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Home My WebLink About35976 Saddle Palm WayAB or A.B. Anchor Bolt ABV or Abv. Above AC or AIC Air-Condifioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK Block BLW or BLW. Below BM or Bm. Beam BOT or Bot Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way c-4 ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation F3 FXD GL Fixed Glass FG Fiberglass (Shower Pan) ;t FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor 06-09-17 1.0 .0 -, 12-28-17 2.0 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft Footl Feet FTG or Ftg. Footing GALV or GaIv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H, Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or KA(Vall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MIN or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlarn MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g: Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Pamilam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Hei ht- 9 PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room REVISIONS RA or RIA or R.A. Return Air RAG or Rag. Return Air Grill RAID or Red. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SO FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOMorT.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.C. Unless Noted Otherwise Vorv. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalarn VTR Vent through Roof Worw Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WOW HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Saftener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 2017 FBC CODE UPDATE 01-04-18 ' 3.0 ADDED HVAC IN LAUNDRY !'-� 02-21-18 4.0 50� 04-13-18 4.1 �2 S2 ADDED GRADE BEAM 150 MPH ENG. REV. DOOR TO WC IN M. BATH CODES CODE, NAMORIM, %r-ECTPr r-T, �!;V* np,-- ORDINANCES R5VIEW M-ff-- DEC 2: a tole PLM-S EXAkWilic'. 1 -7 r. LR A 3246. INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS .3 PRODUCT APPROVAL NUMBERS MEAN ROOF 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 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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. CD In CD C—/> LU LLJ 0 F— UJ C14 cz < U- Go im Lo 0 AI MD. N` B'DO C4 2-2 ICA LU U- Inzo-s-1411< ''Skill N1 C .2 F 15D "FIEW To the best of the Engineers knowtedge, inforrnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal Is only for the structural engineering portions of the drawing pages bearing Enginsees signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Lu Z -C � as: X.-C �j It (L. eg,: gg: 5-00 a LLI!� 'I �Zz� Z2 LLI < LU LU UA 0 CL C/) Z Z Z -0 M LU 0 �0 "r >, 0 U U-) r%q 0 9-0 .�Z 0 915 Lu Ln r4 Z LU Ln LU .0, du-s .0 Z T-4 I LU EX: < Z P �8 Ln Z Cal 01 06 Z 15 Z -Z rn r-III 0. E I SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIG VERSION NO. 4ol SHEET NO. C S TYP @ 2 STORY a (3) 2 X 4 #2 SPF STUDS W/ HTT45 W1 5/8"ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY LO itl3. LO I— is E -P �51 R11 74 rpm 5011 7-0" 9-1 1 V-15" 8'1 8-1 4'1 AC PAD 23-SH TEMP. 25-SH 25-SH EGRESS 6068 S.G.D. TEMP. 35-SH H.B. MASTER SUITE (4)2X4#2SPF 8'-8" CLG. STUDS W1 5/8" ANCHOR BOLT & CARPET (18) 10d NAILS 17'A FAMILY RM 8'-8" CLG. CARPET 79 lit 10 W T z ? a 0OX W MASTER BATH.- 8'-8" CLG. I 286 AD TILE k Y-71f 1 IL 'N-_�Tj C 4) W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT .0 PER MECHANICAL CONTRACTOR 04 1W z 2668 BI-FOLD LO 4ZD W z r 00 8 04 7-11 2 5-4- I 6E (3) 2 X 4 #2 SPF STUDS W/ HTT45 7�868 5'-11 31 r 4'-3" -6" 1 3'1 W/ 518"ANCHOR 20`4Z" 8 d '1 5- cr I W. I.C. 8'-8" CLG. DRYER VENT THRU WALL co I LAU �1 PLATFORMS BOLTS & (18) \' H2 T C NAILS D Y G 18'- LG.1 H1 S3 C T 8 5C C N +42"SLOPING I */ THALF WALL R. G. ............. nil 1 Od C AFE R&S- CC S3 04.1 W BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC i6wI I I I I I I . I I I . . HANSON BOXJ @ 36" A.F. F. - . I . I I . . I (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5t8"ANCHOR BOLTS & (18) 1 Od NAILS cc S3 EDGE OF SLAB 2" BEYOND WALL ; . ......... GG 11 S3 Ll H2/ 131 1 G H2 �/l I 9_3.5'X7-F.L.1EIE 1 11 S3 41�18'1 00G. I 1cr 00 -- - - - - - Ll C' 1 00 go ;�\_M b161 I cj yr- I I 'IV 101F H2 IU/ 5'-0"- 6' =,,900 W/ H COLUMP TT45 W1 5�8- I J. . F J. AN Ll 8) --iaR--BOLTS 1 Od NAILS G (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @ BASE cc S3 - - - - - - - - - - -- - - - - F I 24 I D.W. L - - - F J. . I F I--- SIN.K w/ D SP 3 CAR GARAGE 8'-8" CLG. 20'-0" XI 5'-1 it KITCHEN 81 41 ULU. TILE OPT. I REF. � I I VI :0 I 1 1 14'-10" --RANGE b HDR AT 8'1 27 27 00 r - - - - - - - - - -- rc C_,� - - - - - - - - - - - - - - - - - - - - - - -- r- - - - - - - - - - - - - - - - -- 7 F,F F i r%%A 00 04 21 1 W - 4PAt: Z:Lu - ITTR - 8 -8- LO= A-1 . ri Tj LE =OYER 16" 5-SH DEEP 81- 8-1 C LG. oi_ I ILI: 5j" 16 x 7 OVERHEAD DOOR 5'11 "1 4 V-7-85" 6-72" 11 V-8-21" - - - - ---------------------- - - - - - - - - D'� IIIIII�3 8 x 7 OVERHEAD DOOR 160 FLEX 8'-8" CLG. CARPET �B C13 TYP @ OP GARAGE ENTRY NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 25-SH 25-SH EGRESS 8f-8'1 CLG. W 11111111gE I I I I I I I 5'-8" g,-0- 7'-0" Y-10 X-1 0" - - - - - - - - - - - - - - - - - - - - - - V-8" 16-0" X-0. VI 8'-0" '-0'. 51-10" ;11-0., 6-8" 111 F-10" JII 18'-8" 10.41 21'-4" 0 5011 Q 35-SH TYP @ 2 STORY to HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 1314' 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 (2) - 13/4" X 7 1/4' LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ -1 /2" Follow QI 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 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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: 9 From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. a From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. a 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. 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 Q), +26.6 /-32.2 SEE SN SHEET (��Lj SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 111IIIIIIIIIIIIIII1111 �1111�!111111 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED"FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 111311 1 ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. LOCATION R-VALLIE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EX7 FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN FIRST FLOOR PLAN - ELEV-B (INSTALL BAFFELS AT EAVE) . GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1'-0"I (GARAGE / LIVING) (D V < __j U) (D CZV) a) C_/3 4-1 LLj 03 0 LU C) U-1 E 8 X�i c-, OLLS U 1 -00 01� < W A 0 D. N-C-B-D-C Z� 0 sal IV LL U1 LU C F OFES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings omply with the 2017 Florida Building Code - Residentia 6th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 0 z Z < :!5 CL z 0 z 'a 0 M W > LL 0 CI i� P do Ln LLI Z Z LU r-4 r-4 Ln Lii LU z UJ cn 01 T-1 Ln z M 0 06 Z :5 Uj uj z 25 SCALE AS NOTED DATE 4/13/2018 TECH: JIMURCISIC VERSION NO 4ml SHEET NO. M LO �R L*1 00 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 501-01, TYP @ 2 STORY 3 4� I I I I I W/ (1) D2 I I 2 (1) MSTAM36 I 9 I I 7 I 5 I If 3,1 MSTAM36 R&S W -14 \ 70 T 11 NE) --WALL 171 ce) r- -K- -1 r 668 668 C14 5A C40 UJI E Ca EDROOM 4 BEDROOM 21 8'-0" CLG. R.A.G. DN16R 1 8'-0" CLG. 00 4) CARPET I C W. 1. C. CARPET 0, CLC. V-0" CLG. 4-SH 16" DP. U) mco Lu TY @ 2 STORY &S R&S LINEN Uj rj_,� 2068 7. BI-FOLD 9 "2 T-I S-7" 1 V-4? V-7j" 3'-04' oil 8'-4 2668 clo) (2)2668 BI-FOLD D2 go C*4 C BONUS ROOM I Iz? 4-SH 2161) C ;P ED C14 ZD ()-BA7 00 co co C14 8'-0" CLG. 9 - CARPET Cn 16" DP.. - -- - - - - - - - - - - - - LINEN R&S 7T -L 04 2068 I X BI-FOLD co Ur) BEDROOM 5 C BATH 2 T C4 co z ;0 TI 8'-0" CLG. C-9 0 CARPET 00 (D U_ co TP &2) 2668 [-FOLD oa C14 11 2 14'-111- ED T-I 6-1 T-2- 2-10" A 5'-3�' - 11.�] 3 FIBERGLASS z 100 0 -1 C', D2 W/(4)2"X4'#2 SURROUND _. cN 25-SH EGRESS 25-SH SPFSTUDq _(D -0- 1 AD 1/2 35-SH 25-SH 1/2 35-SH 04 L TYP @ 2 STORY W/ (4) 2' X 4- # 2 D9 SPFSTUDS( TYR @ CORNERS &,2) 2668BEDROOM 3 1 I z 9 .a -FOLD -1.3, V-101" CLG. 00 CARPET G) 25-SH 25-SH EGRESS MR 1. <81) IAn. n. I L -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j HEADER SCHEDULE HEADER SIZE REMARKS kMARK H1 (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 <e(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 <@>(2) - 13/4" X 7 1/4" LVL 2.OE Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2', Follow Q/S4. See Plan for 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 BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPIF #2 81-0" W SYP #2 16" O.C. SPIF #2 91-0.1 W SYP #2 16" O.C. SPF #2 >90-001 W 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 SECOND FLOOR PLAN M ELEV-B SCALE: Y4"=1'-O" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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 clasal duct board, or other approved material and shall have no openings into the garage. FI Other Penetrations. Penetrations through the separation required in Section R302.6 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. 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 +26.6 / -32.2 SEE SIN SHEET H SEE SN SHEET 140 MPH 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 WALLLEGEND I I I 1 1710, TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED"FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTALAREA 4093 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING I `%`r (INS��LL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED (GARAGE / LIVING) (D �9 �7 co 0o 4--J LLJ U 0 LU E 8 aim opt M 2 HE.- C) U_ Go AI UD, N C 5 D C z z N*0 rz, �2 cc LU W Z 0 -sg CIA z UM x UA Z!, 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 Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com UJ z < (L 6 zoij � < § �,l LZI, � K 6 _j R -, E U C4 < CL z 9L, 0 0 z U_ -qui 0 U r,4 31 Zo P-2 Ln C%4 Z Z Uj In z 4t: M In Z Z Uj 0 06 :5 M: SCALE AS NOTED DATE: 4/13/2018 TECH: JMUROSKI VERSION NO, 4ml SHEET NO. 1.2 I 80 LO I 00 M LO I 00 C, !R KITCHEN MIRROR IX MASTER BATH 36" H. CONT. GRASPABLE RAILING 101, 42" SLOPING 9 HALF WALL 8 EE 7 121 0 8 9 1x8 CAP & Z 6 CASING 5 1 x TREAD (TYP.) 1 IS S ;P.) x RISERS (TYP.) X (3) 2x12 STRINGERS 2 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3"FROM EA. END. POWDER 15 14 13 12 11 J"PLYWOOD@ LANDING 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM KITCHEN OP BD co MIRROR 0 —A. �A— LLL=� TQAV am TOTAL RISE = 10'-0 3/4" (116) RISERS AT 7 9/16' 10" TREADS w/ 1" NOSING Stairway construction shall conform to the RBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height. The riser height shall be not more than 7-3/4 inches. The riser shall be measured vertically between leading FIN. FLR. edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: V%Ander treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. VVinder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. The radius of curvature at the nosing shall be not greater than 9/16 Inch. A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. The greatest nosing FIN. FLR. @ LANDING projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handraft: Handralls shall be provided on not less than one side of each continuous run of treads or flight with four or more 2x8 LEDGER #2 SYP (P.T. risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of IF MAS.) w/ (3) 16d NAILS ramp slope, shall be not less than 34 inches and not more than 38 inches. Handraills for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly TO STUD OR (2) 114-x3 1/2" above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety TITENS TO MASONIRY@ terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the 16" O.C. handralls. 2x8 #2 SYP JOISTS @ Grip -size: LANDING @ 16' O.C. w/ Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not SIMPSON A35 CLIP OR greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. LUS26 HANGER EA. SIDE Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface 2X FRAMED WALL or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. E? 60 mile KITCHEN ISLAND 9 M MIRROR 0 �Aft J- 7-7 BATH 3 INTERIOR ELEVATIONS SCALE: 1/2"=V-0" STAIR SECTION SCALE: 1/2"=V-0" ova ;Z E31 4--J LU 1 0 LU th = D66 =:) C) (-Xid-09 AN-C - 13 -D-C C4 0 LL LZU V 7"', 4C cam �S E 1b < F 10 /�OFEOSS% To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. En~s signature and seal is only for the structural engineering portions of the drawing pages bearing En~s signature and sea]._ LENNARI 4600 W. Cypress St Sufte 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 ui Z Z, 8 LU 0 M Er Z '0 %%.000 0 V) 3. cr LLJ V) M P < r4 Ln Lu Z Z r4 (N Ln Lli < < Z co 0 Lt.) 06 Z Z :5 UJ M: rn 4 1 0. (A 5 SCALE AS NOTED DATE 4/13/2018_ TECH: JMUROSIa VERSION NO 4ol SHEET NO. 2 LO to I co M co 0 "0 Lo C I tz 00111 100 co 60 9 I- 9 i�_ 3 TAB SHINGLES ' ROOF 8'RIDGE VENT INSTALLED AS PER MAN SPECIFICATIONS W\ 12 VRIDGE VENT 12 7 7 5 HEEL HEIGHT - --- - - - - - - --- - - - I- 0_. P --- — — — — — — — — — — — — — ....... ----------------- --------------------------------------------------------------------- ------ --- HDR. HGT -- - - - - - - - - - TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 12 ci Ci 2nd FIN. FLR. 3.5 F::�' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.M. CJ I WEEP r HDR HGT F. FL - - - - - - t---i I FRONT ELEVATION — B SCALE: 1/4"=V-0" 12 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - 2'-0"- � - - - - TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP-) RIGHT ELEVATION — B. SCALE: 1/4"=l'-O" 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 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland 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 (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 winclow/cloor openings. • Intersection of chimneys or other masonry construction 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. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturers instructions. Attic Ventilation Attic Ventilation to be in compliance Wth 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, VAth 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 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Rool) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 - (Unear R. of Deck -Air Needed, • O'HAGIN (Tile Roo� - 86.25 SO. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 - Amount of O'Hagin Vents Needed __J U) 4--J LU 0 LLJ LLJ co 0) ce) CC34 C) 0 0 C:, ILL 00 co < AI 10 D. N-C-3-D-c 10 CA 4� ZO 06. V LU LU 0 < in.. -9 P! 6 z UM INN VVWX en I Q)_ < .�3 0 F '�'orESSIO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply willi 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 Engineers signature and seaL LENNAR 4600 W. Cypress St Suite 2001 Tampa, FL 33607 www.LennarTampa.com U) M z 0 0 0 S.? 2ze F_ < 0 __J LU LLJ z -0 M z 0 > UI U') I < U_ R 0 0 Cr LL Z Z Ln r4 f**4 LU Ln LLJ 2: Lij < -Z < z Ln z Z t- U 0 06 :5 0- LU 2: In z LU z �5 SCALE AS NOTED DATE 4/13/2018 TECH: IMUROSIC VERSION NO - 4ol SHEET NO. 3.1 LO L0 I 00 M L0 tIR, E E 6: 00 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUR SPECIFICATIONS 12 5 F �= 12 5["�� 1TRIDGE VENT HEEL HEIGHT !L T.O.P. Ci ,-TEXTURED CEMENTITIOUS =1co FINISH OVER SHEATHING co (TYP.) - - - - - - - - - 2nd FIN. FLR._ T.O.M. - - - - - - - - - - - - - --- -- - - - - - - - - - - - - - - - - - - V-0 4_1 HDRHGT. - TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) L F. FL. 8'RIDGE VENT VRIDGE VENT . . . . . . . . . .. . . 12 loin: HEEL HEIGHT - - - - - - - - - - - - - - - - - -7 T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- HDR. HGT. ?r ,--TEXTURED 3 TAB SHINGLES. ROOF CEMENTITIOUS INSTALLED AS PER MANUF. FINISH OVER SPECIFICATIONS SHEATHING (TYP-) 12 ci 3 12 3.5 2nd FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- --- - - - - - - _P;�;� - - - - - - - - - - - CJ / WEEP T.O.M. - - — - - - - - - - - - - - - - - - - - - - - - M - - - - - - 1, 2'-0" 4 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------------------------------------------------------------------------------------------------------------- I ---------------------- t__-A- - - - F.FL.- zo 100 9 00 I- I ao REAR ELEVATION — B SCALE: 1/4"=l'-O" LEFT ELEVATION — B. SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering wl portland 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 (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 construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. Is 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. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturers instructions. 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 save or comics vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. *9 not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: * LOMANCO DECK -AIR (Shingle Roofi - 9 SQ. IN. OF NET FREE AREA / FT. Formuk (S,, Ft. Soffit Needed) x 1, (Sq. In. Needed) 11 = (Unear F, of Deck -Air Needed) @ O'HAGIN (Tile RooQ - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of OHagin Vents Needed P V, 0 C—/> 0 U, In 40 LJ_J C11 7E .2. LL Al 1 WID.1 1 k=-71 P-g .0 pl Zd _J U_ 0Z LU LU z0) 0 fn 1 Z1 LIL Z5 "4 z LLI S E CO (0- 0 0 < 0 "40 C5 F L NZ '�OFESS�O" lell"11111111 m%0\\\0 To the best of the Enginsees 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 portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com FS z -C U) ;z 4 1 "0: 0 5-1.4 'z .2 W 001"S LL1 U C-A C<L LU 0 LCU) z D `0 (U %%.00 U) 2: X 0 L_ W 9,0 Z U V) r'4 re) < -Ro UJ r-4 uJ Z Ln r,4 Z Ili r,4 Ln Its ff �8 < Z 0) z z 8 ca 0 V-1 In 06 Z t U-1 rn V-1 .0- V) 8 SCALE AS NOTED DATE: 4/13/2018 TECH: JMUROSIC VERSION NO - 4ol SHEET NO. 3.2 E Lo LO M LO 2�- a: 00 2- 2- "NOTE: FOAM TO BE USED ONLY WHEN VARIES �1` 1 1" RADIUS 3 1/2" RADIUS - CAP 1/2" RADIUS — CAP REQUIRED BY COMMUNITY 3/4" RADIUS — V-543" 00 ZD SPECS. IF NOT, OPENING VARIES 2�' 2" cr) DETAIL TO BE N. BUILT W/ STUCCO. A- 1/2" RADIUS VARIES Alt EDGE OF OPENING 'j VARIES V-4. 24 VARIES 2 VARIES I Acy 1-4 1 1/2" RADIUS 41' 4" 44" 2" 2 1/2" RADIUS 34" ill Av ZD -=Pt r VARIES 3j" 34" ZD 3" nT BASE BASE 4- 37 "NOTE: VARIES 8" 2" 3" FOAM TO BE USED ONLY WHEN ZD REQUIRED By COMMUNITY SPECS. IF NOT, OPENING VARIES 2L'� V-6- DETAIL TO BE �2 =2 �J BUILT W/ STUCCO. EDGE OF OPENING Pi 1 S- 9 1-1/2" THICK 1-1/2" THICK 4" 101. CN 2j" r 101, 6" ;t tl ED 2- 4" 3 6- LU w § 1-1/2" THICK 2k 2'-4" 4" V-5- 521" 3' 51" 9 I I V. VARIES VARIES L U.1 VARIES 6 VARIES 1 Iz ;0 00 ZD 1. 6" 4' KEYSTONE Fl I OPTIONAL KEYSTONE Fl 1 OPTIONAL 2 JC--14 to I' 4- GARAGE DR. OPENING 4-I 1 4" WINDOWOPENING 4" NOTE: e INSTALL OVER STONE, TYP. VARI * FIN. TO HAVE TRADITIONAL LOOK& SMOOTH FINISH e FOAM/ EPS MATERIAL IS ACCEPTED NOTE: 9 FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ii V-15J 2" * FOAM/ EPS MATERIAL IS ACCEPTED e 'r 3'-8- 7' N 4" T-O" 4" 10" V-4- 10" 00 ;tE 04 N M Cn GENERAL NOTES: 0 1.5 LBS DENSITY STYROFOAM a t 0 POLYCOAT (HARD COAT) * ACRYLIC SAND FINISH ova 0. V) 0 a) C—/) 4--J LU 0 LU CC", C' C-14 < LL 00 cc 2L :S 0 A I BID. N-C-3-D-C - Z LU g.- LU LLI U.?c 0 3-.$; IIIA -�' M E :2 IN 9 rcli! Z LL LU W'WW FDSENG.Coq u U 00 To the best of the Engineers knovAedge, information and belief, the structural plans and specifications contained vAthin these drelvings comply with the 2017 Florida Building Code - Residential ft Edition. Engineers signature and seal Is only for the structural engineering portions of the dravAng pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com < 8 0000"lls < LOU jH 0 z "a %%..'00 X 0 CL) 2- v- 0 U Ln C%,4 rf) CC LLJ F— >< 0. 9pg j LU < z Ln N Z LU r14 Ln �j I V-4 I LU x < z , co M T-4 Ln 00 Z Z tu- LU 0 r-1 I T-4 J SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIQ VERSION NO 4ol SHEET NO. F1 LO LO M 4 P1 -8 LO 00 �R Cf- 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 at42"centerline above finished floor. 4. Electrical plan is intended forbid 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 smoketcarbon 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 outlets 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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN Iwo EXHAUST FAN/ILIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH� CHIMES (OPTIONAL) [Eg PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL @ 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 ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN <1 9\> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR </ OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA 1 200 AMP ME TER n 200 amp 150 amp POWER CO. FEED — INTERSYSTEM BONDING TERMINATION PER A Q NEC 14, 250.94 -/ Copper to lights & outlets copper to 20 amp cids -2 copperto WH .3 copper to Dryer or 4/0 SER Alu 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. VERIFY METER LOCATION WITH BUILDER L ENTRY LIGHT — AS PER SPECS MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=l'-O" ova 2- M 13 U) a Qj C—/> 4--J LU U 0 LLJ rU CC3 C4 C-" U. Go to < U., Ci A I N-C-S-D-C C4 `0 U Z LU LU rwk Z 0 1JL Z LU WWWLFDSENGCOM Li U co [To the beat of the Engineer's knowledge, information'and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florrida Building Code - Residential 6th Edition. Engineses signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ 00': < 0 C—) Z `0 %%..00 Lij __j LJJ > 0 U*) 0 LL I"- P 196 Jill 8 �t C4 < Z Ln r*4 Z LLI _j Ln V-1 Lli Z LU Z t- lZ ky 0 Lr) 06 Z U rn I r_1 IQ. I CA 1 5 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIC VERSION NO - 4ol SHEET NO. 4.1 —4 M LO 00 rn CD E 00 D 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 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 orwindow 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 outlets 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I A-1 F� DUPLEX OUTLET ABOVE COUNTER I Z!!S. F�Pw.P. WEATHERPROOF DUPLEX OUTLET I /-\ FEFG . F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET I Zns FW-- HALF -SWITCHED DUPLEX OUTLET I L9K SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE )::�LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/ILIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH] CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) HO PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) FT�2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60' A.F.F. THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _1111111111A DISCONNECT SWITCH 110\ \4y 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 01 #14 copper to lights& outlets NEMA 1 200 AMP 0 #12 copper to 20 amp clas 10 #10.2 copper to WH 0 #10-3 copper to Dryer METER MAIN 0 /0 or 4/0 SER AJu 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14,250.94 Y 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. F--------------------------------------------------------------------------------------------------- I LIGHT W/ I I Ir0jS T SWITCH IN —I BEI _011 V L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- j UPPER ELECTRICAL PLAN SCALE: Y4"=l'-O" _j LU LU LU Ks U_ Go -00 a;< 6 Al I BID. 0.�o r4e Z6 U_ LU -g- 10Z o Z LL UJ WWW.FDSENG.COM Li U 00 C14 C, To the best of the Engineei's knowledge, inforniation 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 Engineers signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com I c'9 UJ Z 0 U0 WZ JW Z5 -. < j a- 8 fle � 6) Z 20: 'D CC I => LU LU U V) r*4 _J LL1 0, Zo Cr 196 60 a_ st �j < r-4 Z Z UJI r*4 Ln U_ --I I L*Lj X 2: < 18 M (71 T-11 < Z Z Ln 8 16 Cal 0 Ln 06 Z :5 LU � V) Z Lu 2 rn I T-11 10- In 0 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIQ VERSION NO, 4ol SHEET NO. 4.2 ATTIC VENTILATION CALCULATIONS - B General Notes ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ROOF CRITERIA: 0 12" OVERHANG U.N.O. 1/150 Rule Ridge 0 PLUMB CUT FASCIA ROOF (No Upper Ventilators 11300 Rule Vent Amt Off -Ridge 4, PITCH PER ELEVATION Req.) (Must Provide Upper Ventilators) (Ft.) Amt. **G.C. VERIFY ROOF PITCH** Total ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE Ventilation CONTRACTORS RESPONSIBILITY TO VERIFY ROOF ATTIC SQ. FT. SQ. IN. of Provided SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. SPACE SQ. FT. Total SQ. by Upper SQ. IN. of of vented IN of of ventilation to SQ IN. of SQ. IN. of Ventilators "ELECTRICAL SPECIFICATION NOTES" ventilation vented be provided (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation ELECTRICAL CONTRACTOR MUST VERIFY WITH THE needed required needed ventilators SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Main 23.0 1.0 Exterior Covering Floor 2719 2610 373 1305 93 653 483.0 (Zone 1) 345.0 138.0 R703.7 Exterior plasI:er. — ----------- Installation of these materials shall be in compliance with ASTM C cb "NOTE** 926 and ASTM C 1063. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Z NE-1 Plastering wl portland cement plaster shall be not less than three W coats when applied over metal lath or wire lath and shall be not CL 0 ATJIC SPACE less than two coats when applied over masonry, concrete. CO 04 R703.7.3 Water-Resisitive Barriers. 6 Water-resisitive barriers shall be installed where cement plaster 112*8 SQ. FT. (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 0 5-12 SLOPE 5:12 SLO% cavity or penetration of water to the building structural framing ns. components. Flashing shall be installed at the following locatio * Exterior winclow/door openings. 0 Intersection of chimneys or other masonry construction with frame walls. 0 Under and at the ends of masonry, wood or metal copings and sills. 0 Continuously above all projecting wood trim. ILI+ EL 0 Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof intersections C14 '512 SLOP At Built-in gutters. ........................................... ........... .......... I . 3 .............. ...................... ................... .......... R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturers instructions. uJ 0 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 ZONE-4 ......... 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 ATTIC SPACE Lu 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 - (Values to be verified with Manufacturer Specifications) 0 .... 14 22 SQ. FTE o RIDGE VENTS 15 80. IN. OF NET FREE AREA / LINEAR FT. o OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT o SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. z 5:12 SLOPE W *lf not enough vented soffit is provided due to fire protection, the contractor shall use the > .......... ... RIDGE following approved vents: U-*.* ........... 04 0 LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. r_ 0 -Formula: (Sq. Ft. Soffit Needed) x 7 m (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) LO cc 17'-O'RIDGE VENT o O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 - Amount of O'Hagin Vents Needed 116.0 ....... ........ L0 . ..... ................. a. M C14 N 0 -0 C' z ...... . LU : . . :::: ........ : ........... 5:12 SLOPE > + LLJ . ........................................ 9 60 LO .......... ... %ohm Omer ........... LU 4% a 5:12 SLOPE 0 + z Lu > uJ E 5-12 SLOPE 9 J .......... 9 W a. A 0 i C-14 EE C14 19 EJ_ X CL ROOF PLAN ELEV-B- SCALE: Y4"=1'-0" CD !9 LU 0 LU C) LU 13 I-- 0 GO N-C-B-D-C eq y L& LU LU Z V co rA i 9 La LM z OMO' LU 1,11-i-111-taUli � n 0 z S E b < 4d6 O< C) .... .. 0 FES To the best of the Engineers knovAedge, information and belief, the staictural plans and specifications contained vAthin ftse dravvings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for ft structural engineering portions of the drewing pages bearing Engineees signature and seal. LENNAR 4600 W. Cypress St Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LU z 0 (D UJ < 0 z to 41- < LL_ 0 0 r'J Cr Lu Z Ln Z LU _J In Lli X z I < P�8 LO Z Z t— U LLJ z 0 rn 06 T-4 :5 IQ. V) LU X 0 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIC VERSION No. 4ml SHEET NO. 5.1 C� C14 r*- X) 00 M LO 02 a E 0 CID Sin,-n" L S-6" -10 6-8 S-1 0" 7-8- 3'-10" 2'-0" 6-10" 3-4' 5'-2" 4'-4- STEPS AS 2- 0" TYP @ 1 STORY REQUIRED 10'-2" U.N.O. PER FIELD CONDITIONS H.B. t INDI ES FILLED CELL W/ 3000 PSI PROVIDE 1 Y2" RECESS Cu GROUT FROM FT. TO BEAM 10 FOR SGD. REFER T( W/ (1) 5 REBAR VERT ABOVE SLAB MASON'S SLOPE FOR 1� TYP ALL PLACES SHOWN 'TUB/\ WIDTH I 04 I HOOK D FTG. DOWELS 5" EMBED SHOW`��\ I I I I W/ 25" SLAB "GRADE LO \jlI I IEXT. ABOVE 40 L STEEL LAV HVAC CHASE BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR �\t</ LOCATION HERNANDO COUNTY ONLY 2'-6" x Z-15" x V-0" w/ (3) #5's EW 3-1/2" MIN 2500 PSI CONC SLAB Cj OVER 6 MIL VISQUEEN VAPOR 29--5t, BARRIER 40 -6g, E I 7 7 7 7 — 7 C, — Ci — — — — — — 7 j sol-011 E 9--1 1j" 8'-721" 8'-1 11j" 21'-10" Jill 1 7-/ a. I LO III 1 0 73 Jill 1 2'-112.1 LL -1 4 V I A K- I IMI, I /OGGN 6-11 9, -101. 3:01 1 %,. �3 11-111. 0 1 T-O" x T-O" x V-0" 1 2'-6" x Z-113" x V-0" IH 1 I — — — — — — — — — — w/ (3) #5's EW w/ (3) #5's EW — — — — — — — — — — — . . . . . . . . . . F I N.H. 1% 3 1/2" cc \—STUB UP TO S3 2ND FLOOR BUILDFIR TO 28TORY FOR A/C PROVIDE APPLIANCE cc 15 1 qGG 1 7'-9j" Z-8- 6 2'-6t' 7'-* PROTECTION WHEN S3 S 16 11 S3 REQUIRED PER FBC r - — — — — — — Ci 1177 — — — JIr— 7 —)jj Lul 2'-6'x 2'-6" x V-9- a- I D.W. I J 6.-,J L= J- w/ (3) #5's EW 9 -j! U) 7 11 SINK w/ DISP 7 7 7 19-4�- 9' -7j" 7 r t ao I CHAS�TOI 11 ISLAN OPT. REF. 7 7 7 11 11 RANGE 2STORY cJT /**C* �C L �, �3 r- 11 04 U 50 Cii Ci L LAV r- (2) #5 REBAR 7" 2 #5 REBAR -1 VERTICALS W/ in VERTICALS; w/ in 7 1-6-- 1 FILLED CELL FILLED CELL 9-11 8-4" PROVIDE Y2. X 9. RECESS FOR FIRT. DO(PIR T-0" x T-O" x w/ (3) #5's EW L 1 01-01, Ci 2'-6" x 2'-6'x V-0" Lu IL 0 -31/2- I (9 w/ (3) #5's EW L!'-0- 4'-0" 11, 3 31-101, 1. 3'-10" 6 3--b- I El I W V-8- 16'-0" --0- 11 '-4" 1 8--0" 1,811 1 6'-8" 14-4- 2'-0" x 2'-0" x V-T W/ (3) #5-S E.W. TYP. (4) KIKIWO kc L S3 V-011. 6-10" X-0" 6-8" X-01'. 6-110" �,-o 18'-8" V-011 21-4" 50--0" FOUNDATION PLAN — ELEV—B SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F' 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH REINF. SEE PLAN. FOUNDATION PLAN LU LU % CD CL CONTROL JOINT DETAIL SCALE: NTS 7 7 v- �1--#5 CONT REINF. SEE A FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.C. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". -rYP. CORNER BAR DETAIL SCALE: NTS 7'. j" A 0 v Ln 0 W C—f > 4--J Lu 0 LU un = CID Lij C14 0 -2 c, LL. 00 Go A I ED. N-C-B-D-C 10 CN 10 C, 0z LU 0 is U) z VU! LL 4 LU . U �SE <: F FESSI To the best of the Engineer's knowledge, information and belief, the structural plans and specifilcations 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. LENNAR 4600 W. Cypress St Sufte 2001 Tampa, FL 33607 www,LennarTampa.com < z a. < E CL uj 0 < 0 z :D -0 fu Z =5 to qq;r 0 U— U V) r.4 CY) 0 Z 0 Pit, uj Z Ln Z LU Ln T-1 11 LLJ < < cn M z z t— t2 a-8 0 00 z U LU rn V-1 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSKI VERSION NO - 4ml_ SHEET NO. 6.1 (2) TYP U.N.0 (2) 19 LO LO T3 M 4 rl"a LO I .0 Q, I E =10! I 001 2L �2) :2) :2) UPLIFT CONNECTION CROSS-REFERENCE 4/13/19 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" 8 HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H25A 6 0 0 600 5 3 5 535 110 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 5 455 4 5 3 2 0 320 8 - 8d RT3 610 525 18 - Bd X 1 1/2" E META20 4 0 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 110 - 10d X 1 1/2' F HHETA20 2 3 5 10 - 10d x 1 1/2" 1 G H10A 1 1340 1 18 - 10d x 1 1/2" RT16A 1380 1160 19-1 Od X 1 1/2'& 8-1 Od H HTT4 1 0 3610 3 6 3 1 3105 0 5 511r ANCH. 918) 10dxl-112 HTT4 2715 51r ANCH. 1(20) 10dxl-lr2 i HTT5 4 5 4350 3 0 7 4 3740 3 0 15/8- ANCH. / (26) 10dxl-1/2" HTT5 3225 50 ANCH. 1(28) 10dx1-U2 K HD3B * 1 3130 5/8" DIA. BOLTS TDX2-TZ 2345 - 12 - 5/8- DIA. BOLTS L HD5B * 4505 518"ANCH. 314"STUD BOLTS TDX6 5320 2 - 7/8" DIA. BOLTS M HD7B * 6645 718- ANCH. 314- STUD BOLTS TDX10 7845 4 - 7/8" DIA. BOLTS N I tjq96 1165/1070 .1005/915 8 - 10d x 3" JUS26 1115/1060** - 8 - 10d P H11596 1550/3335- 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 - x 3-1/2" Q HUS28 1 2000/4220- 1720/3125 30 - led x 3 1/2" HUS28 2570/4345 - -(20)16d 30d -16d 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 - 10d x 1 1/2" MTW16 1195 1005 14-1 Old x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1 /2" U MGT/MUGT 3140 3140 22 - 1 Od 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)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 Old X 1 1/2" Spi 585 1 535 110 - 10d SPT22 685 8 - 10d SP2 1065 1 605 1 12 - 10d SPT24 1030 12 - 10d HCP2 645 1 555 1 12-1 Old X 11/2" 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/ 318"MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 1 91"CIC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREAS DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (s) (A) A I ELI I"N-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 (--). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x T'GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) 1--�5 M IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK ,5�rl LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 i e102 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 1OR2PL A -J INTERSECTIONS, SPLICING x C( R T�A�ER x COW TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-T 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. MAX 2xl 2 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. SYP. LEDGER. FIELD VERIFY TOP OF LEDGER zl�— W/ RT3A TOP & BOTTOM TO LEDGER (MASONRY) —1 /4" x 4" TAPCON @ 12"O.C. I Tt' I VtAND BO I I OM ( OOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS I SCALE: 3/4' = V-0- MAIN FRAMING PLAN — ELEV—B SCALE: Y4"= LWJ U-j 0 LLJ Lh C14 U- 00 !-0 In LO 0 A I N-C-B-D-C CR C" z LU LU Z 0 N(94 U) :I- c, ?5 U) Z LL LU C14 ou 0 0 DVV�co N C E j < F 10 OFESS%0%4 To the best of the Engineees knowledge, information and belief, the strucbjral plans and specifications contained vvithin these dravvings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is on1ly for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 89 Z, Cx 00,14% 8 C, < 0 z -0 0 CV > U rt.) < Cr LL 9 0, r- r- 0 r-4 < Ln r14 Z z LLI r-4 In M LU x < z F� � v � Cal Ln Z z LU z 0 rn 06 V-4 :5 a- (A S SCALE AS NOTED DATE 4/13/2018 TECH: JIMUROSIC VERSION NO' 4ol SHEET NO. 7.1 TYP. @ HIP CORNE TYP. U.N. P LO LO M C !7-11 00 ex: 00 =IE LM UPLIFT CONNECTION CROSS-REFERENCE 4/13/19 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" 8 1 HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" 0 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 518"ANCH. /08) 1061-1/2 HTT4 2715 5/Ir ANCH. /(20) 10dxl-1/2 i HTT5 4350 3740 5/r ANCH. / (26) 10dxl-117 HTT5 3225 5UArrAXNCH./( )10dxl-112 K HD3B* 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8' DIA. BOLTS L HD5B* 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B* 6645 5650 7/8"ANCH. 314"STUD BOLTS TDX10 7845 — 4 - 7/8"DIA. BOLTS N LLJS26 1165/1070 1005/915 8 - 1Dd x 3" JUS26 1115/1060** — 8-10d P HUS96 1550/3335 1335/2820 20 - 16d x 3 1/2. HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d 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 - 10d x 1 1/2" MTW16 1195 1005 1 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od 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)1 Od NAILS AND (5) 1/4"x 3"WEDGE BOLTS .X. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 1 24-1 Od X 1 1/2" spi 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 12 - 10d HQP2 645 555 12-1 Od X 1/2" —k-L030 MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE ARENS & 24" OC FOR CARPET ARENS DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) A I (B)--IA 11 1 1 1 r (A) A 11 1 11. 1 "I-, OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6-) 'FASTEN EACH (8) 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 M THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48!'OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 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 '57tl 2 e0LW C —J —(A) INTERSECTIONS. SPLICING /0? x R T L%�ER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"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. UPPER FRAMING PLAN — ELEV—B SCALE: Y4"=V-0" 0 v < U) V) ID (1) C-41 4--j U-1 (Dru C) U — 0 LU Ca -1 cm C) 14-- < 0) U-) 0:, ALL ED. N-C-8-D-C MINES-; z- -0 LU i '- 4 Z5 Ut 11,9 P! Z ta X E T LL LU < A < C U R tASE b %A C) F L To the best of the Enginsefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Enginerees signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z< 0 0 z -0 0 > < cc U V) LL- Sit 0 0� Z Z LU Ln Uz Lij z Ln Z z t7u COO rn 06 T-4 :5 CL Uj (A z Uj x a SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIC VERSION No. 4al SHEET NO. 7.2 LO M 00 I5Z, 00 E -91 GF.NERAL INSTALLATION N TIES 1 . Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. 1 nstallation of lintel 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 fintels meet or exceed U360 vertical deflection, except lintels; 17'-4" and longer with a nominal height of 8" meet or exceed L11 80. 6. Bottom field added rebar to be kx;sted at the bottom of the lintel cavity. 7. 7/32" diameter Wre stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-In-plaoe concrete may be provided in composite lintel in Ileu 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, Florida 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 ASTM 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 Safe vertical I + Safe horizontal load 1.0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1 B/1 T BF40 1 B/1 T 8RF40 OB11T 8F32 1 B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6- EB/1 T tNOMINA, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. Fc p"F957sirntels = 3500 psi. 2. fc prestressed lintels = 6DDO psi. 3. grouted per ASTM C476 fg - 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net 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 or S. MELME FORM & GROUT SOLID r _�ZU.1 ��#5 BAR CONT. 0 8F12-1B/1T 'V"LINTELDETAIL SCALE = N.T.S. Is a C Is 0 son 0 1 a 01 mom 0 0 E 0 Is Oi Z 0 REBAR AT TOP IN, (1) REQ'D 1j ALTERNATE POWERS 4 A 11-1/2" _y__' 4 LEAR STEEL LINTEL 0 4 M.U. #5 REBAR AT TOP A' A MIN. (1) REaD 11-1/2"CLEAR 4 P �L� - I I N A GROUT N - > <1 L -45 REBAR AT 0 W BOTTOM OF 9 Lou 0, LINTEL CAVITY 0 'M -BOTTOM a REINFORCING e PROVIDED IN LINTEL % < a LL ci Z-. WLn > > L <1 7-5VACTUAL 40MINAL WIDTH (VARIES) ir LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL 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 manufacturer's 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 comentitiluos coating. See contractor specifications 6'-10" LL 6'-8" LL 6'-10" LL 5'-10" LL 6'-2" LL LINTEL PLAN — ELEV—B SCALE: Y4"=1'-0" Ln __j V) (D LU 0 LU D u Ln 0!� V) �_' CID U LU C14 0 < tm U, < 0 A _L IND. c; Z tu W UZ 0 Z U) '9 LL Z pg. LLI C ?,U IN /V I % �ASE % FLC) 0 F e S S I O't"�w To the best of the Enginser's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z GO: LZI Egg-. 0 Z Z� � Z 'a %%ftwoo 43: 0 > '0 qjj. --1 Lu U rq CL 0 __j W HIS M wt UJ Z Z Ln Z U.11 r'4 Uj < Z < Z t-u <ZU 0 Ln 06 Z LU LU Z r-1 V-4 0. (J) 8 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSM VERSION No' 4ol SHEET NO. 8 M LO I 00 00 0 E 00 Z_� 9-4 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 (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 GLAZJNG 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. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. 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, 2015 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 57MS 402-16 & ACI 530.1-13, ASCE 6rrMS 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 ad. 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 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 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: 7PSF 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 STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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 ad. (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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. 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 DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + 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-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-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 ft) 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/r 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): 3 1/2"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. 4.3. 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 W/ 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. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 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 SHEARWALLS SHALL BEAPA 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 ANSI/TPI 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 EMBEDDED'XBOLTS 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 sign which identifies the termite treatmentzovider and need for re -inspection and treatment contract renewal shall be provid 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. Inigation/sprinkler systems includimll risers and spray heads shall not be installed in V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth gradd shall not be less than 6 inches. Exception: Paint or decorative cememitious 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., shall be made with permanent metal or plastic forms. Permanent forms must be 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 r4 11 occurs befdre vapor retarder placement, retreartment is requiv 9. FBC-U31801 5d-gR0nrcret%Sve x ara�lmontar along the foundation perimeter am Ve a px f re t. must r a no sol t 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0* of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical bamer must be instalIV after construction is complete, includin rig , t .g landscapi _ and irTigation. Any soi disturbed after the vertical bahier 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 department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services'. 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. 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 PROFESSIONIALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" lY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Cl- U) 2-7 C-13 4--J uj U 0 Uj in Nz so M to C4 C, C2.'f I < U_ GO - 00 I Ln C; AI BID. N.C.8 D-C ;SAG .2 i.�, Z6 _j Lj LU Z 0 T cli Z UM LU F_ < u o�: 0 .90F ssjovkt�' To the best of the Engineel's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seel is only for the structural engineering portions of the drawing pages bearing EnginWs signature end seal. LENNAR, 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0,X L-U < C/) LLJ 0 0 z -a %%1.00 z M _j 5 0 =5 V, R 196 F- 9 CJ) tj 0 Ln LLI Z z LU r44 C%4 Ln z Cal Ln 06 z Z :s tu- LU uj 0 rn T__1 10- SCALE AS NOTED DATE 4/13/2018 TECH: JIVIUROSKI VERSION No' 4ol SHEET NO. SN .14 F3 M �0 011 P1 0 10 2 LO 0 - - - - - - - - - - - - - - - — — — — — — — — I I I 1 I I I — — — — — — — — — — — — — — — — — — — — — — — 101 -091 TANK -LESS W/H CORNER OF 7 1 1 1 HOME--// H C G GARAGE SIDE 000 0. 5-1-07 STUB -OUT FOR -019 _J -1 GAS METER 0 U-) 8 - - - - - - - -- #i __V , - - - - - - - - - - - - - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR 0 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 10141 (2) 16d TOENAILS - 2' X 8- @ 16' O.C. 131-9-1 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-51' (1) SIMPSON HTS20 OR (3) 16d TOENAILS - 21' X 1211 @ 16- O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24- O.C. 61-1" (2) 16d TOENAILS 2" X 6- @ 24- O.C. 8'-6n (2) 16d TOENAILS 2" X 8" @ 24- O.C. 11 1-0" (2) 16d TOENAILS 2' X 10' @ 24' O.C. 13'-0" (3) 16d TOENAILS 2' X 12' @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uri . . . . . . . . . . . . . . . . . . . . . . . . . ... . + . . . . . . . . �? . . . . . . . . . . . . . . . . . . . . . . . . . . . &D . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + + + + V-0- .-0. (TYP-) V-0- + -0"(Typ) oe + +/ + + + 4 + + + + + + + + + + + + 4 + 1 + uJ + + _+ — 15/32"CDX J + - + 4 Co + 4 . . . . + + PLYWOOD OR + + + + -+ .. . . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + 7/16"OSB + . . . . . + + 4. + 4, 4, /++ + + . . . . ... \ + I -KIDGE LINE 4- 4- 4. 140 MPH 003 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 FOR 8d RING SHANK NAILS 0. 1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED NOTE: l) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJolst Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x + 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 2x + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap NIt FILL CELL-\ STD. 90* HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od co NAILS TYP. �GIRDERTRUSS STD. 900 CONT. #5 CONT. #5 BAR 2X TOP PLATE HOOK BAR F #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 SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MA N Y WALL INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small gap 2" min. I I 2" " . 4 max. __TClinch nails when e possibi 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x41PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4- max. 16 6- 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yg' GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pff max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional consideration. Check wall or beam below.* w local building code for appropriate, details in One 10d box J areas=20 of high 6 or--10 sinker lateral load. nail each side atbearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --i DO NOT cut, notch or drill flanges Boise Joist Blocking t1stp.3"11flidl nRikatIS"n-c- QT�-' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL 1 N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists ........... _;Jz ............. meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist F-When joists meet over wall, provide 1 13/4" minimum bearing for each. I -Joist can be offset Web Stiffener Fastener Schedule Joist Bearinq ocation Series I Depth I En Intermediate BC1 5000sp 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000se-i-1--7/r BCI 6500se 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Bcl gosO 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d " 16d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. M A In* ROUND HOLE MAY DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6" 6"' CANTILEVER LARGER THAN 1Y2- THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2' 8 V-0" V-11" V-2" V-2" V-3" V_3" V-7" V-1111" 2-4" 2-9" W-2" 3�4" Any 16" joist 12 V-0" V-11" V-2" V-2" V-3" V-g" 2-4" 2�-1 1" 3!-7" 4!-2" 4-9" 5-4" Span (ft) 16 V-0" 114" V-2" V-2" V-7" 7-5" 3!-2" 3--10" 4!-9" 5�4' 6-4" 7!-2" 20 V-0" V-11" V-2" V-2" 2'-0" 3'-0" 4'-0" 4--10" V-1111" W-11 1" 7!-11" W-11 I" 24 V-0" V-11" V-2" V-3" 2-5" 3-7" 4'-g" 5!-10" r-2"' 8'4" 9-6" 10'--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. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2- ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. JC 5/8"0 THRU BOLT I.0 SIMPSC w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. top flange. _�>Install tight to SLEEVE THRU STEM.-/ SEE PLAN FOR--' 4� FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. /4"-2" gap Backer Block "Top Mount" "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"gapattopofboftom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger eb stiffner as flange is laterally supported by joist hanger. doesn't meet height requirements dc /he re, 0 6 X Joist epth I -JOISTS BUCKETS N.T.S. 'Ilia 4 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) wl (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 0151 10A X1 1/2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP 2 #5'sx4'0" CENETERED, @ PI�E� PENETRATION i 12"BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A. 4 SEE FND. PLN, SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE /,r-- PLUMBING LINE ..4 41 a. F -4 4 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 4 41. A 4 A-0 --i::: .0 4 4 _7A JeA ' . .. . - . 1�11 A SEE FND. PLN. SIZE & REINF. :z "::r- Cl- E3 U) :z Ln 0 (3) C_/3 4--J Lu (Z n U 0 Ch Of CD LU I so = * 04 gig= U I U_ 00 00 fil- I M A I -a we N-C-B-D-C 'r E; 4A Ru U) i P aLU LU z . 0 4D fA U1 WL a 0 W , G.0 om SE % 400t < o ,,si <1_ - Q t-- F ........ �90FESSJCI To the beat of the Engineer's knowledge, inforrnation and beiief, the structural plans and specifications contained within these drawings cornply with the 2017 Florlda Building Code - Residential eth Edition. EnginWs signature and seal is only for the structurell engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 z U, < U) o F- LLJ 0 > z _0 %%.00 0 > Cr =5 U (n .120 P Sit og U) LU z Ln z N In z cn M Cal r-I T z z t W 0 rn 00 T-4 15 a- T V) a SCALE AS NOTED DATE 4/13/2018 TECH: UROSKI im VERSION NO 4ol SHEE7 NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES !!!Lq� I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7' O.C. CEILING& 8"O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. /HURRICANE ANCHOR @ EACH :TRUSS (SEE UPLIFT SCHED.) W/ --METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA �-SEE SOFFIT SHEET 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1 #5 CONT, FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR _--.--ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 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 3114" BASEBOARD PORT AT EACH :7SDLAB FILLED CELL TYPICAL 01 P MIN. 2500 PSI CONC AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /—NOTE:EXTEND LO W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE M C 00 OP 6 MIL VAPOR z BARRIER /�7 COMP. SOIL. (COMPACTED TO 95% �35 MODIFIED PROCTOR 1*0 �2 ASTM D1557) LO 3" MIN, CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 14"1 V-4- STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"= V-0" � �3 Q, I 03io 2x#2SPFSTUDS - @16'0.C.W/(2) 16d TOENAILS T & B 2x P.T. PLATE----\ (2) #5 CONT. ON W CHAIRS (TYP.) R R, I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-15". 1/2- GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE -E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cn A 1 8" 1 - I w - L'9-- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. -WAr- 5/8"OR 1/2" HIGH STRENGTH "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE "X' @ BLOCKING @ 12' O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12' O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ E B N L P G E T E R 'X 0 0 M 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8"MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ ____,,-2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 5/8" x 10""J" BOLT@ 24"O.C. AW/ ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) WALLHGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". (ALT: 1/2"xl 2" TITEN H D @ 24" @ 3rd PTS FOR WALL HGT. > V-15". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) "MORTAR BETWEEN EDGES, AND @ 12- O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY' SLAB & BLOCK 5/8" x 10""J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24* O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT Cl) P.T. BOTTOM PLATE ONLY' THE "I S )N AND ELEV. 0'-0" OIL OR 5/8"x10'WEDGE ANCHOR @ 24- INCLUDE THE WALL L NOT / .11 - "I A.F.F. O.C.) 2" P x 6 W1.4 x W1.4 ATTACHMENTS 6 1.4 / T211\ \/6x6Wl.4xW Z� WWIF OR FIBERMESH WWIF OR FIBERMESH 31/2"MIN. 31/2" MIN. 4 1/2H L 4 41 4 4 4 X�_ ELEV. 4-3 AfN 1 4 Z 4 4 4 4 1 4 'F I A 4 2x4 CONT7-/ A.F.F. 0 U- a 2� 31/2"(min.) 4r" 1/9"(min 4" 4 1 C14 ;0 00 r3l '12 ft �;i n- - 4" 31/2" min.). GARAGE DEPTH VARIES FP 4 -P 4 (2) #5 NT. (2) #5 CONT. 4" 1'4' 8" 41' 1-4 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP -rB�� TYPICAL BEARING WALL STEP @ SHEARWALL rc-�� TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" � S3 ) "SHEAR WALL" SCALE: 3/4"=V-0" � S3 ) SCALE: 3/4"=V-0" � S3 /-2x S.P.F .......... S 16"O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 8"C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. '0 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON 3N @ 24" O.C. VERT. OR WALL SEE GG/S3) 1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4"TAPCONS *SIMPSON SPI SPACED EVENLY w/ (10) 1 Od NAILS P.T. PLATE TYP. ,,--2x FINISHED �ASSUMED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY ;0 t> NOTE: t> *FOR BEARING WALL CN W/ UPLIFT ONLY - Fil FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �3 SLAB INFORMATION. �11111A,j x6i M14 a 1:1:11 IWA IW"H 0 =11 H I MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" � S3 CL OPT: DEPRESS SLAB 5 Y2" E �2 DEEP AND 6' BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND E PAVERS I DRIVEWAY EXPANSION JOINT 0 CONCRETE SLAB 14" 13" O.H.D. PAVERS-\ RECESS 4t 2� — — C:QQ O.H.D. RECES -;P�m 4" op 4:, LrT=. A' rl- 4 4a L ca SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1'�" (1 STOR) ) / V-8- (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STC RY) Vff' (2 STOR ) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS rjT� GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. �3 ADDITIONAL INFORMATION. X D SSOYIII�- i 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 05�1r, 101 NAILED W/ 8d COMMON NAILS @ 4' O/C BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY ISO FORM SUBMITTED WITH PERMIT NOTE: (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ 5/8" x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" 3RD LAYER 1/8"THICK. @ K.O. BLOCK (10) 10d NAILS PLATE WASHER TYPICAL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE-----\ MIN. 2500 PSI CONCRETE SLAB W/ ,D 20- MIN. LAP [24- MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40�ksii #3 & #4 LAP SPLICE 1 FINISH GRADE 5- Fy_ 60 [GRADE 60 MIN. Fy= 60ksq 25" MIN. LAP [30- MIN. LAP] 4T, AL FARRIER s� 047 44t tt #5 REINFORCING BAR F I IM-0 1151-T! I I 1101 Is SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR 4 --j -31/211 E C-4 CONCRETE NAILS W 11/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE .0 7 Cn 6 MIL VAPOR BARRIER 14" 14- INTERIOR WALL SLAB STEP NON-BRG. SCALE: 314"=V-0" 36' MIN. LAP [36- MIN. LAP] '-#6 REINFORCING BAR #5 STD. 90 HOOK E� #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. ��3 -2X STUDS @ 24' O.C. U.N.O. GARAGE �!-1/2" GYPSUM WALLBOARD U - N - 0 W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 E'� WWF OR FIBERMESH I �m K S3 EE PLAN FRAME -DOWN FALSE BEAM w/ (3) 1 Od NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR x TOP OF BEAM IV (2) HTS20 fn I zQ Lu > co SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR./Ik (2) #5 CONT.-T ----I I.Wa ONT'CHAIRS1 8. 11-4" (TYP-) - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ,1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6 x 6 W14 x W1.4 WWF OR FIBERMESH 811 11. #---- 11; 4-4 H TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) I MESH Q s I FOR TRUSS I M1 CONNECTION INFO A 4 & LAYOUT DESIGN S EE ROOF PLAN A q A FOR STRUCTURAL BEAM SIZE & Als- CONNECTION INFO M A - 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL - 6x6 P.T. #2 SYP SLAB INFORMATION. - ABU66 SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=1'-0" �3 - SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD Es SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. VARIES PER PLAN -SIZE w/ MIN. (2) #5 VERTICALS 9 2 GRADE ---A ".] 4 FILLED SOLID (SEE PLAN FOR 17117 4 SIZE AND REINFORCEMENT) LU 0 4 LU LU LU 0 - BRICK PAVERS or SLAB PER W CA) LU 00 z 111 M COMMUNITY SPECS U- L) JEJ 14 4 I 1EEI I I- A 0 9X4161 III-] LTA 10 1 a =0 I I g FOOTING BEYOND PAD REINFORCEMENT-) CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL I( �N SCALE: N.T.S. � S3 < arm"& (n V) 0 C LU 0 LLJ Lh L'�—' E C) L.Lj 04 PC" - U. < Al I BID. N-C-B-D-C 'IV RE! ci z Lu LU .< n I z0j.94< j 'AD, < LLZ au www'49AG S E % < C F LO 4> "OFESSIO"' To the best of the Engineses knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages beahng Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com uj C/) Z -0� Q 0 z -0 06 0 0 F- V) C%4 C) LL. '�Rs r- Se r- r*4 0 LL uj < Ln LU r*4 Ln Uj LU < Z z C13 z t LU U1 9 z 0 06 :5 uj SCALE AS NOTED DATE 4/13/2018 TECH: 3MUROSKI VERSION No. 4ol SHEEr NO. S3 (MONO) r— - - - - - - - - - - - - - - - - - - - - - - 1 (2) 2X6 OR (2) 2X8 I TOP PLATE SEE To 1 PU PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2XI 2XI WALL BEYOND—\ FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER //-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3- DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d 14 MIN. EXTENSION FROM TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK I PLATE I WALL IS 11/2" MAXIMUM EXTENSION FR M EXTERIOR LO 91 - �0 T3 M CO co VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2"GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS I HEADER FLUSH TO OUTSIDE OPTION WALL I FACE OF BLOCK WALL IS 2 1/4" CL_ I TO DRAIN L- - - - - - - - - - - - - - - - - - - - - - - J I - 2x BLOCKING @ EACH END W/ 1 Od @ 4' 4"O.C. FROM EACH HEADER FACE TO BLOCKING T WA ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" I / VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 1--., �4 12 SEE TYPICAL WALL SECTION (TYPI SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24' O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID _-�:,�POINT EVERY OTHER + + ';� I STUD W/ (3) 1 Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO --- TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8"x10" "J"BOLT@24"O/CAMAX= W/8"EMBEDMENT r'nkiT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 41 MOUNTING BASE NOT SHOWN 13 FOR CLARITY SEE DETAIL E 0 KIS4 SEAT FOR BLOCK IS POURED, a C F3 IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE 001 L BLOCKING (TYP.) \----ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. �4 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COARSEBELOW. EVERY THIRD (3RD) COARSE THE 1 1"DOOR JAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT SCALE: N.T.S. "4..') 1,,,. �4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT W/ (1 NOTCH LINTEL WHERE REQUIRED BLOCK FOR CONCRETE PLACEMENT 4 4 _8" STD. 91THOOK J LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-10"WIDE (U.N.O. ON PLAN) --- OPENING FILLED CELL W1 (1) #5 VERTICAL—,-*" SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4* x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL k I _j LU > 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. 8x8xl6 C.M.U. GARAGE DOOR ... TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION 0 GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 1 POURED CONCRETE BASE FOR 'BOTTOM OF M LIN BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 8811 71" 58" 41" 34" 10" 63/4" 3 1/2" - )Mt�� IVO 4 2x CRIPPLES @ 16' O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP' DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET FOP ARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK ( �K SCALE: N.T.S. 1\ �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 4'-91 I (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION -ROWS 12d NAILS STAGGERED 2 @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2'xl 0' OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: �4 \_L(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE �io o" '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS N T RE UIR D P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 12 (TYP.) SEE ELEV. SINItS )ON SP2 W/ (12) 10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4"S.P.F. TOP PLATE 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED BOUNDARIES 6"O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16"O.C. rBLOCKING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 W/ (8) 10dxl 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 ROOFTRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. '0 (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---"- H I W/ STD. 900 HOOK IN K.O. BLOCK ME-2— v__ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE wif MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 LSPLICE �Ai[S TOTAL) EA. SIDE OF 'V CESTAGGERED ,9.* SPLI @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: BOTTON I SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD v TOP PLATE SPLICE DETAIL SCALE: N.T.S. � �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 P 2X STUDS @ 24" O.C. -5/8"XIO""J" BOLT @ 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P T SECTION PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4< 4 LINTEL INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 1 AND BB/Sl FOR ADDITIONAL DETAILS LS SIMPSON Spi SIMPSON SIMPSON SP4 SP4 //7INREICESS TEL 4T SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 �FTRUSS BOTTOM CHORD OR 2X4 BLOCKING W/ 2-16d TOE NAILS @ EACH END iu 0- 2x TOP PLATEJ ;2� V2-16d NAILS @ 24' O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @124" v O.C. MAX. PROVIDE P.A.F. NAILS OR T ___� 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL(__j� SCALE: N.T.S. � �4 2'x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a:. a HTT4 w/ (18) 10d NAILS (3610# SPF) a HTT5 w/ (26) 1 Od NAILS (4670# SPF) a 0 a DTT2Z w/ (8) 1/4"x 11/2" SDS (1835# SPF) a HDU2-SDS2.5 w/ (6) 1/4"x 2 1/2"SDS (2215# SPF) a a HDU4-SDS2,5 w/ (10) 1/4" x 2 1/2"SDS (3285# SPF) a HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) a HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) 9 HDU1 1-SDS2.5 w/ (30) 1/4"x 2 1/2" SDS (6865# SPF) 9 5/8" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT 0 a FOR DTT2Z USE 1/2"DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER& NUT a FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT 9 FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT W/ WASHER & NUT HTT HDU TENSION TIE rN SCALE: NTS SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6- STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM PrTE T_ \-5/8"x10""J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOFTRUSSABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"XIO"J-BOLTS '-0' O.C. @2 -MASONRY WALL 10d NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED rA R TRANSOM FRAMING BEYOND. - - - - - - - - - - - - - -PLYWOOD FASTENED TO TRUSSES L r WITH 8d COMMON WIRE NAILS @ 4 PLYWOOD O/C BOUNDARIES 6" O/C EDGES .0 SHEATHING & 8" O/C FIELD L o a SIMPSON SP4 w/ (6) 10d x 1 12" �zo o (USE SP6 FOR 2X6 WALL, USE - —PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2 w/ (12) 1 Od NAILS MASCNRY- o a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o-: 5/8"X1 0" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM 4 1 ft— I 2X8 P.T. BOTTOM PLATE 5/8"X10' 'J' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTE NATE' 5/8"DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24' O.C. FRAMING DETAILS ABOVE ENTRY rR ")I SCALE: N.T.S. 0 V z: 10 < __j U) V) 0 C_/1 LU U LU 0 k'n .0 LU C12 0 CCN, :� . L. a;< Ci Al I WID-1 N-C-B-D- ,,=,-7,,c I IF ��*l lr� /I I-LMS11111 a; UH z z U-_ I,, 4 a -W. IN i 0 0 U) % Z U. u):; r= In ak'alaw ,W�IWXDMI�Q 0 y S E z: < 0 Rz 0 f4 SSJO� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained wMin 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 Engineeessignature and seal* L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com uj z 1i fw- C� b z s wz 1j 12ff z z :D 'a N%..00 Lq 0 1�0 ";r U rn u) _j .120 IE r- -01. 186 58 0 LLJ 0 Z9 L a�j z C"4 z UJI _j C'4 In I T-4 ILU 2: < < z 0- ti rn ON co 00 z z LU Uj 0 r_1 SCALE AS NOTED DATE 4/13/2018 TECH: JIVILIROSKI SHEET NO. S4 z: = ------------------------- SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (118) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x I NAILING SCHEDULE FOR 2"A" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"All r)nier-p SEE STRUCTURAL NOTES 10d x 1 12" AT EA. 112' AT EA STUD (USE BACKNAIL wl (2) 16d NAILS SIMPSON H1 OA w/ (18) 1 SHEATHING DETAIL OHTI OUTLOO'kER QDA PnD')vA %MAI I HQr: inA 11111 AT CA - @ 24" O.C. L NAILING SCHEDULE FOR OUTLOOKER MNIJ NMILINU SCHICIL)ULC @ 24" O.C. TOPC ORD 0— an" I SHEATHING DETAIL FOR SHEATHING DETAIL BLOCK�ING FOR x 10 N FIRST FOUR ROWS OF 45* 1 -M F4AX TOP CORD BLOCKING 45*:t '// 2X4 CON7'L" BRACE TOP CORD BLOCkING TRUSSES @ SIMPSON H1 OA W/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3- FOR FIRST FOUR ROWS EDGES OF 2A CRO6� BRACE 1 Od x 112"@ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES H SHEATHING APPROX. 8 FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL I TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 32X4KIFKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACHJOINTW/(3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2A CROSS BRACE /C. @ 8'-0' O/C. @_004 _ WEB LENGTH & NOTCH AT r EA. END @ 48- O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 2x6 P.T. SS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 1 I 4 SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO 7/16" OSB SHEATHING F,NAILS & (2)10d TOE NAILS @ jv KNt:/ BLOCKING - - - - - - - - - - - - - - - - - - - - - - A17ACHED W/ 10d EA.END "�' @ 6"O.C. EDGES 1 GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"A" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3' @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. t INTO 2"x6" P.T. PLATE 2"A" LEDGER (MATCH BOTTOM CHORD L W/ @ EDGES AND 12"O.C. FIELD 2A PANEL BLOCKING 0 2A T' ON T6P OF PANEI RI OC14 WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4- O/C SPACED INSTALLED PER MANUF. 2"A" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48"O.C. f I MOISTURE BARRIER 5/8" x 10""J" BOLT @ 48" O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT 6-0111 INSTALLED PER MANUF. 16d TOENAILS PU E SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 W/ (8) O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER .0 �uz SIMPSON HGAM11 W/ (4) 1/4-0 1/2" SDS SCREWS TO BLOCKING & (I 1/4"x2 3/4" TITEN TO CMU 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH O.C. MAX) w/ MIN. 4' STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK ri GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) - 1 Od NAILS & (4) 1/4"x2 1/4' SCALE: N.T.S. � �5 SCALE: N.T.S. � �5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS -REFER TO DETAIL J SEE STRUCTURAL--,,,_ ON SHEET S5 FOR x NOTES AND NAILING X-BRACING, AND TOP SCHEDULEFOR CHORD BLOCKING ;0 ;0 SHEATHING DETAIL INFORMATION A 2"A" CROSS BRACE -WOOD TRUSSES �0 go APPROX. 8" FROM RIDGE FASTENED AT -2A RAT RUN BRACING 1 U2" EACH JOINT W/ (2) AT 24"O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSSSPANS W/ 2 16d 4a lot 2A PANEL BLOCKING ATTACHED - AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4"LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF @ 48- O/C FOR THE FIRST (4) ROWS OF 2A BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0. 148", L = 3') OR EQUAL (D = 0.207', L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) APrWITPrTHPAI PIKIIRH SIMPSON H10A w/ (118) I SEE STRUCTURAL A NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OU TLOOKER 2x4 OUTLOOKER FOR SHEATHIN9 DETAIL @ 24' O/C 2x4 OUTILOOKER @ 24' TOPCORD O.C. (OPTIONAL - SEE BLOCKING FOR .24"MAX. ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8' 2"x4w CROSS BRACE MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT 1" BRAC E 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 B SS SECTION FOR SIZE & SPACING) 2A PANEL BLOCKING CDX PLYWOOD OR K7116" ,,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /�-1/2" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAI S ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6' O.C. EDGES AND 12" AND 12" O.C. FIELD '�--(2)116dNAILS END TYP. TOP & O.C. FIELD BOTTOM ATTACHED 48"A 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "r ON TOP OF PANEL SIMPS6N 1 Odx3" @ 4" O/C HGAII OKT w/ (4) 1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36"O.C. SIMPSON SP2 w/ (12) 10d I ')yA I Cnr-11=13 AAATf-U OrNTTr)&A NAILS AT EACH STUD % DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION r4 SCALE: N.T.S. SCALE: N.T.S. ��5� 1 Od x 112" AT EA. 2A OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od OUTILOOKER r@ 24"O/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 1 24" O/C (TYP) BLOCKING FOR FIRST FOUR ROWS x OF TRUSSES @ :x 24" MAX. EDGES OF I SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSS z 1/2" CDX PLYWOOD OR 7/16" T \-BRACING w OSB SHEATHING ATTACHED (2) 16d NAILS w/ (3) 10d x 3" AT W/ 10d NAILS @ 6" O.C. \EACH CONN. @ 24" O/C ES AND 12" O.C. FIELD SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2"SDS SCREWS TO \-BOND SEE PLAN FOR BLOCKING & (4) 1/4'x2 3/4' BEAM ONNECTION TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS b) rum b-PLY, PRUVIDE 119f IJIM. X I LAU 0%,,MCVV0 VM CVUML 2x4"T"ON TOP OF PANEL--/ OnAf%C AO OUnIAM CnQ '1 131 Or I HE LAS I LAMINA I ION BLOCKING, FASTEN ITH ZX4 tiLUUKINU VV/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 0) Ktrtfl I U NUZO =U I IUN I 0..J rUt-i AULA I IUNAL INruKrv1A I ILIN COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARAG LOCATION il( �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (**8� r9 ADDITIONAL INFORMATION. SCALE: N.T.S. \,,�5� SCALE: N.T.S. '\,, �5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"A" MIN. SEE M/S5 CROSS BRACING DETAIL K-7� SCALE: N.T.S. � S5 ) 12 6.91 MAX. E E S5 2'A" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT TOENAIL- W/ (2) 16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.9. GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 '- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" _ OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2A TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (�—M SCALE: N.T.S. � S5 -I! BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) :1 2A BLOCKING-",, 2A T'BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @�4�' 4 .L O.C. TYPICAL CABLE TRUSS WEB DOUBLE 1" BRACING D ETAI 2A "r BLOCKING 2A BLOCKING @ 48"O.C. 1" BRACE ATTACHED - 16d NAIL TYPICAL � GABLE TRUSS WEB SINGLE 1" BRACING DETAILf" 6 SCALE: N.T.S. � S5 DIAPHRAGM 7 -4 BLOCKING @ 48" O/C GABLE TRUSS 4EE��E 'TRUSS VERTICAL (2)2"x8"L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'7 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: I EXT. WALL CONN. 0 NON — LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. �,S5 1"BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"A' (U.N.O.) "L" BRACE 2'4" (U.N.O.) 1" BRACE 24" 07 - X-0" T-0"- 61-0" V-101" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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 61S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4'xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) I— /—GABLE TRUSS -STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE: 3/4"=1'4r MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Uj 0 Cr CORNERJACK Cr LU z Cr 0 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN g� I TOP & BOTTOM CHORD GABLE END BRACING @ 4!-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES ASPER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Ln ILD aj C-1�1 4--J LU 0 LU LU c, LL 00 -00 AlI BID N-C-B-D-C z- U) 2 Ell w CO q 0� I au U1 Z 0 2 E z LLM LU % W till E 0� S, F 0 '?OFESS)iOV't�' To the best of the Engineer's knowledge, information and bs6f, the structural plans and specifications contained within these dravvings comply With the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only fbr the structural engineering portions of the drewing pages bearing Enginsees signature and sea[. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 o F- U) z :D -0 F— X 0 LU U U) ("4 R ign < 6 OP ad 2 r4 r*-. cl: ILL. 6tt Uj in N Z z LLJ r*4 Ln Lij Lli 2: < x < z Ln z Z t- U Uj �z 0 rn 06 T-1 a- (n 8 SCALE AS NOTED DATE 4/13/2018 TECH: IMUROSKI VERSION NO' 401_ SHEET NO. S5 r- LO 9 LL11 W) cn LO I Do 1� E5 M 4! ?_ L5 Lo Go E �10 (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 HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24' _Z7 O.C. MAX. SHINGLE ROO SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.1 15/32"CDX PLYWOOD OR 7/16" BAFFLE I O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SNI) CHART ON FLOO PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2"HIGH STRENGTH CEILING 2x SUB FASCLA BOARD PER CODE W/ 13/8" DRYWALL '\,_�--t-�SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS T'O/C CEILING & 8"O/C WALLS ATTACHED WALL SHEATHING TO 1/2"GYP WB (2) TOP PLATE W1 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 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 W1 (2) 10d @ 6- O.C. METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od t7u to LAYER 1/8"THICK. COMMON @ 6- O/C EDGES AND 12- O.C. FIELD -INSULATION PER 1/7 GYP. WB OR 3/8"PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C � TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 rB Y �R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQo- 1_,,��S 6� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT \PER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 4 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 1x WD FURRING @ 24"O.C: Vo kTA 2-11 N in E 11 =111 11 STD. 90 TiOOK (SEE DETAIL) 8*X8"X16"CONC. KNOCKOUT BLK. W11#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL w (n AT GARAGE CONTRACTOR U's TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4-10 6- BELOW GRADE -INISH GRADE ;0 STD. 90'HOOK (3) # 5 REBAR ON 3- CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2"NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" 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— SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 1 1/2"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 rEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSSMOIST To, 2"x BOT. PLATE W/ O.C. (2) 10d @ 6 NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS SCALE: N.T.S. �6 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 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2'x4" CROSS BRACE @ 4811 -7 \-SIMPSON HETA20 W/ (8) 1 0dx1 1/2' O/C FOR THE 1 ST 2'-0" OF NAILS @ 24- O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING & MIN. 4"EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 11- 2"x BOT. PLATI (2) 10d @ 6' 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION 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 WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK 19 @ MASONRY IIST FLR. SEE J/S6 SCALE: 3/4"=11_0" FOR ADDITIONAL INFORMATION, PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4"x2l/4"TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U,C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F D LOOR TRUSS) ro SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2X BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6'. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16"O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2' GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24- O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. X X . TYPICAL TENSION 2600#.) zo (3) #5 CONT. ON 3' 8. V-8- 8" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION I('S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" ADDITIONAL SLAB INFORMATION. �,S16 1&37 OSB EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - (2)- 2x TOP PLATE BEYOND —15132"OSB EXPOSURE1 1L F SHEATHING w = SOLID 2x 0) BLOCKING @ ALL SHEATHING U) EDGES(SEE OPENING SECTION X-X) w a. u F_x R Lu x --I] _2xSTUIDS w x BEYOND. co S EE PLAN a _j FLOOR SYST 17;7 '-2;4 P.T. BASE PLATE BEYOND 2xRIBBONOR-7 VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM IAI A I I f-I r-% 1 A'ri^k 1 r%1 A r%f% A I A 4 FT. 7 4 FT. 2 2 5 FT. 4 FT. 5 FT. 4 FT. (D 2 F T. T. 4 FT. ROOF NAILING ZONE DIAGRAM ,20, 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE : NAILING ZONES (SHINGLE AND TILE) w _j ;� ZONE 1: 8d RING SHANK NAILS C 6"O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'0.0 IN FIELD ZONE 3 8d RING SHANK NAILS 0 4' O.C. ON EDGE AND 4- O.0 IN FIELD a (NOTE: IF 5/8'PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 10 PLYWOOD (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24/16 w U_ 0 _j -4j SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH I t; CD LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 3 LL � L M STUD AND OR BLOCKING AT ALL EDGES. C', LU 0 U. x 0 ch A MINIMUM 1Z 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 S 3/4 S 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING NAIL AT BASE 2 ROWS @ 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 SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W1 8d COMMON NAILS CD 4' O.C. MEMBER IF GABLE END @ (2) 8d NAILS CD 3' O.C. TO EACH TRUSS END OR @ VERTICAL E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 10 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Mr. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7116" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 4111( ) Sd NAILS @ 3' O.C. WALL SHEATHING INSTALL. � �6 &NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS F R 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 144 (2) 2x HEADER SEE PLAN 1 INTERIOR HEADER: JEA BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS a EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 11/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2X BLOCKING AT THIRD POINTS 5/8"DIA. x 10""J"BOLT W/ V' EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 V �t I hAxW1.4 SH C111 .11 lEd I Ed I A I I—, I (3) # 5 REBAR ON 3"CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING W HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4"WALL 2"x6"WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1)LSTA30 4-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (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. ;0 FINISH GRADE E? g 5 @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. v S6 . I "I . I I I 0 < __j U) In 0 Cz LU 0 LU Ch Lh LU Cr4 C', U_ Al I IBID. N-C-B-D - C 3; :,, 00 U) 1 6 us zo a! z U) 11- --,.5 I� UA og Uj a z . 0 40 U) z LL LU 111111 *1�_ 1W13k*01'(GC0x�1 1. v (0 0 w LO IF 4 V, , "?OFESSIO'tk �\\N To the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within b)ese drawings omply vAth the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal Is only for the structural engineering portions of the dravving pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 9 uj z 0 Ado < Z Uj Ul �� ff w 4< M C) 0. 06 U) iu z -a M 0 W => rq W U) �z < H f-4 Uj z Ln 1171.4 9 Z LU _j r'14 Ln -I z < z t cn ON -4 100 0 06 LLI SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSKI VERSION N 0' 4ol SHEET NO. S6 L (MONO q_ r4 F3 M .0 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). 1 3/4x 11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC'--,, INTO STRINGER H "16, J-.,-2x8 BLOCKING FOR STRAP L-1x4 blocking Sl MPSON MSTA21 w/ (16) 1 Od NAI LS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN V1 EW SCALE-.T' = V-0"' E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS"', 00 E 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 9 MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON io AND 1/2"GAP TOP AND MTS12 w/ (14) 10d x 1 E 0 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2xi DFrFT ST e IP CL 2x4 PT NOTCHED INTO a_ STRINGER AND TAPCONED\ 8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: ? = 1 .-0; JOIST SYP 2x8 SYP IC STRINGER MUST MAKE FUL CONTACT WITH LANDING L 'F A —ALIGN THIS STUD WITH E OF 2ND RISER -2x SYP CUT TO FIT BEARS IN WALL -----'-2xl2 SYP L - BEARS IN WALL B '-2x6 SYP n_4 qyp M. r)r..(ING\ 2x4 PT NOTCHED INTO STRINGER-\----// FOR STRAI AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wl AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL I DOES NOT BEAR IN WALL GLUED TO 2x8 2x12 SYP SCAB 2A GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND4"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 1/10 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J"X 2 J' TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T' X NAILED TO STRINGER 2 t'TAPCONS @ MAX. 32' O.C. SECTION VIEW "A". SECTION VIEW "B". SCALE: 1 1 1-0" SCALE: 1 V-0" 2x8 SYP 64 STRINGER MUST MAKE FULL CONTACT WITH LANDING TLIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER TREAD--.,. X�Z2x4 DRAFT STOP 2x SYP CUT TO FIT 1___rMUST NOT TOUCH STRINGERS G BEARS IN WALL 2x12 SYP BEARS INWALL _f__,_4-22x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 2x6 SYP k -2x4 SYP BLOC:KIN FOR STRAP (SIMPSON MTS12 wl 2x4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAl LS) AND NAILED TO FLOOR WITH GLU 2x4 CUT ON B�EVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D". SECTION VIEW "Ell. FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" 1�f_t PLYWOOD -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 -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1"= V-0" 'If?A SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4"GLUED AND NAILED TO STRINGER �KOR DRYWALL SPACING H SCALE: 1"= V-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN y`-E� Z5 1= L; I I U N V I 1= VV 0 1 /-XIM koUINO I MU%..# I IUIN Ut: I MILO _K�F SCALE: � = v-0,; (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTION VIEW licit SCALE: 1"= 1'-0" TOP OF STRINGER CONN. TO BOTTOM OF NEWEL 1-0.5 1 %1% PER CONTRACTOR F-1 I FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 j x 16' VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST. .SECTION VIEW "G11 SCALE: 1"= V-0" BLOCKING SCALE: 1" = V-0" �F SECTION VIEW SCALE: j"= v-0; JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THEBLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT - TO )ISTS) 2X STRING6 2X BILOCKING PSON MTSJ2 w/ 1 Od x 1 1/2" AILS; 2�D OR 3 D 2X BLOC NG RISW U VARIE ECTION VIEW 111-111. SCALE: 1 " = V-0" 0 4--J 0 LLJ LLj CC3 C., Lan C; A I ED. N-C B-D-C 00 0 fAa;MHPN� 1, 0 z z LLI InLU a 0 LL42 W. 6 C M z 4n Im ul WW IV \A (0 )�I; 0 F1 C OFESSI To the best of the Engineees knowledge, information and belief, the structural plans and specificadons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Englneees signature and seal is only for the structural engineedng portions of the drewing pages bearing Engineer's signature and s". LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ z (L 'z" 0010 E96-. de 0 z z U) 0 F_ LU U LU 6LL cr_ UI) Ln < ULI ad Z z uj (**4 11714 Ln di z U co 00 z z t- U LU Uj 0 rn V_4 0- x Ln x S SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSIC VERSION NO 4al SHEET NO. ST A 1/4" MAX 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1X4 /2' DRYWALL DOOR JAMB (REFER 1X4 F 1/2"DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 h 1X4 1/2"DRYWALL 1X4 TO SHT. SDW2-K1 P.T. P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 1 X4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16-0 X 3-1/2' L NG FURRING TAPCON. INTO STAGGERED @ 1611 TAPCONS STAGGERED I 2X8 LL11X8 BLOCK@ SPACING 1" DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED@16' C. 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. -3/16" x 3 -1/2" A TAPCON @ 16- TA CO N 0 C 4 F O.C. & 4" FROM R 1X4 P.T. 3/16" x 3 -1/211 DOOR JAMB (REFER DRYWALL DOOR JAMB (REFER ND EACH E' EACH END W/ MIN- DOOR JAMB (REFER TAPCON f TO SHT. SDW2-K1 FOR F-1X4 F1/2" TO SHT. SDW2-K1 2" EDGE DIST. 2" EDGE DIS_ TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 2 10d @ 12' O.C. - O.C.1 1X4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 3/16-0 X r zzz/z/ 9 0 T Aq O;zr 2x P.T. AS REQ'D L 2X8 P.T. 4S LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2X8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4"TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8"O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACEI BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR X\, BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHONZ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. �S 21-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. EMBEDMENT IN /4"MAX BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK I 1 X 4 FURRING 8d NAILS @ 8- O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END BTWN'17 0 PROVIDE 2 x 8 DIAG. BRACE VERT. BRACES WHEN HGT. F BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T P! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION LO 9 TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE E 7/16" OSB ARCH PANEL LO TO FIT ARCH CONNECT W/ 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) T3 BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL M INSTALL WDW, SCREW--__� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL 13-13 SCALE: N.T.S. 1\ �S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY LO AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS C"i 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE"S" OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS E IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 9 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 0 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST e REMAIN FREE OF MORTAR. 0- H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. S2 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. 8 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 21-011 SECTION A -A 8" 1/4"x3l/4"TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4- MIN. OF START OF ARCH START OF ARC EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING COURSE) (EVERY OTHER EXPANSION STRIP 6" MIN. LAP SPLICE W/ REIN 7� FORCING PANEL PROPER INSTALLATION UNACCEPTABLE INSTALLTION MAX. 8" # 4 DO NOT DO THIS FILL SOLID BOTH CELLS #5 RE& (TYPI) STD. 90, HOOK 0 F, 1/1 Lila 7/ t ±5A IL NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W1 (4) 1/4"X1 1/2" SDS SCREWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4YP WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED 0 4 O*C ICING ATTACHED , HEDULE PER NAILING SCHEDULE IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2X4 #2 SYP @ 24' O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16- O.C. SECTION @ ENTRY SCALE: 3/4"= V-0" � �Ss FILLEDCELLPER FOUNDATION PLAN + kR YP.) Tw 44� PLill # THE 0 :S 0 Ere. + + + + + + .1 + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. ol PRECAST LINTEL MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL #5 REBAR (TYP) 0 04" OSK. 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR 2'-6"TO 4'-0" O.H. (2) 10d NAILS @ 8' O.C. TO TRUSS TOP CHORD %71Y --PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + SEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION rM SCALE: 3/4"= V-0" �S SIMPSON HTT4 W/ (18) 10d x 1 W W M AT PERIMETER WHE*RE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED W/ SIMPSON "SET" COVER 61-0" F.F. EPDXY MIN. 6"EMBEDMENT 8 3" MIN. EDGE DISTANCE x; -A GRADE N 7 C14 N \1\_(2) #5 REBAR. MIN. 3' 16"MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" q;:r- qWI=I=T 17112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 U_ 0 LU 0 @ FIRST COURSE 4141, 4f# 4k* 4t# 41## 2'x BOT. PLATE W/ (2) 10d @ 6- O.C. �>l ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12- O.C. w/ 1 x1 /2" DS SCREWS E- C A i C B JO lip INTO BAND JOIST & (4) 1/4'x2 3/4' TITEN INTO K.O. BLOCK N rl A RETROFIT FOR MISSING EMBEDDED STRADI SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: FILL 1st 4 COURSES SOLID WIGR OUT .7 FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR F-..t 1. '� '_ FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 1 -011 5 A"INISH FLOIQ I '__—#5 BAR to" i V CENTERED W/ 2 IN TOP 9 a .0. KNOCKOUT/ N CHAIR BLOCK % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS AN FILL CLE DIRT STANDARD go. HOOK #5 BAR IN FILLED CEL LoL le.&P,0 w. TING SIZE AND STEMWALL FOO MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1 I -On OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING (2) #5x6'IN CONC. FILLED CELL DRILL 3/4'�(5" MIN. HOLE SET BAR IN EPDXY 4- SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c, I $ < dpwillIIIIIIIIII, ki V) 0 C1 (1) — 4--J U'> LU Ca U LU 0 Lh v F- LU - ;2 cm .0 cD U. 88 Ln fg, 0 A III �W D. N-C-B-D-C mo 141 :2 ; Z. :T.5 s LU z co 75 Z us U 10 !�Ayflljl, 1 0 Y" �\\ ?,OW N S E < % 0 F ��z OOFESSICIt� To Me best of the Engineers knovviedge, Information and belief, the structural plans and specifications contained within these dravAngs comply vAth the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the dravving pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com a: iz, 166-. F� C) z 'a 2 0 a) > 1110 yj U LA U) 11 u- < LU t P 6 96k :;1; M ;� uj 1101� Z Ln Z LLj Ln Lij < z Lij < z 1171 ca 0 00 z LLJ I SCALE AS NOTED DATE 4/13/2018 TECH: 3MUROSKI VERSION N 0' 4ol SHEET NO. SS CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANISI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (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. TRUSS----7 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. C-4 00 7- F3 V, I L4 I WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS ATTACHED PER NAILING STRUCTURAL SHEATHING SCHEDULE E �0_ I _r Re --- AK WOOD WALL OR TRUSS. SEE PLAN 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7 SCALE:NTS vvi &-I vu %'W "��l I I I vv"� TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE wl (3) 12d NAILS WHEN REQUIRED wl (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS i __/ / I CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 81-011 MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E - "'u N SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (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 �RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS r3 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ---------------- ------ ---- x ROOF SHEATHING x ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION r NAILS TO TRUSS F SPFTOP INFORMATION. BOTTOM CHORD PLATE 4VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W1 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16"O.C. MAX. INFO. 4 SECTION @ ENTRY SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( )I MPSON HUC41 0 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULEIPLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORJ REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP@ TRUSSB U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (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) 2x4s OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) S I M PSON HETA20 w/ (8) 1 Od 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:NTS kSEE PLAN I, I FOR CANT.1 COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 1 Od NAILS TYP. U.N. 0. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A �� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=1'-0" SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO L� 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2"PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST v L& SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL . A 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2`� SCALE:NTS 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 ATTACHED PER NAILING ff--n SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WA SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER wl (3) 1 Od ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2XII 0 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION I 1Z'X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH [I 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: NTS 7 LOW ROOF/WAL L SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (110) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----" Z- (2) 2X6 BLOCKING UNDER-- FLOOR G.T. RAISED B0170M CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. 'N SECTION@ BUMP OUTr3q SCALE:NTS DETAILS & SECTIONS (D !9 = M 2-7 ;z (n (D 0 4-J LU M 0 LU LLJ CC" < -6 U_ cc - 00 a I t� cm A I W D. INZ02—k- D,'7,c \T/z L N-J j F I 10 U) Ile- B1 iz!2 LL1 44 LU 0 z FA UM IE LU A Z 541.0 WWW.FDA-hFCkq0MAj ....... jLb S E < 4 t; F 04 '90FESSIO"t� To the best of the Engineers knowiedge, information and belief, the structural plans and specificalions contained within these drawings cornply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering pordons of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 WWW.LennarTampa.com 9 1� a: 00-%% U < U) z 0 0 z :D 'a fa %%.00 LU 0 U U) _j J < Uj 196 6 Pig f-4 N C) 506� < Uj z In r*4 z UJI _j Ln '.4 Lij Lii z < co Ln z Z tu- LU 0 On I r-4 SCALE: AS NOTED DATE 4/13/2018 TECH: MUROSIC VERSION No. 4m 1 SHEET NO. D1 cr E LO LO �5 L0 041 E 9 C9 .9 Lz E 0 �2 CD C�! t2 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2- (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TO CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL (31 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEEFOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS LO FLOOR STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS B 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. ITI ----- SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x —FLOORSYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 wl (6) 10d x 1 1/2" CLIP EACH SIDE U5<1 OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2"GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16-) FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" 0. Cd JOIST SEE PLAN (2) SIMPSON MS7 M I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHIN (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 Y TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIS END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 1 Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @w 2nd FLOOR K3\N HEADER CONN. 2nd FLOORK' 4N), SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP-7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION '0 PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" T_yP 2-2x4SPF SIMPSON CS1 6 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/ U E FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) S I M PSON LSTA30 w/ (22) 10 NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C SIMPSON SP1 W/ (10) 10d NAILS AT 16" O.C. U.N.O. INTERIOR HEADER NAILING AREA (TYP.) IDE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS, EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/ (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 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x ----------------- PLATE SEE PLAN MORE INFORMATION 2xSPF EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C., 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x - I C PR qEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C W/ (2) 12d TOENAILS T/B (2) 1 Od TOENAILS AT EACH END OF \� BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 < SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL) @ 24- O.C. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) -2x4SPF 2X CRIPPLE AT EACH END OF 01 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 SEE PLAN F��' 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER 2 x 4 #2 SPF STUDS TYPICAL BLOCK WAL L 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 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPI 2 x4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE vl� SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ 7. 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 U i �j TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR r6 STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER v�CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH 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 ,(2) SIMPSON LSTA24 W/ (18) 10d NAII (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON 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. EXTERIOR HEADERS 3" 0/ L ""_�2x 2x CRIPPLES @ 16" O.0 (2) 2x HEADER SEE PLAN @END OF HEADER. SEE__-�, 2x SILL PLATE W/ 12d TOENAILS. STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x A TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING '44, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END 0 F 1 Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x I 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 A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH S I M PSON LSTA30 w/ (22) 1 Od NAI LS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 81fo.c. 0 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 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 1 Od 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 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0V < (palm V) (D (1) U-3 4--J LU 0 LU 23 LLj 2 f CD Go 00 A A 00 re Z6 LU LL1 z I'M U) Uz U) M < Uj - IN S S E r0 % .0, 1 < di 0 F 1� '?0FESS%0'lf4 vlell r I To the best of the Engineer's knowledge, Information and belief, the struchiral 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 portions of the drawing pages bearing Engineers signature and seal. LENNAR, 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1:3 z g CL 0 LZU < W 0 0 0 Z LLJ 4 0 U) 06 -q Lu U V) U) < tj 50 LU Lu cl� < Z Ln Z LLJ r*4 Ln z zu 00 Z z L LLj 0 %-4 SCALE AS NOTED DATE 4/13/2018 TECH: IMUROSKI VERSION No' 4ml SHEET NO. D2 WEATHER RESISITIVE BARRIER TAPE- (ASSENSLEOWNDOW) I HEAD FLASHING TIE-IN INSTRUXTIONS: 1 1 . Cut, fold up & temporarily secure weat ESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation ANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under weather resistive barrier D WATERPROOFING METHODS TO 3. Fold weather resistive barrier back over head USED. flashing and seal with tape I Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER LO C" LO I !2 F3 - M Pi LO I co E EXTERIOR SHEATHING REFER TO TECHNICAL L COMPATIBILITY ETTER ON CHEMICAL SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rWEATFEFr- �E BARRIER & LARILY 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 (SEE DETAIL WP07) ED FLASHING UNDER DECKING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" 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"A" 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 I D .KING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING I � < SELF -ADHERED FLASHING NAILING FLANGE 1 @ 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E AM 0 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 HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 14� V. E I SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING It ®R RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE - \. 1 SELF -ADHERED FLASHING --------- I - -1 SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST KENN OUTSIDE CORNER Water Resistant Bartier 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 layerof No.15 asphaitfelt, freefrom hoiesand breaks, complying with ASTM D 226forType 1 feltor other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or matedal 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 (1152 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 taming 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 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (13" 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 ASTIVIC 1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211 to 211 Above Roof Sheathing ORR 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 IRON NMI "i� 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 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 0 V 2_1 $_ Z: (n V) 0 C1 C-n 4--1 (D (Z U 0 UJ (D- (,h r*, 1120 0 LU (21 1-- CN 08 a: -00 Rg A I .-C-.-D-C IV * T, 6 Z IR, cz" Z U) 5 L� W UA 10Z -2 0 U) 4 -S Z5 M -, P M Z UM us 60 UR WWW.FDSENG.COM CDO cli To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these dravvings comply vAth the 2017 Florida Building Code - Residential 6th Edition. Engineses signature and seel Is only for the structural engineering portions of the drawing pages bearing EnginWs signature and seal. L E Iq NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 LennarTampa.com Z< a: dZ 0 U) _J g 6 0 �2 U 0 LLJ 0 Z :D 2: -0 (0 L_ (V *ft.,00 tzi LL 0 X 0 > 0 U Lf) LLJ < dogi 0� < Z Ln r4 Z U.1 C'14 Ln � dv <Z < Z ro Cal Ln C.ILiI Z Z 15 LU 0 rn T__I 0- 1: V) 8 SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSKI VERSION NO 4ol SHEET NO. W P I March 20, 2018 Re: Wood Construction Conneetbr Compliance for 2015 international Codes & 2D17 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code 08C) and 2017 Florida Building Code (FBC) specifies that joist hangers shall betested perASTM D7`147 Testing and &tabbbing Loods ofJDisf Hangars. Previous versions of the IBC and FBC required testing to comply with ASTM DI 761 Ted Meffiod for Mechanical Fasteners in Wbod. Both methods determine a oonnector's allowable load as the lowest of the following: 1. Lowest ultimate of three to" (or average of 6) vvIth a safety factor of 3 2. Average load atl/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The printery changes in ASTM D7147 are requirements to measure properties of the tested materials, such as at" strength, fastener strength, and wood specific gravity. The heated ultirrate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services OCC-ES) revised AC13 Acceptance 0*969 for Joist Hangers and Similar Devices in October2016 to incorporate a methodologyto evaluate products to the 2015 I -Codes. Simpson Strong -Tie isvworldna on re-evaluating vvood construction connector leads to the new standard to update our product evaluation reports to the 2015 ]-Codes. As soon as the updated evaluation reports are completed, me will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recom*rwd that building departmerwts under the 2016 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2D12 and 2014 editions, respectively, until July 2018. The information in this later is valid until Sr-4=18 when it will be re-evaluated by Simpson Strong -Tie. Pksase visit YtImstronatie.ligM for additional pertinent Information. If you have questions or need further assistance regarding this matter, pleam contact the Simpson Strong -Tie Engineering Deparbnent at 800.QW.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. A04 Keith Culkim, P.E., LEED AP dwSOW Engineer, Southeast U.S. Branch Pop I of 1 ShnpsonStronq-TieCornpany Inc. 222iCow"Lons McKinney,TX75069 Phone: 072.542.0326 F=972.59.41139 anow.stronotiocorn A3 FL17244.1 101 ESR-3455 A23 FLID446.2 CD co -M a) > 2 CD_ CL 2 ca *--# CD U) .0-0 CU -Cla 2 a) 0 m. C -9 :-1: 0 U_ CU C) 0 > 0 E (D 16- lb J=_ CL ICU U) ESR-26M HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2649 HD212-2 FL 1 7232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 F1.10856.6 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 H0216-3 FL17232.3 ESR-3445 HU216-3 FL10M.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the irftmadon and approval numbers, on the building components listed below N they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. HD28.2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10866.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 Category'subcategiory Manufacturer Product Description Approval NumWs) Tog Pressures HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 1. EXTERIOR DOORS HDO41D FL17241.7 ESR-3444 HUC0410 FL1 1488.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf a HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM2DDS03 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87.0/-67.0 pat HGAM10 FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.01-67.0 pat HTA16 FL176W.4 Evaluation Report HETA18 FL1111473.6 SIM200802 ThermaTru Firber-Classic and Smooth- -Star (NON -IMPACT) FL20461.14 +87.01-67.0 psf HTA20-18 FL176M.4 Evaluation Report HETA20 FL11473.6 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01�67,0 Pat HTT16 FL173242 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth-Ster and Benchmark FL15225.5 +67.01-67.0 pet HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermsTru FiberClassic, Smoothstar, CtassicCraft, Rustic FL7840.1 +87.01-67.0 psf HTW16 FL17244.8 ESR-3455 HTS18 FL1045e.22 ESR-2013 HTVV20 FL17244.8 ESR-3455 HTS20 FL1045a.23 ESR-2613 B. SLIDING MI WIndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 Pat HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2e13 PGT Series 5570 FL251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 C. SECTIONAL Clopay Building Products Residential WindCocle Doors W5 (SX7) FL15279.37 +30.0/-32.0 Pat HTWM16 FL6223.2 Evaluation Report HTSMIS FLI 1473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 pot HTWM20 FL6223.2 Evaluation Report HTSM20 FLI 1473.11 SIM200802 Clopay Building Products Residential WindCocle Doors W5 (8X7) FL15279.85 +38.0/-42.0 Pat HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 Clopay Building Products Residential WrxlCode Doors WS (16X7) FL15279.102 +37.0/-41.0 Pat HUGT3 FL8=3.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FLIOSWR4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL1085e.11 ESR-2649 2. WINDOWS HUS2e FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Sedes'185 FL17499.2 +50.01-55.0 pot HUS28 FL17232.6 ESR-3445 HUS28 FL108W.11 ESR-2649 PGT series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 pet JL24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 C. FIXED MI Windows and Doors Seriesles FLI&U9.1 +40.01-40.0 Pat JL28 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 PGT Sense 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10656.107 ESR-2649 D. MULLION MI Windows and Doors San" 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FLIO&96.109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 F1.10655.111 ESR-2649 E OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10M.112 ESR-2649 JUS28 FL17232.11 ESR-3445 LUS28 I'l-10556.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10855.118 ESR-2549 3. PANEL WALL KLEG3 FL17241.15 ESR-3444 LEG3 FL10867.71 ESR-2615 A. SIDING James Hardie Building Prod. Comptank Lap Siding and HardePlank Lap Siding FL1 3192.1 - FL1 3192.2 N/A KST200 FL17244.15 ESR-3456 MST60 FI-10852.7 ESR-2105 B. SOFFITS Aiside Solid and Vented Soffit FL1 5272.1 - FL1 5272.2 +70.01-70.0 Pat Cn E =:3 CIO > 0 < =:3 -6-0 (D U) M > 0 &_ -6-0 0 L_ Q_ CIO M < CU LU < Z z (L LSTA12 FL1 7244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3465 LSTA16 FL108M.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL108U.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A N/A LSTA30 FL172441.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tarnkc, 151b Felt Underlayment FL12328.6 N/A LSTA35 FL17244.18 ESR-3465 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FLI 1495-3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT20B FL1 14953 ER-130 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A LTT131 FL1 7219.2 ER-0200 LTT131 FL11495.3 ER-130 Lornanoo, Inc DA-4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FLIG450.29 ESR-2613 E. ROOFINGTILES Borall rile Villa 900 FL7849.27 - FL7849,28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL114701 SIM200OD3 Boral rile Saxony 9W FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LB30 FL10448.15 ESR-26M F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum Gulfiok 16"wide roof panel FLI 1651.2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2806 MP4F FL17244.24 ESR-3465 LTP4 FL10446.19 ESR-2WS 5. SHUTTERS MP5 FL17244.22 ESR-3465 LS50 FL10446.16 ESR-2WS A. STORM PANELS Global Protection Products Steel Storm Panels FL15076.1 - FL15076.2 N/A MPH3516 FL17240.3 ESR-3447 VVM1416 FL10667.88 ESR-2615 All American Shutters & Glass -Galvanized Galvanized Steel Storm Panels FL17869.1 NIA MSTA12 FL17244.18 ESR-3455 MSTA12 FL10862.8 ESR-2105 &STRUCTURAL MSTA15 FL17244.18 ESR-3465 MSTAIS FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTOR& USP Structural Conn. sea chart MSTA24 FL17244.18 ESR-3455 MSTA24 FLIOSS2.9 ESR-2105 ANCHORS Simpson StroWTie see chart MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2106 B. TRUSS PLATES ITW Building Components Alone Truss Plates FL1999.1 - F1.1990.4 NIA MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI, PSL, LSL FU5527.1 - FU5527.5 N/A MTW12 FL17244.8 ESR-3456 MTS12 FL10458.33 ESR-2613 MTWIS FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintals FL168.1 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 N/A MTW20 FL17244.8 ESR-3456 MTS20 FL10458.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL1 1470.9 SIM200803 NFM36X12 FL578.2 Evaluation Report MBHA3.56tll.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBMA3.5&16 FL13904.6 ESR-2618 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10"1.4 ESR-2330 The products listed below did riot demonstrate product approval at plan review. I understand that at the time of inspection of these, products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and cerfifiecl to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. PAU06 FL17239.13 ESR-3449 GLTV3.518 F1.10867.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS18 FLIDS52.1 ESR-2105 RFUS FL6223.5 Evs6stion Report HI FL10458.5 ESR-2613 RS150 FL17244.27 ESR-3456 H10 FL10458.6 ESR-2613 RT15 FL17236.3 ESR-3448 H1G-2 FL10458.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10458.6 ESR-2613 RT18A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17238.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17235.3 ESR-3448 H2.SA FLIG456.12 ESR-2613 RT7A FL17238.3 ESR-3448 He FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SPI FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3465 SP2 FL10456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 Spe FLIG456.44 ESR-2613 SpTe FL17244.32 ESR-3455 SPS FL10456.45 ESR-2613 SPITS FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPTH4 FL17244.32 ESR-3455 SPH8 FL10450.47 ESR-2813 SPTHS FL17244.32 ESR-3466 SPH8 FL10456.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10555.141 ESR-2649 SUH24 FL17232.13 ESR-3445 HHUS28-2 FI_1061%.3 ESR-2649 THD28 FL17232.18 ESR-3446 HHUS410 FL10856.4 ESR-2549- THD28-2 FL17232.16 ESR-3"5 HGUSS.26/12 FLI 1468.11 SIM200804 THD410 FL17232.16 ESR-3"5 HGUS414 FL11468.10 SIM20DO04 THD412 FL17232.18 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THDO12 FL17232.18 ESR-3"5 MSTAM24 FL1 1473.19 SIM2D0802 THDH414 FL17232.17 ESR-3445 MSTAM36 I'Ll 1473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM2DD802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM2DDS02 LGT3-SDS2.5 FL11470.7 SIM2DO803 LGUM26-2 FL1 1473.12 SIM2DOW2 SHEET PA 1.0 NO. 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