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HomeMy WebLinkAbout6342 Cobble Bliss StT kp3AZ- abb�- /` �- WOPK SHALL C 171ES FLORA')A SCOMPLY WITH PREVAILING IJILDiNG COOE, NA-� ONAL ELE"CT'-1!C C0DE ANL '-H'p CITY0,: Z-'-`PHYRkL6 ORDINANcES AB or A.B. Anchor Bolt A8V or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Aftemate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLIK. Block BLW or BLW. Below BM or BIT. Beam BOT or Bot. Bottom BP or B.P. Bypess(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 CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer 08 Door Bell DBL or Dbl. Double DCF Decorative Cementidous Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DLA 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 ON. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. EA or Ea. Dishwasher Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior 7- FBC Florida Building Code 23 FDN or Fdn. Foundation M FG Fiberglass (Shower Pan) RN FIN Finished n FIN FLR or FF or Fin. Mr. Finished Floor '5 06-09-17 1.0 r") '"1 12-28-17 2.0 E 0 -1 01-04-18 3.0 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 Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC; or G.C. General Contractor GFI or G.F. 1. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb H DR or Hdr. Header HGT or Hgt Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooling) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lev. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro, Microwave NTS or N.T.S. Not to Scale OE or 0. 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. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P,W. Pre -wire REVISIONS '*y - 1 JUN PU PWDR or Pwd. Powder Room RA or RIA or RA, Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recesseid 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, R/S, RtSH or R&S Rod and Shelf SO or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) 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 TOM or T.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 LIC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tubishower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalant VTR Vent through Roof Worw Washer W/ or w/ With WA or WA. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I,C. Walk-in Closet M or W.M. Wall Mounted (plumbing fixture) WID Water Prooffing) WS Water Softener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 2017 FBC CODE UPDATE ADDED HVAC IN LAUNDRY 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 STRUCTURAL NOTES SNII 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 PRODUCTAPPROVAL NUMBERS PA1.2 PRODUCTAPPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS MEAN ROOF 15 F7. HIGH TYPICAL r'A FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.1 I 04-13-18 4.1 08-18-18 4.2 REV. DOOR TO WC IN M. BATH ADD ATTIC A ESS TO 1 ST FLR. ,%L IF;Zam Im EE 14 14A 3246 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 C> C> 0 ClU1) (1) C—/) +-J LU OLUR (/)C� V) �! I 1221. u fl u- :§ I r� < 01 A-L no. E; A 6! 5 5k:R a� Z6 C9 tu C:-; 0� �'J LIJ Z I Z US LLU). 0 'S 0M.. 0- Qf -J 0 0 To the best of the Engineses knowledge, information and belief, the structural plans and specffications oontained vvithin 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 drewing pages bearing LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com sin Z -C 0 0 �Zj F— 0 0 LU LU r Z -0 U) 0 > cc: LU r-4 0 P 0 -U Z u, Z oo V- � � Z LIJ r4 Ln < Z Z Ln rn Z ISE co 0 Z LU On SCALE AS NOTED DATE 4/5/2019 TECH: 3BERCHAL VERSION NO 42 SHEET NO. S �9 C14 CN �2 0 E C" M M D TYP @ 2 STORY WIN (3) 2 X 4 #2 SPF - STUDS W1 HTT45 W/ 5/8" ANCHOR BOLTS & (18) 1 Od NAILS TYP @ 2 STORY H.B. N1 50'-0" 7'-0" 9'-6- 1 V-6" 8'-6" 4'�8" AC PAD B �1_ -,) 23-SH TEMP. G) G) 25-SH 25-SH 6068 S.G.D. EGRESS INS TEMP. MASTER SUITE (4) 2 X 4 #2 SPF 8'-8" CLG. STUDS W/ 5/8" ANCHOR BOLT & CARPET (18) 10d NAILS W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT--N 00 PER MECHANICAL W 00 CONTRACTOR C'4 ILI (3) 2 X4 #2 SPF 15, STUDS W/ HTT45 A' I" 5!L__ 3-41 -\2868_ C 6-1 8 j W1 5/8" ANCHOR 35-SH H.B. ..... A w i T� CO :5 z uj 0000�: cro� �<o &Dx U_ 0 c'"n 86 FAMILY RM 8'-8" CLG. CARPET 2 0,_47.. . MASTER _Wj% BATH.- 8'-8" CLG. TICE ;c 3' 7 1 L C 0? 2668 BI-FOLD 4ZD Z uj 9 2 64" 2-111'. -51 1111-4 W.I.C. - OD V-811 CLG. r` __FR&S DRYER VENT T IRU WALL 2 A AC. I H2 G H1 S3 R. G. BOLTS C T NAILS -+42" SLOPING HALF WALL & (18) 1 Od C 8-4 CI.G. PLATFORM 30"A.F.F. - GG S3 H1 10, .91. ::: ::: ::: - CAFE- 8'-8" CLG.- JILE- P16R 8!. 71. 611 5 41 3! j 1l, S3 0 LO BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC ANSON BOX (3) 2 X 4 #2 SPF @ 36" A. F.F. STUDS W/ HTT45 W1 5/8"ANCHOR BOLTS & (18) 1 Od NAILS cc S3 EDGE OF SLAB 2" BEYOND WALL 121 11 -- - - - - - i3! 41 1 . - - - - - Z:)J,l I 7 1 1 to GG S3 H12 11 _z?X IM CO P� (18) 3.5"X7" 7'-4" 6-8 - - - - L. 1BE S3 C�L:G. ­8�18" 1-1 ZD 0/ H2 C14 71 I 2RRA I 1 FB=2 W/HT745#15�8" 900 (POLUMIf I F F J. I F I OPT. 1 REF. I ANC ­IOR Od NAILS BOL I CF CD ? b. - - - - - - - - n F__ I- 24 D.W. L - - - J (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @ BASE 3 CAR GARAGE 8'-8" CLG. 20'-0" 3'-8" 6-1 1g" - - -TSINKw/DISP-1 KITCHEN 8'-8" CLG. TILE I 7 6-2f 50 t-j 1 t 1 1 14'-10' 7 60 r - - - - - - - - - -- rc C_,� - - - - - - - - - - - - - - - - - - - - - - -- �, �3 r - - - - - - - - - - - - - - - - - 16 x 7 OVERHEAD DOOR /" �D S3 8 x 7 OVERHEAD DOOR RANGE 00 CID (D CL C14 W PANTRY MW - (0 C) 81-8- T LE 5-SH 16" DEEP 6-821" 27 - - - - 00 27 F F F F r1l A J�Mlrn 1 - I �_ t 1111 I -4, LL 6-721" 8'�8" �I_G. cc I ILI: -5, - -11 I I IF- FLEX I I< V-13" CLG. i IS 13: CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. (a) 25-SH 25-SH EGRESS -A- 0? TYP @ GARAGE (aB ENTRY 8'-8" CLG. 6-8" 0. 7'-0" 3-1 3'-10" I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - V-8" 16-0" L04-el'-4- I!__ 8-4- 181, JI-011. 6-110" V-0., 6-8" ;11-011, 6-10" j 1-0" 18'-8" 101-01, 4 21'-4" 50-4- 0 35-SH TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <e>(2) FLITCH PLATE <6>(2) - 2X1 0 #2 SYP W/ 1/2" I FLITCH PLATE <e>(2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4- X 11 1/4 LVL 2.OE Fb=2600 PSI <e>(2) - 1 3/4" X 9 1/4- LVL 2.OE Fb=2600 PSI H7 (2) - 13/4- X 16- LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 Protecbon. 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 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. 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. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms an to rooms s a not sc arge nto an aft c, 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" (-A ") +29.7 -30.8 ro +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET H SEE SN SHEET 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 WALLLEGEND 1111111111$kM MASONRY HGT. @ 8'-8"A.F.F. 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 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTALAREA 4093 INSULATION REQ. I W-01011-11 0 W I �� via EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED In FIRST FLOOR PLAN - ELEV-B EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED SCALE: Y4"=1'-0"j (GARAGE / LIVING) 0 0 0 0 (D V 01 U) (D ClV) (V C-11'.) 4--J LU U 0 LU Ln V) LU E c-, U_ 00 -00 (a FZ_ LO MID. 14 fAE; cf, -6 '40 E4, z lu� M LU z N mv SIF M 1� 1(b 0 F ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LE N NAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 w1ennarTarripaxorn Lu z g 0 0 z 8 Z, _Wj 8 0 z UL- 0 U) P_ 0 R ILL 00 < c0i < Z Z r4 LLJ _j Ln T__4 Lli 2: < Lii X < z < Z 1-M r,j In ro r'J Z z LU 8 Is :j g C13 0 r1l < SCALE AS NOTED DATE 4/5/2019 TECH: IBERCHAL VERSION NO 42 SHEET NO. Z z PO CD C�4 CN CN 0 E 0 d: M Cn F--------------------------------------------------------------------------------------------------- I TYP @ 2 STORY 3 3 L11M W/ (1) D2 D2 Cf) MSTAM36 I 10 I 9 I 811 I 71 I 61 I 51 I 1 I MSTAM36 R&S C� NE ALL NE (%u 26681 CN'lu C14 Q E EDROOM 4 CM BEDROOM 2 1 N JIT DN 16R 1 8'-0" CLG. R.A.G. 8'-0" CLG. 00 4) CARPET W. I. C. CARPET 8'-0" CLG. 4-SH Cn MW U)W - - - - - 16" DP. 04 �(r 04 Q TY @ 2 STORY R&S LINEN pcl� F� 2068 ___31 BI-FOLD 20 1 T 1 V - 3' 7" 3'-7-21" X-04" 8'-4 I Ar Im Cl) (2) 2668� BI-FOLD A V___L o? BONUS ROOM _SH 4-SH 16 DF 16" DP. ED 04 to C14 8'-0" CLG. CARPET I I - - - - - -CIT LINEN R&S LINE N 04 -W7F I 2068 I LF_ M B BI-FOLD Cl) --I BEDROOM 5 C BAT 2 5z o? N 8'-0" CLG. cis, 00 Cf) ..4 . CARPET 04 X cr W cc co I 00 0 T CR TP &,2) 2 6 6 8 CD CIA U? 1 11.4 14'-1 1j' &D 3'-0" V-011 3'-2" 6- 1 3 FIBERGLASS I D2 W/ (4) 2- X 4' #2 SURROUND N 25-SH EGRESS 25-SH SPFSTUDS A 111� 0 �D_ 1/2 35-SH 25-SH 1/2 35-SH TYP @ 2 STORY < �H3 > W/ (4) 2" X D2 N SPFSTUDS��2 TYR @ CORNERS &,2) 2668 (0 BEDROOM 3 ii.v 9 I -FOLD oa 1 00 8'-0" CLG. (i) 4), 4) CARPET I I 25-SH 25-SH EGRESS 6-8" 4)<�> 4" <�I) -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2- FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE (2) - 13/4' X 11 1/4 LVL 2.OE Fb=2600 PSI <@>(2) - 13/4" X 9 1/4" LVL 2.OE Fb=2600 PSI <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI (2) - 13/4' X 7 1/4' LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2- Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-01' 2x4 SYP #2 16" O.C. SPF #2 90-011 2x4 SYP #2 16" O.C. SPF #2 >91-010 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT - SEE C/S6 WALL SCHEDULE General Notes R302.5 Dwelling/Garage Opening/Penetration Protecton. 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. Eld. or equivalent applied to garage side. 9 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. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. ere 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" rA +29.7 -30.8 1,, D_'*` +29.7 / -39.2 +28.3 -30.8 D +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN SHEET H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE7+34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Bill 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-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACE5 SECOND FLOOR PLAN - ELEV-B EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/13-13 KRAFT FACED CALE: YA" V-0" I (GARAGE / LIVING) C_/ LU (Piz c) 0 LLJ LU 12 04 2, LL! ca < �A I a D. N­B-D-C LU m; LU -Z azo E CF) Cr _j G W. C-) 'ROFES 1W To the best of the Engineer's knowieWe, information and belief, the structural plans and specifications contained vAthin these drawings comply with the 2017 FWda Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing EngineWs signature, and seaL LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z 0, < 0 0- F- cc 0 Z 'a N%.,00 0 _j LL iE 0 > M did. 0 (-) LU t U_ I � Q MP r-4 LU < z 00 Z Uj Ln z < Z In ro r*4 z Z t LU U, 0 Ck :5 2: SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION NO, 42 SHEET NO. 1.2 OP 80 Im 14 E -91 rn U E m KITCHEN MIRROR 4 r` 0 ih 11 MASTER BATH 42" SLOPING HALF WALL 36" H. CONT. GRASPABLE RAILING 1 x8 CAP & CASING � /r 5 / 4 r 3 / 2 10" / 9 /8 / 6 1x TREAD (TYP.) 1x RISERS (TYP.) 2x12 STRINGERS 1 POWDER 16 15 14 13 12 11 ' PLYWOOD @ LANDING 10 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERSWI SIMPSON A35 CLIP TO FLOOR SYSTEM 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 0 M KITCHEN FIN. FLR. FIN. FLR. @ LANDI 2x8 LEDGER #2 SYP (P.T. IF MAS.) w/ (3) 16d NAILS TO STUD OR (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" O.C. 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE (a 2X FRAMED WALL 0 60 0 0 MIRROR ._ ■ 'OTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading 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: Winder 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. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: 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 11/4 inches shall be provided on stairways with solid risers. The greatest nosing 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. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 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 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. 0 00 Li 11 7C1. I Ll KITCHEN ISLAND 0 co MIRROR BATH 3 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"=V-0" � o � 0 Zo z�z �C W �o O W F �V r ,V U W M mo M =Q! v) f` �p CAM O04 Oo U dd51 LY' LL 00 000 `° Q Lo Q o B I "� : JIPT, N �D Cq t0 h N Z W N, 2 F» Z 'W O OLU W IjJ Z p ttt� p LLQ �y "4 s:rV ❑ ❑: �vww F'AS co CrA 0 V/i �ROFESS'� ����/®�`f/tilllttl��o�*� a 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 61h 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 W� Z< }zto: w Z Z Q O��o Z 0 LU p y3 o C) > W N 0 w W Lu V) Zo o M z �P UP2 LLI Z�� Z W N Lli LU �12 C z Z U $ ° Ln N a Z8 Z 0 g haw rn (= o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 2 9 r` 21■ kaIN I., :L 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� ------ - ------------ 4. J 1T RIDGE VENT 1"Hx10"SMOOT --------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED ------ -- BEAD%BAND— 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS V RIDGE VENT 8' RIDGE VENT 1 F5 HEEL HEIGHT 1 Oki -- .� T.O. HD-. 12 3.5 12 �5 HEEL HEIGHT — — — — — — — — — — — — — — — — — — — — O.P. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T. HDR. HGT. — — — — — — — — — — — — — — — — — LT_ — — — — — — — — — — — — — — — — — — — — —T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 12 2nd FIN. FLR. 3.5� T.O.M_ — HDR HGT. CJ CJ ---------------------- T ------------- --------------------- C`J_/_W­E E—P r r F6 12 �5 TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 2nd FIN. FLR. T.O.M. HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------F.FL. 12 3 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 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. txtenor uovering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. 11co R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant 00 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 co accordance with R703.2. ao 2. One layer of an approved water -resistive barrier (paperbacked r` 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. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation FRONT ELEVATION 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% SCALE: 1 /4"=1'-0" but no more than 5096 of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Root) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) -------------------------------------� ____ 2'-0" - TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) F. FL. -----h—ft------------------------------------------------------------------------------------------------------------------------L-------- RIGHT ELEVATION - B rr =1'-Orr 0 O 0 V zg zCo z a V) 0 (3) C w �o �V — 0 "' (n = E M N LU E N M MM C M O L U a, o ¢rn C* CD ��v U) 8 - ZLU wz F N��.� W 10Z ••'g N1UL N s ❑ __ S�IG.0 Jr CO �'•••• ail ���i, • FES ���o��r'ftrt!!ltlllt�� To the best of the Engineers knowledge, information and belief, the structural plans and speaficabons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 �o W G Cf) IIXL 8U O F_ Q 6�'z� .Vo`�w !Rv U m Q_ J W z z z W 4 $ o z N �0 o o in N J O ` ILLui 19 Q w ~ Z J Ln -.1 Q z W Z� Ln N Z t08 itn rn r = f .-I a to o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO- 4m2 SHEET NO. 3.1 0 N Mr4) N O2 m rn 2'-0„ 2 0 TEXTURED — CEMENTITIOUS FINISH ON C.M.0 (TYP.) E 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� CJ 12 3 1T RIDGE VENT _ _ _ _ HEEL HEIGHT ------r ------- -------- --------------- ______ T.O.P. CJ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) _2nd FIN. FLR. ------ T.O.M ___--- HDR HGT. ------------------------------------------------------------ F.FL. 12 5 � 44 8' RIDGE VENT 5' RIDGE VENT 12 5� ----- ----- ------------------- -------------------- HEEL HEIGHT ----- ---------- -- ------------------- -------------------------------------------------------------- T.O.P. -------------- ----------------- — — — '-0' — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- —— — — — — — — — — — — — — — — — — — — — — — HDR. HGT. -0,. 3 TAB SHINGLES. ROOF TEXTURED INSTALLED AS PER MANUF. CEMENTITIOUS FINISH OVER SPECIFICATIONS FINISH OVER SHEATHING (TYP.) 12 CJ 3� 12 -----------------------J------------------------ Q3.5 --- 2ndFIN_FLR. CJ / WEEP — — T.O.M. — — — _ F.FL_ 4 r` co Cola .100 Go 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 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. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation REAR ELEVATION 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% SCALE: 1 /4"-1'-0" tthhe nspace o be vent) ated.Upper ventilatorso more than 50% of the shall be located no more tion is provided in the thaportion eet (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) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use tl following approved vents: • LOMANCO DECK -AIR (Shingle Root) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) LEFT ELEVATION - B /4"=1'-0" I O zo z z a U) z /') C9 L0 A 0 'u — pL" l%i � F E U W EE F- 8 � m N m M = C.) O o0 ¢ c� � 3 c LO Al B D. t :JI' N N v� N 00 N C; Z z a Z03T LLfy�lf�/ W.WW.FD • . O y hO� Q �` —I �0 Ali 5 0 •� 'Itll{IH111��%�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth 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 09 Lu 2 Q VJ Z wgz g�oU O 1�U'o _ Q " < ULJ g CL wz Z "a W U) a w J M o OC 915 ILIJ U Z� w Z N J� W Ln J Q Z QQ `� Y g C-4Ln *k N Z t Ln 6LU Irn0� M Z g = ,--i Ia. U) o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4m2 SHEET NO. 3.2 E 9 M 7l VARIES 1'-10" 1 CAP CAP 1" 2" *NOTE: N iv FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY ^ - _ 31/2" RADIUS 1/2" RADIUS M is i't SPECSCOMMu FI OT, « � DETAIL TO BE 1 2 OPENING VARIES 2 �'— n N 3/4" RADIUS 1' a"� rHv 1n 1n c� BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 04. EDGE OF 1" 4" VARIES Xt ■ OPENING VARIES 1 � 2 2 " VARIES M <V 12 VARIES 1n 1n« 1n -V 1 1/2" RADIUS r 4" 4" 2" 2 1/2" RADIUS ` _ ti') r MIV �� �� 1C7 :�71 VARIES 12" 34" 11" 34" 1" 1 I 1" BASE fCD N BASE �N 3« 2" • s �'Nsf 1 n I n TIIN 4 11-call O �n a • �N 12n *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN = a _ REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" d'N 1" 114" 1" 2' 2" BUILT W/ STUCCO. EDGE OF 2a" • , OPENING 6" _ 0 1-1/2" THICK 1-1/2" THICK 4" 10" fV 2a, 10" 6" _ N �r _ O) r IN LR „ tV 2" 4" 3" _ 2" 2° N Q w Q TI_N C�J > > 1-1/2" THICK '„ 1" 2a = K 2'.4" 1'-10" 4" 1'-5n �« V-4" 3" _ 5j" =N ryN o VARIES VARIES N W �2n • VARIES _ VARIES 4« 8n �1 `2 `2« �1 Q� 0 _ r 00 � �'� A 6" 4" '� _ _ KEYSTONE F11 = OPTIONAL KEYSTONE F11 OPTIONAL 43' a 2n 4" GARAGE DR. OPENING 4" 3" a« 4" WINDOW OPENING 4"it NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 ' 1'-64" 14" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" V-12" 5t" 3' -" 7" N 4" 3'-0" 4" 1 " 10„ 1 �n 10"ZD 00 ;rE N �� N % J co 1" iv 1„ o T _ r fV ;0 • MM� V* 1" R10a 1 n 1" v N� 0 1.1■ 1" 1n GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I 0 ACRYLIC SAND FINISH 0 lJ O C9 Z Z z Q U L� v)l I..Lr Q •0 LU , (' i Of ru U W o0 m N M c 2 _ 0 u- N ` `L co U ul 01a o BD "� aJfP • N N V � �C>�z � i U) Z 0. W ' a.:. InV `Y Z 0)$LL o 0 d W a N a o o WWW.FDSENG.COM ii M 0 N o_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within dwse drawings comply with the 2017 Florida Building Code - Residential 6th 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 �o ffi za fF �z'00 6 z 'J` ru J O V/® SJ ty�N O J_ N 3 0 `.} ' M o W V V N O H o M LL 5H J �1-R DC 00 o 0 0� Z J N Ln di r- l" 1 ¢ z z � Ln N z m 0 W V-1' 0- LAI o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4v2 SHEET NO. F1 K, N rn 0 o" 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 or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of 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 FPc DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN Qr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 45 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI. ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA t 200 AMP METER 0 200 amp 150 amp i POWER CO. FEED1 INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights & outlets copper to 20 amp clas 2 copper to WH 3 copper to Dryer or 410 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 0 ENTRY LIGHT — AS PER SPECS MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=V-0" 0 0 Z C, Z Q d 13 U, ZClncn c9 W c/,3 a--J W c� o Z — p w N 129 � LU ® � E M C) Q my Q o MD. N NN g #00 � Q NLL� LU IwQZ Varna _ �d LL Z #A o WOC N ¢ M q b v O V WWW.FDSENG.COM ❑ rn 0 N .i 0 To the best of the Engineers knowledge, Information and belief, Me structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiai M 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 z¢ ZU J ��� _ Q o��R U > U 0 'v F— W Z � W _ N 3 O j cn N p �_ o M LL_ s Q00 0 & L Z 6-1 J rl W Z W Z 15 �$ IN M N Z L °° O vk IQ. g = t� Lu rn ,--il to S SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION No. 4. SHEET NO. 4.1 rn Q rn a E z rn 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 or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of 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 FPc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'IQr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) i9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _jM__j DISCONNECT SWITCH % -9 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN OD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY BON TERMINATIOP NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. 3pperto lights & outlets apper to 20 amp clas copper to VM copper to Dryer I Alu 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 I I � I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LIGHT W/ I I I OIS I T I I SWITCH INl I I I I I BQ -01 V I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J UPPER ELECTRICAL PLAN SCALE: Y4 "=1'-0" Ou O z_o z�® z Q d Z Ln I cry W �_ o Z — Ow Lu m N N U. Q gL o E D. x.� i N D � � N U) lA � W LU > . ci aN_ 9 Z U3 J. m $ ME�m W 4N a a � � a O v U O WWW.FDSENG.COM U M N i _o 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions 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 W za a z Z Z Oz -a O j J w � U in Cy cr_b'pz L o J M LU f1 r 11Z �O� a Z 00 N o� J Ln W U-I � ly �H a LLn Q Z 8 0° N rn Z g U i r"IO ,--I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 4.2 M v M N E s v ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total 3Q. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to . SQ. INof SQ. IN. of Ventilators ventilation ventilation vented be provided Ventilation Ventilation (See Elev ) required needed needed required soffit by upper needed ventilators Main 23.0 1.0 Floor 2719 2610 373 1305 93 653 483.0 345.0 138.0 (Zone 1) *"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B SCALE: Y4'=1'-0" 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 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. • 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. I 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 ol the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of Deck -Air Needed) O O Z o z z Q a cn c� ate-+ cn w �V — O w 120 i� N U N I_ _ 0 M MMM � N C) qs YC - 2 a U) Qo B D• N C V �1 N �O Z m z- U) � 4 Col.- LU w � �Z0 0 till,0 a 04o E <� r R O F E SS C'�������� A/ r�°,tl6itt�tt\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W Z Q �zOox L m g O V M L a� ���] 10 O � W o LA N M z �o o J C-4 Lu Z 00 J N Ln Li j z LU Q z� a F Ln 00 N Ck Z U LU Lu 0n g N z SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION N0. 42 SHEET NO. 5.1 :c N =I E n T-6" ` \ '-10" 5'-8" T-10" T-8" T-10" 2'-0" 6-10" Y-4" 5'-2" 4'-4" STEPS AS \� \ 2'-0" \ \ TYP @ 1 STORY REQUIRED 10'-2" `\ U.N.O. A S3 M PER FIELD S3 CONDITIONS H.B. t \\ \\ 11111111 IN In IN 0 Al LAV N \ \ I\ III j INDIC/ TES FILLED CELL w/ 3000 PSI 7 PROVIDE 1 Y" RECESS CONC. GROUT FROM FT. TO BEAM FOR SGD. REFER TO W/ (1) 5 REBAR VERT ABOVE SLAB MASONS SLOPE FOR TYP ALL PLACES SHOWN WIDTH iv ITUB/`� HOOK D FTG. DOWELS 5" EMBED SHOWE12\11 ■ \ W/ 25" TEXT. ABOVE SLAB "GRADE 40 ■ STEEL' HVAC CHASE LAV I� \` \ \ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR LOCATION HERNANDO COUNTY ONLY 2'-6" x 2'-6" x w/ (3) #5's EW `\` ■ �� \� \ 3-1/2" MIN 2500 PSI CONC SLAB ■ CJ \`� \ \ OVER 6 MIL VISQUEEN VAPOR 29-_5t» BARRIER I 20' » I S3 \ \\ Ci L_— 7 of 9'-114 I I - - - 8'-7" \ \\ \ 8'-114" 21'-10 e Illl - I 7" Jill p 14 \�\ S3 rn I I I I I ■ I III I 2'-11 I Irrrr===� a" \ \ \ 61111 I III(-f -� I GG \\\ T-1 19'-104" 1 0�0i S3 1�\I I I 1I 3'-0" x 3'-0" x 1'-0" I 2'-6" x 2'-6" x V-0" N ILL - - - -' ` \ \ I I I I 1 I I I " -_-_______-_ \ ■ w/(3)#5'sEW w/(3)#5'sEW 31/2" ■ 1 1 o I CC STUB UP TO I S3 2ND FLOORLO BUILDER TO 2 STORY _ _ FOR A/C PROVIDE APPLIANCE CC _ 5 GG 7'- 2'_$" 2' 6" 7-9j" I PROTECTION WHEN 1 S3 6 S3 REQUIRED PER FBC r - - - - - - ---- -� CJ I I U'2'-6" x 2'-6" x 1'-0" S3 D.W. 11 L "q`� ■ O w/ (3) #5's EW -I+- - -- -_ _ fn v I I SINK w/ D SP1101 I 19 L 9'-7j" ,' 00 I I �— CHAS TO j j ISLAN OPT. I REF. ■ II II RANGE 1 L_ J CJ 2 STORYCC r�S3 II � \ 1 =r N N ' I CJ CJ I ■ I -AV WC CCI�1�1 r J , ■ (2) #5 REBAR J 7" (2) #5 REBAR VERTICALS w/ in S3 VERTICALS w/ in FILLED CELL FILLED CELL L 9'-112 -6" 8'-4" I S3 PROVIDEYa x9" RECESS FOR FRT. DO R 3'4" x S-0" x 1'-0" w/ (3) #5's EW I ■ As NJ CJ '- ■ 2 -6 x 2 -6 x 1-0 Lu O w/ (3) #5's EW -.1 4'-0" 3 6" '-10" 3'- 0" 34" I ■ ■ ■ ■ ■ 16'4- '-0" 1'4' 8'4" " 6'-8" 14'4" L 2'-0" x 2%0" x 1'-0" S3 W/ (3) #5'S E.W. TYP. (4) L S3 '-0" 5'-10" 5'-8" '-0" V-10" '-0" 18'-8" 21'-4" Ilk10'-0" 50'-0" FOUNDATION PLAN - ELEV-B SCALE' <"=1'-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 VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. temate: I reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O O Z M Z =110 J a Z V) (9 ��-+ cn � o •O w .� t,/') r— U W g now, M m o (p 04 S m 1504 -9 U M1�10 ¢ v B D. » Z Lu LLI ¢ �i Z O d N a � %4,4 LL A U'' � �pVJ N o • `� fD�• G Q' •'�� ir-(b d �,• IN •49 •. Ilee A • 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 8th 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 O a �Z U O� OC /"- < Z S�® o A a. L I- iro %%.000 z O; O Q 0 uj uj U N z L Ro F o M O� L1_UA U o 00 U Z W J N LA T--q I LU LU ZS In CalZ N o) Z g U LU 0 .-•I a = u) o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4 ■ SHEET NO. 6.1 (2) TYP U.N.O (21 O2 N E i3 E (2) (2) (2) UPLIFT CONNECTION CROSS-REFERENCE 4/5/I9 MARK SIMPSON STRONG TIE LISP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 112" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8'ANCH.11810dxl-112 HTT4 2715 5/8"ANCH.I2010dxl-1/2 J HTT5 4350 3740 5/8" ANCH.1 26 10dxl-1/2" HTT5 3225 518" ANCH. I(28)10dx1.112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7 645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 *' 1 05/915 ** 8 - 10d x 3" JUS26 1115/1060** - 8 - 10d P HI IS26 1550/3335 " 1335/2820 " 20 -16d x 31/2" HUS26 1925/3295 - (20)16d x 3-1/2" Q HUS28 2000/4220 "* 1720/3125 " 30 -16d x 31/2" HUS28 2570/4345 - 30d -16d x 3-1/2" R MTS 12 1000 860 14 - 10d x 1 1/2" MT W 12 1195 1005 14-10d x 1-1 /2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 112" 1 MTW20 1195 1005 14-10d 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)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 1 -1 ' 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 AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (A) (+ 1 OR 2 PLY CARRIER 141-8 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 r000f INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 $0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI e1R STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS qqRRRR�� LEDGER ��A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. 2' MAX 2xl2 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. YP. LEDGER. FIELD VER FY TOP OF LEDGER W/ RT3A TOP & BOTTOM TO LEDGER (MASONRY) 1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = V-0" MAIN FRAMING PLAN - ELEV-B- SCALE: V O O� i U V Z c`) — o Z Z Q a U) z V1 0 � cn �--i W aV — OW W F- 4-5)M 12 12 C ULL " o Q C" o u7 i Q d AA I B D.�T :JI' N A.N.. N Z Z F.d� �U) ii �LL r�.4 WEe LU �Z_0¢�'l U)lt$t*STfrA�a c • J 4�, Q� \ " P ) �\ as To the best of the Engineers knowledge, information and belief, the structural plans and spedkAbons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 U za 4� w�gx Q Oo� CUg; W Z A 0 U a. go f z Z Z �" W O v N M Z ¢ ul _ 196 o J w 5z g� Z 00 d'f Z NUJI � -O� 908 w Fa fM Z Z t o Z E N ' vk Z g I IIj = � �W f SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 7.1 TYP. @ HIP CORNE TYP. U.N. O I I I I I i I I I I I i I I I I I I I I I I i i I I I I I I I 1 I I I � I UPLIFT CONNECTION CROSS-REFERENCE 4,5,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C I H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 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 101 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 518" ANCH. 120 10dA-10 J HTT5 4350 3740 518" ANCH. f 26 10dxl-1/2" HTT5 3225 5/8" ANCH. 128 10dxl-1/2 K 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7 Tr ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8' DIA. BOLTS N 116 /1070 ** 100 /915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 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 14-10d x 1-112" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1 1005 14-1Od x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS D(" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d I SPT22 1 685 1 8 -10d SP2 1065 605 12 -10d SPT24 1 1030 1 12 - 10d * 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 AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS c (A) —) A' 11 11 (+ P1 K\ A 1 OR ;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 r000f INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�ER �A) 1 OR CONT INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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"=1'-0" O U � Z c Z Z Q o.. Z Cn C9 N .� w V — Ow c N CIOU W mo ('/y C, 04 _ UOf 2 LL o Q rn v ai�710 B DO "vC"•D,C •O� • .N. N V� N V ' r C�CN cc ve �•� WWW. co (Y h O i 0 F E S To the best of the Engineers knowledge, information and belief, the structural plans and speGflcations contained wiffdn these drawings oomply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 6 Z< �Z�a C�ZU �ot�7� �j Z OOOu�LLL 0 f� �1 Q v N 0 I- D M ' v Q N3 0 0 ; ^ V, N 0 w Z 00 N J rLn-i LL L1J � Z v < z u FF Ln Im M N Z Z o °' g o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO" 42 SHEET NO. 7.2 rn L. m GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lIntels as required. 3. Installation 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 lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. 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 <1 .0 a e vertical oa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B11T ® © QIRI) FORM dt GROUT SOLID Q N Q J O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. ° -� E E r E C E C C E CC CC . . . . . . O C1 O E E E o C - C - � f c E e E � � E "• = t . . O ' • i i= •�q�Cp ■ ■ . . Ica i � �� � . . . . . . �I U � F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY r- 8F 16- B/1 T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P prec s lintels = 3500 psi. 2. fc prestressed finials = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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 A510. 8. Mortar per ASTM C270 type M or S. #S REBARAT IN. TOP (1) REO'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d ° d d ° ° .M.U. #5 REBAR AT TOP 44 d ° MIN. (1) REaD Q D 1-1/2" CLEAR d d°° GROUT J 0 Q L rn y C.M.U. d 5 REBAR AT = - rn w ° o BOTTOM OF LINTEL CAVITY �- t%i Z W - W -BOTTOM O ¢ U � v REINFORCING PROVIDED IN LINTEL LL U ^-J D Z� - a ¢ r� D 1 REBAR AT BOTTOh 7.5/8"ACTUAL NOMINAL WIDTH V~i a ¢ i° �o L,, AS INDICATED (VARIES) o d 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 cementitluos coating. See contractor specifications O O O 6'-10" LL 6'-8" LL 6'-10" LL S 5'-10" LL O 6'-2" LL LINTEL PLAN - ELEV-B SCALE: V4'=1'-0" O 0 Z g Z Z J ¢® Cl— U) Z t) Ur CZ om�. r/I�� +_j w (Dra_( V r� LU D_*0 5 I- a= _� W 51 m a 1 M tM C f7 0 � N S Qrn m� o` -C Ci E D. ".�� i •JIP b N_ O O ,N. W ZOa�c'a 3o7d LLV t 1 �_. ��.� 19' Al Co r •'....... • • •' ; Ap0FESS�Q ��: ` O!'rftt(cs(�t1�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 1O R W ZQ CU Z O U ZZ..�OyQ 2W Z Oy !H J I Y R Egz- UMLER Z ^ CL Z M ' M V CL J O j U N M z o ign Q Q Z M 00 V` 4 on�C J rLn-1 LNn ¢ z • 0 N Z8 r, T-4 0. N o SCALE : AS NOTED DATE : 4/5/2019 TECH: ]BERCHAL VERSION NO" 42 SHEET NO. 8 M �9 0 "o CN C 2z, C" 0 E M 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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACC-C,ACO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 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 12 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 )� 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 JALOLISIE$ 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 61rMS 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th 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. 18T FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR "I"= 1.0, ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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-l-P CONCRETE EXPOSED TO EXTERIOR: 2' C-I-P CONCRETE NOT EXPOSED: 1 Y2' GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC MWF): 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. CONCRETETYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 X 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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. STRUCTURALLUMBER: 4.47-1. INTERIOR LOAD BEARING WA_LLS 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 Ks! 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", 1 Od = 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 metiod, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sic which identifies the termite treatment provider and need for re -inspection and I atment contract renewal shall be provid6d. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler,sx,stems including all lisers and nth spray hea s shall n t be installed wl 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 grade shall not be less than 6 inches. Exception: Paint or decorative camentitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R31 8. 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 subse P,ureral installation of tra etc., shall be made with permanent metal or plastic forms. a m nent forms must 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 dilutipn. If r4infpll occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - aincretxeteov aratgen r along the foundation perimeter a ngpq so� must be removed ore I tre 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical baftier 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 b Ii sed pest control co=y befo a certificate of occupancy will be issued. Tgeaclecretinficate of compliance state: r"IThe 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 cdllulose 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 5'-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: 513 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" 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 T O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTAINCEFROM 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. 0 0 :z 4--J Lu 0 LU W F W 121 0 0 u_ :9 a;< Ci A I N` n`c z z us z a 1 z �zl .F 0 t�o .......... To the best of the Enginser's knovAedge, information and belief, the structural plans and specifications contained within Itiese dravvings comply vAth the 2017 Florida Building Code - Residential 6th Edition. Enginsees signature and seal Is only for the structural engineeiing portions of the drarMng pages bearing Engineer's signature and sea]. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 1 0 z a: z,, C/) Uj 0 U N 0 0 U z -0 S'.0 < cr_ 0 - > U iz 0 :D H §96 C/) C1_4 00 V- Z Z r,4 Ln Lli < z Ln ro �4 z z t T5 W) Cal 0 '11 0) V-4 5 LU ul) z Uj X a SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No. 4m2 SHEET NO. SN CD C14 I T3 M 0 C14 E L 101 -010 TANK -LESS W/H CORNER OF HOME--//7 H C G 000 'q GARAGE SIDE 51-01' 4 11 , 9 STUB -OUT FOR r _1 Lr) GAS METER 0 0 - - - - - - - - - - - - _N% - - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO H TY** ILLSBOROUGH AND PASCO COUN' RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4' @ 16" O.C. T-51' (2) 16d TOENAILS 2- X 6- @ 16- O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16 li O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2' X 12- @ 16- O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24- O.C. 61-1-1 (2) 16d TOENAILS 2" X 6' @ 24" O.C. 8'.61- (2) 16d TOENAILS 2- X 8' @ 24" O.C. lit -Oil (2)16dTOENAILS 2" X 10' @ 24- O.C. 131-011 (3)16dTOENAILS 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 N 01i . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . &D .. . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + "(TYP.) 6-4- 6-4- +/ + + . . + + + . . + + + + + + + + UJ + + + + + 15/32"CDX i + + . . + . . + + PLYWOOD OR + + . . . . .. + 7/16"OSI3 + 4 . . . . . . . . . . . . . . . . . . . . . + + + + + + + + . . z . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + � � � .11 + + + + +K+ + + + + + I 4 4- 4, + \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAILS @ 6' O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6- O.C. INTERMEDIATE 0. 113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8' RING SHANK COIL GURNAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90* HOOK BOND BEAM _\ F F 0 CONT. #5 STD. 90 CONT. #5 HOOK BAR BAR F 7�,_ #5 CONT. FOUNDATION FROM TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMNAND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW Abl,,k FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR S,Ild 11 oot, from Solid block all posts from STUDS above to bearing below. SECTION INT. BR G. WALL N.T.S. 1/8" min 2" min. ' Small 2" gap " x. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" ma . - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8"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. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack L, "Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below.* w local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2xit minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking tl-qp 'All 11nd'i nallqm 911 n r Provide adequate bearing for each lapped joist 10d nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) . 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 4z meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist -when joists meet over wall, provide 1314" minimum bearing for each. I -Joist can be offset E Web Stiffener Fastener Schedule Joist Bearing Location Series [ Depth I End Intermediate BCI 5000se 9-1/21, 1-7/8- 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 60GOs BCI 6500se- 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s@ 11-7/8" 2-8d 3-8d 14- 2-8d 5-8d 16" 2-8d 6-8d BCI 9 0 Os 11-7/811 3-16d 3-16d 14" 5-16d 5-16d 1'6+ �'6� 16 d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. Or tU I AN T VVMrKr IN � CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN LARGER THAN 1)/2" DO NOT CUT HOLES ROUND IN CANTILEVERS. 8 V-0" V-11" V-2" V-2" V-3" V-3" V-7" V-11 1' 2-4" 2l-9" 3!-2" 3!-7" Any 16" joist 12 V-0" lim-11" li-2" V-2" V-3" V-9" 2-4" 2!-111" 3i-7" 4�-2" 4`-9" 5'4" Span (ft) 16 V-0" V-11" V-2" V-2" V-7" 2-5" 3!-2" 3!-I(r 4-9" 5�4" 64" 7!-2" 20 V-0" V-11" li-2" V-2" 2'-0" 3`-0" 4*-0" 4�40" 5'-11" W-11 11" 7i-I 1" 8!-111" 24 V-0" V-11" llm-2" V-3" 2'-5" 3!-7" 4!-9" V-110" 7!-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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %2" 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 %' 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. Joist hanger SIMPS( w/ (22) NAILS I 5/8"9 THRU BOLT SIMPS( w/ (22) NAILS I RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 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. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR Install §tight to top 1, FOUNDATION INFO 4' STEM FOUNDATION GRADE Filler block. R INF. SEE PLAN Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mounr Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger doesn't meet height requirements 0.6 X Joist D depth .01. 00 00 I -JOISTS BUCKETS N.T.S. A A -rA VIN. EMBEDMENT SCHEDULEFOR AND QUANTITY WFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18) 10d x 11/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 10151 10A X1 1/2' TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-U' N // CENETERED @ PIPE PENETRATION 41 A A. 4 . A FINISH GRADE (2) #5 REBAR A/C CHASE 4"PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN, 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5' 41 0" CENETERED @ IPE PLUMBING LINE PENET I N IF A A/ ;2! A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 . A-0 -9 .4 .I A SEE FND. PLN. SIZE & REINF. 0 01 < ki V) 0 C-0 LU 0 LU V) ZD 12 31 s C, 0 21 8 co I - < .1W X 0 AN 40 2� z U) Fm UA 10 LLI z U0 , V%fP - -J 01 < 0 zi J�OFES kl\x\4 To the best of the Engineer's knowledge, informallon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullcling Code - Residential 6th Edition. Engineer's signature and sW Is only for the structurall engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z 1 0 do ZW U) V -.1 LL1 0 U. 0 _J 1z z :01 -a M < I= 3: 2: 2: 0 =5 ju, U r'-4 5 9V 0 ro R 196 Cn d i < rq 00 uJ � � 6! z Z LU V_ Irlill Ln 6i 9 Lli < z Ln Cn Z tu Cal 0 rij lc� z :5 U.1 Lu 2: rn 0. V) 25 SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No' 4m2 SHEET NO. SN 1 E 6 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �7fy_p-)_� VARIES rt4_-__ I INS 5/8" OR 1/2" HfGH----- STRENGTH CEILING BOARD PER CODE (OR 5/8' GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-J NAILER STD. 90-HOOK (SEE DETAIL -,VAT- DZI77 - - - 7�- 75zi 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 (U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12' O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl 6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 'x S.P.F. (OR EQUAL) STUDS @ 16' O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. :5 8'-6". (2) 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16 O.C.W/(2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-15". EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS 2 x3/16- PLATE WASHER (TYP.) WALL HGT. < V-15". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12"TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-15". 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.) MORTAR BETWEEN EDGES, AND @ 12- O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE - 1/4" DIA. X 3 1/4" TAPCONS @ 24' O/C & ci 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 @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11 (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CHAIRS (TYP Id /// ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ,,2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH INCLUDE THE WALL I I - OL OR 5/8"xl O'WEDGE ANCHOR @ 24" PITCH > 4:12 L . II, A.F.F. "F O.C.) 21# x 6 W1.4 x W1.4 ATTACHMENTS /2 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE 11 11, A A 11 4 4 N. F OR FIBERMESH (� 114 M WWF OR FIBERMESH b 31/2"MI 31/2"MIN. I OR #30) UNDERLAYMENT 1> -1 4 4 4 4 \4 ELEV. 4-3 1/2' /WW FOR ROOF PITCH 4:12 OR 4 4 0 LESS. A 2x4 CONT 71 A.F.F U_ _j L J L Ir b "(min 1� 1 2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. 4 C14 I 4 A, 4 /2 1/ "(min 4" 2� (31/2"(min. -4", PRE ENGINEERED WOOD 00 go 4 HURRICANE ANCHOR @ EACH 4 1j min.� GARAGE DEPTH VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" 4 Z/ 4 , - a < 4 METAL PL. UNDER EA. TRUSS 4 (2) #5 CON 1. (2) #5 CONT. MOISTURE BARRIER 4" 114" 811 4" 1-4 F 2 ;,_SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 1/' WALL W/OUT UPLIFT TYPICAL BEARING WALL STEP 0 TYPICAL BEARING WALL @ STEP 7/16" O.S.B. MIN. SEE ROOF KG G� GARAGE SLAB AT STEP rB - SHEARWALL K"c rc C NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0. SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SNII � �3 � �3 � �3 �3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING ?Gs- Z12'Nj.O.'2x SUB FASCIA -2xS.P.F. STUDS 1 "O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12' O/C FIELD. -SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C SHEET LOADBEARINGOR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION BLOCK W/ 1 #5 CONT. #5 VERT. IN FILLED CELL SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 1 1 5/8"* x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8H THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL -8"C.M.U. TYPICAL io 5/8"x6 ' "J" BOLTS BOLT (10) 10d NAILS BOLTINFO. I PLATE WASHER TYPICAL 3RD LAYER 118"THICK. @ K.O. BLOCK X SPACE ANCHOR (IF NO UP LIFT 03N @ 24' O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD FINISH 1x2 PT WD FURRING @ 24"O.C.-J/ 1/2" GYPSUM WALLBOARD-"'�- (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN :4"x4" 0 10 FOR LOCATIONS) E 1x4 P.T. BASE NAILER INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL C14 r- MIN. 2500 PSI CONIC. SLAB v) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND C14 W1.4XW1.4 WWF OR DECO FINISH 4"to 6" 'FIBERMESH" BELOW GRADE M CC -A V. 1\ ;0 Z� C11 E 6 MIL VAPOR BARRIER COMP. SOIL. ��-41 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) c14 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA :R SCALE: 3/4" V-0" �, �3 .:a CL OPT: DEPRESS SLAB 5 Y2- E DEEPAND6"BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND E PAVERS / DRIVEWAY CONCRETE SLAB-\ 14" PAVERS-� O.H.D. RECESS 4" SEE AIS3 OR J/S6 FOR REINF. INFO. 13" MIN. CLEARANCE 11 -8" (1 STORY w/ DEPRESSED SLAB OPT.) C� (1 STORf) / 1' C14 (2 STORI) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. IM *SIMPSON SP1 kv) 1/4 XJ 114 lArk'UNO SPACED EVENLY 6 x 6 W1.4 x WIA WWF OR 2X PT PLATE 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x _j x BOLTS 6" MAX FROM w/ (10) 1 Od NAILS P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR 3 / - x END OF 2"x PLATE TYP. ,,-2x ASSUMED FINISHED PER MFR INSTRUCTIONS N'�N-#3 OR #4 REINFORCING BAR X X t A �GRADE E 1 2� GRADE 40 MIN. Fy-- 40ksi #3 & #4 LAP SPLICE X Zi x 0- U) MONO OR STEMWALL t> \. FINISH GRADE ;0 2 1 RADE 60 MIN. Fy- 60ksq [G Fy 6: 25' MIN. LAP 130' MIN. LAP] X :5 J� 2 . . . >1 FOOTING MONO SHOWN I> ;0 6 MIL VAPOR BARRIER ;0 K �9% 7'� 7'� 7'9�4 U) FOR CLARITY A. R 17/8" -*'-- #5 REINFORCING BAR 9 .44 COMP. SOIL. (COMPACTED TO 11=21=21=11 95% MODIFIED PROCTOR ASTM T, D1557) A A- TYPICAL EXTERIOR FRAME WALL FOOTING QPP TVD WAI I QF:rTInN M0 AnnITIQNAl SCALE: 3/4"=V-0" I r_. ## SLAB INFORMATION. ri W= MIN. TYPICAL THICKENED SLAB EDGE 1/7 SCALE: 3/4.=1'-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) 4 M 41' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4"(1 STC RY) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. SLAB INFORMATION. 36' MIN. LAP P6' MIN. LAP] I x xx 7 x x x 7 777rz>e 1 10" -'--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 'E� REBAR DETAILS SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) EE PLAN 10d NAILS TO TRUSS TOP CHORD ROOFPLAN FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN z Oi (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR 2X STU 4 4 --31/2" &, GARAC CONCRETE NAILS W 11/2 1/2" GY EMBEDMENT @ 12" O.C. W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE 2" ON FL (MIN. SHEAR 180# MIN. T. TENSION 120#) CONCRETE SLAB-,,,.,- xz 6x6W cf3i WWF C 'E 04 6 MIL VAPOR I E 17 BARRIER 4' 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 314"=V-0" S3 DS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" E COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN YWALL SCREWS @ 8-O.C. ATTACHMENTS LATION PER CHART SQUARE CMU BLOCK BASE, OOR PLAN SIZE VARIES PER PLAN BEAD SEALANT 1.4 x W1.4 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) R F1 5 BERMESH, 11-1 1 EsmkiliNER: IT 0-4- FIN. FLR.jk COMMUNITY SPECS CONC. PAD IWO. SEEFOUN ON TAPERED COLUMN FRAMING D1 SCALE: 314- V-0` 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 -` I !r== 8" z ATTACHED PER NAILING FOR REINF, INFO. 0 Lu SCHEDULE OPTION #1 Cr < SEE TYP. WALL SECTION FOR ADDITIONAL > 6x6 P.T. #2 SYP SLAB INFORMATION ::� LU 25 LU LU ABU66 SLAB STEP & RECESS S.G.D. (M CD SCALE: 3/4"=V-0" '.,, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS cE TO FOUNDATION PAD 9% I I CONT. FOOTING STEEL-\ I I MAT REINFORCING. x z 00 4 LU _j 4 z = =) LIJ lAj L_j 0 ILL! LU 4 0 LU (0 - a 41114 0 z 0 0 U_ 0 rd 1=1 17 co �11111111ji BEYOND PAD REINFORCEMENT_ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHE L_ PATIO COLUMN FTG. DETAIL 11 �N SCALE: N.T.S. S3 ON 3"CHAIRS (TYP.) 1 8" 1 1-4- 1 f _j TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" � �3 11/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-13". (2) OWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-15'. 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 W1.4 x W1.4 WWF OR FIBERMESH 7L 2� I' 11 NO I I 01MM-1 I&I, III 0 0 0 tp Cn wadi 4--J LU C) 0 LU IlLn tri =) I. 0 L.j E 8 now I C', C) w CD LL OD -00 I < U.) a -� �.� AI D, X.C.B.0-C cr! 00 U) zd r, RU inz LL LU �oIN% I zw., % WA COD 41 0 F ;\'OFESS' To Me best of Me Engineers knovAedge, information and belief, the structural plans and specifications contained within these drWrigs comply with the 2017 Florida Building Code - Residential 6th Edifion. Engineers signature and seal is only for the structural engineering portions of the drffMng pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 Uj U) j lax, 4 U 00 < F_ aw 6.4 a W2. LU J16- _j 0 fi_�;s U8 N 0 CL z -0 %%-WOO 06 w %-0 0 0 > C1141 ro < M M R;0i P 196 :D V82 0 0. f-4 N 0 U_ uj 00 4 < e 0 ice Z LLj 11" P4 Ln ER --I I Lli X Lij x < z 0 t-4 Ln �4Z z LLI rn T-4 tv)_ 1 5 1 SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No. 42 SHEET NO. S3 (MONO) r----------------------- i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH I I ;gic --(2) 2x HEADER TO SIT I I I ZZ, 1 1 2X6 / 2X8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24' O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4"S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION =U Lj //a 0 1 UULIU NNIOM rtK AO I M U. 1/2"GYPSUM BOARD 7 5/81, 8" 7 5/8" 8" 7 5/8- 8" 926 APPLY 3 LAYERS W/ TOTAL CONNECTION SCREW OFF CAP (3- DIA.) - W/ DRYWALL SCREWS X THICKNESS 7/8" OVER METAL FOR CLEAN -OUT - @ 8' O.C. OR 4d 2x DEAD WOOD @ MID v LATH. FIRST 2 LAYERS 3/8" THICK POINT wl (3) 12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE F1 SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED STEEL AND GROUT STEEL AND GROUT I DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED I PLATE WALLIS 1 1/2"MAXIMUM INTERIOR FULL 8x8x1 6 BLOCK SIMI 'SON SP2 w/ (12) 10d EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 rim 5 FBLOCKING W/ 2-16d TOE NAILS CL —DOOR OPENING DOOR OPENING DOOR OPENING 1/2"EXTERIOR GRADE SHEATHING @ TO DRAIN LM EACH END L - - - - - - - - - - - - - - - - - - - - - - - FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4"0 C ' FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING co TO BLOCKING WALL CLEAN -OUT A WALL O/C FIELD 2x TOP PLATEJ --�(2) 2x HEADER 2X4 PT STUDS @ 16' O.C. V2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. ID I ID 1 (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" L:::�j REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. E JB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. ENT PROVIDE P.A.F. NAILS OR MANUFACTURER. IN KO BLOCK AT EA. STUD I L MAIN SPAN 2 x 6 (MIN.) FRAME 2x P.T. PLATE EQUAL@ 12- O.C. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW �B MASONRYLAYOUT rD MOISTURE BARRIER ROOFTRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR PLATE TO CONCRETE 'T REINF. INFO. SCALE: N.T.S. SCALE: N.T.S. 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) DIA A P EX (3 T " E 'UT N FROM E OF BLO MIMUM OM EX _ rE K W LLIJ A S 24" �TE ORJ� � �4 AND FILLED W/ GROUT 12 ,-,,--SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Typ) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW TRUSSES @ 24' O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT_ 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 1/'E BEARING WOOD FRAME WALLK'j (SEE SCHEDULE) BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 96 3/8" F CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S.1\ �4 � �4 TOP PLATE 4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 2x S.P.F. STUDS @ 16"O.C. 88" NOT TRANSFER LOAD. 4 4 WALL PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE SINGLE 2x CONT. TOP t 4 4 ........... —, 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR 4 b=2400 PSI (AS PER PLANS) PLATE W/ (2) 12d INTO STD. 9CrHOOK 8"- 16 < DOOR STOP PSPN516Z w/ (12) 16d NAILS P.L. 1.8E F TRUSS ABOVE 8' 7 4 MOLDING a HTT4 w/ (18) 10d NAILS (3610# SPF) 2x CLOSURE WALL W/ v" uL 6 G ­* HTT5 w/ (26) 1 Od NAILS (4670# SPF) THAN 5 0 'o PSPN51 6Z Top 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF STUDS @ 16' O.C. W/ GARAGE TOP 2 ROWS 10d @ 3" O.C. (14 0 0 J LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS 5811 DTT2Z w/ (8) 1/4" x 1 1/2"SDS (1835# SPF) %p* SPLICE STAGGERED 0 0 SIMPSON SP2 wl (12) 10d (3) 10d TOENAILS T&B GREATER THAN V-10"WIDE (U.N.O. ON [DOOR 00 * HDU2-SDS2.5 wl (6) 1/4" x 2 1/2"SDS (2215# SPF) a HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2"SDS (3285# SPF) 2x BLOCKING @ MID J-BOLT HDU5-SDS2.5 w/ (14) 1/4"x 2 1/2"SDS (4065# SPF) NAILS AT EACH STUD AS REQ'D PLAN) POINT EVERY OTHER OPENING 41" TRACK HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) STUD W/ (3) 1 Od NAIL, H 1 Od @ 8" O/C a HDU11-SDS2.5 (3011/4"x21/2"SDS16865#SPF1 S,v� 34" PPArkPT 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) 10d NAILS AT EACH STUD 2x P.T. PLATE NO 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT C14 iR 1 C-4 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL C, tz E E 0 a: �2 CD C'4 M MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS FILLED CELL W/ (1) #5 VERTICAL 5/8"DIA. x 12"EPDXIED A.T.R. MIN. 8" SEE FDN. PLAN FOR LOCATION EMBEDMENT w/ WASHER & NUT ATTACH ALL FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 1011 DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8"EMBEDMENT w/ WASHER & W/ Y�l 6d TOENAILS 6 3/4" W/MOUNTING ANGLE TO P PLATE NUT 31/2" FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1�� FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER & NUT FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCK TOP PLATE SPLICE DETAIL rM HTT HDU TENSION TIE BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCAI E- NTS (2S4) \,-ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS HDI IPT rr)KlNPrT0P IQ9:9: Qr'Wg:r)HI M OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. S4 SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4"WALL 2" x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11-4' (1) (2) (1) (2) (1) LSTA30 41-9- (2) (3) (2) 1 (2) (1)LSTA30 9'-16' (3) (4) (2) 1 (4) (2)LSTA30 SP4 SP2 SIMPSON SP4 -] SP2 SIMPSON SP4 "J,`:��--2XTOP ROOFTRUSSABOVE ki PLATE L OVERLAPPING 2X BLOCKING 2X STUDS @ 24' O.C. \-NAILED r-18"xl 0""J" BOLT @ 24 MAX. '�2 INTO 1 Od NAILS @ 6" 16d TOE NAILS MIN )) P O-C�R OTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING Wlr'iTWr)rr)D;:mimr,_x/AQi;:Q 4" ECTION 11-2x P.T. SEE SECTION AA/Sl FORM CONCRETE INSET TO FLA I S I "PS PER CHAR I ABOVE 10 BE LIEN I PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS —7 ^' ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL—\ WITHOUT UPLIFT \ 1 9- 1 spi K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR \-SIMPSON SP4 SIMPSON SIMPSON- _J-BOLTS @ 24" O.C. #5 CONT. & W REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED 0 LINTEL 5/8"X1 0" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0- O.C. @ 12- O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 2ax4 (NO RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2'xl 0' OR 2X8 P.T. BOTTOM PrE MASONRY WALL FOR WATER SHED. 2x CRIPPLES @ HEADER I KEEP STIFFENER BACK FROM SIDES ENOUGH 16- O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B - 7 BOLT @ 24' O.C. MAX. SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2"AT EA (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �4 \_(1) 2x SILL PLATE W/ (2) 10d NAILS@ 4 MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) "o 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. GARAGE ENTRY FORM DETAIL BOX HEADER o EXTERIOR HEADERS: STAGGERED 1 Od NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) a 0 TRANSOM FRAMING 6 MOUNTING BASE SCALE: N.T.S. O/C TYP. \-NAILED BEYOND. 12d TOENAILS INTO 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 9 OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES L 7 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING "__,�_WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD ra TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 11/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES rE SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/Sl AND & 8"O/C FIELD 0 �4 L CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL 0 GARAGEFLOOR '--2x STUDS TYP. DETAILS 0 TRAVEL DIRECTION OF 9 SIMPSON SP4w/(6) 10dx 1 12" ZO GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE '—PLYWOOD 0 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 spi SIMPSON SP8 FOR 2x8 WALL) 0 SHEATHING RECESS SIMPSON SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- I MOUNTING BASE DETAIL HOLD DOWN LINTEL SP4 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW a�_!_5/8"X10"J-BOLTS@24"O.C. CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. NOT REQUIRED @ PLATE) SCALE: N.T.S. 4 4 4 A 'BOTTOM P.T. BOT. PLATE BEARING WALLS NOTED 4 4 IF— I \ I AL ERNATE: POURED CONCRETE BASE FOR OF MOUNTING B E WITHOUT UPLIFT , I _�rl 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED 2X8 P. I. B0 I I OM.�, MIN. 6"INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE I @ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL I I I � FRAMING DETAILS ABOVE ENTRY rR PARTIAL INTERIOR ELEVATION SCALE: N.T.S. � �4 L5/8"A`10' -7 BOLTS @ 24' O.C. MAX. SCALE: N.T.S. �4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) 01 4--J LU 0 LU Lh Ln �(D =:: 2 La -0 C14 05. I u_ rilf < Im 0 IFZ- co Lo < Ci A lq-07 Ell JU LU z z LL 2 E c) 0 C* r\O 11 0 ROF Q� Wk% To the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within ftse drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 2001 Tampa, FL 33607 www.LennarTampa.com z ej z 8 50 0 '1H �jz w 0 2� fle F, 0 C/) z -0 L4 3: 0 > LU C) U U� < 00 z Z LU In Lij Ln M z z L M 0 z Lij 3: LU rn SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No. 42 SHEET NO. S4 1j ----------------------- SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) I NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. I OUTLOOKER I TOPCHORD @ 24' O.C. 7 NAILING SCHEDULE FOR N SHEATHING DETAIL I SHEATHING DETAIL I BLOCKING FOR FIRST FOUR BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES - OOKER AND NAILING SCHEDULE @ 24-1 O.C. FOR SHEATHING DETAIL OUTL ROWSOF 45* 24"MAX. �4" M �AX TOP CORD BLOCKING 45*± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA wl (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" EDGES OF 2x4 CROSS BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF I TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER x P#2 1" BRACE TO 48"O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/(2) 10d I I FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING - - - - - - - - - - - - - - - - - - - - - - - ATTACHED W/ 10d EA. END NAILS @ 6' O.C. EDGES YPSUM WALL BOARD � GABLETRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48' O.C. FOR THE FIRST I 1 OdX3' @ 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16' I kv LA I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6' O.C. N I I INTO 2"x6" P.T. PLATE 2'x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12"O.C. FIELD 2x4 T'ON TOP OF PANEL RI I WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL A NOTCH "L" BRACE HERE @ 48' O.C. MOISTURE BARRIER 5/8" x 1 0""J" BOLT@ 48" O.C. 1 WEEP SCREED 5/8"x 10""J"BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT V-01' INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) 3 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24' & (4) 1/4-4 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2114" SCALE: N.T.S. � �5 SCALE: N.T.S. TITEN ON OUTSIDE CD co CD C'4 i F3 M cq �8 C14 02 El M L SIMPSON HGAM11 W/ (4) 1/4"xl 1/2' SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR Cn NOTES AND NAILING X-BRACING, AND TOP C14 SCHEDULEFOR CHORD BLOCKING ;o ;o SHEATHING DETAIL INFORMATION M a 2"x4" CROSS BRACE WOOD TRUSSES 00 ;o APPROX. 8"FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24"O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2X4 PANEL BLOCKING ATTACHED W/ 2 - 16d 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 2X4 BLOCKING @ 24' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. r (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) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x 1 Od x 1 12"AT EA. 12" AT EA STUD (USE BACKNAI L w/ (2) 16d NAILS OOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE OUTL 7 ///"r— i FOR SHEATHING DETAIL 1 1- .2x4 OUTLOOKER @ 24" 0 ' C. (OPTIONAL - SEE TOP CORD BLOCkING FOR FIRST FOUR ROWS 24" MAX, ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL BLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/(2) 10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END /r- SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS \­2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING rn) 48"A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 '-r ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA OUTLOOKER (2) 16d NAILS - 2x4 OUTLOOKER @ 24' O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r--GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 10d NAILS @ 6' O.C. EDGES AND 12" O.C. FIELD -2x4'T'ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2� MAX. x SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4'x3' BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) Z� SECTION SECTION r4 SCALE: N.T.S. 1\ �5 SCALE: N.T.S. � �5 SIMPSON H10A w/ (18) 10dxl 12"ATEA OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2X4 T'ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C EXT. WALL CONN. a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 72x4 OUTLOOKER @ 24' O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB r-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6' O.C. E E AND 12" O.C. FIELD 1_`1 JACK TRUSS S SEE PLAN FOR X�]ICIONNECTION 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 �5 2"x4' OUTLOOKER @ 24' O.C. W/ (2) 10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING - :ROSS BRACING AT LEAST TWO TRUSS SPACES OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C TOENAId 6 H O/C 2"X411 RUNNERS W/(2)16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL i(�M GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S5 V BRACE W1 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA W/ (4) 114"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING wl (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) t\-BRACING w/ (3) 10d x 3" AT N \EACH CONN. @ 24' O/C -MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) KoT SEE TYP. WALL SECTION FOR SCALE: N. k\_S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1"BRACE (1) 2'x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1' BRACE 2411 010' - Y-10" Y-011 - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 'L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 OdX3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4-xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 314"=I'-(r MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/(12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU a CORNERJACK U z Cr 0 -11 1 N I I i HIP FRAMING REFERENCE PLAN z LU 2x4 BLOCKING --2x4T'BLOCKING @ 48' O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAIL SCALE: N-T-S 2x4'T'BLOCKING -qv 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL TYPICAL W/ 10d NAILS @ 4" 0. ); �jt 4 PA L GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS 9ET5"'-GA TRUSS VERTICAL (2) 2"x8""L" BRACE -/ I I FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX W BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Aq L WE Ro NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS1 1-13 SCISSOR TRUSS SCISSOR TRUSS ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-O"O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48- O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 0 2, - CD 2_� 8 :z < --I 0 U.J U 0 LU Lh FLO V) 1 123 LU E =: LLO 'c, 8 Cc- IC, U = U_ 00 15 - co A < �A I R ED. N-C-B-D-C vi zw - \'W/ 00 z :3 12 LU 05 9 F, t W qj < A 'S z 0 < U) 44 %%% 11 z *A LL V� F ROFESS" To the best of ft Engineers knowledge, information and beflef, the structural plans and specifications contained wM!n ftse drovirings comply with the 2017 Florida Building Code - Residential ft Edition. Engineers signature and seal is only for 9 ctura engines ng po ons a ng "gas wring Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 16 'R UJ z UE 0 z w 0 Lu z -0 4f I- o U En Li— Ro r- 1915 o6z 00 uj z z LLI V_ f'*4 Lr) L13 JjS28� < Z Lij z kq 8 In M r'14 z Z o 9 F5 oui Uj M 1z r_% M ul SCALE AS NOTED DATE 4/5/2019 TECH: JIBERCHAL VERSION No' 4o2 SHEET NO. S5 zz r----------------------- 9 L— — — — — — — — — — — — — — — — — — — — — — — t2 M 4 9� -8 2 1 C14 CN I E 0 EL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24' O.C. MAX. SHINGLE ROO HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32"CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR LUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STREN I GTH CEILING 2X SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL 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 W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2X S.P.F. TOP PLATE 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS 0 UJ 0 = W/ (4) 16d TOENAILS TO TOP PLATE : 'a— 7/8" CEMENTrnOUS FINISH PER ASTM C. 926 , __3-. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2X BOT. PLATE W/ (2) 1 Od @ 6' O.C. METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RID 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j U_ LAYER 1/8" THICK. COMMON @ 6' O/C EDGES AND 12" O.C. FIELD vi INSULATION PER 1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I 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 YR SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQo--- �S 6� SPACE INTO APPROX. EQUAL AREAS. ff FLOOR SYSTEM 7�L E TAL SEAT lKil \-PERPLAN 0 11 OR FELT 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: 11 IK PAPER FOR 101 MOISTURE BARRIER rw r, = E ro 12 1 E 61 R, A: UIALTA 9W] '.4 0 1 .1 STD. 90'HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CV) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL a. AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE ;0 STD. 90'HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE 57T�qq TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----� Al 11MI 14 *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24' O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2"TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD I ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6' O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY.- 7" CORNER TYPICAL 'IT" AND CORNER DETAILS rN 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 I �i *"' — WEEP SCREED PLAN INSTALLED PER MANUF. T_ \\--SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"x4"CROSS BRACE @ 4 NAILS @ 24- O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ 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@ 1­ 2"x BOT. PLATI (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS" 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) 10dX1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" FOR ADDITIONAL INFORMATION. TR RIBBONS ETAIL (F SS) ro D LOOR TRU SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2"GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:g 8'4'. (2) ROWS OF 2X BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" [—EMBEDMENT @ 24' O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE i F6 X 6 W1.4 X W1.4 WWF OR FIBERMESH A 4. . , . 'A 'd A (3) #5 CONT. ON 3" 8" V-8' 8" CHAIRW/3"MIN. I CLEARANCE INTERIOR 2-STORY FRAME SECTION K7S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=11-011 ADDITIONAL SLAB INFORMATION. re-, 15W OSB EXPOSURE1 SHEATHING E f NG AS ED PER N X-X IF L SHEET- C FLOOR SYSTIM BO XXOTIr NOR VERTICAL PROVID BLOCKI REQUIR SECTIO NOT FUL HEIGHT (2)- 2x TOP PLATE BEYOND OSB EXPOSURE1 SHEATHING W -, SOLID 2x BLOCKING @ ALL _Qj 17% SHEATHING 0 co EDGES(SEE OPENING SECTION X-)O I W (L 0 x Fr Lu x W —2xSTUDS W BEYOND. Co SEE PLAN 0 M 0 U) \-2x4 P.T. BASE 2x RIB \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM I A I A 1 1 r-1 r-1 I A 'rl^L I r%1 A O%r% A I M 4 FT. 4 FT. 2 2 5 FT. 4 FT. (D 9 5 FT. 4 FT. I 2 4 FT. 7/ 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHE : NAILING ZONES (SHINGLE AND TILE Lu ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"OC IN FIELD _-I '53 ZONE 2: 8d RING SHANK NAILS @ 6" 0,C. ON EDGE AND 6"O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4' O.0 ON EDGE AND 4' O.0 IN FIELD a t- z (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u. 0 SHANK NAILS) NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 112"PLYWOOD _j a 'W LU (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24116 L-.Lj _j 81 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 9 OD _j PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO (0 LL Er K LL STUD AND OR BLOCKING AT ALL EDGES. C-4 W 0 X 2 LL LL A MINIMUM lir SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3V SPACING S 3X14 S 1/2" z , =W S _!�/2' DOUBLE NAIL EDGE SPACING SINGLE 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 (ip 3' O.C. Wf8d COMMON NAIL @ NAIL INT. AT 3' O.C. W18d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C. W/8d COMMON NAIL (Z) SHEATHING SPLICES @ HEADER - NAIL SHEATHINGTO HEADER MEMBER IF GABLE END W/ Bd COMMON NAILS @ 4' D.C. @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN ' 131'X21/2" 0 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3' O.C. STAGGERED WALL SHEATHING INSTALL. '�, �6 &NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 17' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12' O/C FOR 2x CRIPPLES @ 2"xl 0" OR GREATER HEADER 16' O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR \ REQUIRED CONNECTION S \— (2) 2x HEADER SEE PLAN \-9 INTERIOR HEADER: 10d NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x 9 EXTERIOR HEADERS: CRIPPLE STL 1 (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.(,) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4XW1.4 !6 WWF OR FIBERMESH —11 4 . 4- . . . . \ - .. .1 1=1 I I I d I . . 19 I . : - - IZ4 A HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 14' (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. 00 j FINISH GRADE - 1= — ;5? - —1 1 9 z (3)#5REBARON3'CHAIR--"'j4"j ....1-4- W/3"MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" S6 ADDITIONAL INFORMATION. (D 2- - 27 CO 2-1 91 < --- i E3 U) Ln 0 LLJ 0 U'j so I Cl) C'4 4, cc Coll) U 76 U. cc -C CS CD < 0%101 N-C-B-D-C tr 00 'N LU LU Z 0 4A z A LU C C�4 ...... q e 'e Co \C) "4 F E S Z> To the best of the Engineees Mowledge. Information and belief, the structural plans and specifications contained w0in ftse drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for 0* structural engineering portions of the drawing pages bearing Engineees signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 9 ae � Lu z < I t U) J 80 t-: § Z < (D W E 9 6 -. 89!ff - Ljj al!j 0 U) z -0 M 0 Ln Q) > 0 Ln r*4 yj U) C! 'z _j �96 g 8 < 0 9 :W Lu < 00 11" < z z Uj rq Ln 10!j ff Vp< LU X < 0 C4 Ln r4 < z z z 0 Z LU SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION NO 42 SHEET' NO. S6 I (MONO P, NO C4 .1 0 LO n C'14 IZ! ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4 x 11 VL 2X4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2X4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2X4 PT NOTCH�-� —D INTO STRINGER '-,, I I I L 7'� I - -.--2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND 410 E THEN WRAPPED AROUND STUD 7�7 PLAN VIEW SCALE-T' 1 '-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�' E 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING lo MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 E BOTTOM, GLUED AND 1/2- NAILS) NAILED TO STRINGER _j C', 2x1 2 TREAD GLUED AND 12 0 NAILED 1-1 2x 4 DR FT S�P .8 2- CL 2X4 PT NOTCHED INTO - <� a_ S TRINGER AND TAPCONED - YW LL STOP 2 8 DR A MUST x SYP INTO FLOOR WITH GLU STRINGER CONTACT H TR NGER NOTTOUC S I S L'l POINTS 2X4 BLOCK IN KNEEWALL F OR 2X12 NAILING GLUED AND NAILED To STRI NGER FOR DRYWALL SPACING 4_11 y^H \,i6, SECTION VIEW SCALE: 1 --0; M JOIST SYP 2x8 SYP 2X8 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER ------------- 1�, --- --2x SYP CUT TO FIT BEARS IN WALL _----2xl2 SYP BEARS IN WALL '-2x6 SYP SYP BLOCKING FOR STRAP 2X4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAI LS) AT STRINGER CONTACT POINTS I/ 2X4 CUT ON BEVEL — FA NG 112 DOES NOT BEAR IN WALL GLUED TO zt2X8 F STRINGER MUST MAKE FUL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER L SECTION VIEW 111311 SCALE: 1"= V-0" SCALE: I" V-0" STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTION VIEW "A ll SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 2 —3/4" RISER CUT TO FIT STRINGER STRINGER MAINTAIN BETWEEN AND�'GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER .0 2X4 BEHIND RISER BLOCKING FOR 1X4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2X4 DRAFT RISER AND TREAD STOP -2X8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 77 1 4 BLOCKING FOR 2x12 F72X4 PT UNDER 2X12 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 NAILED TO STRINGER OF STAIR TO CONC. W/ T'X 2 J" TAPCONS @ MAX. 32" O.C. IN, 7/7,z) PROVIDE MOISTURE ROTECTION ATTACH ALL COMPONENTS O�STAIR To CONC. W/" 2 T P 7CONS M 32.0. C. I r 'I I jll=� W A A G-1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ��STOP 2X8 SYP DRYWALL STOP 1___rMUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL G 2x12 SYPBEARS SIMPSON A35 IN WALL E 2x4 BLOCKING FOR 2x12 I OR LSC EAC14 A 2x4 PT UNDER 2x12 z I 2X6 SYP 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1"= V-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL __-2x12 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 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1 V-0" \t?x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER feOR DRYWALL SPACING SECTION VIEW "Ell SECTION VIEW SCALE: v-0,; SCALE: 1"= V-10" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILEE FRAMING 2X4 DRAFT STOP 2X4 BLOCKING NOTE: 2X8 DRYWALL STOP NOTSHOWN 11C11 SECTION VIEW SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER- \< (2) LAYER J" EDGE GOLD OPTION: 2X4 CUT ON BEVEL GLUED AND OSB OR PLYWOOD T IT OR 1 -rX169 LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6- O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" V-0" SECTION VIEW F� SCALE: v-0., F PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST. BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" JOINT - TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO NALL BELOW NEWEL POST LET INT( THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FORNEWELPO TO ANCHOR TO (GLUED AND NAI TRUSSES JOINT -TO )ISTS) H "N' 2X STRINAR 2X BdOCKING PSON MTSJ2 W/ 1 Od x 1 1/2" All LS %OR �t2X BL07NG 3 D RISN VARIE ECTION VIEW 111-111 SCALE: 1 V-0" 0 G V v) $ E3 Q 1/1 QD 0 w C_/3 4­' LU 0 V) =3 LU i._ co r- 12 C14 0 _QC:0 00 co Go A ft - c% 0 A I IED. G fA 0 140 z �; z I.. 4C (2 E� �1 ku d .9f k Z 0 E M5 z 44 M g WLj 3 U) I g ED V4 C, NCI ............ (0 1�v ix : -- �,b � 0 4,j 0 F 0 E S 4/ I`,WMIIMO� To the best of the Engineers knowlecige, information and belief, the structural plans and specifications contained within these dravvings 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 Engineees signature and seal. LE IM IMAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com UJ Z< ui 4H oil !Z� U., cn 0 1 z -0 M Uj C) Lu 0 cc U rN < Zo _j M in P 00 ;it Uj 12 Z Uj L0 � 2� z 15 (N Ln ill; Cn C'�4 Z Z LU u) ISE 0 ck SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION N 0' 4m2 SHEET NO. ST ---------------------- I — — — — — — — — — — — — — — — — — — — — — — j 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 A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16 H OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 22 x 78! CONNECT W/ 8d NAILS BRACE/ BLKG. TWM r)" ,Fi 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB W ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A 'PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-11;e" I HK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S DOOR JAMB (REFER 1x4 1/2' DRYWALL F F DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT 1x4 1/2"DRYWALL F TO PRODUCT P.T . P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. jg'� x4 X 4 E I 3-1/4" LONG X 3/16"0 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 1611 1x8 P.T. TAPCON @ 16' O.C. &"4" Im FROM EACH END w/ MIN. 2X8 1ya 1X8 BLOCK@ SPACING 111 PER MANUFACTURE DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12"O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16' TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N APPROVAL FOR CONN. 1/2" DI 1x4 1/2"DRYWALL 1x4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIS" 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 3 16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2"TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ji TAPCON @ 16' O.C. & L END w/ MIN. 2" D IST EDGE DIST. FURRING 4" FROM EACH END wl 2x8 P.T. W/ ATTACH SECOND PLY w/ 0 T A..z :r 2x P.T. AS REQ`D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ CC SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4"MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4"MIN. /4" MAX EMBEDMENT INTO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1 X 4 FURRING 8d NAILS @ 8"O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN`111 VERT. BRACES WHEN HGT. OF 21 BRACE EXCEEDS 24" 8 P LEAVE A CUT OUT IN O.S.B. ON TI4Fz_-.::f 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION 4 TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) E5 BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS H� EQUAL M INSTALL WDW, SCREW_,__� THRU OSB INTO 2 x 8 to ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL .13-13 SCALE: N.T.S. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. C 4 1 B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. 1 C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. r_ D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "N". TYPE"S"OR 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 C 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. 8. 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 �2 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL E OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. <� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS CL TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2-4- SECTION A -A 8" 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP PROPER INSTALLATION UNACCEPTABLE INSTALLTION MAX. 8" * DO NOT DO THIS FILL SOLID BOTH CELLS #5 REB (TYPI) STD. 90' HOOK 0 ±5 A L NOTCH WEB AT FIRST 2 COLIRSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4'xl 1/2' SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16 O.C. MAX. OR IF MASONRY WALL USE (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 PER NAILING SCHEDULE (5) 12d NAILS IMPSON 2XIS TO 2X4 H2.5A W/ (10) v 'AN 0 24 0* C' ING ATTACHED )CHEDULE 8d NAILS 6"MIN. LAP SPLICE W/ I . . . . . . . . . REINFORCING PANEL IN.LAP 6 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 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" L _tSS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN 1, kR YP.) THE :S FILLED CELL INSTALLATION 1-1--2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-O"O.H. Of/, (2) 10d NAILS @ 8- O.C. TO TRUSS TOP CHORD + + + PLYWOOD SHEATHING + + + + + + + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION SCALE: 3/4"= V-0" 1\1a SIMPSON HTT4 W/ (18) 1 Od x 1 W , W * M * AT PERIMETER 1/2" NAILS TO STUDS & (1) - WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD OCCURS TOP WITH MIN. 3" EPDXIED W/ SIMPSON "SET" COVER EPDXY MIN. 6" EMBEDMENT 8 6-4- F.F. 3" MIN. EDGE DISTANCE GRADE q> % A C14 V Cl) x —A 16"MIN. COVER EA. WAY \-"—(2) #5 REBAR. MIN. 3- LIn 7r SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" #5 REBAR (TYP,) D. 90- HOOK (TYP.) SCALE: N.T.S. tZ;:;: -QW;:PT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP I SCALE: 3/4" = V-0" z 0 U_ 0 LU M v 0 @ FIRST COURSE 2 'x BOT. PLATE W/ (2) 1 Od @ 6' O.C. Z71M 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6"O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB ME METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM1 0KTA @ 12- O.C. wl (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 114")Q 314" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STR SS) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: 4 URSES FILL Ist 4 CO SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. CIVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 lt 2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. if I 11-0 51-Ol NISH % 0=9 ____#5 BAR 10" CENTERED W/ 'L?E H I> IN TOP 77 KNOCKOUT/ CHAIR BLOCK % MONO FOOTING t, A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL 0 DIRT 2� 6 2 ANDARD k t> 90r HOOK #5 BAR IN FILLED CEL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY SAW CUT I-W/ SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. cn, CC 0- twoom tj - 2: V) 0 C1 a) C—f> 4--J LU 0 LU V4 PM " WM, 9H U_ GO 9 C2 U, A N-C-S-D.c Id E4 c; z z C9 RS U_ 171 ul RAIII z < on 2 z !4! < Au Cq 0 h, kill IIII E Co -V of U, 7111 11b 0.. .. F ........ % ;?OFES5\0 N4 Z///r, %%\�­ 11,111ull To the best of the Engineees kn�edge, information and belief, me structural plans and specifications contained within these drawings cornply with the 2017 Florida Building Code - Residential 6th Edition. Engineses signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z -C � - a: z 01! H UJ C; < 9 0 0. U) z 'a 111� < 0 > 1".0 Uj U Ln r*4 ry) . 0 I "_ P 196 r4 N 00 < Z Z LU r4 Ln Lij < z r_4 Ln C�4 Z Z LU rn T-4 SCALE AS NOTED DATE 4/5/2019 TECH: IBERCHAL VERSION N 0' 42 SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - FOR NAILING INSTALL BLKG. AT TRUSS WEBS CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. C*4 M co E -9 cq ,­2 r E 0 =0 IL ­­­ --- A 4 TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE '--2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B ,---TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS CB X-BRACING - 2X4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2X8 BLOCKING NAILED @ -EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS I I CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 81-01t MAX TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A E N SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, TRUSS 37A AT 12" O.C. MAX (2) 12D NAILS HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @TRUSSE 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) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON 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 � 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS L.SEE PLAN� '1:1 SIMPSON HUC41 Owl (14) FOR CANT. 16d INTO HEADER & (6) — #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE OR SIMPSON H2.5A W/ BEAMS TOGETHER ROOF PLAN FOR MORE INFO L (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 @ 2-4-0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4CONT.AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES— ------------ --------- 'T x 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END M IN. (2) 2X4 NAILS TO TRUSS SPFTOP BOTTOM CHORD FPLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN \jv FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ir MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE L @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR I ri L COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16"OSB FLITCH PLATE - SEE FLOOR PLAN F OR REQ'D ONLY WHEN COLUMN SIZE& RSEJ INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" A �� A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18w/(14) INDICATED 1 Od NAILS TYP. U.N.O. CORNER — SEE FOUNDATION PLAN FOR MORE INFO Al 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) 10d NAILS OR SIMPSON MTS 12 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 K2 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 Nd MIDDLE BM. SPLICE OVER CENTER OF POST F— 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 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE / �12 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 "room ff--n ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16"O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @cy ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d 7-PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I FOR ADDITIONAL INFORMATION rIF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 W/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN I LEDGER AND J/S6 FOR MORE INFO. 2X1 0 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2"X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24' O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) CI-YPICAL) SECTION AT LOW ROOF SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2X STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 10d 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 MTS1 2 W/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" (2) 2XIS BLOCKING UNDEFj-- 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. SECTION @ BUMP OUTK'39""� SCALE: NTS 1�1'� DETAILS & SECTIONS 0 (D!P = § I :z < U) V) (D 4-J LU a) (z M LU %4�je V) I— U LU i�! C4 c-" c" R <c U') a;< 6 AI NLC" -D-C /r Iwo 11 00 �c' F5 tu us Z 0 7S LLZ 4n:; LU OX !'�!:F Pt lilt fill co , '4 U1 C�- '01 ........ 1�111` "r?OFES5'O 'Z To the best of te Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings omply with the 2017 Florida Building Code - Residential 6th 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 9 UJ z'< t 8 �j u, g6-. 9'65� 0 0 LU 0 '!a U) z %*-000 oz$ 2: 0 cu -2: in- ko V;r U) Zj U r**j < R0 r Lij I -_ r- 6 8MR 8z C-�4 r*.% 00 z z LU Ln T__4 < Z U � � v C%14 Ln z rn C'14 lc� z Z 15 t LU 0 r-1. v__I .0. 2: 1 V) SCALE AS NOTED DATE 4/5/2019 TECH: IBERCHAL VERSION NO 42 SHEET NO. D1 I __j !s 9 LO C�4 E5 M 40 8 PI) C14 C E 0 =2 C> -FIq M (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Od NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SEEFOR BLOCKING DETAILS FLOOR SYSTEM 7: SEE PLAN 7: EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—-, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED SECTION CORNER FRAMING ATTACHMENT le' �j N.T.S. SEE Q/S4 FOR SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP-7 (2) 2x HEADER SEE PLAN w A 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. ,nF r_TYP 16"1 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN F PF SEE FOUND. PLAN FOR FTG. REQ. SIMPSON SP2 w/ (12) 1 Od NAILS SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x: 4 SPF SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. SIMPSON SP1 w/ (10) 10d NAILS @) E 5/8" A.B. @ 24" O.C. AND 6" FROM (D EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2xSPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 W/ (6) 10d x 1 1/2" EACH SIDE STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS W/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 W/ (22) 10d SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/STLIDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 W/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 W/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 1 Od NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP (9) x GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 1 SURFACE 40A 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 2X4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIS END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO To (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL SCALE: N.T.S. SEE SS FOR RETROFI T 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SPIS FOR (1) SIMPSON LSTA30 wl (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 W/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS PACK W/ 1 Od NAILS @ 8-O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------_ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 1 Od NAILS & (4) 1/4"X2 1/4" TAPCONS 0 PROVIDE BLOCKING BELOW JAMBS HEADER CONN. 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. �-114*0 SEE PLAN FOR -NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MSTA36 STRAPS W/ (26) 10d NAILS I ------------ FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN F�R COL. SIZE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" ANCHOR BOLT W/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. @ GIRDER SCALE: N.T.S. 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 LSTA30 W/ (22) SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SPIS FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 W/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/(7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1/4"X2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2X4 STUDS PER PLAN DOUBLE 2X4 TOP PLATE 2,T��WS 1 Od @ 3 /C RIM PROVIDE 2X4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2X4 BEYOND AGAINST 2x8 STUDS 2X8 STUDS —�z NOTE: PER PLAN AT LEAST 4'-0" LONG. TYPICAL PLATE LENGTHS MUST BE TOP PLATE SPLICE DETAIL SCALE: N.T.S. VA TOP SPLICE 2X8 TOP PLATE 2X4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B (2) 2x SPF TOP PLATE (2) 2x HEADER SEE PLAN (2) 1 Od TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END HEADER SEE OJS4 FOR REQD JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK W/1 Od NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED _HEADER CONN. 2nd FLOOR SCALE: N.T.S. 2x6 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2 x CONT. T & B 2x8 OR (2) 2x6 TOP ikTE SEE PLAN 2x HEADER TO SIT JSH W/ THE OUTSIDE E PLAN FOR SIZE 2x8 WALL BEYOND SEE )OR PLAN FOR HEADER NNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SPIS W/ (6) 10d x 1 1/2" (USE SP8 FOR 2X8 WALL) @ 24" O.C. BOX HEADER (2) 2X TOP PLATE (2) SIMPSON LSTJ2 W/ (10) 1 Od NAILS WRAPPED UP AND 2x CRIPPLES @ 16- O.C. W/ SI OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT V .-H N.- -� - T PAN SIMPSON SP1 w/00) 10d NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2x CRIPPLES TO MATCH JACK STUDS W/ (2) SIMPSON HTS20 W/ STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) �—ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 W/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 W/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0- WIDE, SILL MAY BE ATTACHED W/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE STUDS @ 16- O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 V �-- co 01 U) :Z V) 0 Q) C—/) 4--J Lu 0 LU Cn LU so — 9 S 2) e:cu CR = 1 0 _Q C, U. 00 -00 < M W) aldi A I MD. C4 00 122. .6 us S LU U � a— (n z 0 4D #A #A 2 q, z 44 119, UM Uj WWW.FDSENC%C�U..­ 00 N\x N -11\1� 0 ....... ro J 0 ;: e - Z 0 A, q- 0 'OROFESS\0 fill 11 To the best of the Engineers ImMedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and sea] 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 6 C4 w z c dzH 00-ON a) M U 0 2g C) LU U iz 0 z "a U) 2: T 0 od 7- E3 =5 q;r U) i v) rsj < U, F Lij = flS Q 606� lag 00 z z v- N 2:� 0 � .0, LLJ Ln Lu x Lij 2: < §d�8 r-12 U C1.4 In < z 0 z rn C� z Z Uj z Lu 0 rn 7-4 Ia. SCALE: AS NOTED DATE 4/5/2019 TECH: IBERCHAL VERSION NO 42 SHEEr NO. D2 E C'4 ,C) C', 0 :0� 04 L0 C14 E! -in, E A e CL I'- 1:55 1 9 M I-ULD UP WI -A I HI:_R RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER RESISITIVE SLOPE R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. 0.3 in: 12.0 in BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" 1" BEAD OF CONSTR. (0. 6 cm : 30.5 cm) R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP WALL BY 6 IN. THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 MUMBLED WNDOW) Ile, OR EQUAL WEATHER PROOF CAULKING EXTERIOR mim). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner 51 11,104 5, CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 No R oil WEATHER i SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: BARRIER SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. HEAD FLASHING TIE-IN INSTRUXTIONS: R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 1 . Cut, fold up & temporarily secure weather resistive RIM JOIST penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The iESE DETAILS ARE GENERIC AND barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: installation DANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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 4D WATERPROOFING METHODS TO weather resistive barrier water -resistive barrier for subsequent drainage. Flashing at exterior Window and door openings shall be installed in accordance with one or more of the USED. 3. Fold weather resistive barrier back over head flashing tape Q following or other approved method: and seal with 1. 1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 314"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL SCORED RELEASE PAPER R703.6.2.1 Weep Screeds COMPATIBILITY A Minimum 0.01 9-inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING PRODUCTS DETAILS 2 SELF -ADHERED FLASHING 3. 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 2 SEAL TOPS OF JOISTS 6 Detail Instructions DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING Refer to the number marked as On each detail that corresponds to the numbered items in the list of FLANGE (SEE DETAIL WP07) 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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) - Ground for ease of installation and to minimize scoring cuts 5. R emove all release paper per standard installation instructions and adhere to substrate using a square SHEATHING piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier 8. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH 4 Stucco A 7/8" Cement Plaster - 4 in accordance with DOUBLE JOIST 4 ASTMC926 7/8" Cement Plaster SINGLE WOOD BEAM FBELOW Foundationwall 4 Felt backed metal in accordance with JOIST SELF -ADHERED FLASHING lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 4 1 4 th ASTMC 1063 Felt backed metal 2 4 A Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 3"MIN 4 with ASTMC1063 FLASHING FLASHING Q 5 7/16" O.S.B. Building Paper sheathing 7/16" O.S.B. Metal sheathing SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED . . . Flashing DECK JOIST OUTSIDE CORNER Weep Screed Installed As Per Manufact. Specs. Maintain A STRIP OF SAF LEGEND Bottom of Stampede or similar Weep Screed cauk bottom SELF ADHERED FLASHING (SAF) 1 1/2" to 2" joint only DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Above Roof BARRIER (WRB) Weep Screed BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- Sheathing Installed As Per SELF FURRING (SF) LATH PLASTER ACCESSORY Manufact. Specs. SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS 1 1/2" Cementitious WRAP DP WRB ONTO Cement Plaster Decorative Finish ........... THE VERTICAL in accordance SURFACE TO TOP OF FLANGE AS AN AIR with ASTMC92 6 All inside and BARRIER over wood 2nd outside corner will 3-1/2" INCH FLANGE floor need to be miter cut and caulked all buttjoints need to STRUCTURAL FRAMING becaulked using Stampede or sim. STRUCTURAL SHEATHING caulk for all PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. OF SAF DO NOT SEAL. ----STRIP CONTINUOUS BACKER ------------ DRAINAGE PLANE WRB ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY BOND BREAK WRB _4__SF LATH Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster PLASTER STOP over block 1 floor CONTINUOUS BACKER ROD st & SEALANT CEMENTITIOUS FINISH WEEP SCREED DETAIL NOT USED SOFFIT/CANTI LEVER a SCALE: NOT TO SCALE C, __J Ul 0 (1) C_/� 4--J LU (Dra C) 0 LU 1-h 0,_ V) ru C) LU as - C14 K -. LL 00 - W F�- to N-C-B-D-C C4 Z iiiiiiiiiiN UA LU Z 0 en Z LU (D WVVW FDSENG COM_ U Li 07) C� !El! U_J To the best of the Engineer's krvMedge, inflormation and belief, the structural plans and specifications contained within these dravAngs comply vAth the 2017 Florida Building Code - Residential ft Edition. Engineer's signature and seal is only for the structural engineering portions of the dr&Mng pages bearing Engineses signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com UJ Z g (L m 0 U) o < 0 i,,eeleel UJI LL Z -0 0 0 0 U r-4 Cr LU 92, p, r- F- do 00 V- 1 Z Z Lu 17114 Ln Lli Z U W Z Ln 6 Z Z tu- LU 0 r_1 I V-4 10- V) S SCALE DATE 4/5/2019 TECH: JBERCHAL VERSION No. 4n2 SHEET NO. W P r March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes 3 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Jest Hangers. Previous versions of the IBC and FBC requited testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a cannechor's allowable bad as the bwest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 1-Cedes. As soon as the updated evaluation reports are completed, we 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 recommend that building departntertts under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until t3/30f2018 w4ten it will be reevaluated by Simpson Strong -Tie. Please visit www.stronatio.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Brander Pegs 1 of 1 SYnpeon Stronp-Trs Company Inc. 2221 CamtryLans Mddimsy, TX 75069 Phone: 972.542.032a Fax 972.542.4139 wwg.saonaas.am OL C CD- O O a- .� U � Cl) U cu N O Q O � Q U_ (� O C 4C) > • Cl) 0 E a) 0 U) r ° ``C�U -� V ) O L V o tL O U O V/ CU M C- W Z Z� Z a J Ill. SHEET PA 1.0 NO. A3 FL17244.1 ESR-3455 A23 FL70448.2 ESR-21308 HD210.2 FL17232.3 ESRJ445 HU2142 FL10856.4 ESR-2548 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR3445 HU218.3 FL10858.1 ESR-2549 HD28 FL77232.2 ESR-3445 HU28 FL10658.3 ESR-2549 HD28.2 FL77232.3 ESR-3445 HU28.2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FLt7232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17898.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HMCP2 FL17238.7 ESR-3448 HCPZ FL104472 ESR-2551 HTA78 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200tX12 HTA2416 FL17t380.4 Evaluation Report HETA20 FLt1473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11488.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL71486.1 ESA130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 F1.8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evalua PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Stable 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below rf they will be utilized on the construction project for which you are applying for a btdkartg permit Wtia recommend you canted your local product suppler should you not know the product approval number for any of the applicable listed Products. Category/8ubeategory Manufacturer Product Description Approval Numbers) Tsst Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTnh Farber-Caaaic and SmooVrStar (NON -IMPACT) FL20481.1 +87.0/-87.0 psf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) Ft20461.8 +87.01.87.0 psf ThennaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL2pggl,g +87.0/-87.0 psf ThertnaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.W-87.0 psf ThennaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThertneTru Smooth -Star and Benchmark FL15225.5 +87.0%87.0 psf ThermeTru FibetClasaic, Smoothster, ClasaicCren, Rustic FL7840.1 +87.0/-67.0 psi B. SLIDING MI Wlrtdowa and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FI.251.10 C. SECTIONAL Clopey Building Products Residential WSrtdCods Doors W5 (8X7) FL15279.37 +30.0/-32.0 pat Clopey Budding Products Residential WirtdCode Doors WS (18X7) FL15279.53 +30.0/•30.0 psf Clopay Building Products Residential W1rtdCode Doors W8 (BX7) FL15279.85 +38.0%42.0 psf Clopay Building Products Residential WindCode Doors W8 (18X7) FL15279.102 +37.0%41.0 psf D. METAL LOUVERED DRS Curries Division o} AADG, Inc 807,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 WA (see anal sht) 2. WINDOW5 A. SINGLE HUNG MI WtrWows and Doors Series 185 FL17499.2 +50.0%55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0%40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows end Doors Series 5784 FL15353.2 N/A PGT Series 5600 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Leh Siding end HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS fierce Slid and Vented Soffit FL15272.1 - FL15272.2 +70.0%70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Fen Underiaymem FL72328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18818.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 F121580.3 N/A L.omartco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile villa 900 FL7849.27 - FL7848.28 N/A Borel Tile Saxony 900 FL7849.18 - FL7848.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032' Aluminum GuMlok 18' wide roof panel FLt 1851.2 R3 N/A 5. SHUTTERS A. STORM PANELS GbWI Protection Products Galvanized Steel Storm Panels F115078.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17�8.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Budding Components Alpine Truss Plates FL1999.1 - FL1988.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - F12197.5 N/A C. ENGINEERED LUMBER Wtryerhawser Rim Board, LVL, PSL, LSL FLr3527.1 - F1.8527.5 WA 0. MATERIAL Cast -Crete Corp. High Strength Concrete Untela FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval ffi plan review. I understand that at the time of inspection of these products, the following infannation must be available to the inspector on ftte jobaite; 1) copy of the product approval, 2) the performance characteristics which the product was rested and certified m comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have ro be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE 4h i i L1 Florida Department of Business A Professional Regulation Pop I f: Florida Department of Business & Professional Regulation Pegg 3 d ' Building Codes and Standards 12MX201 Building Codes and Standards 12J122018 FlwW&Dslmb.w ofilluslinameS,ftfossionalittepulletion ftwlrl Floride 0"werwit of Makwa & RAnWW R"uk*on ftplal Product Approval Application Deliall Product Approval Application Detail Building Codes and Storralisilift laws BuIldling Codes and Standards lrmis 221114 lug" US 20; 2dLfindu 2A& 929t Ld&LK 21k 21K Dida Penal- 2AL nu x� R� loubid ftlas`�""Ns ""lift mwwmg FSCAwmyl ARRM&tsi shims Lft Yager- LEMONUM 228= 2,,i,,&U--, vall",rift YMM" Jultalwid EAGAmmaii A —ad 2"1 RVAMon 20ff 1hoilao-Tru Corporation Rick WVt Lynow F. Stimodi. P... Ryw& Kirig, P.. MIMI? 07/1212017 101162017 l7Jl2W7 ApKo-d RI.Mm 2017 Themaeft corporation Rick V*" Lrdarl F. Schrilkit. P.E. " J - Kills, F, E. 12/larA17 121IM17 12121/2017 MUMS Apmowd Zak FAN-kLK go go RdLbmoa Go sm so am 2ML&OM 20 catintow.Bdolorom (419)2911-1740 PE43409 (013) 767-UN Coltorrorr. Edeltor Dome (419) 296-1740 PE-43409 (013)767-6555 mm limho aNkmad egaumm how" ado mm *on mmommaK ANNOLLU� glum amm� EWLANOW ammod am SLocategory: Svibiging Extorter Door Assemblies a. SubCougory: Sedrig" EKMft DOW Assemblies Ro WIN 2Dt7 Rick WrIaM ACOMMON 8, Rienl. King, P.E. MOM? 00UM7 12QM7 Approved PA 2017 M� - 1, - NlokV*W MIN" Acosedbibn & Ryon J. Kls, le;E- 120MI 0102V2017 12412=7 Aprormod compil mmthod:BmkiomRowftma cm Compil to Method: E4mkuftn RIW ham a MR#Odw*d callow. BdMKD- (410) 2WIT40 kw*Ao (613) 7W490 Cologarlin. 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