high strength bat connector ptete 01/0120211 YN Yee WA WA AuMLS=me Florida Department of Business & Professional Regulation Page / a 1 Building Codes and Standards tkmwe Product Approval Application Detail Bonk Ross E1WtGo Rue 20 2OLbo s 210 MOM MOWN mmuka m soda COBmeoLGAM M Vememdh yd aluimOl d rlaAmo m amend Win Redeem 2017 Vgpmaa OW rob Boldwln ICC Evskmm OWN, LLC James A ROsbwe, P.E. osa=17 05002017 071=017 Approved Category. skucbmat CNpanMb M53) 0248476 OM MO.1344 subcabpw. 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