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HomeMy WebLinkAbout3083 Kresterbrooke LnALL )F '.L CoMpLy W, COUES R 1U1Lr)1h1G C 71q PREVAIL11VC; NA7'iolii,)A� ODE, ANZ),. .!r- C, CODE OR')Jh&NCE 0014 t4 �?, �/48< ABBREVIATIONS A.B. Anchor Boft F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A. F. F. Above Finished Floor A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate GaIv. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G. F. 1. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt, Height Sh. Shelves B. P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Clg. Circle Ceiling K/Mll Kneewall S.P.F. Spruce Pine Fir Ci Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory T13 Towel Bar Comp. Compressor L.F. Linear R. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T. 0. B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ- Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Elechical Opn'g. Opening Vert. Vertical Elev, Elevation Opt, Optional V.L. Versalam Ext. Exterior PC. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W1 With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WID Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME -WALK REVISIONS 01-04-18 3.00 2017 FBC UPDATES sm INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL N1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS VVP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 LPRODUCT APPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS MEAN RO.OF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. .7Z V) (D LU 0 LU Lu E U.J 04 V., R E 8 J!'E c.4 0.2,, Mal L"i CCOO oxx " A I <10 % ..If LU CL_ Lz Pilo To the best of the Engineer's knowledge, Information, and belief, the structural plan s and specifications contained within these drawinIp' comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. C) C:) Z r_4 0 cu r, 0-4 :LJ 0 V) :3 to > V) M CD V) M Ln 0 Z cu Ln r Q� U < CL 00 Z 3i E Z (a LU C:� W _J CD I'D LU (7) uJ 8 cc 00 00 LU LU ce- Cr LU Ln 0 0 U M: C 0 uJ (10 A he P sg �;5 1_011� r-4 rN. LW a,- �j*j% LU W Z LLJ Ln di _J V__I I * LU cn Z cc) c) ("� 00 Z Z :5 LIJ 0 r-11 T-4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 31.0 SHEET NO. C S 9 T 0 TYP @ 2 STORY H.B.T 25-SH T JAC PAD I p 1W 18 1� 1 10 10 Ju- 26-32 24 24 ­7 P1.3EF. - - 24 - - - - - 24 24 241 5-SH 16" DEEP 0- W W 12-4j" or nLL TYP @ 2 STORY 00 U) FAMILY RM 8'f8" FLAT CLG. ICARPET AC-4 00 AV- 0 U) &D 16-42"' ;? CAFE &D 8'-8" FLAT CLG. CARPET (3) 2X4 #2 SPF W/ (3) 16d TOEMNILS !9 lt @ BASE 4'-0" 6-8- "PAI ITS Y I? LO 3H 16" DEEP uj FLEX 19 8'-8" FLAT CLG. C14 CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I __ I FIELD. '0 I w, HDR AT 74" T 1 L:ij, 3068 2-0- 1. r i D.W. i 1`7 El 0 - KITCHEN cr _1 ro� F-B�-FLATCUL U 'TILE LL I Ol LOW WALL OR LU W ;zI SPINDLES PER SPEC. zil 1 3'-11 i.. LA, 3'-4" 2 ,r) 5- 1 0 k "t R/A Is. Vr V-13" FLAT CLG. -ENTRY r ED PATIO 2 H1 W-O"LAT TILE XG. (A) 50 3= 2868 S3.1 JA 4 tIII 16 08 - / - >;5 5 1-4-4 D2 6 - - - - - - ;7 13 8' 0" F C LG. - - - - - - - 48' 0'.FrT TILE OP W 12 W \h 8 II IE 00 Sl : 1 1 1 SH �LF J 10 U I HANSON BOX 8'.8" F AT-'C6-. ffu _T I F @ 36- A. F.F. 00 (D 00 C14 .1 0) +42"SLOPING X-1m; sk C9 _j U_ 9 �0 9 D NOTE FINISHE D WALLS TO BE FLUSH. r qcOP-1 wA�L5- - 1 _j U_ I cc S3 EDGE OF SLAB 2" BEYOND WALL HALF WALL CNI Io TYP @ 2 STORY OWNE Is SUITE 8'-8" �FLAT CLG. C�RPET C\l 14'-9" �PjD -_ - -1 DRYER VENT A-- 14- 1 "THRU WALL ........ . R&S IZ2M #2.aPE 5 SH 16" DEEP @ SG 3 2668 U. 1�4 T-4" 6.0" 7'-7" '(1)2 CAR GARAGE 8'-8" FLAT CLG. 21'-421" I I I 1 0 uj > 0 X 1 F -1 W 1< lnr 10 10 LL 10 N 0 T1 W. Lu FIBERGLASS ' T I SURROUND 8'-8" FLAT CLG. 0 CARPET 1 36" X 60" L SHOWER L - - - - - - - - - R&S 2-16- BUILDER TO PROVIDE APPLIANCE PROTECTION C4 WHEN REQUIRED PER FBC L - - - - - - - - - 0 co- % Co T HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2600 PSI <e>(2) - 1 3/4' X 16" LVL 2.OE Fb=2600 PSI (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 18 4 X so S.H. 15 20 X 63 18 4X 62 j S.H. 16 20 X 72 18 j X 71 S.H. 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4X381 N/A S.H. j 34 27JX501 NIA S.H. 433 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37JX26 36 j X 25 1/2 S.H. 23 37JX38i 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bid. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest 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 secbons of windows shall not permit openings that allow a 4-inch-diameter sphere where Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with LIL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet, Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms 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. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 -30.8 +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SIN SHEET;,,� SEE SN SHEET 140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND TYP @ 2 H R REQUIRES NO UPLIFT CONNECTORS TO FLOOR STORY SYSTEM AREA TABULATION "All' IIST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTALAREA 3359 INSULATION REQ. EXT FRAME 2 x 4 R-1 I/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION IR-11/R-13 KRAFTFACED (GARAGE / LIVING) ,m (D Ell 01 C Q) U-> +_j Lu .ru 0 LU c0l. ca U_j HE U_ < cj N C *B 0! R=' 0 F. Mae E LL Lh k% S 100 To the best of the Engineer's knowledge, Information, anF belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature a nd seal. z 0 P-4 lj 0 C) z Ln Ual) 0 In < L. LL ca. z W U CL 00 z UJ 0 F- to C, u, z g Fm U z ow E U z z W L_ 00 00 U 8 Z C%4 0 z z 0 Ln 0 U C/) 'N -0 < Uzi �g� Z Z LLI Ln lipi LU 2: ui rn (=) < z z tu I..; W 1:0 0 " 06 Z Z) 0 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r2 2'� \Ilal� TYP 1@ 2 STORY r22"), �,T� L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 29'-6" 6-7- 22'-11 TYP @ 2 STORY rT), 3`)1 25-6H \, �2 �, �2 BE ROOM 5 8'- " FLAT CLG. r C ARPET oa 1 00 60 CID Lu C) 13'-2'. 2'-8- .13'-8" 00 I LOFT AN 00 I 8'-0" FLAT CL C14 CARPET 4'-0" 3-4- V-10" T-1 0" 12'-0" di L 0 L IX 0 U_ 0 u- U_� 0 8 +42" HALF Cr WALL 117, -7 h A 2 A7 3 116 115 4 LJ r-1 8-417D rB 00 T G. XIM I COL- _j P.- BED OOM 4 8'-0" FLAT CLG. CARPET 00 5 6 7 8 2668 oc lo W.I.C. ICY FIBE RGLASS cc 1 8'-0" FLAT CLG. SURROUND 1 CARPET 2668 - 4'-2" w7 7'-4" 5,-0. 8'-8" 9 oil C0 BEDRO M 2'. 2468 B.F. B9DROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. CARPET 4 SH 12" DEEP 00 P CARPET I 174" 2 0 12'-0" C� I 60 u- ca 00 CID 0 Ca 00 00 (0 0 Hl 2 4) Lo EGR1ESS e�% 25 SH G) 4) 3 3 TYP @ 2 STORY D2 D2 2'-6" 26'-6" 29'-0" 29'-6" N U'l t TYP @ 2 STORY <�>R) 0 TYP @ CORNERS U. N. 0. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 2X1 0 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2600 PSI <e>(2) - 13/4' X 16" LVL 2.OE Fb=2600 PSI <e>(2) - 13/4" X 7 1/4" LVIL 2.OE Fb=2600 PSI (2)-2X4#2SYPW/1t2- Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARI G WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-090 2x4 SYP #2 16" O.C. SPF #2 9._011 2x4 SYP #2 16" O.C. SPF #2 >91-011 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32"EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X25i S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20 X 72 18 X 71 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4X38i N/A S.H. 34 27 4 X 50 N/A S.H. 33 N/A 26 x 37 1 &H. 34 N/A 26 x 50 S.H. 435 27JX63 26 X 62 1/2 S.H. J36 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37JX63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 j X 25 S.H. 33 54 X 38J 524X 37J S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52JX 62J S.H. 36 54 X 72 52 j X 71 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S. H. General notes R302.5 Dwelling/Garage Opening/Penetratlon Protection. • Openings from a private garage direcby into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bid. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest 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 secUons of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms 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. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be Installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 -30.8 +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 (1). +26.6 / -32.2 SEE SN SHEET SEE SN SHEET NNWUOMPH_����� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURET+34.0 / -44.8 WALL LEGEND k SM01:6 .111 r) TYP. 2x FRAME WALL BEARING WALL RI R BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTALAREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0'. U111 0 LU 0 LA -A V) CC,3 L 0 L.L C) C21- < IV Cj Al I R D. 11.4 I __j G J., !�z 4 z ct S *5 01 0- - 4 1. . . ... -f Q A z I HAS .. I 01i (Jj 1:1 0 To the best of the Engineer's knowledge, information, anT belief, the structural plans and specifications contained within thew drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z 0 cu 0-4 :Lj C:) LI) =3 lio > V) in CD z N M Ln CL in 0 X (U - In zCL < C LL 0--N >. - cr) cl� U T-i < 00 z § E WC:) J CD 8 0, z cr) LLI 00 00 CL 2 r"'4 0 z Lr) 0 _j LL 0 C: U C\1 01- 1 199 < Z z LLJ Ln Uj < z 0 r*4 06 Z Z tu- Uj �0 SCALE AS NOTED DATE 1/4/2018 TECH: EIRAND VERSION No' 10 SHEE7 NO. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2X8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH W 0 Z KITCHEN KITCHEN KITCHEN ISLAND MIRROR 00 9 to MIRROR BATH 2 OWNER'S BATH STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C. OWNER'S BATH STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE - 10'-0 314" (16) RISERS AT 7 9116- 10"TREADS w/ 1" NOSING 9 I SEE PLAN FOR LANDING DEPTH i Stairway construction nd handrail to conform to E_dition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8". The radius of the nosing shall be no greater that Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails; shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than lY2"between the wall and the handrails. Grip -size. Handralls with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in COMDliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline (112" from the narrower side). 7 Under -Stair Protection. ied accessible space under a stairway shall be protected with V2" gyp. STAIR SECTION INTERIOR ELEVATIONS SCALE: 1/2"=V-0" MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. SCALE: 1/2"=V-0" (D M U) V) 4--J U_J CJ_ Lij 0 E C) P) LLJ el 0 lag ft <1 OW1 Al I BID., C CA LLO FES Z tl Us 0 ED 1:1 To the best of the Engin knowledge, Information, and e:r" s belief, the structural plan and specification con to ined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C�4 0 a) r-, " 4-J (=) V) 'S tZ > V) Cn C) fn C) 4—r N M Ln 0) In U_ Cn fa ..q L) CL Z 3- E Z LU 0 W 000: §Z 00 00 LU cr_ Z 0 X LU 0 U ro Z .0 P r-4 Wig < Z U. gl§ Z T-4 LLJ Ln LU T-4 FE M < Z a Z r� Z Cal LU 0 00 :5 In. T__4 CL (A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 2.0 I NHU,'j I bLUUK ZSLUILIKLU 10 51-Ab W1 1/4"X3 1/2" TAPCONS @ 16" O.C. F7 �F4 8'-0" RIDGE VENT I 1 " x 4" SMOOTH TEXTURED COMPOSITION SHINGLES 12 12 TRIM / BAND 5 5 ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6" FASCIA L (TYP) 77 T. 0. P. 1 ------ ----------------- — — — — — — — — — — — — — — — — — HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — 11-011 1L_J1 1 " x 12" SMOOTH MYTHOMn 25 SH 25 SH 25 SH TRIM / BAND FLASHING 5 2nd FIN. FLF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - %_ - - - - - - - - - - - - - - - - - - - - - - - , - _3% - - - - - - - - - - - - - - - - - - - - - - - L-01- HEEL C a --- - - - - - - HDR HGT. DECO CORBEL 1 X 8" SIMULATED--, WOOD FINISH F16 TEXTURED CEMENTICIOUS 25SH FINISH ON C.M.U. DI 17 F.FL. IF - - - - - - - - - - - - - - - - - - - - - - - - �1 - - - - - - - - - - - - - - - - - - - - - - - - - - nF5 4 �, 12'RIDGE VENT 00 N FRONT ELEVATION - Al. SCALE: 1/4"=V-101" T.O.P. HDR HGT. , -100 00 2nd FIN. FLN, - milt T.O.M. HDR HGT. N LEFT ELEVATION � Al 1/4"= 1 1-011 General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C an R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTMI C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less then three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier. The individual layers shall be Installed independently such that each layer provides a rate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap, 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. Flashing shall be installed at the following locations. • Exterior winclow/cloor openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof intersections At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVMNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) R DGE VENTS 15 SO. IN. OF NET FREE AREA I LINEAR FT. I OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA If SO. FT. • O'HAGIN VVEATHERMASTER (Shingle RooQ - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. SON Needed) x 7 - (Sq. In. Needed) / 72 z Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roofi - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft, of Dock -Air Needed) O'HAGIN (Tile Rool) - 86,25 SO. IN. OF NET FREE AREA IF VENT Formula: (Sq. Ft. Soffit Needed) x 7 =(Sq. In, Needed)/ 86.25 =Amount of O'Hagin Vents Needed "'M room V) 0 (1) C_/3 4-J Lu (DM 23 0 LU yZ03 C) LAJ C) LL lag ur) Al E D. M0 5i < C a . . ........ z Ima FESS' (111111Wro I To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal Is only for the structural engineering por"ons of the drawing pages bearling Engineer's signature and seal. z r-4 0 (L) N 0­4 C) Ln to > C:) 4-J < V) z (1) Ln U Cn cj� U 2. r-4 < 00 z E Lu W _J CD z g 0 Ell < UZ, 165-. 00 C)o L.LJ __J 8 z z LU Ln C/) < LU Igg r-4 0 Er I i U_ J4 �=J z Lu 0: z LU _J Ln -I Lij 2: < z Lij X < z t T.-q cn C:) co 0 C� 00 z :5 UJI rn T­_4 0- V) SCALE AS NOTED DATE 1/4/2018" TECH: ERAND VERSION No' 10 SHEET NO. 3.1 loo I 60 9 milt M. F_ COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 00 4 M F- 11-2111 4 8'-0" RIDGE VENT 12 5F�:� 12 5 T.O.P. 01 ........ .. 12 12 5 7 t 2nd FIN. I- t FLR. T. 0. M. "J )R HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED r CEMENTICIOUS FINISH ON C.M.U. 25 SH 25SH (TYP.) 25 SH F.FL. 12'RIDGE VENT 12 5 T.O.P . .. . . . . . 6 HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4'RIDGE VENT 12 J� _L 5 Ci 25 SH 2nd FIN. FLR. _,_7 7' 177' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.M. HDR HGT. CJ WEEP --- ---------------------------------------------------------------------- — -------------------------------------- ------ Z-0" TEXTURED CEMENTICIOUS F I N ISH ON C.M.U. (TYP.) 25 SH --------------------------------------------------------------------------------------------------------------- REAR ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: 12"OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTMI C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTMI C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three costs when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be Installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. 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. Flashing shall be installed at the following locations. Exterior window/door openings. Intersection of chimneys or other masonry contructions with frame walls. and sills, Continuously above all projecting wood trim. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof intersections At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1M provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more then 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) RIDGE VENTS 15 SO. IN. OF NET FREE AREA/ LINEAR FT. OFF -FUDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. O'HAGIN WEATHERMASTER (Shingle Roofi - 72 SQ. IN. OF NET FREE AREA1 FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed LOMANCO DECK-AJR (Shingle Roop - 9 SQ. IN. OF NET FREE AREA I FT. Foravule: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 19 a (Linear Ft. of Deck -Air Needed) a O'KAGIN (Tile R000 - 86.25 SQ. K OF NET FREE AREA / VENT 1 -Formula: (Sq. Ft. Soffit Needed) x 7 a (Sq. In. Needed) / 86.25 = Amount of O'Hogin Vents Nee CD 0 U1 (D 4--J Lu ITO LU 2 clo a LU e, - ca R" 0 _Q C:) U_ 28 1 F�- A I 'D c 4,"a N !K\� < % I E - zc;t g Lr z.�3 2L�mtz UZI a u- tu 0 LLz Mill %, < 01F E S S IV/9 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code � Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD 0 z (114 0 v N 1--i 4.J C) V) 's ;,0 > U.) 0 C:, z N V) M Ln 0 z a) — Ln r ILL L L 00 z E Z § M WLU 0 _J C:) J Z,< W 0 �cx_ I 80 -Wo �1 i I; z U-, 00 UJ 00 a*, LU UJ 0 z Lr) U z < � LAj cc < UJ I 0 < z < LLJ ce z LU Ln T-4 Lij 2: < T-q M < z co 0 r*4 06 z Z :5 t- U LL.J 9 0 1`11 , T__1 Ln W I, SCALE AS NOTED DATE: 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. 3.2 2" 2" *NOTE: VARIES 1'-10" 1" CAP = CAP 1n = N M iv FOAM TO BE USED 1" RADIUS c� Z o z ONLY WHEN ^ 3 1!2" RADIUS 1/2" RADIUS z REQUIRED BY _Z, aC COMMUNITY ' 1'- " oie -'MAN N ;0 = SPECS. IF NOT, iv 3/4" RADIUS ° a 2 c� cA DETAIL TO BE 1" 2" OPENING VARIES = BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 4" VARIES V) (D N EDGE OF 1" cily ^IN 1'-0" Qj c� w 1" OPENING VARIES z 2rr VARIES . V — 1 r-4" l- c' 1rr VARIES 1" 1" 0 C'V rN 1 rr 1 r-Oe 1 n ,^ O 1 1/2" RADIUS ~ ~ m U �M � w c M 3 " rr 4rr 4 th rr 2' . j" 2 1/2" RADIUS am U 9 o LO _ `�la `�tha Gila ip = o�' c%� tD MIS i0 A ' N C B D C f VARIES 1j" 34" 11" �rr s o. Ala 3" 2„ #n 1" 1" 1" BASE BASE SIN r C`)I"t 1 n 1 rr 3e 4n 1 r-brr CV cV r O O ,§ �rr = W c • 4n / rii c�' Uj i`OZO�¢ ` 0. a z 1rr LL M W N dp *NOTE: VARIES 8" 2rr N o o FOAM TO BE USED i>? ONLY WHEN - be the best of the Engineer's knowledge, information, and � = belief, the structural plans and specifications contained 3rr REQUIRED BY = cn within these drawings comply with the 2017 Florida 1'-6" Building Code - Residential 6th Edition. Engineer's COMMUNITYL _ 1" signature and seal is only for the structural engineering SPECS. IF NOT, �N 1" 1-4- portions of the drawing pages bearing Engineer's signature 1" OPENING VARIES 2' and seal. DETAIL TO BE 2" 2" BUILT W/ STUCCO. I j EDGE OF I h- h OPENING 1-1/2" THICK 1-1/2" THICK r I I 10" N '- 10" d' = c c T rn N r-ia M Crr W trr `IN 2" " r �n 2rr V 2rr CV 2 (V Y c� z (y © Lj o M O O 1-1/2" THICK _-_ �,rr ¢ cnru LLn 2-41"--- oLNn 2r-4rr 1'-1011 `v - CL M T 521" 1'-5" 5z" � 7" ,�, '�I, 4'r 'Iy � U �- 00 54„ 1 r-4" 3rr I I ---------- Z 00 L `� - - Jp~ 4 � � 1" VARIES VARIES > _ --- - - VARIES VARIES 4" 1r, �1 d F- `2 ' 6" 4" KEYSTONE F11 0 = KEYSTONE F11 00 U o r--------- u cv OPTIONAL OPTIONAL o I za� 00 Rs. 4rr `�v r cez 3rr R4d'n ' 4" GARAGE DR. OPENING 4" 3' ' 4" WINDOW OPENING 4" W E t z' NOTE: �- 00 0 • INSTALL OVER STONE, TYP. N c� VARIES • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS N ACCEPTED .� L i NOTE: 1'-4" _ i •FIN. TO HAVE TRADITIONAL LOOK & 1 r 1'-g 1q" 1 2'-1" > SMOOTH FINISH f2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-1 j" 5j" O r� Fw- o $ T-8" 7" N y w U 4rr T-Orr 4r1 �`� r 1 101r 114.1 101, o _ - -- C,to ^ o r - DCo 0o co N a1� -. -- Z S Z Uj � Q z C = - - .. _.- _._- ._ N T"I L Q �- ---- M Q Z g ---- C) � _ 06 2 < � N -- - -- rn T- 4 I a cn § SCALE : AS NOTED °? DATE : 1 /4/2018 M� A, TECH: ERAN D 1" Rio* r 1„ VERSION NO. 1rr 10 N V 1" GENERAL NOTES: SHEET N0. 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 I I ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44"AFF bathroom 39" AFF laundry room 36"AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC: R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an AtC electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFC1 protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET F� DUPLEX OUTLET ABOVE COUNTER 1. Z!�, PE5W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph FW SPECIAL PURPOSE OUTLET :G DUPLEX OUTLET IN FLOOR I zns P��E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH d% . 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT K FLOURESCENT LIGHT FIXTURE EXHAUSTFAN Iwo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) rC H] CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL noij DISCONNECT SWITCH f,Q% SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN \> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR </ OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp clas #10,2 copper to WH 910-3 copperto Dryer MAIN 0 or 410 SER Alu 200 amp 150 amp =V210 POWER CO. FEED— DI§onnWI INTERSYSTEM 4 Bare Cu Ground BONDING C —1114 GROUNDING WIRE TERMINATION PERJ F— WITH CODE APPROVED NEC 14,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FOR ALARM SYSTEM ENTRY VESM17 T Wim 1 r—r% LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4`"=1'-0" U') CX_ V) (D LU 0 U, r� Z:) E , LU M < A I x c R 0 c S Q_ UJI U,< 0- zo---� LZ L U1 C.) C-> I— EI 0 To the best of the Engineer's knowledge, Information, and belief, the structure I plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature, and portions of :eal Is only for the structural engineering th drawing pages bearing Engineer's signature and seal. Z 0 cu 1­1 C:) V) > U-) rn en M Lr) 0 Z 0) In U Cn U —4 00 E W Z 3: M Z UJ C> —1 0 Milli Z< Z r, 8 00 0 Ce a g UZ. J1 < 68�j,z F 8! 6.j 8 Lic 0c) > 00 r-, F— Z 0 Uj 'n Lr) Uj Cr_ 0 U :r C Iso 0 0 99 J a. _j U_ < r-4 < i zW Z Z IJJ Lij di X 65-0 " � 10 T-1 M (=) X < Z < Z t- 0 11�4 00 Z U UJI rn T-4 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No - 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r% GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39"AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included In the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I �& DUPLEX CONVENIENCE OUTLET Lz±s-. PEPP DUPLEX OUTLET ABOVE COUNTER 1 Z7�1 F�`W.P. WEATHERPROOF DUPLEX OUTLET �&G.F.l. GROUND FAULT INTERRUPTER DUPLEX OUTLET I Zn, HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) F51 CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER Millen ELECTRIC PANEL —Elk--i DISCONNECT SWITCH 11c", SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN <1/ \> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14,250.94 200A INDOOR PANEL CENTER 10 # 14 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp ckta 200 AMP 10 #10-2 copper to WH 01 #10-3 copper to Dryer METER MAJIN T 0 Y-2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN SCALE: Y4"=V-0" 0 t9m U V) IUD (Dra M U — 0 Lij Lh n-2 E 02 U 10) � 0) Li - 8 2 0 .1 04 C) LL U H < CM C; A I N *I /r u_ 'u;- Uj LU 0- LU Us 001. Z -11-46 cil Z LL3 d) 00 To the best ofthe Ens ear's knowledge, Information, and belief, the structural a s and specifications contained 2. within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z 0 cu 1­4 C) Lf) t,0 C:) Z > —4 C) U-) M Ln 'Y'L 'a V) 0 N 0) — V) < L_ LL Z F- U W CL 00 < Z E Z Lu W _j 0 `1.0 Z g am-, Z80 W () 08 W _j < Mx_j ME 00 OC) F- 8 Z U_j Z C: Ln j LU 0 a 0 U 0 _j LL_ <,n uj 0 < 'oe 0 uj ce Z Z LLJ Lr) _j < 65 0 Z Z 0 C'4 06 Z rn T-q 0. Ul X SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al General Notes ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ROOF CRITERIA: 1 0 12" OVERHANG U.N.O. 1/150 Rule 1/300 Rule Ridae Off -Ridge 0 PLUMB CUT FASCIA ROOF (No Upper Ventilators (Must Provide Upper Ventilators) Vent �mt Amt. 0 PITCH PER ELEVATION Req.) (Ft.) Total **G.C. VERIFY ROOF PITCH" Ventilation ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE ATTIC Provided CONTRACTORS RESPONSIBILITY TO VERIFY SPACE SQ. FT� Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN of Ventilators ROOF SLOPE REQUIREMENTS WITH TRUSS ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) MANUFACTURER. required needed required soffit by upper needed ventilators "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE Main 4.000000 2.000000 TO BE USED. LIGHT FIXTURES SHOWN ARE FOR Floor 1080 1037 148 518 37 259 336.0 (Zone 1) 60.0 276.0 LOCATION PURPOSES. Main 0.0 0.000000 Exterior Covering Floor 16 15 2 8 1 4 0.0 R703.7 Exterior plaster. (Zone 2) 0.0 - 0.0 Installation of these materials shall be in compliance with ASTM C Upper 16.000000 0.000000 926 and ASTM C 1063. Floor 1166 1 11�1 160 560 40 280 240.0 (Zone 3) 240.0 0.0 R703.7.1 Lath. — All Lath and lath attachments shall be of corrosion -resistant 6" "NOTE- materials. Attached per ASTM C 1063. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. R703.7.2 Plaster. Plastering w/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. ....................... ............... ............................................ .................. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster -based sheathing, shall include (stucco) is to be applied over wood a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. RD 2. One layer of an approved water -resistive barrier (paperbacked 0. stucco lath) over an approved synthetic house wrap. 0 _J t A co R703.4 Flashing. C14 Approved corrosion -resistant flashing shall be applied to. shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. Exterior window/door openings. 0 0 Intersection of chimneys or other masonry contructions with ulk frame walls. , ................................... 0 0- ... ..................................... 2 Under and at the ends of masonry, wood or metal copings 0 and sills. Continuously above all projecting wood trim. N RIDGE ..... Where exterior porches, decks or stairs attach to a wall or LO floor assembly of wood -frame construction. 12'-O'RIDGE VENT 0 At wall and roof intersections 0 At Built-in gutters. 1&0 Attic Ventilation :3 4'-O'ROOF VENT Attic Ventilation to be in compliance with the Florida Building Code 6th Edition z (2017) Residential R806. Lu The Minimum net free ventilating area shall be 1/150 of the area of the vented FAI[OM . ..... jfi� space. The ventilating area may be reduced to 11300 provided that at least 40% TJ:12 SLOPE 0 4'-O'RIDGE VENT a Fr but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventlated.Upper venfilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice, vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** W-O' R, (Values to be verified with Manufacturer Specifications) RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ... 5:12 SL04 Ir -7 a O'HAGIN WEATHERMASTER (Shingle Roo� - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed a LOMANCO DECK -AIR (Shingle Roofi - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 m (Sq. In. Needed) / 9 - (Linear Ft. of Deck -Air Needed) a O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) f 86.25 - Amount of O'Hagin Vents Needed Lu L. _J 0. . . . . . . . . . . . 0 .................. : : ......................... ........... ..... C14 W a. 0 . . . 04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . ... . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF PLAN SCALE: Y4"=1'-0'1 I V) (D a) C—/) LU U 121% L.L.1 F- 0 E ca LU 0 = LL LO 0 N C-B D. % Al I I \41__ IV RID.1 Z_- Q� 0) el, z o' LLM A R.. - 0 cj Z, TKI z 00 To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C:) Z r*4 0 (L) N 1-� ;kJ C) V) :3 ko > J.) rn Q M CD M Ln < CL (v 0 Ln < L- M F- efy-)` CL 00 < z z E z M WLij C) F- _J C:) z Z LO, 0 UJ Ch 00 00 r%1.J z R z Lr) 0 U fu CL 99 . U_ r- R 6 0 Jgg 0 f-4 cr_ uJ oc < a ce z 2 z LLJ Ln d;g _J -4 Lij ICE 08 < fn z C) Z t- r-J Z U z M ob :5 UJ �@ z 0 Lu rn V__I 0- 1 Ul) �21.: SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 5.0 , 1-STORY 2-STORY 27-0" 'FOOTING FOOTING 4'-11" Z-21" Z-54" 4'-6" 4'-8- 3'-10" 4'-5" 4--8- 3'0" 2'-6" x 2'-6" x V-O" TYP @ 1 W/ (3) #5's E , W. STORY H.B.T 56� TYP @ 2 STORY 6- NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -E- OF THE FBC 6th EDITION (2017) BUILDING 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 INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1 /8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN UJ x LU co CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" .......... ........ . ......... ......... ........ ................ ................. ................ HVAC CHASE I BASED ON 0 0- "--#5 CONT REINF. SEE LOCATION FND. FOR QUANTITY #5 X 25" X 25" CORNER 3-1/2" MIN 3000 PSI CONIC. SLAB FOR HERNANDO COUNTY ONLY BAR ONE FOR EA. HORIZ. REBAR, TYP. Cn U.N.O. Cn HVAC CHASE 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 BASED ON MIL VISQUEEN VAPOR BARRIER Iternate: T 01-01, LOCATION 1 04 ZD I -i�,11 DW 11 The reinf. bars shall be und comer by cold CN cont. aro bending the bar w/ min. 4'-0' bar lap of 25". — — — — — — — TIWI— Ci Ci Ci Ci 1�14 - TYP. CORNER BAR DTL. STUB UP TO STEPS AS AHU REQUIRED PER FO I (n — :- I 2ND FLOOR FIELD CHASETO IV I: J CONDITIONS FOR A/C SCALE: 1 1/2"=1'-0" ISLAND PROVIDE 1 Y2" RECESS KITCHEN L FOR SGD. REFER TO ISLAND LOW TOP OF CONC./ PAVER TO BE r MASON'S SLOPE FOR sol-011 WALLS 31" BELOW FIN. FLRg-- SL WIDTH 3 F I I /0L 9 &D 27'-21" 7'4j" 191-21, 01, 16. 2'-6" x 2'-6" x 1'-Of" ao \ �3 2'-6" x 2'-6"x 1'-0" PROVIDE Y2" x 9" W/ (3) #5's E.W. W/ (3) #5's E.W. — RECESS FOR FRT. DOOR (TYP. OF 2) ........................... =0 9 .......................... 9 Ci Ci G S3 (2) #5 REBAR rG VERTICALS w/ in �3 FILLEDCELL 2S ORY INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO 00 (1) #5 REBAR VERT ABOVE S— OOPT. @ ALL PLACES SHOWN HOOKED FTG. 1 17 E I W. c0 DOWELS 5" EMBED W/ 25" EXT C? ABOVE SLAB "GRADE 40 STEEL" 1 7- S-31/2- SLOPE L TYP @ 1 OPT. DI STORY ......... . . . . Ci —CJ 0 G 9 15-64'" 4'-5j': S3 -Fcj I 0? 00 2 STORY 21'-22"' Ak 16-71" 6-3j" 4 SO,-O-- (2) #5 REBAR 0 VERTICALS w/ in 0 FILLED CELL Ll -- . ? ................... ....... ...... ...... i ........ i ....... 9 , ;-% M 1777 J N 0 01-- (i)TYP @ 1 STORY l'-8" affili f 2 11-01, 2-6" x 2'-6" x W/ (3) #5's E.W. 6'-0" 4'.8" 1-STORY 2-STORY FOOTING FOOTING 56'-68'-0" TYP @ 2 H.B. STORY I FOUNDATION PLAN, SCALE: Y4"=1'-0" 0 — c, 9M U) 4--J Lu 0 ui Ln c, CD I-- C- I c, 0 CD --00 00 (M M Ci AI ED. N, - 1, 11 U, 0, cm 0 Z C1 Az 00 To the best of the E nglnoer '5 knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) z 0(1) 1-4 4-J C:l L5 M Z5 z 4-J U-) M Ln c) z 0) Ln < U- fo Q� U 0-00 z E z W UJ C) 1 0 z g -ow 8 z In Ch CL ;z LLI I I a; i 00 0 1 a 00 rq < 0, z I Z 0 Ln LL. U 0 0 Igg bo N r-4 21 < < uJ W jig: Z z LU —J Ln L11 2: < z Lij x < z t— C) 0 00 z :5 U U-1 rn V-11 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO - 10 SHEET NO. 6.0 A S6 TYP @ 2 STORY FT1GE IWO LL 0 UL LL -n to LL U- X --FT8G--% 7 15 7 — — — — — — — — — — ......... ........... 0 ... ........ ... . ... ..... FTF1 FTF1 -n ------- ------- 04 C14 0 -FTF7 0 TYP @ 2 STORY 'n 1) 'n XC03\ ISx\ *5v11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2* HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 1 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/9' ANCH. 08) 10dxl-1/2 HTT4 2715 5/8"ANCH. /(20) 1061-1/2 i HTT5 4350 3740 5/8"ANCH. 1(26) 1 0dx1 -1/2" HTT5 3225 5/8- ANCH. 1(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8"ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718"ANCH. 3/4"STUD BOLTS TDX1 0 7845 — 4 - 7/8" DIA. BOLTS N Ltjq2s 116511070 1005/915 8 - 10d x 3- JUS26 1115/1060** — 8 - 10d P Hus2 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 257014345 — 30d - 1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Old x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Old x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" 1 MTW20 1195 1005 14-10d x 1-1/2" u MGT/MUGT 3140 3140 22 - 10d X (1) 5/8"ATR W/ 5" 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 AND (5)1/4"x3"WEDGE BOLTS HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SPI 585 535 10 - 10d I SPT22 1 685 1 8 - 10d SP2 1065 605 1 12 - 10d SPT24 1030 12 - 10d HCP2 645 1 555 1 12-1 Od X 1 1/2" MINIMUM WMEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 241, OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS I A \r\\,-(+ +) I (B) A I 1 (A) 11 n-A 11 1 1 1 A 1 11 1 11 A 11 1 JLeej_ I L L 1111 ------ 1%'\—1 OR 2 PLY \---Lj CARRIER T--F 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 Pp �2eA t —(A) INTERSECTIONS. SPLICING x 0 T�ATER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION, NU I 1z: bF-E .5HF-F- F U-1 FOR ROOF FRAMING DETAILS 1. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FORINFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS--- FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUS S� 2x BLOCKING W/(2) -12d NAILS @ EA. END Aj-\SEE PLAN \)FTRUSS BRG. ,4 ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN �--STRUCTURAL SHEATHING C0�3 CANT. FLOOR TRUSS CONN. I SCALE: 3W = V-0- MAIN FRAMING PLAN SCALE: Y4"=V-0" I U) 4--J L.0 0 U O:f ql�Dv) --- 3 E pa LL 0'§ M <1 11111tsi— 01 Al 1 BID. -C. a -a N*C a, . a 1. —oz 141 1 ` vc fAv I P -R ez P41 Uj C3 L:L: 0 CP z LLW C4 of (j, To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida signature a d:eal is only for the structural engineering portionsofth drawing pages bearing Engineer's signature and sea,. C) z 0 I —I 4-J V) *5 > V) U-) (0 Ln CL Ln (n ON a) — Ln ILL z F- 0- 00 z E z M Uj W z g 0� Cr3 OC) 0 > 00 r*-4 8 z R cr- Ln CC 0 0 U. fu 0 —j U- LL 0 U399 0 U r4 Cr < 3. a < Z LU z UJI Ln T-4 . L]j x < z Lij X < z '0 a I T-4 ro c) co 0 " ob Z D 0 9 rn. T-4 I A SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 7.0 CAA CJ3A CJ5A TYI&--.." CJ5A CJ3A CJ1A < 2 > '2 2 Xv ilk CJ5A C-J3A CJ1A < 2 Ln > �02 P. 2 2 J2 > UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Old x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA1 6 1810 9 - 1 Od x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 1 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 1 518"ANCH. /08) 10dxl-lQ HTT4 2715 5/8' ANCH. 1(20) 1001-112 i HTT5 4350 3740 5/T ANCH. / (26) 10dx1-11? HTT5 3225 518- ANCH. 8) 10dxl-1/2 K HD3B * 3130 3050 5/8* DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L HD5B * 4505 3785 56'ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718"ANCH, 314"STUD BOLTS TDX1 0 7845 — 4 - 7/8" DIA. BOLTS N LLIS26 116511070 1005/915 8 - 10d x W JUS26 1115/1060** — 8 - 10d P 1-111,0,26 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 3 112- HUS28 2570/4345 — 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 liar, 10 111.5 14-1 Od x 1-1 /2" U MGT/MUGT 3140 3140 22 - I Od X (1) 5/8" ATIR 5- EMBED W/ SIMPSON -SET- EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Old NAILS AND (5) 1/4"x 3"WEDGE BOLTS .X. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1 1030 1 12 - 10d HCP2 6 5- 555 12-1 Od 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 241, OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) 7AAf (A) A I )-?A I t - qk\—1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH �"Prf H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS (:� I 1? R;�01 R I JR—J --(A) ?2 PG INTERSECTIONS. SPLICING . C OW1 C R R TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" I Oro C1 V) (D Q) C—/�l 4--J LU 0 LLA F- IC3 LLJ c C1151 0 0-, < k Al I BID. *— -�-3 E 'E PIP g Ap 0 L&j cc 6 Lo N To the be belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z 0 P-.4 4-j * F3 110 In C) C:) z rn 11`0 Ln 2. in in z a) Ln LL F- cl� U CL 00 < E Z W z LLJ -j C) Lu z g H F� -0 Z Q- o 00 a IN 00 M z I LL Ln 0 0 L'u U- 0 Igg 0 u,0 r--4 < N im uj W Z z UJI T-4 Ln ug, -4 1 Lij 2: < z m T-4 rn cc) 0 CD r,j 00 Z Z :5 LLJ -C r-) T-4 1 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 7.1 . Me GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of ]Intel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32'dlameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units, 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, FWda Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTIVI C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load —_ + � 1 .0 Safe vertical [oar Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F441B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T FORM & GROUT SOLID IT r 9 0 #5 BAR CONT. 8F12-1B/1T 9) "V'LINTEL DETAIL SCALE - N.T.S, is is on F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QW. OF #5 F—REBA @ BOTTOM OF LINTEL CAVITY 8F16- B/1T 1 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS Y7rc--p-r—ec—aslTritels = 3500 psi. 2. fc prestressed lintels a 6000 pal. 3, grouted per ASTM C476 fg = 3000 psi wl 4. mayjmum 318" aggregate and &'to I I" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum not area compressive strength - 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M of S. REBAR IN. AT TOP (1) REQ'D "2 ALTERNATE POWERS STEEL LINTEL A A 4 "d C.M.U. #5REBARATTOP A —GROUT MIN. (1) REQ'D- 1-1/2"CLEAR *\—C,M.U. <1 § —#5 REBAR AT to U) � <1 UJ BOTTOM OF 0 0-* LINTEL CAVITY ui X uj /6 -BOTTOM REINFORCING PROVIDED IN LINTEL xdg� 0 M _j S Ci a t, � g ,--> #5 REBAR AT BOTTC 7-518"ACTUAL NOMINAL WIDTH ti R d <11 <7 AS INDICATED (VARIES) (Wr . a. L NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L:NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND Is APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. if lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the carrientifluos coating. See contractor specifications 4'-6" LL C�) IN L L L T-4" LL MIN. LINTEL PLAN SCALE: Y4"=1'-O" � (D rum U) 0 V) 0 Q) U—) LU U — 0 LLJ LU E V) C> LL fz— CL �= < 8, sc; D. N* C*. 11, C ca C-4 U tA W a LAJ si. 6 F L Z. ..... 0. �S%c C To the best of the Engineo"I knowledge, Information, and belief, the structural plan, and specifications contained ithin these drawings comply with the 2017 Florida signature and seal is only for the structur:� engineering portions of the drawing pages bearing En near's signature and seal. LO C Z C*4 0 0) N 14 P-4 V) V) M C� Z M Ln ON Z Q) — Ln < LL F-CY) lly- U E %­0 Z M Z WUJI CD _j C�I` Z.- Z Z80 L) Z �j Z 00 00 Z D Ln Z uj UJI F- Z 0 < 0 Lu Z Z LU Ln < < Z Z co 0 Z Uj rn T-Al 10. SCALE AS NOTED DATE: 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. 8.0 I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 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. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN-, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-114. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA, REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1-3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGQ: 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1_1480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LIL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 1:85M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S"FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI1TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: FV 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318. 1 - "A permanent si n which identifies the termite treatment provider for triatment be and need re -inspection and contract renewal shall provid6d. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigationis s all risers and ?qgstems includini ,Tdnld, ,i spray hea s sha I n t be installed A hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspeclion for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative camentitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., be made with forms. Permanent forms shall permanent metal or plastic must De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipri. If roirif 11 occurs before vapor retarder placement, retreatment is requir;T 9. FBC-R R318.1.5 - C7norete overpy and mortar along the foundation perimeter must be removed be ore exlenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extqidor vprti�al chemical barripr must be installed after construction is complete, including andscaping and Any soil disturbed irrigation. after the vertical baffier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building d ent b , licensed before a pest control company a certificate of occupancy will'be=. T�e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services'. 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, 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. 1,X110M4 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. < V) (D Qj 4-J 0 LU V) E 0 LU M (1) C) W CC2) F- E 8 .7 2 1('-'41 do < Ci A I A- S z j 2E. -_-4v C', L'�1:2 LL F L WE 40 J$o) UM '%'P4FESSv, . �,#q 4111ii,11111 To the best of the Engineer's knowledge, Information, belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's slgnature�nd seal Is only for the structural engineering portions the drawing pages bearing Engineer's signature and seal. z 0 cu N P-.4 C:> V) z V) M Ln 0 z (U < C LL Lr, CL O� U r-L 00 < Z z W LU u, z g uj C4 Wz, uj 0 do CD L_ 00 r*4 L-Li 0 >Z 6 Z z z 2: 2: (U 'a Ln _j <L cr S a 0 U p W 4 _j U4 aj:� 0 UJ W z z LU Ln LU _j UJI X < z 0 T-4 M C) z z t _j OZ 0 rn 00 T-4 :5 0. mu, ui z SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. SIN — — — I 101-011 TANK -LESS W/H CORNER OF__",? L___J HOME H C G GARAGE SIDE 000 51-041 9 STUB -OUT FOR Vr a C) -J LO GAS METER 0 0 ,qt 0 _Izz • 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. 71-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. W-61 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16" O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-11' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 0-off (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS O:NAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). S:OE UT :HERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + . . . . . . . . . . . . . . . . . . . . . . ... . . + . . . . . . . . . . . . . . 4 . . . . . . . . + + + . . . . . . . . . 4 + + 4. . . . . . . . . . + + . . . . . . . . . + + . . . .... . . . . . . + + + + + + + .0., (TyP.) 6'-0" 6'.0- + + + 4 + + + + 4- + + + + + + + + _0 _J + + + + + 15/32" CDX M + 4 + + + + + < PLYWOOD OR + + 4- + + + 7/16" OSB + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + 4- +K+ + + + + + + + + + . . . + + + z + 4- 4- � 4. \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6- O.C. EDGES & 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: r FOR 8d RING SHANK NAILS 0.1 13x 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. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Backer and Filler Block Dimensions Backer and Filler Block Dimensions BCI8JoIst BackerBlock Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber 1 Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". ,DOUBLE JOIST CONNECTION N.T.S. CONT. #5 BAR STD. 900 HOOK r— BOND BEAM REINF. SEE PLAN STD. 900 CONT. #5 HOOK BAR ---, I #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR REQ'D SEE PLAN FOR SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8'min. Small gap 21' min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist ocation V Series . Depth End Intermediate 8 9-1/21, 2-8d 2-6d BCI 5000s 11-7/8" 2-8d 3-8d 14" Clinch nails - 9-1/2" 2-8d­ 2-8d when BCI 6000$@_1_1_-7/8- -2-8d 3-8d possible BCI 6500se 14" 2-8d 5-8d 6" 2-8d 6-8d 7-7 11-7/8" 2-8d 3-8d BCI 60se 14�_'_ 5-8d Tight fit 16" 2-8d 6-8d 11-7/8" 3_16d 3-16d- 2x4/Plywood/OSB web stiffener 2" min. BC, 900 14" 5-16d 5 16d required when indicated or 4" max. 16" 6_16d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist, AEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. MIN. EMBEDMENT SCHEDULE FOR :-: AND QUANTITY )F FASTENERS SIMPSON MGT w/ (22) 10d NAILS TYP. GIRDER TRUSS 7��, r- 2X TOP PLATE 5/8,10 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR TYPICAL SIMPSON HETA20 TYPICAL SIMPSON MTS Boise Joist Blocking Vertical load transfer =1 900 pff max. along bearing wall BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls: - for vertical load transfer t, ,,,,—Plumbing HETAL20 INSTALLATION HTS INSTALLATION Vertical load transfer =1 900 pif max along load bearing wall. Load ring walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below over squash=20 blocks and Load bearing wall must stack over *Non -stacking walls blocking and wall or beam below.* require addi6onal wall or beam below.* Joist consideration. Check When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. local building code for appropriate up to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing areas=20 of high or--20 sinker TOP (2) #5's x 4'-0"--A lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE k 'oc' Whe 1'3/4 PENETRATION at bearing. A/C CHASE 4" PVC_ JOISTS OFFSET SLEEVE THRU STEM 4' 4 N.T.S. WALL . . . 0 , . .4 r I dequate bearing Use 1 0dx3" nails at Vo.c. for all joist for each lapped joist. 'a L4 . A�J$T blocking panel *Non -stacking walls Squash block Od nails require additional consideration.. (2x4 minimum) SECTION @ INT. BRG. WALL FINQ4 GRADE Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam OD IF LOCATION OF SECOND H10A a. SIMPSON H10A (WHEN "1 1 R UIRED) wl (18) 10d x 11/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le- (see table below) DO NOT cut, notch or drill flanges FILL CELL a r7�� A %" ROUND HOLE MAY --/ A 6"'r]�� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 V-0" 1 -1 - 1 �-2 1!-2" 1!-3" l-3" 1 �-7" 1!-11" 2*-4" 297 T-2- 3�-7- V-0- 1!-l" V-2- V-2- 1!-3" V-9" 2-4- 2'-11' 3'-7" 4!-2" 4'-9" 5-4" Span (ft) 16 V-0" 11!-11" V-2" 1!-2" 1!-7" 2-5" 3!-2" 3!-10" 4�-9" 5!-7" 6'-4" 7!-2" 20 V-0" V-11" 1-2" 1!-2" 2'-0" 3%0" 4%0" 4!-10" 5!-11" W-11 11" 7%11" 81-111" 24 V-0" 1 �-1 " 1 1-2" l-3" 7-5" 13!-7" 1 4%9" 15!-10" 1 7-2" , 8-4" , 9'-6" 1 110�-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE *2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nall with 10- 1 Od nails. "--)nstall tight to,top flange. Joist Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap -- Backer Block-,---' "Top Mount' I "Face Mount" Backer block shall be tight Backer block shall be fight 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet h,-! ht to requirements 0 * 6 X Joist 0 depth 7// i I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO .4 4' STEM FOUNDATION GRADE F. (D V 0 W 4--J LU ro M U — 0 Lij E 01- Z:) V) p C ce) C-, 0,0 il: co 00 C) It Al I 0__'F'D7J �N' tl Tn. BID lo _x N 0 �zo LL_ C,4 Z U, 0 Cn r?, 4-0) CIO CP R. , ;0! C� To the best of the belief, the structural plans and specifications contained MIN,, these drawings comply with the 2017 Florida Building Code - Residential Sth Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) z 0 0 > c) p V) M Ln CL (1) v V, 2: 0 Ln < Cn CL 00 z z E M W LLJ F- _J 0 z 1�0 "'a r 4 0, H uz, C* OC) LU Z Z r44 F 8- 0 lcl� z W Lr) < 0 Lu U J fo 0 Z z U.J In _J LU UJ z T-q 2: < Cn < z (=) Z r-4 Z co U.J 0 06 :5 X: rn r-I .0_ U0 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. SN 1 191 Atill; PPPtAP TYP. FND. PENETRATIONS SCALE: N.T.S. ninr! %1r!r3-r1r%A1 'rL-Irjl I rK[r'% TOP (2) #51s x 4'_0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I 7_ A ..4 L .1A A \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 141- 4 44. 4 4' .0 .4 .1 4 4 A SEE FND. PLN. SIZE & REINF. TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION _j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Ty P.) I VARIES 5/8"OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL­J NAILER STD. 90-HOOK (SEE DETAIL 1 2x#2SPFSTUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE _X (1) LAYER TYPE 11 (#30) (2) #5 CONT - ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 1 A (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. A -PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. -HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2� APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 2" @ 6" MAX FROM END OF 2 x PLATE C14 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I KUN-j (,-jtt UVLI1- I CiLoNtU.) VV/ 811 METAL PL. UNDER EA. TRUSS -MOISTURE BARRIER TYPICAL INTERIOR BEARING -SHINGLE ROOF -7/16"O.S.B. MIN. SEE ROOF WALL VV/UU I UFLlt- I ( GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIESk FOR ADDITIONAL SLAB INFORMATION. -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SCALE: 3/4"=V-0" � S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. ST BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD. A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, SHEET LOADBEARINGOR --- / / 1­1� 5/8"OR 1/2" HIGH STRENGTH �_TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @ EACH END (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl ABOVE) S.P.F. DOUBLE 0 0) 1 Old NAILS WHEN TRUSS ALIGNED WITH S.P,F. DOUBLE TOP PLATE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" 0 ' S B (12) 10d NAILS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS 5/8"0 x 10" "J" BOLT @ 24" O.C. W/ 2"4/116" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE OIL O.C. OR 5/8"A O'WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 211 WWF OR FIBERMESH z ELEV. 4-3 1/2" 31/2" MIN. 31/2" MIN. .k A.F. F. I> A 3 1/2"(min. - Ar. 1T,_ TT= F H km 12.6%11`0111 (2) #5 CO- T. U.N.O. MIN. TYPICAL BEARING WALL C@ STEP C@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00's 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. ROW 2x BLOCKING @ MID HGT. FOR WALL,HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". _414SULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (110) 1 Old NAILS 2x P.T. BOTTOM PLATE WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. --z 1*411 j U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" ktj n%JVVO VV f_X F)LU%,r\llNU liXI TE: BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8"x8"X1 6" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS 2x STUDS @ 16" O/C NO SEE CC/S3 OR #5 VERT. IN FILLED CELL cli LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 SOOK DETAIL SIMPSON SP1 w/ -8" C.M.U. TYPICAL BOLT INFO. 5/8"4­'J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10) 1 Od NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE- 3 TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ FINISH 1 x2 PT WD FURRING C@ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE 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 LA \\ AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 IXI:: /--NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ;0 Z 6 MIL VAPOR ;e BARRIER 4 C> COMP. SOIL. (COMPACTED TO 95% 9:9 2 MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.__/ ON 3" CHAIRS TYP. L4- 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS 2� PAVERS� 2 4" x 0? SEE AIS3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 (11 STOR") / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) I 't8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24!'MIN. LAP] #5 REINFORCING x x / SPACE ANCHOR BOLTS 6" MAX FROM W/ (10) 10d NAILS C14 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED J7! BAR END OF 2" x PLATE TYP. ASSUMED FINISHED -I d PER MANUF. N��-#3 OR #4 REINFORCING BAR X Uj GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi x ZI x CL ;2� FINISH GRAD E [GRADE 60 y= 60ksi I> MONO OR STEMWALL___.1 25 MIN. LAP [30- MIN. LAP] FOOTING MONO SHOWN x Uj Uj FOR CLARITY 00 6 MIL VAPOR BARRI R C166�1 66 "�66 7 7,� R 17/8" < (n 4, I> C%j ;� #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. _71 .G E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :: - �Ei I 1=1 I 1=1 I F1 I F��I 111 2� r T. a I I:- I #5 LAP SPLIrF (2) #5 CONT. NOTE: I I I I _-:J I MI I 1=1 I F lcr�, *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTIM D1557) 411 V-4" III 11=111 I I F9 I F9 I I I I 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" 3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH (min.) 4"--\ A. !6 GRADE ;0 _11�, IL�F_ 7--1 PE71 I P;�i RiAgm I E 1 �7 (1) #5 REBAR w/ OPT. _M_ :REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" ""i,, S3 EXPANSION JOINT BLOCK WALL BEYOND 13" E O.H.D. RECESS cl) 14 W. ...... '4W 00 -410 410 SEE AIS3 OR J/S6 711�_ FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (11 STC RY) 1 �4' (2 STC, RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01-011 CONT. BEAD SEALANT INTERIOR 2X STU 4 4 -31/2" A GARAC CONCRETE NAILS W 1 1/2 1/2" GY EMBEDMENT @ 12" O.C. >1 W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB,,,,,- 6x6W WWF C =IT=_1 6 MIL VAPOR =-.I I I EE 1 7_�:H I 1��I I FEE BARRIER ::I I IZ Z -Ll-, Z 1=1 I 1=1 I =1 I 1=1 I 1=1 1 4" 411 J._� INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-101" "`i,,�S 3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 10.1 ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F� SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOPCHORD FOR TRUSS AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN Cr%D OT01HIrITHMAl BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 0 0t1UCr%Hl C ON 3" CHAIRS (FYP.) 1 8" 1 1 8" _j TYPICAL INTERIOR BEARING WALL W/ UPLIFT K�`G� SCALE: 3/4"=V-0" �3 11/2" RECESS FOR VARIES x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH W LU SEE FLOOR PLAN FOR W W STRUCTURAL COLUMN SIZE (0 & BASE CONNECTION INFO. DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR wl 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. E ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN YWALL SCREWS @ 8"O.C. ATTACHMENTS LATION PER CHART SQUARE CMU BLOCK BASE, COR PLAN SIZE VARIES PER PLAN BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 SIZE AND REINFORCEMENT) C R FIBERMESH 2 BRICK PAVERS or SLAB PER Y-O" FIN. FLR.jk COMMUNITY SPECS -- -- --------- A WK61 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0) S.G.D. ��M SCALE: 3/4"=V-101" \, S3 MASONRY WALL AND _T`*<> 1 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Cl) Z GRADE 4 LU ��I I 5E1 I I F�I I FA -111 Uj LU 711 I= 0 0- LU LU = LLI 0 = z Q -El I EE 4 FOO111- I F BEYOND :)AD REINFORCEMENT-) 3"MIN. CLEARANCE :SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. �1_ CD < C1 --I ia_ 1011a Cz 4-J LU Li 0 u- 07� E 53 C'-) 0 LU 0 C', :0) c) 17� .< A I tv[g z CD U_ - L L 0 0. % -5- To the nd belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature -and sea[ z C14 0 a) N P-4 4-J C) Ln * 5 1,0 > V) Cn C) C) M Ln < -0 CA .- 0 z (1) Ln rL U CL 00 z E z W LLJ CD -1 0 Mj Z, 1� C/) < zi Uj LZ,, 00 00 < z -0 1 Ln 06 0 C:uj 0 U < 23 fl. -Z =:) rj 0 ILL. U4 a�:� z Lu Ce, Z LU Ln L;j z 0 (y) 00 z 0 rn 4 CL SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. S3 SEE ELEV. 4�TYP) SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION VARIES 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING _(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION "-----,---PRE-ENGINEERED WOOD UPLIFT CONNECTOR TRUSSES @ 24" O/C (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 NAILS STUD W/ (3) 10d PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C SIMPSON SPI wl (10) 10d EDGES & 8" O/C FIELD NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA ' TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4', DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW KNOCK OUT — BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED )#5 FOR CONCRETE PLACEMENT 7 Nil 01 NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. QSEE 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 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� Z _j a 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2X6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 7, T GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR A ..... MOUNTING BASE DETAIL SCALE: N.T.S. 4 \ SCALE: N.T.S. 4 1 4 -1 _� POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING ­rt 1 ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. �4 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) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL FB@L 4 4 4 4 DOOR STOP UJ MOLDING 4 R a - co 2x TOP PLATE GARAGE 1\� DOOR 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. of v 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 TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ZT! P 7.) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ­CRICKETAS 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 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 900 HOOK IN K.O. BLOCK - ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT wif PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wif (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 46,. SPLICE STAGGERED 1 Od @ 8" O/C . . STAGGERED FROM BOT. ATTACH ALL SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK-----// EXTERIOR STUDS REINF. INFO. W/MOUNTING ANGLE W/ Y816d TOENAILS TO P PLATE NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NOW CK BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BU �K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �4 � �4 F= 2240 LBS SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2 (3) (2) 1 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" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x`10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B 1� SIMPSON SP4 wl (6) (2) 2x HEADER SEE PLAN 1 Od x 11/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 �4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 1 Od NAILS @ 81, BOX HEADER EXTERIOR HEADERS: ONLY O/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x --- OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 11/2" EACH NO SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP, U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 5/8"X1 0" "J" BOLT @ 24" O.C. MAX. MIN, (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS 4 4 SCALE: N.T.S. � �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) PF) T.R. ROOF TRUSS ABOVE 2X BLOCKING INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMIN G FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/Sl FOR 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY Spi K.O. BLOCK W/0) SIMPSON SIMPSON- J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X1 0" J-BOLTS 2X P.T. PLATE @ 2-4- O.C. SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON SP4 RECESS SIMPSON SP4 LINTEL 4 2X8 P.T. BOT TOM PrTE B \-5/8"x10" "J" BOLT @ 24"O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ZAIJ 11. 1 bu I I . 10M PLATE UU 5/8"X10""J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) MASONRY WALL 0 @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING a 0 BEYOND. o- - N -PLYWOOD FASTENED TO TRUSSES o L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD 0 o o L L_ 9 SIMPSON SP4 w/ (6) 1 Od x 112" (USE SP6 FOR 2X6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING e SIMPSON SP2w/(12) 10d NAILS MASONRY o 5/8"X1 0" J-BOLTS @ 24" O.C. * SIMPSON SP1 W/(10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM o PLATE) o ALTERNATE: T­ 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 M 0 <C i --- LU Q)m 0 0 Uj (z) 01- E M LU -- 1 _T_ 8 1 cv U-§ C) I g la'_1 A R D. N,C,11 D C SF !:�5 E-4 5i C', W ir ­ LU X; z cc "F� (3 C. UM ov. L To the best of the Eng ear's knowledge, information, and a p�nns belief, the structur I a and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Enoineer's signature and seal is only for the structural engineering rtions of the drawing pages bearing Engineer's signature _aPcn)d seal. C:) z r_j 0 (v N 0­4 4.j C) V) ­ :3 to > C) z4..r CD N Lr) fO In < U_ z CL fy) T-4 W U 00 < E z I W z LU CD _j C:) to �i Z, 00 00 r-4 zi lu z z I Ln 0 U U) z < U_ 0 Ljj 948 C) U4 a�:::I �!e � a < z N uj Mg. u- 2 Z U.1 T-4 Ln ULj 1'0� fl� 8 cn C:) < z z ca 0 C*4 I 00 Z ILIJ < r_1 v__4 CL Ul) SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION N 0' 10 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2"SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU I SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2) 16d NAILS —\ SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL 1. OUTI 001(ER OUTLOOKER QDIZ CnD %A %AIAI I HOC: ')" Ar EA TOP CHORDOR @ 24 O.C. NAILING SCHEDULE FOR UU I ILILIURLK MNLJ 11MILINU SCIHICIJUILIZ @ 24' O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING F FIRST FOUR x 714, ROWSOF 45* 24" MAX. TOP CORD BLOCKING 45*± 2' 2X4 CON71" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA W/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO�S 13RACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8"FROM OUTLOOKER EDGESOF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2X8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8--0- O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2X4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. SS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACHJOINTW/(2) 10d LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ZIA -,,----FROM BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS I AND 12"O.C. FIELD 2"x4" PANEL BLOCKING @ 48- O.C. FOR THE FIRST 1 OdX3" @ 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED DQ I INI '0 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD I w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 0 - 2x47' ON TOP OF PANEI RI 00-11 WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) - O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4' O/C SPACED INSTALLED PER MANUF. 2"4" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 481, O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED wl (2 5/8"x 10"J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2"NAILS AT 6-101" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x? 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4"TITEN @ 4'-O"O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4' SCALE: N.T.S. �5 SCALE: N.T.S. TITEN ON OUTSIDE RArKNAII W/ 0I Irld q SIMPSON H1 OA w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES Ivu X I I OUTLOOKER AND NAILING SC HEDULE 2x4 OUTLOOKER 77 FOR SHEATHINg DETAIL r @ 24" O/C 2x4 OUTLOOKER @ 24" TOPCORD N 4" MAX. 24. mAx. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSSBRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT It 'I-, r"L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,.,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)116d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NA NAILS LS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS '-\�2x BOTTOM ATTACHED 48"A BLOCKING W/ (2) 16d TOENAILS 1.-2X47" ON TOP OF PANEL Ll BLOCKING, FASTEN WITH M 2x4'7"ON TOP OF PANEL 1 0dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"4" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER IMATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT Ut5L. I UV VLA It TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION r4 SCALE: N.T.S. SCALE: N.T.S. �5 -REFER TO DETAIL J 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL---,,,.. OUTLOOKER r@ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION co 90 to SHEATHING DETAIL FIRST FOUR ROWS -1 -11, OF TRUSSES @ z , 1/� 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOODTRUSSES Z" go 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GAB E RUSS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" /;OSB AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. - 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL NOTES: (D = 0,207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS - SEE PLAN FOR TOENAILS @ EA. END --------- 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS - - CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'7"ON TOP OF PANEL-/ r OF I HE LAS I LAMINA I ON jormF_ P%O oriv" 1-4 r-vn .1-r-L T) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION T 7 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION ( �D B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) - SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION le 9 ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �5 2'x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOODTRUSSES OCATIONS) 1063" O/C 21lx4l' TOENAIL 6"O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS IrUAX JOINT �411 1 1.1 1 1.1 L L- CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. ` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. � S5 V BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124- OIC (TYP) I v N 0 z BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM1 OKTA w/ (4) -MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4' \-BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T'BLOCKING @ 48' O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @:4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(! SCALE: N.T.S. S5) 2x4'T'BLOCKING 2x4 BLOCKING @ 48"O.C. 1" BRACE ATTACHED�_ -11d NAIL W/ 1 Od NAILS @ 4" 0. . TYPICAL :j—/j GABLE TRUSS WEB --/ SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM 1 -4 BLOCKING @ 48" O/C ,.-GABLE TRUSS .�= TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE(;) AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X- BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. k, S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2'x4" (U.N.O.) "L"BRACE 74' (U.N.O.) 1" BRACE 24" 0-0" - T-O" 31-0"- 61-01' 6-01" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 114-0- SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Cr LU 0 CORNER JACK L) LU z x 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL M N 9 TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D .M C> Ila 0 v)(D C11"I 4--J �e 0 L_U _CD_V) r� E U LU 0.r -9.= Al I MID. N C B*" C vwxl , N511r N !Zi E U7. HtL�z W (un) M :�;W� 01, To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's lignatu re and sea) is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal C) Z r-4 0 (L) r-, " :!.e C:) Ul = %D > (n M 0 z Cn V) M Ln :2 C<L Cn v rk N z U", U_ 0­% < 0.00 z E z W LU Mj g 8 0, H 00 1- uj 00 U) z :D C x 2: Lr) LLJ M 0 U 0 0 0 1,61 rj U_ U4 2� =1 < Z z UJI Ln -.4 1 Lij 2: < Lij x < z 6�6 �Iv w T-4 co a r-4 06 z Z :5 t- U LU 0 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. S5 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.1 INSULATION— 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLO R PLAN ALUMINUM DRIP EDGE Q--) ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS 1 ATTACHED WALL SHEATHING TO 1/2"GYP WB (2) TOP PLATE W/ 8d @ 4- O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS Uj = W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od I _j UJ LAYER 1/8"THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ —INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 — CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA S6 A S SPACE INTO APPROX. EQUAL AREAS. ?E000 FLOOR SYSTEM ETAL SEAT E 0 OR FELT 7PLAN PAPER FOR MOISTURE INBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FIX WD FURRING @ 24" O. BASEBOARD MIN. 2500 PSI CONC. SLA1 MIN. PSI MAY VARY PER MUNICIPALITY I C I .. - ' A Cl) _0 6x6 W1.4xW1.41_'1TH' WWF OR FIBERMESA STD, 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/11#5 ROD CONT. FILLED SOLID W/GROLIT A FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU U 4"X4" INSPECTION PORT AT j I= 0- EACH FILL CELL TYPICAL LU (0 C. AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR C14 CURB DUE TO SLOPE 3 NOTE ; EXTEND DECO FINISH 410 6' BELOW GRADE I; �A 00 44 /FINISH GRADE I:. 'a oo A . j . .,d � q ... — 2� �'—STD. 90'HOOK (3) # 5 REBAR ON �U���_ ' ff 13" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 SIMPSON LSTA24STRAPw/(8)10dxl 1/2"NAILSTO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2"TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL' UK SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W1 O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6' O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS SCALE: N.T.S. �6 2"X4" PANEL BLOCKING @ 48" O/C FOR THE FIRST V-101" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS ­1 1 1 SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO TX4" BLOCKING E S6 2ND FLOOR FRAMING SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEPSCREED INSTALLED PER MANUF. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 2ND FLOOR FRAME CONNECTION �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � �S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEPSCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION ( B @ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS USS) DETAIL (FLOOR TR SCALE: 1 1/2"=V-10" �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. rb V-15". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE 1 � I A SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" FEMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH F I A A 4' 1;+ 1(3) #5 81- V-8" 8 CHAIR W/ 3" MIN. CE CONT. ON 3" INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1 S6 ADDITIONAL SLAB INFORMATION. 15(37 OSB FXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND I =-15132"OSB 410- EXPOSURE 1 F SHEATHING SOLID 2x U) a BLOCKING @ ALL zi 14 SHEATHING 0. EDGES (SEE OPENING 1 SECTION X-X) W 0 ir Lu W _2xSTUDS W 1: BEYOND. U) SEE PLAN zi 0 11 �� � (1) FLOOR SYSTIfM 1 1 1 (V j I 11 11 11 1 \"-2x' 4 P.T. BASE \—@--'HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT. 4 FT. — (D 5 FT. 4 FT. 2 FT. 4 FT. 4 FT. -ROOF NAILING ZONE DIAGRAM ROO NAILI SCHEDULE F NG : NAILING ZONNE�SHINGLE AND TILE) W. ;� ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6'O.0 IN FIELD l- 2 ZONE 2: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD - ZONE 3 8d RING SHANK NAILS (@ 4- O.C� ON EDGE AND 4' O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16- OSB MIN. (SHINGLES) $PAN RATED 24/16 a LU P 0 CC , W 8 0 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH cc 0 _j � PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U. z U. STUD AND OR BLOCKING AT ALL EDGES. 0 0 0: LL A MINIMUM 1/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" 318" "S"- NAIL 3/8" SPACING 1/2" S 112" S irr SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING NAIL AT BASE 2 ROWS LM 4- O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3- O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL 41"P' 31'4 S SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS (9 4- O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS O.C. ( ) d N L @ 3 WALL SHEATHING INSTALL. STAGGERED SECTION U_ & NAILING SCHED. I Z P, 1A 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2x CRIPPLES @ 2"x10"OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR - REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 1\ �4 1 Od NAILS @ INTERIOR HEADER: 81, O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x 9 EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) .0 TYPICAL (U.Nii) 12d TOENAILS 9 OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON W LS30 w/ (6) 10d x 11/2" EACH SIDE 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. WWF OR FIBERMESH SLAB W/ 6x6 W1AXW1.4 ... 4 �4 . . A 4 A 4 4 A. .4 (3) # 5 REBAR ON 3- CHAIR 4" 11-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EAEND EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16- O/C 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. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 DE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. v S6 z 9 (D <C __j Lu U Lu 0 Ch 0,_ =3 10 9 121 _� Lij F- E 8 CO c" CR 0 U_ U < Al I BID. N*C,11 D,� � * "TV E C� 6 r__ LUUA to CP Lil FF < L 20 5r. fell C) -�p �!_ ­- LL , ;NL 6 c S�Ok' Ili /11:t1NtW1) I To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signet re and seal is only for the structural engineering portlous of the drawing pages bearing Engineer's signature and seal. 0 0 Z r-4 0 (1) r-, N-4 :!=! CD U') = %0 (A rn z M Ln -0 0 Ln z < - L a 0:: 0--, Ce >. U CL 00 < E Z 3i CD WUJI _j CD LU z g z Lz" a) 00 U uj N L 00 U) 'I z 2 Ln 0 U C: 0 - Ifl6 Ct U— < Z V" a Lu ce Z UJI Lf) Lu < z < z Inn c) co 0 r%4 Z UJI r1l r SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4 x 11 JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH­-� INTOSTRINGER D --,-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN V1 EW SCALE.T- = 1 '-0;' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DICC AKIM DI IKI 1KICnDRAATInKI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS FLOOR JOIST Imiliniub SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING 7 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO <i_ ) 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL ---2xl2 SYP BEARS IN WALL '--2x6 SYP B 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x1 2 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER 'R MAINTAIN BETWEEN J" 77/ ANDJ"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR IX 1 x4 GLUED AND NAI LED TO STRI NGE R STRAP GLUED TO -N_,,.-2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST I /L ILL NOT TOUCH STRINGERS [loll I 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS) CTION VIEW "A". SECTION VIEW "Bit SCALE: 1 V-0" SCALE: 1 V-0" LIGN THIS STUD WITH FACE OF 2nd RISER D z"', -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION R D STURE OVI CIE MCI P OTE TION LATTACH ALL COMPONENTS OF STAIR TO CONC. W1 J" X 2 TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32- O.C. 1X4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUSTNOTTOUCH STRINGERS G BEARS IN WALL 2x12 SYP BEARS E IN WALL 2x4 BLOCKING FOR 2x12 A 2x4 PT UNDER 2x12 2x6 SYP 9-4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 wl 2X4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAI LS) AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL_­:�'nz. Alz.31RINGERCONIACTPOINTS DOES NOT BEAR IN WALL SECTION VIEW "Div. SECTION VIEW "Ell. SCALE: 1"= V-0" SCALE: 1 V-0" FILLER STRIPS ADDED z--j" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING lak A I -2x SYP CUT TO FIT BEARS IN WALL ------2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 " = V-0'; 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 " = V-0" c —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON lo "I-2x8 AND 1/2" GAP TOP AND MTS1 2 wif (14) 1 Od x 1 oo SYP GLUED BOTTOM, GLUED AND 112" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2X4 DRAFT 2x12 STOP TREAD 2x1 2 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS E--- I 'lf2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS /2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: il = 1 1-0. 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED INTO FLOOR WITH GLUE­A:F STRINGER CONTACT POINTS �Vl 't2x8 SYP DRYWALL STOP MUST TOUCH STRINGERS x/NOT GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H ,( �E SECTION VIEW SCALE: � = 1 --0-; -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW licit SCALE: 1"= V-0" TOP OF TRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK % PER CONTRACTOR PROVIDE BLOCKING % ----2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. XFLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 0 BELOW ALL NEWEL POST 2X4 CUT ON OR 11 x 16" VL BEVEL GLUED FROM JOIST TO JOIST, USE bE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST, SECTION VIEW "Gil BLOCKING. SCALE: V= V-0" SCALE: 1 " = V-0" SECTION VIEW SCALE: 4., = 1 .-0-1 STAIR CONSTRUCTION DETAILS (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED JOINT - TO )ISTS) NAILED AND TOP PLATE qTO RIM BAND, ID NAILED TO VVALL BELOW JOINT - TO )ISTS) 2X STRING�R 2X B OCKING PSON MTS 2 wif 1 Od x 1 1/2" NAILS ' D O7R�'� 3� 2X BLOC NG R R IS .SLVARIES ECTION VIEW "Hit SCALE: 1 " = V-0" 0 0!�2 C Z; U) LU C) U 0 LU V) E LU Cj — , to go 7E c-, 0 0 C:) C) U. 00 § 00 LO A1 R D. 11 C*11,D,C "s - PH- I C', Cal L 0 S.. LL lu E �4 1411111 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering I portions of the drawing pages bearing Engineer's signature and seal. C) z 0 0-4 4-J C) Ul) — %0 C) 4-J N Ln M Ln C<L tn:2 w Lx W < U_ z cal u 00 z E,­ z LU W _j C) Z., --0 0 �z 16 00 00 i.-ul > U) _j z 2: 2: Lr) LU 0 8 < r ffi 047 Cr ggi r-4 LL_ d � 811 g a uj W LL Z LU In Q Hh I Lli < < z F- � 1 � ro C) r4 z Z tu z ca 0 06 Uj a z Lu rn 1 0- Ul) § SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. ST 1/2"DRYWALL DOOR JAMB (REFER X 4 11/2" DRYWALL DOOR JAMB (REFER 1X4 1/2"DRYWALL DOOR JAMB (REFER F-1 X4 F 1 X '1'4 L' UNACCEPTABLE INSTALLTION MAX. 8" 4�# 0* TO SHT. SDW2-K1 TO SHT. SDW2 -K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS. ##* 2-x BOT. PLATE W/ (2) 10d @ 6" 01C.. FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 V #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ _1 X 4 F 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING 3-1/4" LONG URRING TAPCONS #5 REBAR 040 AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 8d @ 4- O.C., 2 ROWS STAGGERED TAPCONSSTAGGERED 2X8 X TAPCON. INTO STAGGERED @ 16' (TYP,) #40 , r 1 ya BLOCK@ SPACING O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16- O.C. 1X8 1" DETAIL 2-ROWS INTO 41 2x PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 3" DETAIL 90- HOOK (TYP.) STD. 90A BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) 4%, BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 'x METAL SEAT PLATE VN TA P TAPCON @ 16" CO N 0 C 4 FR O.C. & 4" FROM 1X4 P.T.— 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1X4 F 7 /1 U Lil 1%� I r :1 1 7 NOTE: C LA LAP SHEATHING TO EA H E ND V� EACH END W/ MIN, DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER K FOR T --- BOTTOM OF BAND B 2H EDGE DIST. 2 EDGED IS_ TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAIL 6 4 1% JOIST TYPICAL FOR CONN. DETAILS, FOR CONN. DETAILS 1X4 10d @ 12" 0 C *4 1�* 41 FURRING TZ/ v \- 2X8 P.T. WITH ". X 3/16" X 3" ±27 NOT FIRST COURSE L CNIC SIMPSON HGAM10KTA @ 12" O.C. 'S P T LONG TAPCONS 2X8 P.T. w/ (4) 1/4xl 1/2"SDS SCREWS ) 2 p T A" x P.T. AS REQ'D STAGGERED @ 16" O.C. 2f%8 IWO BAND JOIST & (4) 114')Q 3/4' TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES I 1 1 41*1 -WINDOW ROUGH OPENING BUILDOUT OVER SIZE DOOR SrCC LED CELL PER 1\ FOUNDATION PLAN FILLED CELL INSTALLATION t H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE� N.T.S. � �S 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. = 1610 # FOR 2 STRAPS F LL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4"MAX 2' 81- SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL IS 2 PLY INSTALL SIMPSON LGT2 wif (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION BLKG 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL OLEIN 0 S�j B - FOR ,7 LL 1: S POLY CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS nr R BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END \\\-2 RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR--' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1 1/2' 1-1/2" THK. OR MORE BUCK WITHIN 6"MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM. 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY 0 (2) 10d NAILS @ 8- O.C. ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. O.C. 12 + + + PLYWOOD SHEATHING 11-011 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + ojt�FINISH FLOQ 1 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4"TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INT PER NAILING SCHEDULE LL TO SUPPORT /4" MAX 21-0" 811 TRUSS + + SOFFIT BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A wif (10) 2X4 SYP IN TOP 9 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT/ N 7�717 CHAIR BLOCK 8d NAILS @ 8' O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTVY4., PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR q,- 14 T MONO FOOTING x (3) T SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL 7 AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY-J SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SOFTIT DIRT k TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PI PRECAST LINTEL ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DE PTH SEE ELEVATION gor HOOK #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CEL START OF ARC 8d NAILS '--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0') BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL_ WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16" INSTALL WDW, SCREW--,--� THRU OSB INTO 2 x 8 O.C. Sk ANCHOR INTO ARCH BLKG. rK­�� STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM REINF. PERLAN AND STEMWALL - MONO TO STEMWALL FOOTING SCALE: N.T.S. �s SCALE: 314" V-0" SCALE: 3/4"= V-0" � �S SECTION DETAILS SCALE: 3/4"= V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 1 Od x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W * W , M , AT PERIMETER 1/2" NAILS TO STUDS & (1) - -A COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION 5/8" DIA. ALL THREAD ROD �i #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SEr' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-4- EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER ,-F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL h. Uj REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. CL 15 PRESS PANEL REINFORCING INTO PLACE. #5x6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING (2) #5x6 CONC. IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 U-) FILLED CELL SMOOTH. DO NO FURROW. C14 DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 101. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 2� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 0 t<, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 16 -'0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \--,—(2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 01 COVER EA. WAY SE CTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1\111 � SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"= V-101" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. V) (D (a) —/"3 C 4-J LLj C5 IT0 0 LU I(D V), (-) LU F-- C14 A a I D. .0! CP 0 0 C3 0 To the best of the Engineer's knowledge, information, and n 3 within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C'4 0 0) N 4-j CD M Ln z < 2 Ln F- fa 0� U a 00 .< . E W z z LU Z., z � ox, pi Ch $ 1 00 00 z Lr) 0 U C/) Lu igg U-i 0 Z LU I L!j 2: < < z 0 " z Z Uj 0 rn 06 T-4 :5 01- V) SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEEr NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2"= V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS­7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. ---/—WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" DIAGONAL AT 8'-0" MAX CB VVI A.- I %ju tw L_r-%%­1 I I r1%j%^j VvL_Lj TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N,O. 2x8 BLOCKING NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ---/ CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS ROOF SEE PLANF___.� SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A ,E N SHI PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER VUSSES HIP SIDE OR BOTH IF REQ'D) G.T C (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48- O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM qC 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" l'-O" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1/2"=V-13" )IMPSON HUC410 W/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI NIFO (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @ TRUSS 8 U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR 1 ri L -_14 1 TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN wl (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8- O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 W/ (7) 1 Od & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2"= V-0" kSEE PLAN k I FOR CANT.1 COLUMN SIZE& BASE 1 7/16"OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. LF+ SCHEDULE/PLAN 7/16" OSB FLITCH PLAI E SEE FLOOR PLAN OR REQ'D ONLY WHEN COLUMN SIZE & BASED INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0* A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 1� 5" COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING I!M ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL"' ENTRY FRONT WALL SCALE: 1/2" l'-O" 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I : - FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON Z LUS26-2 w/ (8) 16d NAILS TO v SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X1 0 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" 1' ,1k VARIES 'T -------- 2x STUDS @ 16" O.C. x ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 W/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END —MIN. (2) 2X4 FOR CONNECTION SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES —STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHE kCHEE D PER NAILING SCHEDULE DULE JE< 2x BASE PLATE W/ (2) 12d VARIES W/ dkVARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16- O.C. ALONG W/ ROOFSLOPE SIMPSON LSTA30 W/ SIMPSON MTS1 2 W/ (14) 1 Od x >,,� (22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL—\ jrl If z ��, / SIMPSON MTS1 2 W/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. �'-2X4 CONT. W1 (2) MIN. 2X4 #2 SPF STUDS @ 1 (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO vv HETAII 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL It OR BEAM BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4. (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. 4 W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR . TO GABLE TRUSS LOW ROOF TRUSS (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEARTRANSFER INFO. 4 SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY,/ �8 CONNECTION - r22"� SECTION AT HIP GABLE 'N SECTION@ BUMP OUTK'39 SCALE: 3/4"= l'-O" SCALE: 3/4" = l'-O" SCALE: 3/4"= l'-O" SCALE: 3/4" = l'-O" SCALE: 3/4"=V-0" 111"� DETAILS & SECTIONS 0 2f 2f 2f (D C—/) 4--J ULI La V) V) LU cm Cn Ch Al I '�\"­g?v, 'N le. ft Z z 01) U) %_ Ckz FL aM z 44) ­ LL U1 FES 4' %//11111 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal Is only for the structural engineering portion$ of the drawing pages bearing Engineer's signature and seal. CD CD Z r-4 0 (v N 4-j C) z < V) M Ln 0- . 1. L_ N 2: z W .2 LA < C U_ CIL Cn % 13� 3_ '.4 < CL 00 z E — LU W _j C:) 1.0 u 0 9 rz U 0 OW gn �� Z, jui 00 U) (1) .> R 00 z C I LLI 0 Ln U) old Lu U Cn 91. 0 C-4 LLj < z z LU Ln Lij Lij x z z 0 06 Z 15 U Uj T rn 'p-4 CL V) SCALE AS NOTED DATE: 1/4/2018 TECH: ERAND VERSION IN 0' 10 SHEET NO. D1 s U e (1) SIMPSON LSTA30 wl (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 1 Od x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO (& SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB n (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DET DETAILS IJ*) FLOOR STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUI 2xSTUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS ------- 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �4- % SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 -n —FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON—\- x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. E N D FLOOR DECK INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS I I TO HORIZ. TYPICAL BLOCK 1/2"GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 1 Od (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED z� SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 wl I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING J TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 11/2" l'-O" AJS BLOCKING PANEL @ 24" PROVIDE BLOCKING JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH BLOCKING BELOW. SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST- END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER MASONRY WALL (2) - 10d TOE NAILS SIDE OTHERWISE DETAIL CAN BE IGNORED EACH FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR iI( �3 HEADER CONN. @ 2nd FLOORK-4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" l'-O" SCALE: 1/2" l'-O" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP —7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" N Typ- A�] 2-2x4SPF SIMPSON CS1 6 w/ MIN. 12" END SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W1 (11) 1 Od (1) SIMPSON LSTA30 w/ (22) 10 d--, CLIPS) NAIL BACK LEG OF CIPPLE TO 0 (2) A. NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE N NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS HEADER/STUDS (2) 2x HEADER SEE PLAN X HEADER FLUSH TO OUTSIDE IDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER iSILL NAILING AREA (TYP.) (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR ?�,� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 1 Od NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN T' 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE w/ SIMPSON LS30 w/ (6) --------- PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION FLOOR SYSTEM OR - - - - - - - - BASE PLAT E 2x CRIPPLES @ 16" O.C. O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 1 Od x ERED (�F S I M PSON SP4 w/ (6) 1 Od x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B B C F(E)� FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. . EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, I I OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN F 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE LA 2 x 4 �2'SPF S�I]IDS INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN V. V. X. 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTAI 2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS =7 N.- .1 — 0 U :Zt TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS wl (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE K'5� 2 STORY ONLY. HEADER CONN. 2nd FLOOR STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR WALLS SHEATHING CAN STOP ONCE UNDER 6� 2 STORY COL. @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" l'-O" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" V-0" J --ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE r'�CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED LL /—(2) SIMPSON LSTA24 w/ (18) 10d NAI (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 wl (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STLIDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4-4- WIDE, SILL MAY BE S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ _'��2x 2x CRIPPLES @ 16" O.0 - (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x (2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING A� WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 GREATER LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, 11� SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO 4. A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS SIMPSON (2) MSTAM36 wl (7) 1 Od NAILS & (4) 1/4"x2 1/4" LL--' TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS < K NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. -_, AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL rj_j-\N SCALE: 1/2" = 1%0" SYSTEM 42 SCALE: 1/2" = l'-O" SCALE: 3/4" = V-0" $ 0 _j [3- U) —/) C 4--J LU 0 ILLJ E LU CA Lu -8 cl) .1 C%j 0 -9 § = U_ c) � M to F� < LO WID. �0 r \a Lt U5 9: LL 12.9 FLO LL LU ESS\ 0 To the best o belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) z CD Ul) > z U-) (10 Ln z Ln F- C>L U . U 0.00 z E z W Uj C:) 1 0 %D L) MLU 00 U) R(" > 00 z M a C) W x cu U-) U) U C: od U) j < F LLJ <0 9 a:j t�Qj� Z < z LLJ _j T-1 Ln Lii g E 8 Lli < x < z 80� U_ M 0 r,j 06 z Z Uj 0 rn T-4 1 10- V) L 1 8 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER R BARRIER ESISITIVE HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weat barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW `1 WEATHER 1E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING E AM on WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND I OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 1HERED FLASHING 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. 01 111 rillkir-1 D6,PER LTH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FAS TENIF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED ASPHALT RUBBERIZED ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING--, F- SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER FOUNDATION WEEP SCREED SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 0 Q Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 feIt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or mate(ial shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: E) 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE ff, Mal oft e 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all < Q) 4--J LU C) 3 0 LU 0.1 0f V) M I C2131 L-U I­ U- :9 A C3 0 A I RID.1 'T/ IF /r I 0 . 1042 IN UJ D- LLJ 11111111 - j ea: .0 in lu Z R <6 1 9! V Im M CP CJ 0 To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C, Z r*-J 0 0) N I.--i 4.J 0 Ln > C) Z M N fu Ln < 0 Z Q) - Ln " U- CL U M 0. 00 < z E M LU W %0 Z o- 0, Z Ch 00 U) -J 100 8 Z Z R (44.4 LL1 C) Z 2: C: cu I Un LL. 0 Ln 0 0 Lu U r CL CL LU 19 . PR6 Igg 0 &Z III J 9 Z U.1 6i Z co X < ZZ < Z 17D 91 co 0 CC�D4 00 UJ 3: :J 0 In SCALE AS NOTED_ DATE 1/4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. WP N Cn U p � � L c c 2 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 Cl) c O O O O HD21&3 FL17232.3 ESR-3445 HU218.3 FL1065b.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) O U_ 3 .� Q >` �C � H0810 FL17232.4 ESR-3445 HU810 FL10866.51 E3R-2549 ''�^^ W Q .� .� J L ♦� zf� V�/♦( � `V O O L O V W a- O W Z Z L � L � � N J Q J a. SHEET NO. PA 1,0 HD2142 FL17232.3 ESR-3445 HU2142 FL10853.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10865.23 ESR-2549 H0218 FL17232.3 ESR-3445 HU218 FL10856.29 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10865.31 ESR-2b49 HD410 FL17232.4 ESR•3445 HU410 FL10865.44 ESR-2549 H0412 FL17232.4 ESR•3445 HU412 FL10855.45 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM2008 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 A. SWINGING ThermsTru HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCPZ FL10447.2 ESR-2551 NTA18 FL17680.4 Evaluation Report HETA18 FL71473.6 SIM200802 HTA2418 FL17880.4 Evaluation ReportHETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10466.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 B. SLIDING MI Windows and Doom Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psi HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR•3455 HTS30 FL10458.28 ESR•2813 C. SECTIONAL CNopay Building Products Residential WindCode Doors WS (8X7) FL15279.37 +30.0/-32.0 psf HTWM18 FL8223.2 Evaluation ReportHTSM18 FLt 1473.11 $IM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS21444 2 FL17232.6 ESR•35 HUS2742 FL10855.92 ESR-2549 HUS212.2 FL17232.8 ESR-3445 HUS212.2 FL10856.93 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10855.94 ESR•2549 HUS28 FL17232.8 ESR-3445 HU528 FL10055.98 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.8 ESR-3445 HUS28-2 FL10855,97 ESR-2549 JL24 FL17232.7 ESR•3443 LU24 FL10855.103 ESR-2549 JL28 FL17232.7 ESR•3445 LU28 FL10855.104 ESR-2649 JUS2142 FL17232.11 E3R•3445 LUS2142 FL10855.107 ESR-2548 JUS24 FL17232.10 ESR•3445 LUS24 FL10855.109 ESR-2549 JUS28 FL17232.11 ESR•3445 LUS28 FL10855.111 ESR-2648 JUS28-2 FL17232.11 ESR•3445 LUS28-2 pL10655,112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10865.113 ESR-2549 JUS48 FL17232.11 ESR-3445 LU348 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR•3444 LEG3 FL10887.71 ESR-2815 A. SIDING James Hardie Building Prod. Cemplenk Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NIA KST280 FL17244.15 ESR-3455 MST80 FL10852.7 ESR•2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA13 FL17244.18 ESR-3455 LSTA13 FL10852.4 ESR-2105 L3TA18 FL17244.18 ESR•3455 LSTA18 FL10862.4 ESR-2105 LSTA24 FL17244.18 ESR•3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10862.4 ESR-2105 B. UNOERLAYMENTS Temko 15M Fart UndeAeyment FL12328.8 NIA LSTA38 FL17244.18 ESR•3455 LSTA30 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTTtB FL714fi8.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vent FL18918.1 - FL18918.4 N/A LTS208 FL17219.2 ER-0200 LTT20B FL11498.3 ER-730 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTTI31 FL17218.2 ER-0200 LTTI31 FL11498,3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-2813 LUGT2 FL17240.2 ESR•3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10448.15 ESR-21f08 MP34 FL17244.23 ESR-3456 q34 08 FL10448.3 ESR-28 MP4F FL17244.24 ESR•3455 LTP4 FL10448.19 ESR•2808 A. STORM PANELS Global Protection Products Galvanized Steal Storm Panels FL15078.1 - FL15078.2 N/A MP5 FL17244.22 ESR•3455 LS50 FL10448.18 ESR-28 MPH3518 FL17240.3 ESR•3447 WMI418 FL10887.88 ESR-2815 MSTA12 FL17244.18 FBR•3455 MSTA12 FL10t152.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2106 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2106 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL70458.33 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.34 ESR•2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.36 ESR•2813 MTW20 FL17244.8 ESR•3455 MTS20 FL10458.38 ESR-2013 MUGT15 FL77240.5 ESR-3447 MGT FL11470.8 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL10888.12 ESR-2818 NFM35X18U FL578.3 Evaluation Report MBHA3.58/16 88 FL108.12 ESR-2818 PAUM FL17239.13 ESR-3449 HDU2-SD32.5 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 followirq information moat be available In, the Inspector on the PAU88 FL17239.13 ESR•3449 GLTV3.518 FL10887.8 ESR•2816 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3618 FL17241.20 ESR-3444 C518 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation ReportH1 FL10458.5 ESR-2813 RS150 FL17244.27 ESR-3456 H10 FL10456.8 ESR-2813 RT15 FL17238.3 ESR-3448 H142 FL104S8.7 ESR-2813 RT18.2 FL17238.2 ESR•3448 H1pq FL70458.8 ESR-2813 RT18A FL17238.2 ESR-3448 H3 FL10458.13 ESR-2813 RT3A FL17238.3 ESR-3448 H4 FL10458.14 ESR-2813 RT4 FL17238.3 ESR-3448 H5 FL10458.15 ESR-2813 APPLICANT SIGNATURE DATE FITS FL17238.3 ESR-3448 H2.5 FL10458.11 ESR-261 3 RT7 FL17238.3 ESR-3448 H2.SA FL10458.12 ESR-2813 RT7A FL17238.3 ESR-3448 HB FL11470.3 SIM20080cv > 3RT8A FL17238.3 ESR-3448 SP1 FL1045 8.41 ESR-2813 SPT22 FL17244.30 ESR•3455 SP2 FL10458.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2813 SPT4 FL77244.32 ESR-3455 SP8 FL10458.44 ESR-2813 SPTB FL17244.32 ESR-3455 SP8 FL10458.45 ESR•2873 SPTB FL17244.32 ESR-3455 SPH4 FL10458.48 ESR-2813 U CIO SPTH4 FL17244.32 ESR-3433 SPHB FL10468.47 ESR-2813 SPTHB FL17244.32 ESR•3436 SPHB FL10458.48 ESR-2813 SPTHB FL17244.32 ESR-3453 U24 FL10855.141 ESR•2549 SUH24 FL17232.13 FJiR•3445 HHUS2&2 FL10855.3 ESR•2549 THD28 FL17232.18 ESR-3446 HHUS410 FL10855.4 ESR-2549 THD2&2 FL17232.18 ESR-3445 HGU35.25/12 FL11488.11 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11488.10 SIM200804 THD412 FL17232.16 ESR-3445 HDO&SDS3 FL10441.1 ESR-2330 THD812 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM38 FL11473.18 SIM200802 UGTS3F FL2033.1 Evaluation Repo rWO t MSTCM40 FL11473.18 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3SD32.5 FL11470.7 SIM200803 - - - LGUM28.2 FL11473.12 SIM200802 As required by Florida Statute 553.842 and Florida Administrative Cade 98-72, please provide the information and approval numbers on the building component listed below if they will be utilized on the C) HD2&2 FL77232.3 ESR•3445 HU28.2 FL10855.34 ESR-2549 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number far any of the applicable listed Products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures - t. EXTERIOR DOORS V Firber-Classic end Smooth -Star (NON -IMPACT) FL20481.1 +87,O1$7.0 psf ThertnaTru Firber-Classic and SmootMStar (NON -IMPACT) FL20481.8 +87.0/-87.0 psf ThertnaTnr Firbar-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +87.0/•87.0 psf ThermaTru Firber•Claasic and SmootMStar (NON -IMPACT) FL20481.14 +87.0/-07.0 psf ThennaTru Clasaio-Craft and Benchmark FL15225.1 *87.0/$7.0 psf ThermaTru Smooth -Star and Benchmark FL16225.5 +87.01-87.0 psf ThermaTru FibarClasaic, Smoothatr, ClaaalcCraR, Rustic pL784p.1 +87.0/-87.0 psf PGT Series 5570 PL251.10 Clopay Building Products Residential WindCode Doors W5 (1t1X7) FL75279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors VW (BX7) FLt5279.85 +38.0/-42.0 psf Clopay Building Product Residential WindCode Doors W8 (18X7) FL15279.102 +37.0/-41.0 pat D. METAL LOUVERED DRS Curtiss Division of AADG, Inc 807,707,727,747,and 847 Single 6 Pairs of Doors FL11537.1 N/A (see inst aht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 1&5 FL17499.2 +50.0/-55.0 Pat -_ B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1b351.1 +40.0/-50.0 psf C. FIXED MI Windows and Door Serlea 185 FL15349.1 *40.0/-40.0 pet PGT Series 5520 FL243.9 D. MULLION MI WlrMows and Door Series 5764 FL15353.2 N/A PGT Series 5500 F1281.1 N/A E. OTHER 3. PANEL WALL B. SOFFITS Alslde Solid and Vented Soffit FL15272.1 • FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, pimenalonal FL10t24.1 N/A T C. ROOFING FASTENERS NOT USED Lomanco, Inc DA-4 F�cahust Vent FL17202.1 NIA E. ROOFING TILES Boral The Villa 900 FL7849.27 - FL7849.28 N/A Borst Tile Saxony 900 FL7849.18- FL7849.20 N/A F. OTHER 5. SHUTTERS 08 All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! LISP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie a" chart B. TRUSS PLATES ITW Building Component Alpine Trues Plates FL1988.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8627.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL15B.1 N/A Commercial Concrete Product, Inc. High Strength Concrete Lintel FL1774 N/A jobalte; 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 requirement. Further, I understand these products may have to be removed If approval cannot be demonstrated during inspection. fawlonei Repu4tlon Buldlna Codes e,W Standards ►v, BUial11Q Codes arid SWIdY'dE BY ldM+a Codes and 8tar+dards Fbride DepaNrtant d Buek,ws a Prolwebrel Reaulalon hw+ as 116eDte ,arJou ,Rao,e Bulking Cafw and StarWrds veeou Product Approval Appleelbn Deal Product Approval Appiketlore DsWI Product Approval Application DeteN Proderat Approval Appllcatlon tiehl �� F1lYli1� �� a0t eats a■ art artetoelr are Gate testa art are atrstaem are fmM lreJtt atr ar arrant ar e� ba m1e Ilttlerrls, flEotiol loreaa[lLYtar Iidlreelf Yalieal WatieO tlGAa■nl tad Lse bg Yanlaa WDIIIrIrr Gartr lotlortAllleee Wtreia Yaletrl Wn/e1 tltGeatud A®ri Lna Ow lmlea ttetretts■t Gartr loelruLieee 1lt1itlN.e laiertee Wetlw tJaAa®nl e.■ae Liln G� l<leLa Ore Gate ortLttelot oat betels„ m17 Then„►Tnl CapaAp, PodlYepd Lp,A«F. We,ea, P.E. prJ.,ap, P.A. tOne1t017 07I1afJ017 10nerJ017 17Ha/1017 App,waA ReMeN„ a017 TMMxe•Tn CorpoeYiee MAI VefOM LyrMr F. aaeNdl, P.[ pr J, XN0. PA. 1g16r1M7 mnarJm) teNYJ017 tanuao+7 Appored Reeve« am7 TIWme-Tm Cpp01e0w Rkk VMIaM LyMw F. ea.nlOL Pk. Ryp J. IGq, PA. 10neA0t7 07/IyaM7 1pnen017 1?/ta/1017 Approved bat =� Ileem[ Oores etrtffaltttea �m lOrW1 WMIe 17Qdoater /oo■Ye Nft CeYpa): ElOabr Depe I41n Zee-1740 PEaalOe (Ma) m{see O.Yewa: tldabr Doan (410)200,1740 PE�aeOe m»m41ee De,eear: a:dw,a Door (, n+» maces eeecereaerr. ewepep 911r+or Ooa AewreNe �• eu011MyolY• &MWq E,me„a DoerApN,eW ddoe0„eetlpoorMu4nM. taODeYaory:9lek=akp F.iderbr DoaAeeawYe ,k1o,I�wYYpoo,w4nN. Revabn a017 7+rmo-T,u Dapaeeen Rkl:,tn,pM y.:Aon F. eete,edL P.[ pr J. King, PP 1p107l017 07na11017 10MefJ017 17l1a/J017 AppeeW Dee,pewe 11111M! EeeY,eYen Repot can a cam OaepWre tltalee EeekMYOD Repoli rrom a am De,+IpWeM Yerted:leal,eee„rhpo,l tame aen ,:,eraar: Gealor Dose (41%ae►17e0 PE43e0e (tt»m•eeee FlMYN RpMWNAN1,Yaare Llea,eed Fbwe FlaleeRpeYwA AraeeaaeLkenetl FNrMe RgoIN. W� Yed AMeea ar a LloreeA FMM. w � OnbL%oanwlI.• Pmeeefalel E+=ek,eef �� � R�A� P,oAeeb,rl urpina $�(� FheleeebW E„pl„ea a e llea:eed Flertle that allttennn toto■atrrete arrrmtnalt e■reaestW easnaeltcfue tames a)Mleulla ).ter carry sale m■a leaf l�reaeetnae mittaaaerm sdrfrrmllaolte eost,elfte e■mne,ejnt latulfi merluuaa layer etrLr sale mttr■ let Oaecenme mrrsattrttW mo■ttmrrLaare e■■nrlotae ee■netoLW ttmlf: a,erutmla teaer arts etttrs [Dens gtLYl,etmrrr , a 7nan.-Tro Feeea.ero ens enwa.eer Nal.na eeesRe apeorJre.+,o.aliauoR op.gw +va,mm� No v« No wA e t Tn.mrTN Fe.rcNero.ea amoemsrr Nwe,a eeEc+0.o ewokNa,-Im➢.aegNt opevw ,aA,rJmo No rr No WA e L Tna,l,wrlu Fn«crwe wa smeou.al. Nonrr eEesae iawcNe,►e,wralec ores ,an,eoao No rr No 9laltleaerme AEaaeMArlrt e®neMust talllQJZ OIEYOeIOtIJi boC SeeYrst lisle tinela Canpoeee tAle FAapWe eagle Door D«pace Mp° Fe«pYr aepN Door Caneoer r� FtlapYee no Dar It 0�. X ) (InewYlp,Oulerkp; X aaeq,eWa) prwkpp,eenep; %ooaprelkn) 14 n. TMm:e-Tim FeenCleeao end EnwoM-Mar NomYW eepae0 igwCNou�YrpeatiglNt Cleared 1ala+I2000 No Yea No WA txnPeee. Edpe Fe«pree e.ar Dos pi7e1i"eip�xea,bleMon> Gal lbllrJaL lire Ore Oretrdit One Ga9t alrLet ➢ale Ore Orefioa■ OtY Galt toles Ore O■ YrtiteEma Ore bee fieWtn tlrrilear Gent ietloeaauror llrlereeet Yatel,te WaLr eGeE®ul laomree Lnn 1W taste atmerrat Gar■ allotxaLaeu rillelWe )r101Ye Wdei etomtter taentrt Lee mr Xe■e IWrQ Goon loiet�aileeee YaerteeMt tylW1 GJidllte DGe■■rl eolrse Lirn Realebn 2017 Thyme-ho Capanew Rk*YWIOM Ly,MN F. StMiNt P.R. RyenAlOnp, P.E. taJ,af2017 1L1a/101) 1NIIt/Mt7 ��� Approve ReMMon 2017 Tiu,m►T/u Coryaabn Rick YNlyel Lyndon F. eehmNL►.[ RyN J. KYq, ►.E. ,aHYJ017 1THa/JM7 ,a/J1ROt7 PaNNq FBC Appgnl llwygn 2017 Tlrnr.Tru Cerperelbn RkkIMIpIM LpiAwRBaImNL Pk. Ryp J. King, P.A. 1aNa/J017 talt]/J017 1YJ1Q0,7 PeMYie FEC Approval set lowtat Ores Ore ortemn Ore oreporyf ®ftww Dens c4+n aee.,74o PL4a40e p,» mess cereoy: eeabrDoom H,n aesn4o Pe,4aeae (e+» meeee ceteeoep. E:ee,kr coon a+%ase•»4o ►E-4aepe n,» m•eeee ba lrOra �� Gartr eseetefJtieet)� m►i e■rse boa arc.eepap:BwYglnpBdwNrDalrAwawMe �Neaae• euerwrpegr: srdnoep nasals Doer Aeeemaw �'O+w�rw�• e+K�aerl+eWNNfGoofAewneNe rltla�rM:Mem:r,eaw IewNkn 2017 wipm �P tdn,NL►.[ 'lr�e �Wstite 'J,alasel PW � APOe Doepynr Ye.el Mkeeo„Rpateane awn �� �� ■ aom cenpaanrew,od: Earwe«,avat eom. am �TMe,wwooa. cri%aee-t74o P let»m4Me6 Fb,ide rMpkeaM AnelYa a e tloaMW FNMe FbrkN RepMend Atd,tea ar a lloanW FlaYe ael)oeneN Pbrpe _ �anr• P,eleeelMel Eriperer P,obeMayl6peea Yeefot�E tlan R4pontl�om� B WPNpNra we�/Wleeol a e LkalwO Ralee 6 Olt�rdtraet /®reitJrt tta■arietlsl rt1Y a.le lrrllreau■et earmrttnae eaesselltLr taut Ottte Lrle/erlsee e■laaretrore e®otelrtttle !■rr Oahe l;NWl�ltmeert tall miaeot■�e Oe bmlli otatraima scary masts Lat mertoweele Garortel.lrleore rmlt: O,eWelma eeersr teens Wt mr■OenmW oe■rdistreaO■ hmtli O,erlemlf: errl.t mere , a TMmr-Tv FDeoCMeeb rG emoee,.eW Non,1u1 eeete;e ipleRNR'Yfp«Ypoet Opeelr 17A1/1021 No Yw No WA e L 1Mrme-Teo FbrCY«le end ennatl'Yr Nw,MY Wltp eargLNN.YpeoYgooC Opep« 17/91rlOR, No Yp No WA p L Thwm.-TYo i6erCleeelo rd enoatlf-eft No" SUM ee►iP,e e0ootlbnenadlatak Oeesd tb11R071 No Yr No WA � e.eteem mo■reicar eoeeatllcW � rJ� lasts � Ottle CongoW EdOe Flaper aeple Dour Daneeeee [Ape Fb+<We Kp+e Deer ae� �I■ (hfeoYgq,dP:AixXwfAdaeeon) PnewlnplOaYwlfq;Xaadbareeon) t�DaP.hV: oa:,Aoaeda0 11 n. TMmlrTn ieeol:Yep¢ and M,00etEler NaNw eepavo iel,otNorok,OeeY,a+ok oN«e tvallJ0a1 No Yr No Net Creleete Eeee Essays ae,y. Doa ��� t1�lrt� ll■Y>r� (eMeApX)„Yae,p; X oodpaea«) Force OepeMrnt d Burrtsw a ProbseionN Rsptaeorl Fbrkia DepeNttent d BrsNtaas a Prdewional Regulation BuMdk,p Codes and Standards, ,)sane Building Codes and Standards ,eaon Product Approval Application Due Product Approval Applkaron t)Nall Fbrlde Deparbrw,t d B,rrr+aw 8 Profawiatal Raaulalat Florida Deprbnant d Brwklses a ProNwlor+N Re�etlon Few +a, 8utdtp Codas and 8tsrWeros +Nno,e Buldhta Codes end Startdarde +ew,e !lILIf� e�liaWl Product Approve) Appeeetlore DeAel Product Approval AppllwtlDrt Gehl GaM Iota Qrt ass ortlttle all Gaee l6�rg olY ore ollet3loellt Ore net ltrnita lIItYYIYo< ad,tl Lortar:ilirre )tlletrLMt 1Ot11rd Wsrre BGt■ssl eaam/ Lies Ame )llnle !� Gner lores�ttsee 1011lrtea Yelersl Wald ElGdeaal taa■se )lea RerYr aDi7 TMmu-Tfo Cofpofalw RIok YN,pM NeeonelhaedlNtlwi Ryan J. Nap, P.R. 17e9GR017 Oe/t+Ae17 laftal7017 Apgpr RnrIe1N 2017 TMnfu•TN CapaMbn RIaY YNgM NeepW Aaud6eoni Ryan J. Wnp, Pk. 1YJO12011 OaU1f10+7 taRa1t017 Approved � CeeeeaY: anlerbr Dom N1n see-774p MMMea,M,e YMOIde (t+a) maces Oe,eaar: E,de,,a Doan (Hn 286/740 Nenepr,rM e,ete,M rota) mwee Gat tees are Isr orlteteia ale see l<re<tx Ore Ore OrsLoLt Oat ewe+wrnewwglnpeaR,a000rAwnew ddoeOnrbMpan,renla elWYepoy=dMgY,pE«,IerDeerArrMW a.OtlMw:aea,la raaBAUNALOLb000k me moa tf■ires[ Gemr ■estlLafrear YenYYarc Yalers Ws,re t7G.eaora,al estmsa Lee ba llttre Lttlertror Gerlr lmresllieee 7aVYrL lltltrYe Wr■t e1Gle■at ltlrnse lltrr i+pnpE«°. Alea,edt GfeNMb,Maka LlMep Dom DwiMrw Mee,srt CMeeatlorl Mark aLMYq �+ IMrWon aM7 MVWMaee e„d Doan areM tlekpa' LuY Rohe,b )core awen kt lA,aA PE OM1YJ017 Oen1/Jo17 aeneMl7 tOHM017 Approved hvWon 20+7 MYWId«aeN Doom B,ad teepa LYN RaOew lama BWr M. U,IaA og oYlale017 OIr1,I1017 Oene0a7 ,OnOfa017 Approved cerory:EMawooen aee4 cerserr:E.,NrlaDoom O+naee�oo PE4fa614 mT)at7-sees �•aom teeceNso„ f: weep EeMbr Door Arreew MYnpe,O,Med.00m aYe�ttllstee etsrrleWle e�lre tare acre aII1�AertaMt etsrstALYe ta�Ye inatr otYe awardarn Qo.� MM w7nM�eA=Repat .Irom e te! nowasmuLmmouLKNM OreaeeeWlsla at■rir■Ieaatle ttmetti arlretmf: ealrsa � Ltt mssardrloa Gamrt;taeueOrl ttmt¢ O,eelatmlR eeeWtr mtet■ FkaMe ReprrleA AreheWaet)o.,Ned FlofMe F)erMe RearaedARleeot a e LIOMMW Florida + a iq,rCD,eeelo-Geeierk aW eA„okaew,ewlk by eNand ed OPeer rr remd Fe«pres Door Wk ,va,nea, No r« ,b NM a .. egW;ameMwarAquek a,d eelrtaenohnr,k by eM and i10 oPee+r pA ree«d Feaae« Door,rM, ,au+rJm, No r« No WA �� End ProN«bna t:,pllrer TMn„►TruiWat erM r,eo,R BYeiee. YrwYp end OuYwlp Tr„sTn,ap:eL end „M,o,R SMerr l„erhp eM Daerep oertdr■ea /at■seM[Lr /at■s1,ItLae over arts atrtteerme eeaneermuYe eottrslLtlrt ilea Ottee Lat mortOteeeeen atrtrlelnleOn 04mlG O,erWmlJi ettrrr mesa last rnwiuidlmwhKxbm mrrtattetle alsssLrrraaaret tam 91<eeemlM ettrllr mttsa trtsLGstdt LwYGerut a eseas4aoAWYMeAODDgeaeFD,eCED eEAlE8410At1eellUMacDrIBNFOIiamcao ,va,rJo+e No r« rb NIA 4 wNEe4a0A,.UMMUMac0R61NroRCm eeraEe4aaALuerouneooRE,NFOnCFDmco� 1Nat201e No r« No WA +4eaNeeuotaeeouac xo, xX eeswfoc.eeeawt Florida DapeMrnt d Business a Professional Replledon Fen+a, Florida [feper6errd d BrsY,ees a Proeewioar Reaulebol, Fbraa Dspabrw,t d Busk,aw a Prolewiorrl Reautadort Florida Depe,br,a,t d BtwMw a ProNwbral Regulation Fen, a, BuUdMa Codes and Standards ,aaou Building Coda and StarWards +aeo,s BuNdkta Calls and atandardt +eao+e BuNdina Codes and Standards ,aaou Product Approval Appaeatlort Detell Product Approve) Applkatlon DafaN Product Approval Application Osha Product Approval Applkatlon DetaN 8t1/t!�! a■ lrYLr Otte aft o■.EtaOrs Oat lSa� Gab lf�a oat Ore alelSELa Oat dlYltt�l ell Gal ertsat ate all arteriM. all Gas! errLa ate are antliltvlt go BM bw tLtsloa tYrrer<t Geer lerrL►Nror telWest rileree Wattle nGeatnesi lasses Lr man lianas lrn■oatnr Gaeer lalreecaLrtoe tt+lurtst tettae W.rri t7Gee■a eaortae Matt bat it1� t�erm � earteKaitte. ltetleret�t lrlereet Wstttl ffitao■sl earner Lee >]se ),lets ttndrWr aryl lodesitier llelereiMt litlired WstlW ilG.lat■al laae,aae LWs newNn a017 ,Xopep eranp Pnd,ab ca,peny WkW«M,eeM ,nr„ek Teeep S«v,ae wti Den Praair i1Qe2D17 aencap,7 1710trJ0,7 Approved Reewo:, 7017 DkPer eelek,p PngrY Daror7 Yak vrra+hed IrRNk Teee:p eeMoeeNA arY Pk.l,rr 1VJe0017 oenmot7 taX,e7J017 Appo�n O N L _ O U L C CL Q. 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