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HomeMy WebLinkAbout36002 Saddle Palm Way3062-6'Wle 4/`6y AB or A.B. Anchor Bolt ABV or Abv. Above AC or AIC Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Cig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail o DV or D.V. Dryer Vent 0 DVP or D.V.P. Diverter Valve (plumbing) y DW or D.W. Dishwasher Co o EA or Ea. Each 0 EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal M EXT or Ext. Exterior CEXP or Exp. Expansion FBC Florida Building Code 010 FDN or Fdn. Foundation FXD GL Fixed Glass Q FG Fiberglass (Shower Pan) N FIN Finished o FIN FLR or FF or Fin, Flr. Finished Floor v 0 a N 0 0 M 06-09-17 1.0 12-28-17 2.0 ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr 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 GALV or Galv, Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MIN or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Plt. Ht. Plate Height PLNT SHLF or Plt. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room REVISIONS RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAO or Rad. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD, Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block 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 UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 2017 FBC CODE UPDATE 01-04-18 3.0 ADDED H VAC IN LAUNDRY 02-21-18 4.0 twl 02 04-13-18 4.1 Q co 0 ADDED GRADE BEAM 150 MPH ENG. REV. DOOR TO WC IN M. BATH Ef i R1 Amok- � x,A . U RHILLS S1" III AJ�L4 '-Z JO A110 3141(I14b pLl,(COMY`OIDE, �2 NAio w nn q �.{ 1 `,g�W�,�� �h��p�I'�Et'i�galscc�I.�A.r spwnryo DNI II M�l'i6tj f IjjM 9t I6NC) iJ�`I'1 S ',N�7O.M 1 1V LENN**LR 3246 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M DETAILS S4 DETAILS S5 DETAILS S6M I DETAILS ST DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 1 PRODUCT APPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES 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. Z M 0 — o zCD J Q E3 +� z Ln (9 � w O "' F- i� U oh m N W — 0 M m co 0 N _ U O o 0 " 00 <o ¢ 0) U)ao Ln rn Q o A--L B D. N '�v N N Z # Z 8V Z LN cs w z° lZ 1-, lZ W N W W V >. I — = 10ZQ L GFG ,9 4 _ 2 �,a to 0 Z N LL SE ' C• r� i 04 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. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z za �zCU0 Z U Q 0 Z Z (70�ur OLLLo w Uw N O L ^ W T ZO Y U C)�_ I..L 3 � LU F 0 0 O a LU N M U o0Z �e F o YV a g O U -0 r. VOma �¢ Z CL � J Lu w < Ln �o�o �C SoLLw Z Z N N �a0W� J � U) gu~o Z Q Z Z azS �o m O oo z g = ,--I a cn A SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ml SHEET NO. UrN S r---��1 T O 35-SH 0 0 N LO 4- 02 TYP @ 2 STORY J S6 co co E 0 00 -r;n'_n" 4'-8" 8'-6" V-10" 11'-6" 9'-6" 7-0" O O O AO 4. O AC PAD H.B. 35-SH 6068 S.G.D. TEMP. 25-SH EGRESS 25-SH 23-SH TEMP. FAMILY R M 8'-8" CLG. CARPET (4) 2 X 4 #2 SPF STUDS W/ 5/8" ANCHOR BOLT & (18) 10d NAILS MASTER SUITE " 8 -8 CLG. CARPET 17'-7$' rn o _ U) ow gZ X °°o ° M �' m co TB � o ASTER AT H R 8'-8" CLG, TILE -- CIO 868 3'- oo M Ao C T 00 60b q' G S3 W/#2SPF @ 12" O.C. r 2668 BI-FOLD w �o Z _ mod,°° i� i to N FIELD VERIFY HEIGHT PER MECHANICAL CONTRACTOR � CO I 20' 4$' (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5/8"ANCHOR 5'-11$" 2868 3' 11" 3'-6" 4'-3" V-3" 12'-5" I 5' 4" 2 12 C NOAILS +42" SLOPING HALF WALL & (18) 10d T C G C S3 H1 R.A.G. T H2 AU ? 8'-8" DRY LG. I bN �* 1 I HANSON I I j v l 1 I I L-- I BO --- R&S I 1 06 I W.I.C. I 8'-8" CLG. I I I --------J �6'd' HU CAFE �� 8TILELG �� Cl) UP 16R E LATFO MS I 1 I I I I 1 I I I I I I I I I I I I GG I S3 I H1 110 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 1g =1N ~ - 5'-0" 3. "X7P.L.1BE W.H. CC S3 a BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC - - 52" GG o T S3 - I H2 GG 1 S3 I -8 C 00 -1 N H2 2868 - - - - 1 12 - - - - - - 1113__ 111 _ 1�15 1116- I I o Q (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS&(18)10d CC NAILS EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU WALL QI 0 °0I 0 Q I I _ - _ - N C_o 5 W BOLTS NAI UM 5/8" S G B W/ 9 HTT n I m I l A (1 CHO 10d 1) o - - - - - - .. .. m I t 1 I __- - - - - - r---� D.W. a L---J - - - - - - ze O - (4)2X4#2SPF STUDS W/ (4) 16d NAILS @ BASE it _ HZ CC S3 l s' 3'-8" 3 CAR GARAGE 8'-8" CLG. 20'-0" KITCHEN4 SINK wl DISP 8'-8"CLG. TILE I OPT. REF. 1 I N d� 00 1 5'-271,-5'-111- 14'-10" RANGE 1 1 ' 1 - 27 27 is a N 66 wLLJ PANTR r rr kL4' �, C 8' 8„ - f TIE 1 0 -_IH_DR_A_T_81I'-0" _ IWIMilliN J. _1 _ L SIN - CC S3 r----------------------- I I I o ' 00 T --------- I I 5 16" DDEEEP r F 0 R ' I I I I I I I I 6-82" 5'-72' V-78" 5'- 14' I I I I I I I 16 x 7 OVERHEAD DOOR I I FLEX 8 -8 CLG. CARPET °0I �I OP - _ 0 D I S3 i 1 8 x 7 OVERHEAD DOOR I ---------------------- ---------------------- O -------- -------- H NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I FIELD. o O I TYP O O 25-SH 25-SH EGRESS "' I I ENTRY_____ GARAGE _ 3'-10" 3' 10" 7'-8" 4'-0" 2 0" " 8'-0" 1'-4" '-0" 16'-0" V-8" 16 4" 6-0" 10'-0" 18'-8" 50'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI Follow Q/S4. See n for - 2X4 SYP W/ 1/2" R.A.G. FIL Bearing Wall Cal Out When FLITCH PLATE Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS TYP @ 2 STORY J S6 .(3)2X4#2SPF STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY J S6 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" 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 R302.11, 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 ni 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. 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" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 I -30.8 �D +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET '140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND j11111111111111111MASONRY@8& TYP. 2x FRAME WALL r BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 36 TOTAL AREA 3970 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR PLAN E L E V (INSTALL A CONDITIONED CEILING RBLOWN-IN BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: J4"=1 r-01 (GARAGE / LIVING) o C', 0 Z N 13 :* t,l 0 W cn a--+ W p DOOf �� r--- o i6 U �� m W i -E CDM 0) (M a m M _ O o 0 C) ' I o z: " o o ¢ conv � 0 Qv M < o Al B D• N C 8 D•C N �D �01 zit� oo gN�4�z _Z IW u�, z° Isss U) UA imYJ Z CU sissisO WLZ,* `\j, 4r,\ 4 0g4 LU LU U ^'! •. G�F % J J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NA 4600 W. Cypress St, Suite 200 Tampa, FL 33607 www.LennarTampa.com Ozo �Q z a f a F Lu < W_ UZOO FzF-UZZ s O w z Q O 0 J O N o 0-zz LU ass c r o 2:z -a o CZL Z fu N` O \1' Y (n v J L U �n N T o00 QUA .:,..`.,. Z o < cV a 0 z< Z<Z� a<U2 N -Dz� Z Z Uj CV Ln LU cca2�i <,Qz U, J ri WC �oY O~ M G Q Q Z 8 �¢Z zi� ZS ao m 06 2 g LU = �z < Lu a V) s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 1.1 0 0 rn N M Q co co E 0 00 --------------------------------------------------------------------- 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 W/ (1) I I I I I I I I TYP @ 2 STORY 7 MSTAM36 G 1 1 1 1 1 1 1 1 I I I I I b7 W/ (1) D2 I 1 ( D2 W/ (1) S6 M MSTAM36 13 I 15 16 17-18 19 110 MSTAM36 H - ---_---- =- 1 2668 KNEE WALL 2 a _ _ R&S - - - - -- iv 0¢ 1 1 3 4 - -- I j r -n- NrJjw! 12668 f) BEDROOM 2 c M � `�I BEDROOM 4 O0?Lu fx N� H, O 80 , 8'-0„ R.A.G. 6-- -- DIN 16R 1 t _ _ 8 -0 CLG. , obN CARPET I W. I° C° CARPET c 6 _ U 8 -0 CLG. r D2 O NO I N d' N 16" DUi P. - - - - w r N ih LINEN R&S TYP @ 2 STC RY J H1 3'-01" 8'-4" z 3'-71" z 11'-41" 2 3'-7" _ o is B?�OLD '-01„ 1'- 1 1'-11- 7'-01" 2 8z z 2 I 6'-3'" 2 S6 D2 j2) 2668 is M ¢I � I I ? I -FOLD 6'cP I I 2668 26' N 4,-SH N BONUS ROOM N C N C 911 _ 16 DP. _ -R&S_-_ - LINEN QII 8'-0"CLG. N � 266 to G �° io N --_-- ImmI 2068 I p I t ih CARPET N �? M co o I ,N I I BI-FOLD - g �1A _1 ti�� BA H 2 ��� T,G = -N BEDROOM 5 in TILEco Ro LE N I 8'-0" CLG. m ? I CARPET o� Q to 68 , TP � cD <'`1 -IN � Ca I T I �2) 2668 I -FOLD I`r N T-2„ 6_0„ 3,_0„ 14'-112" 21 2' L. 1 V-42„ „ -321" 1 7 I O O 10 ,- �o FIBERGLASS I 25-SH EGRESS N SURROUND TYP @ 2 STORY �N 1/2 35-SH 25-SH 1/2 35-SH (j)6 H3 H3 D2 D2 N - t -- 1 TYP. @ CORNERS 3 BEDROOM 3 �2'Fo6o (� 3 H1 H1 H1 D WI {1} ao 8'-0" CLG. I I D2 W/ (1) MSTAM36 CARPET ( MSTAM36 D2 I D2 D2 ip 25-SH 25-SH EGRESS j GM> Em 4„ 6-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-O" 2x6 SYP #2 1 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 Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" 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 R302.11, 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. Ed. 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. Ed. 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 and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location'of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 C +28.3 / -30.8 D +28.3 / -36.4 /_� +26.6 / -28.0 OF +26.6 / -32.2 GO ET OH SEE SN SHEET PH icg NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP.. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 36 TOTAL AREA 3970 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND PLAN - EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR ELEV-A CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: )/4rr-1 r-On (GARAGE / LIVING) CJt GM o si a U) C:V) CD c/ 4 uJ °O w F- ~ 0 0i co(6 0 m N 61J N M M - V N 'a O O N LL 00 Q rn no u-) nv N N •A M o� � oN0 Z W.2N16�z z W N `� N a w IJ,1 a� z U3Qo � ° rc ��0LL . "V, 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 Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z Lo Lu U480 oos� 0 z Z J Q aw0Z, �� yN I` ^ OV� CM z4 V 0z O �-" 0 g 0 1%� J � L.L_ F .o 0 -Z> o a �w V N M cv ul9z 0 �YO • a VORl ro- f V < W Q � ~e Z N (' 0 � W Ll) Q WLij Z 8 Qi U,WZ k Z o� co 0 0o Z g w = a171 Z rn ,-I a U0 o SCALE : AS NOTED DATE : 6/20/2018 TECH: M]AM ES VERSION NO. 4ol SHEET NO. 1.2 0 0 CV n LO I 00 Q W 00 0 co mod' KITCHEN MIRROR IV— 0 ih ZZ MASTER BATH FIN. FLR. 0 15 1 I I PLYWOOD @ 11 FIN. FLR. @ LANDING LANDING 0 2x8 LEDGER #2 SYP (P.T. o IF MAS.) w/ (3) 16d NAILS TO STUD OR (2) 1/4"x3 1/2" 2x12 HDR. w/ (3) 2x TITENS TO MASONRY @ STUDS AT EA. END 16" O.C. FOR BEARING — 2x8 #2 SYP JOISTS @ STANDARD (3) 2X12 ° LANDING @ 16" O.C. w/ STRINGERS W/ SIMPSON A35 CLIP OR SIMPSON A35 CLIP TO LUS26 HANGER EA. SIDE FLOOR SYSTEM 2X FRAMED WALL 0 M POWDER 36" H. CONT. GRASPABLE RAILING OPT. REF. 10 \ \ 10" 01 N�� 8\ 7 \ �� 6 \ 1 x8 CAP & \ � CASING 5 1x TREAD (TYP.) \ 4 \ Ix RISERS (TYP.) \ 3 \ (3) 2x12 STRINGERS \ 2 \ 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 - 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. KITCHEN 42" SLOPING HALF WALL 0 Fn 0 ih 19 _T co BATH 2 'OTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y$'. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Nosings. The radius of the nosing shall be no greater that 1 fi'. Solid riser nosings shall not be less than'N" but not more than %". The greatest nosing projection shall not exceed the smallest by more than)/2". Beveling of nosings shall not exceed Y2' Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1)/2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in 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" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with''Y2" gyp. bd DW 0 , 80 KITCHEN ISLAND 0 F� MIRROR An It A [F1 1 0 P1 I.J 4L 7L BATH 3 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" V�20 � Z M — o z�z a E3 U) z1C=1 cn c� W C6 p •V — OLU ro E v I ~ � to co� o0 m N LUN — som cM M N C = 9? O w�O 4 �0 � ao Q 0) W LO MQo A 1 B D® N C B D C N �O v (fl O M p)U) y� ONO _ M /y i � C C> W W V O -0. LL(43 z, tt;//Z��a o eet� W WW.FDaSF,3K3.E �a NS F r% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com IrA rA wo za fa wa�0 U�oo Z J �y0LuLu � � J a < > � o- N m Q W gZo /1 Q }i 0 f C tIr z O -3 wz o — N i-- J Q � z o00 vow¢ E Q k J zap Lu Z Z N N -o �aRFi J LJJ ¢ z rl W U pro Q Z <Qz 9,0 z � �, Z S CIDr � 00 z LU 0 -� Ln z a w SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 2 0 D2 CO . ICO zo ao O F_ 0 TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 0 HEEL HEIGHT -- --------------- — T.O.P. -------- --------------------- HDR. HGT Al nl 12 2nd FIN. FLR. T.O.M. - - C29 CJ HDR HGT. TEXTURED CE IOUS FINISHISH ONON C.M.U. (TYP.) ioAe 2" � TYP. F_FL.------- — ------------ ------ ----T2'-D—------------------------------------- TEXTURED — CEMENTITIOUS FINISH ON C.M.U. (TYP.) 16' RIDGE VENT -1" x 10" SMOOTH ------- TEXTURED - HEAD/BAND- 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 zz::::�5 I----- ------ - L ------ 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 10' RIDGE VENT D `-1" x 6" SMOOTH TEXTURED b HEAD/BAND F_ 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. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation FRONT ELEVATION A Attic Ventilation be in compliance with the Florida Building Code 6th Edition (2017) Residential al 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 r-0" but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 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 the 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) 19 = Linear Ft, of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 2nd FIN. FLR. CJ / WEEP 12 T.O.M. — — — — — — — — — — — — — — — — — — — — ------------------ HDR HGT. -----------------------------------------------------------L-------F.FL_ O r` 0 ti �I'D 00 C 60 LEFT ELEVATION - A 0!�2 Z M _ O z C) z� Q J U, z � C9 Q) u, •E-' u, •V � O w m o �Lh c) 2 co o m N NVca ) M S O O N 0C)0 3 in Qrn CL 0 .1s.v a Q o A I B D® N B C C C . D- All N 0 �ON CU Z W M o z w� z F � CP C rl U LU10Z a •; v °" w W OY 0 O 0 ° °' W N o ULICI.Com r( r •N5E 6•••.• Q*•mil '.7 U t.. Q F N\\ 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5Z 171 W� za U) uJ 2-1,U Z ou o p ZVz �OuZJZ Q �agCo wCo O�� o N U W FF 0 J 1 1 1 zo < U W Z 4 Z -0 \./ Cl 3 0 � Q Z �¢ U IIIW9 ^' M Q F_ LL Q U LL 0 0 z O aU� Eo C. g<Q � Q L0Z o z (V a0� W _ILLJ Ln Lij Q ¢ Z < ZZ F y U a°z M Z t ZS 0 C0 Z � 2 0 R of rn ,--+ a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MIAM ES VERSION N0. 4ol SHEET NO. 3.1 11l 1 IIUI I.. ,, r .Ai l I ,I f�i1i ;.-'bilfi .iui[a . _ gi J.I,I ";. J Ir-.I 1 1 11 IT I 1 0 0 LO M d- I 00 i Lo 0 v CD X) co O J co 02 co ao r" M�a 0 r` HEEL HEIGHT T_.O.P. ___ _ _ _ L. TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 2nd FIN. FLR. T.O.M. r_Orr HDR HGT. CJ 12 5 10' RIDGE VENT .���-T4' OFFRIDGE VENT 1T RIDGE VENT 3' RIDGE VENT 12 3 CJ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF SPECIFICATIONS 12 5 _ 12 15 HEEL HEIGHT T.O.P. HDR. HGT. -----_ -0" r_On TEXTURED 3 TAB SHINGLES. ROOF FINISCE INSTALLED AS PER MANUR H SH OVER OVI VERR SHEATHING SPECIFICATIONS (TYP.) CJ 12 Q 3 2nd FIN. FLR. ---------------- T.O.M. 12 CJ / WEEP ------------5 rZ-0- T-O" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) F_FL. — 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. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. Attic Ventilation REAR ELEVATION A 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 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. 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 the 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 Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed RIGHT ELEVATION - A rr=1'-Orr Z M _ o z Z Q a Ln U u, w V — O w Of 10 r— � U o 0 m N w E mM M O o N "E U co o drn o- o u70 rn Q o R De r N �D .N. � N W g� a z° Z (7 N ap Z o--i 0 � WLU Mk zo �' 4< 0 C, -E 4 C,�zU)M CN L5 a �Rp W \ WWW.F SEIQG�C 14F. J r o F E S 5����� �e\ W'+i+fftl 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z0 za �a F z O w¢ga[r �z00 zw�� a a�0. ��Lo WLu w 0 r o O � zz Its N o O z a Ju U) N 00o i_ a °3 W d �Ja Zk N zzaz� N WCa Qa21:� z N Lu D z Jrl N W cea2� �awzw� LLl ♦- Y U M ¢ Q z Of k z �z C13! - Qz J UJ = rh - Z a O T--'I 0— In SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO- 4ml SHEET NO. 3,2 -I -I i : 1. 0 -- - - 00 Cn w 2 1" 2" N VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS _ - rM CAP ci - C° REQUIRED BY COMMUNITY ',N t` 4 3/4' RADIUS 1'-53" a _ rly N M 00 `D SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2° 2' 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF VARIES 1" OPENING _ VARIES V_4" 0 21„ 2 VARIES 1'4' `.) - 12� VARIES SIN 1" 1" 1 1/2" RADIUS 4" 34 4 L2 2 1/2" RADIUS rn cila C6, <o VARIES 12' '-1N M 32„ 11,, 32„ 1" 1" 1„ BASE N BASE 3„ 2, 1, MTV 1„ 1„ 3„ •-N 4 4 4 • rN 12 *NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN co REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES _ �N 1'-6" 1" 1'-4" 1" r� DETAIL TO BE 2" 2" io BUILT W/ STUCCO. 2a . EDGEOF OPENING 6 a 1-1/2" THICK 1-1/2" THICK 10„ CV 24„ 4 �. 10" 6" iv =ice CD - - -IN ^M 1„ 2 iN 2„ 4„ 3„ 2„ 6" 2„ N oc �M I 32' 1-1/2" THICK 24 SIN M = a 2 4- 4„ 52„ 1,-5„ 52 , 4 IN 00 IN 4 o VARIES VARIES 2 icll w 22 _ � TCh r VARIES VARIES r4" 8„ 2„ T 00 N iv 00 � 3.. �n 0 6" 4" CV KEYSTONE F11 b OPTIONAL KEYSTONE F11 OPTIONAL co i Rs co Q 2 44' io R44r„ 3„ 3„ LT' -+- 2 4" GARAGE DR. OPENING 4 ' 4" WINDOW OPENING 4" :3. 4" i 2 NOTE:INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & 1'-63" 11" 11" 2'-1„ 1'-4„ SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 4 4 4 2 54„ 1 -12" 54„ 7�� N 1 " T-8" 4" 3'-0" 4" 10„ 114„ 10„ o N f2" co (V �. N19 (V o A ZV 00 O 1 • M M r �'�.. 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) v r � • ACRYLIC SAND FINISH 0 tP � o — o z 00 Q d. 0 U)vj 0 n c � W M Q .0 w U m ti W E p — U RolN O7 M m M -O M _ o O IN O iJ s U_ 00 OD It, o Q rn N o-o Lc) �v rn Q o AlN B D® C B D C ,��... was N O � N Z_ la Cl) $z Cl) N z LN ,/1 N a W LU �¢��� 0LIL G U) Z -4A U N W Q M O v v O U WWW.FDSENG.COM a N 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O �o za LL, Uz00 rl-0 �OwZ M W 8 uJ QLUozo zzo } — 2: z 4 "C3 Z fQ `J cu o O J� U Un N M � w o0z .� I- 1 �/ X f O v m = wra N J z<Oz LU w < In �o.o Z Z f V f11 Li W��� mow,= J T--1 LU Z uu�z k Z ao0 0° oo Z g = a SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. F1 0 0 E x 0 N N C\O w 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. 200A INDOOR PANEL 1114 copper to lights & outlets NEMA t #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copper to Dryer METER II MAIN V 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING ti4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 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 jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Qr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^�^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ENTRY LIGHT AS PER SPECS VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" A CM _ o CID CL. U) 0 ntnh' cn 4—J LU �V — Olk- t /') V) o r— � o ti m N &A1 '— 8 N CM _'v MM O o N C3" o 0 Co o IS rn n v; rn ¢ d AI N C" D C pp � h N #A O �/� O N C ►� U) Z W N c? z J r-- C/ u o w w lit rn `r _ LUio V ¢ LL L a Z ��4 0 °w N o ' LL W a C' a W W W,FDSENG.COM 00 0 N O N c� 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z ce Z z w<D. �X �400 J ZEdZM =owz 1 W Q aapm U N o Z O r fz Z "10 LJJ to W N Z ,¢ O C� N M p u aU� ` o Eo _z U��Q Q Z¢� uJ Lu a 'n j8u-0 ZN N ���j a' _l Q C Q Z w w of EU Q ~o � `�` z M d' Z ¢Zo Z Cr7 d` Z W o - z _ ¢Lu SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. 4.1 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. 200A INDOOR PANEL NEMA 1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to. WH #10-3 copper to Dryer MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM JuL Bare Cu Ground BONDINGUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rn 3v K;�-- HALF -SWITCHED DUPLEX OUTLET 0 v SPECIAL PURPOSE OUTLET o DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH I °O 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH N CEILING MOUNTED LIGHT FIXTURE 0 LED LED CEILING MOUNTED LIGHT FIXTURE N} o ,I' WALL MOUNTED LIGHT FIXTURE � o J ' RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS LO TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) N c PB PUSH BUTTON SWITCH (OPTIONAL) a o PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) y TELEPHONE (OPTIONAL) T© TELEVISION (OPTIONAL) o � 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT .o ELECTRIC METER ELECTRIC PANEL J DISCONNECT SWITCH o ® SPEAKER (OPTIONAL) cV 04 ROUGH -IN FOR OPT. CEILING FAN v J t„ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 68 (1) PHONE LINE, (1) DATA PORT r---------------------------------------------------------------------------------------------� I i I i I I I I I I I I I I I I I I I I I I I I I I I I I 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 L f f h� LIGHT W/ I I B L NWI ICI I I I SWITCH IN I I I I I I I I I I I — — — — — — — — — — — — J UPPER ELECTRICAL PLAN SCALE: %4"= V-0" i Z M _ o Z Z Z V c�7 �Uj �V — OW E _=) U nr- m N W E F — m M cM N -00 M Soi pso 1 N Od L a: M Q rn mom= o U) o- o 0 � rn ¢ d Al® B D® N C 8 D C ��_ea.uYmo N N ca c� Z W Ri.r 0�OZ w� Z�,6.] U) W W V ¢ CLLL L N v = z N p a LLLU OC CID c) oU U o WWW.FDSENG.COM 0 N O N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ ¢f �r Uz80 z w Y E=ZZ z�ZW d 1 OLLJLLN / \ j F CL� Zo >- 8 f o Z 2 //��.�� fu ` ' V _U (4z3 F a� lU U Z 0 Nr W 9Z U Ul N J Uj > 9 °00 o' M IoC <YP J "'Y LU LL w5md P CL �0. � CL wWa LL Q Ln 0-0 opi90 Z N WSXLL Z �o''0'!j LU LU ¢wu-7 �2 Z o �--I LU Z z 0 Cal—' (7C7 LU � Z 4 w ,-+ a V) o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. 4.2 0- r ) 0 0 t� O O J 00 E 0 Ul W ATTIC VENTILATION CALCULATIONS - A 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 SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of of vented IN. of of ventilation to IN. of IN of Ventilators ventilation soffit ventilation vented be provided Ventilation tilation . Ventilation tilation (See Elev ) required 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-A SCALE: %4'=1 r-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. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. 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 of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. 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 th 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 Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) / 86.25 = Amount of O'Hagin Vents Needed U z M —o z� aC Cl- w �V — 0 w E v / F-- 0 co 0 m C11l W F— 4cu iT M M N-0 2 _ U O o 0 L "oo o <C _ o-o rn rnS-v o`ri Q o B D• NN JC� e� 10 N b N O M W �N Z W Z z a� rn- o w W W w ioz 0 2 -d-¢ o 9�E1t�e�il� .....R*v y�iQ G. `1 _5 ' . t sa ° s 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. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Sz w� za Q F w< Uz00 Z Le 0wZ Q% 0- J Ja a w w �zz0 zzo Y U i o �— Z Z Q) 0 in 1 Q J� U N _J ILL Q se I- O 0M� O VQ � C6< *k Nr z z Q N 8��0 z Z (V Lu � Fy 0 LLI J L.f) rl di Q di Z ) U Z o y F u sz Z cH m 0 00 Z g = J ` uJ a to s SCALE : AS NOTED DATE : 6/20/2018 TECH: M)AM ES VERSION N0. 4ol SHEET NO. 5.1 0 0 N L �r I 02 11 GAIN 4'-4" 5-2" T-4" 6-10" 2'-0" T-10" 7-8" T-10" 5'-8" T-10" / / T-6" 41 STEPS AS 2 0 REQUIRED TYP @ 1 STORY PER FIELD M A U.N.O. 10'-2" t H.B. S3 CONDITIONS71 S3 .. ...... ........... ............ ..... 04 I PROVIDE 1 Y2' RECESS I I 1 1 III I /I / Cl) LAV / II I I FOR SGD. REFER TO y 1 INDICATES FILLED CELL w/ 3000 PSI I I MASON'S SLOPE FOR I I CONC. GROUT FROM FT. TO BEAM I I I WIDTH III W/ (1) #5 REBAR VERT ABOV SLAB I TYP @ ALL PLACES SHOWN I ER /�/" _ 1 ■: HOOKED FTG. DOWELS 5" E�BED 1 II / / 1 / N I I 10 ■ I W/ 25" EXT. ABOVE SLAB "G AIDE 40 _ I 2'-6" x 2'-6" x V-0" / — STEEL" HVAC CHASE I I w/ (3) #5's EW I ( 13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON / / / HERNANDO COUNTY ONLY I LOCATION 13-1/2" / ici LAV I� \I 1 ■ I MIN 2500 PSI CONC SLAB / ■ ` 1 OVER 6 MIL VISQUEEN VAPOR /i/ // I BARRIER 29'-5$" I I -IN I 1 01_011 I I I G04 S3 I I I I -fi-CJ- / - - - �J - - - -� - - - /�/ - - - - 01-0.1 L- J I !_ J I 21'-10" — 8'-113' / / /�/ 8'-72' --- 11 9'-114' I I - Vila G /i/ / I---�11'1111 / I O 7" I 1 ■ i M S311� Sri , -J'' I-lj r u, 1 I I r r i — III I --L I r----nl I I I GG 1 IIII I I rIN I I I I I I I r rT I 16' 1 80 IIII 1 I 19'-104" I 1 cq 2'-6" x 2'-6" x 1'-0" 3'-0 x 3 -0 x 1'-0' I I 1 1 I I I I // 1 I L---L11 1 — — — `_9 _ _ �- — _ca I r3'-101" 9 31/2" /�W.Hl'\ 4- I ■ 1 I STUB UP TO I I I C I I/ 1 1 s 2ND FLOOR FOR A/C I _ - GG I 1 * 2 STORY � in BUILDER TO - PROVIDEAPPLIANCEI 2�-6a 2'-8" T-9j" - _ S3 I 161 - 1 CC S3 I PROTECTION WHEN REQUIRED PER FBC I I r- ---- ---- —� I I I CJ — I_ I 1F---��- ■ I� D.W. IIII rj II r) I�� II I II I J I I CI 2'-6" x 2'-6" x V-0" w1j 3 a E I — -i l— J w/ (3) #5's EW O I 1 v 11 INK w/ DISPVp r II 1 OPT.I REF. CH E TO I 9'-7$" 19' 72 I I IS ND II 00 I I I II I 1 so I ■ j LRANGE 11 I N I 11 11 `b" I 2 STORY CC I CJ ■ IiF i S3 I I-\ J� �a 1N ici I Ole Q 1 CJ � I I I I WC LAV I � I I i ■ ■ I C = J— \\—/ o (2) #5 REBAR �j -7" J (2) #5 REBAR I r I VERTICALS w/ in 1 `' S3 VERTICALS w/ in 1 8'-4" 2'- " f 9'-11" FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I J I 1 I S3 I P OVIDEY2'x9" 1 ---------- -----� RECESS FOR FRT. DOOR f I T-0' x 3'-0 x V-0" ■ I _ _ J w/ (3) #5's EW I - I r Ci -3 1/2" I 2'-6" x 21-6" x V-0" a I 2'-6" x 2'-6" x V-0" w/ (3) # 's EW I01 1 w/ (3) #5's EW 3' (3" 3' 10" T-10' 3'- o811. 4'-0" Z-01' r IL. 1 6S3 4'-0" 2'-0" 15'4" 6-0" 10'-0" 18'-8" 50'-0" FOUNDATION PLAN - ELEV-A 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN • W z J a cn CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS C9 "' z ch 0 z�z U)Ln z CD }� W \ V Q O "' F- o U o� FaW cN t— sk N M cm cm N-a M S Q? O O N LL oo U L+' 0 t5 oo in o- o �C rn Lo 0 rn Q o ALI B D® N-B D C N N m� O M z LU N Z W �' z A/ W 4 t / LLM C �� ••,...d•�. o «+ � •r i S � '•1~]� ,,,r ; c°6w _0 i5 5 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 Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Lu F z w¢a� o o o Q� ZF U Z 6.j CL T 0'wZw Z 2JJ a c CJFo d 0 `• Z O z z Z z -0 fu � � Z O j w U cn (y M° O z O u, µ�WR r Y 1 o� Z N*A zg Q N 2 -2 Z Z o�� W —� L1 T-I LLl LLI z ¢� wZ o u, F u� v z k z z �o 0 rn 00 _ ¢Lu T__4 t2 V o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. 6.1 (2, (2� i a2 (2) 00 • UPLIFT CONNECTION CROSS—REFERENCE s,aa„a MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 .5/8-ANCH. 126 1061-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 1 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 112" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 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 1 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 1 12 - 10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" 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 ++) All III (B) (B) �µ M) f+ 1 OR 2 PLY ];7d I CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR ill PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 451 1 OR PLY (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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. MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. SYP. LEDGER. FIELD VERIFY 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" = 1'-0" MAIN FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" CD z_M 0 Z CO z� <iC U) C9 V)Qj w •U — O w N m H 0 f— U oCn 0 m r- W E F— 0) M M T -0O CO = Q� O_Oo "' ao �o t oo < im COfl-o u, Sv rn < o A B D® N C B D C 10 v U)O M U) Z W gz wa z c a o �~ J °4 Q U NLL o w W � N w LU 4 z10 OUI p4 0.01 LULm ••� WWW r ✓ i •s 4SpppSlqt�O� 6 bCf 44(� 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. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 za F LLI 0 zaa� ¢z �$WW OJ OJ O LL O A V W N 2� mLU Z /^� ZZ o O 0— �� Z -0 `J �3 Z � O > < Z w U U) N M Im U— L� opz 0 �-E o J-' z El 0, Q �Op¢ O� cV. Wa Q N <<2: o�T"0 z Z N ,Uo�o ¢3�� W r I LU 6j Q a z M �O Q Z Z Qo U10 m ca = a z 0 SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . SHEET NO. 7.1 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 O 0 N 94 I Q D2 CPO d. E E 0 11 00 TYP. @ CORNERS 'P. U.N.O. UPLIFT CONNECTION CROSS—REFERENCE 6,2o„a MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 1 600 535 110 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH, 120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS X.. HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8-10d SP2 1065 605 12 -10d SPT24 1030 12 -1 Od H P2 645 555 12-1 Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 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 (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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 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 J'� 1 OR (A) INTERSECTIONS. SPLICING CONT LEDGER 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. UPPER FRAMING PLAN - ELEV-A SCALE: %4"=V-0" Z M 0 — o z� Q N C� w �U — O w Iv 120 U 0� m cli W E ~ OCO — O I M co O O N LL U 0000 Y n QFL o rn QAl B DO NN YC� N �D N O'i V N CO,oc gN Z Lu z z U) .9� 0? u- C N W V .__ o Z p � WC? LL HSW �n'd'1�• S�. M F L 1/�, 0FSsS`oc, \fit° %1 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 Engineers signature and seal. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z L za H w¢I:(Y UEOOOaO Z U a � Z Z OOa, � W Vo aQZ J o } U f Z Z z -0 �/ z L D f� Q cu z U U-) N M LL— o r W <U6 FOB J n g�Q QaL� a Ln 5 �0- z z N (*4 o W Lf) diw a � -z 8 J rl W � � u z w c` z z �Zo W O 0o ztj J = oh--�� Jz a 0- cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. 7.2 0 0 r- Ltd ddM-- c0 d- I tR ¢ 00 r— s 0 P N 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, 7/32" 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. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F44 1 B/1 T 8F40 11 B/1 T 8RF40 0B/1T 81732 1 B/1 T FORM dr GROUT SOLID CV Q O � LU �U O #5 BAR CONT. 8F12-1B/1T V LINTEL DETAIL SCALE = N.T.S. I IF Iur4Mrr�t� F = FILLED LLED WITH #5RE Mw. BAR ATTOP (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED a ° = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY i a .M.U. #5 REBAR AT TOP ¢ w °° ° MIN. (1) REQ'D 4 1-1/2" CLEAR 6F16- B/1 T ° ° ZIN ° GROUT t ^ J Q a L NOMINA QUANTITY OF 5 REBAR AT `O `n w 4 C.M.U. WIDTH #5 REBAR AT ° O BOTTOM OF w - w � Z Q TOP NOMINAL- °-BOTTOM LINTEL CAVITY 0 (n w LOU o n \ ¢ U p � L HEIGHT REINFORCING ¢ ¢ d o3 z 7-518"ACTUAL PROVIDED IN Z LL p w ,f, D ID 8" NOMINAL WIDTH LINTEL ¢ C7 6 #5 REBAR AT BOTTC �o L, �o (VARIES) ((0 U) M a AS INDICATED MATERIALS cif p cast lintels = 3500 psi. 2, fc prestressed lintels = 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 5'-4" LL LINTEL PLAN - ELEV-A SCALE: %4"=1'-0" o "' Z M _ o zD z� Q a 13 Z t) 0 C-0 �o �U — OLU ZD ITU o F-- C6 C) o0 m N LU p 8 m -00a M _ mopF- O o No 1 fA V L_ LL = O d rn U) CL O LO rn Q o B D. N _� .w CD M V N Zo to Z W SN�Z ww z U) �... ,, di W , Ext r• 40 J _ L 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0O �o z¢ a� W Z zoo ZUW z $�Co Co U' W LL N F L Z O } f 0 FZ Z Z L o 0 UJ U N � o LIJ ` Z 0<'d; w - ¢ � < 1 , moo z N cv 8 3' 2 Ce J Lei Q di Z 0QZU $ Z ZZ S' 6 g O 06 y J n rn ,--I a (n s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION N0. 4al SHEET NO. 8 C) 0 LO 4- u, d- 00 EI 0 0 x 00 I I I I I I I I I I I I I I I I I I I I I I I ------------------- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOO D OD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T T 0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2, 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 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 TRI1-14. 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 ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. RE . PE. AND HALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND G S BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 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. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +!- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 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 II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V - 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE ALL PLYWOOD USED FOR INTERIOR APPLICATION S 4.4. 3. S SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS OBE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y4„ DRYWALL SCREWS AT 12,r O.C. FOR CEILINGS AND 1)/1, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS MACHINEHIGH STRENGTH BOLTS: ASTM A325 BOLTS:GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METALES SHALL CONFORM TO: Fy G90 NAIL DISTANCEFROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTMA525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOINSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. 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/sprinkler systems including all risers and spray heads shall not be installed within 1 -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 cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is require 9. mBust be relmoved be�oreeexterior soi treatment r along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-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 barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material Lh zM - o z z Q V) 0 CfD 4--J w •0 w C,0 a 0 m N W E �- Rig 0M M L-IOU cc2) _ 4i 5/, .104 O L M 33 he Q 0 cco 0 _V.0 $v rn Q o Al I B D NCBDC 5 i r N N . w V O clO 6' o Z_ W M c-,z] ch C U) W LU 9 N a w LU > .=_ Q Ck n P g 0. v rn � Z v i c O IUL at ` vw v. .COM �� . Jyt_ CCC C OIL F . 4. d 7t 7 t p! �FCF kC SC It�t�itf. 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. 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 0 �o za fz IL X U< oocaQ ZF U Q a�ay S a w Z �OJw m a o �J A O LLy IJ. N oLU o W Z Ui }u 0 Li L O � zz' a3 Z `. :D to J �E CU O O > 1 tV� Q J V N re) U oooz � 1.- <, o Cru.,Qma r*4 o o � ¢ aaLzu:� Q o o z Z Z N N LU 2 0 �'2� W Ln Q LLJ Q Z a z o S a t- r`az Cr �Z � (zo m Z _ (A 0 rn 00 f T d o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4 . 1 SHEET NO. SN 0 w Q 00 EI0 02 '4 W -----------------------, I I I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — J 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 00 O T-0" STUB -OUT FOR 1 -Off b o - LO GAS METER O o - U O ~O 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 HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + Z++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 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 ° k 1/8" gap + 1v FILL CELL STD. 900 HOOK BOND BEAM U) w cr Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2; min. 2" max. � 4 max. /71 4 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 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below,* consideration. Check local building code for appropriate 1l16 details in One 10d box areas=20 of high or=20 sinker lateral load. 4 nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Web Stiffener Fastener Schedule Joist BeBrin Location Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000s® BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over Le blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset V/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D to (see table below) DO NOT cut, notch or drill flanges MIN 6„ A 1Yz" ROUND HOLE MAY 6,� 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 01N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM .. e SEE PLAN FOR °• ° . • • FOUNDATION INFO ° d ° STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. a,• Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. d d Q II I' 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE z • °• • d . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dQ d/ d0 L (D M z 0 — co z QN z 4 Q a ajIL/)0 cn +.. J W �V — O W ZD ( 0 C:) m W ~ 0 p N M C co M 2 -0 co_ O o 0 < -U_00 0 f0 ¢o � N o N�, rn Q d B D• N C•B D•C � %� � N oN0 Z O M Z W ��6.z � z LU �o W 6� N ° w W >o L ate' 10 Z 0 2,9 ylgifilj/ d c WL A� .r3i0.....�� �� 4 UoEo U A? O ,C E J `+o %� S 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. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 "o <F w¢CX:0. Iz00 z UU, Q OOZZ J aa0� 1 U w N ado zo Lr t — rU fz O z _0 \ / _711 ro J z �W U co N M c) o�z RO - X P 0 auk ;• U��$ 0 N W Z�� w Q Ln a�LL, Z z N N wo 0 Jdi= IJJ Q 2: Q z z o o a U- o o z M 1,0 z tj o 0 00 z g =LU 2 r-I t0_ V) o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO, SN 1 Cr v _0 in 0 0 P 60 N I x N M O -v 0 2n 0 0 J 0 d Z3 3 a 0 i v a 0 x c J c� U C -) cal N U a> 0 a. a 00 0 y N W I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ wl (2) 16d TOE NAILS @ EACH END a „ „ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X„ @ I GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ I S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW [ I 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. I (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. I 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @16" O.C. W! (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 wl (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 2I 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) " " 0'-0" 2"°x3116" PLATE WASHER (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. OIL O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II c ° ° A.F.F. �� @ 24" O.C.) 2 WWF OR FIBERMESH ° 2 WWF OR FIBERMESH ° (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -I (-I I -I I -I t° ° ° ' I I I= �I I= I �- I �I I I= I I I 1 =I ° • I I=I I =1 I - I I= a ° ° ° ° ° ° ° ° 4 ELEV. -0'-31/2" Z ° a °Q ° ° ° ° ° ° a A.F.F. o 31/2"MIN. ° 31l2"MIN. ' ° . REQUIREMENTS SEE R905. PRE ENGINEERED WOOD „ TRUSS 24 O.C. U.N.O. @ �I ' i- ° I -I I I I I I L) �� _ I =IL=I I=J -III-III- I I -III- I I -I 1=_I I r I_ I I i 1=I I AIL I i' ° ° ° ° 2x4 CONT. ° ° 0 ° ° ° a ° a a ° o ° ° a c� I a ° - ° �� L' 31/2"(min.)- 4" I -. ° • - -11F Ar ° -' 1/2"(min.)- 4" - P ° _ -� ° • „ „ I I I 12 HURRICANE ANCHOR EACH H _I - -1 IJ, ► I Ij=�II j j I II i III- I° ° ° ° ° ° a ° GARAGE DEPTH VARIES ° „ „ _ 31/2 (min. - 4 I I I I -I I �� 3 (min.) - 4 =I I I =1 11- -T (TYP.) VARIES TRUSS (SEE UPLIFT S ED.) W/ METAL PL. UNDER EA. TRUSS 8„ �{ I$'r ° ° ° a _ - - - I I I- - -ITII �_ ° ° q (2) #5 CONT. (2} #5 CONT. ,� MOISTURE BARRIER 4" 1'-4" 8" INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.C.. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SN1 „_ , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 „= V_ „ SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" 53 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL OFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS @ 7" O.C. HEE 2x STUD LOADBEARINGOR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �N°�s(1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS S EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ x STUDS @ 16" O/C f ` FORWALLHGT. s 8'-6".(2) NOTE: "x8"X16" KNOCK -OUT INSULATION PER BLOCK WI 1#5 CONT. 1 x P.T. STUD I I � THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS @ SEE SECTION C/S3 FOR ' FOR WALL HGT. > 8 -6' . CHART ON FLOOR FILLED SOLID W/GROUT - I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT LT NF 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) I (IF LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR PLATE WASHER TYPICAL -SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -� TYPE "S" MORTAR WALL SEE GG/S3) 6 1/4"x31/4" TAPCONS () MIN. 2500 PSI CONCRETE SLAB W/ 20" MIN. LAP LAP] SPACE ANCHOR E *SIMPSON SP1 I I SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE [24"MIN. #5 REINFORCING a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - `" 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED �. BAR LU END OF 2 x PLATE WWF OR FIBERMESH ' ARCHITECTURAL FINISH TYP. I : I ASSUMED FINISHED ci PER MANUF. LU #3 OR #4 REINFORCING BAR u ° �, - - ° ' • _z r �^0- 00 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4oksi --- [GRADE 60 MIN. F- 60ksi y ] ° 2 G SUM WALLBOARD-'----- 1/2" GYPSUM W (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z ° �, _ - = A ° ,. FINISH GRADE 2 -,II- J I I I 25" MIN. LAP [30" MIN. LAP] sI w 1�1=I1 - o • I L I I II '- TTIT Tll , Tfl �; (SEE U.N.O. FOUNDATION PLAN FOOTING MONO SHOWN p D °D P - FOR CLARITY ° _ _ _ _ _ °O =III=III=III=III=III=I = _ 6 MIL VAPOR BARRIER i I I n. ° I 1� I� I -III=_ I I -I! I=I I I-. w R 1 7/8" `�j-� #5 REINFORCING BAR -I �,� I _I. - - r-1 III- III -I �- FOR LOCATIONS) 1x4 P.T. BASE NAILER p p o ° o ° III=III-III=) -III=III= z D �, z I I=L-I I f=III- r #5 LAP SPLICE (2) #5 CONT.-' `r T 4"x4" INSPECTION 31l4" BASEBOARD PORT AT EACH e °=1=1=1=1 1=III=1 I NOTE: _ _ _ __ _ _ g ° D III= =III= III N *FOR III • I I�-I I jll 11 1 - - _ = - COMP. SOIL. (COMPACTED TO - I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" V-4" 8" FILLEDCELL TYPICAL MIN. 2500 PSI CONC. SLAB BEARING WALL =III=III=III=III= I I '' W/UPLIFT ONLY _ _ _ _ _ _ _ _ __ _ __ _ _� _ III_ 95 /o MODIFIED PROCTOR ASTM I �- I,E I I=I I t I I- I � 1� 1=1� ITT I I L-III=I I j I I= 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _- 1-- 1=I =I I=III=III=III=1 1=1 1=I I=III=1 I=1 =III=III=1 I -III-I -I 1=1 1=I -I =I I=I -I 1=1 1=III=I 1=I 1=1 I �- D1557) I I III -I I -III I I IL 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR _I -I I_ -I II, I I 1= I �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ITII IITI CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 .E \ SLAB INFORMATION. SLAB INFORMATION. _ r 'IIII00 r, �* L ° [M - - 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ > - 6 MIL VAPOR _ - - 0' ° z '- 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS WWF OR FIBERMESH N S.G.D. (U.N.O.) CO -j f r = min.) 4" rIN a . M • BARRIER - D p 4 g a ° a _ GRADE AT 24" O.C. MAX. CONNECTION INFO • I I- T COMP. SOIL. ° TO 95% - I =1T1=�1 I= - o °O = _ __- _ - __ - - - - - _ - _ & LAYOUT DESIGN TOP OF BEAM a _ - dII (COMPACTED PROCTOR iTl==Tf= 1Ti _ -_ _ - _ _ _ w/ OPT. SEE ROOF PLAN - - - - , °MODIFIED °LII II�I�1-IIASTM D1557) - S E N NCLOSURE j - j- ,Cry . U - (2) HTS20 FOR STRUCTURAL BEAM SIZE & „ v I_ N I 3" MIN. CLR. = I - CONNECTION INFO r I a - 8 (2) #5 REBAR CONT.--1/4'� -1 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) MIN. w ?LAPS. P.T. _ III _ I I IT PLATE 2x4 #2 SYP FRAMING w/ - I „I -III=III-� �� SEE A/S3/J/S6 � I�- ' „ ins 1 MIN 7/16 O.S.B. SHEATHING �- 8 TYPICAL WALL SECTION K*A TYPICAL THICKENED SLAB EDGE rL °S'B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 E a w SCHEDULE Fr SEE TYP. WALL SECTION FOR ADDITIONAL 1 /2" GYP. BD. P.T. 2x COLUMN LocnrloN < w 6x6 P.T. #2 SYP > � SLAB INFORMATION. „ H2" FROM . BD. 1/2" FROM SLAB LU o W ABU66 SLAB STEP & RECESS S.G.D. M 0'-0„ J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5�" �- �_ �� SCALE:3/4'-1 0 53 N DEEP AND 6" BEYOND � • DOOR RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. ` ° SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT _ a e --31/2„ w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH L O.C. � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS �E � GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS _ z `= �- 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN � I 1 I 8 MASONRY WALL EXTEND FILL CELLS ,� M W! DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @° TO FOUNDATION PAD _ - '. r M �'•.yam STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL I I MAT REINFORCING. f ' M I T •. •: • • I �`rl •' II- �I I I = I I I =� I •" •� •' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - w/ MIN. (2) #5 VERTICALS ? g GRAD a TI ' ',• " 4" oo _L A. T oQ TENSION 120#) CONCRETE SLAB M FILLED SOLID (SEE PLAN FOR -__-_ = a = Q__ _ r-I 4 - _E 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 I = ° ° •- - - -I .:. •, :, ' 1� +.:. ., . ; . -I WWF OR FIBERMESH T Z W III=III -� •y _ -I 11=) I •� I -I C? _ ° a ;III=I a BRICK PAVERS or SLAB PER O wLU t't p o v ( =1 =1 z = = • �' a • °• z Qd a a - - : M- • ' SEE A/S3 OR J/S6 , SEE A/S3 OR J/S611 I ( l I""- �, I 1 COMMUNITY SPECS 0'-0" FIN. FLR, _ _ _ _ _ _ _ M 6 MIL VAPOR - - -I =1 1=1 1=III=III I =I 1=1 I I-= W FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I- =III= = =III=III I- = =III=III I =III -III- BEYOND 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 ST RY) I� =I I III III III=1 -"'-"'-"'-' ,, •. .. •••y -III=1 I I=i i l-"'- PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" SEE FOUNDATION .. • * .' !�. CONIC. PAD INFO. FOOTING WIDTH . ,* `' SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4- I'-0^ SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. (9 zo z U) z cn CD � 1; � o •V LU O E .� �- nti U m W t- - a)M ) cm T -0O _ U O O coN U 39 c U- o = rs 0 ¢ 60). �v 6 < o B D® N N .wo m m oNo O O N LU Z aL oaMi M CO LU a w LU ¢ L cG Z p o 0 � E Cr-1 LLz \01KI 1' tf 00 . w 6 ,r 41 ' C1 :7 •�U L�;,: CVr E\�\\�� 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. 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 I Tampa, FL 33607 www.LennarTampa.com €0z 3� Lu of f F J Lu u< ZOO U Q t y 0 Z Z W 2 J Q O Q zLLJ o ¢ fU O z �iO O a� V 0 z J W N M a o Z oz o r Y 1-' g v_ R 0 M O uw0m� uro- N 0 Z°a�¢ Q N w& QQLILI: o��0- z z N Zo �CYR� W Lli LLI <D a z 8 J rl LJ.J 5' w I- 0 U- grf � Z Z �Zo O 0 00 z � Z O T­1 ♦1 SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO 4ml SHEET- NO. S3 (MONO) -----------------------, I (2) 2x6 OR (2) 2x8 { TOP PLATE SEE I I I PLAN I (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE { SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION I 2x DEAD WOOD @ MID I POINT w/ (3)12d TONEAILS SPACED I DOUBLE 2x TOP EVENLY PLATE I H I I I I --'----------------------J a 0 LO 0 o — in O LO O 0 J �I00 2x BLOCKING @ EACH END W/ 10d @ 7777 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1Old @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ + + STUD W/ (3)10d NAILS 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 S P 1 w/ (10)10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT/, z I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN cc FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB �= TROWEL FINISH SEE o GENERAL NOTES o SLOPE FORWARD 5 FOR DRAINAGE it BLOCKING (TYP,) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCKOUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a 11 ° g" STD.90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q \11 T- LU NEW T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF ;.: GARAGE DOOR MOUNTING BASE DETAIL Afl SCALE: N.T.S. d N SEE PLAN FOR FOOTING N DIMENSIONS co GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8 INTERIOR WALL CL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) -TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOENAILS NOT TRANSFER LOAD. @ EACH END WALL DOOR STOP cU d Q MOLDING y? a v' ° GARAGE `-2-16d NAILS 24" O.C. OR DOOR Z] EQUAL TO TRUSS BOTTOM — CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (P) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d ICl/ NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD 71 MAIN SPAN MOISTURE BARRIER ROOF TRUSS " E UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 1� 46" SPLICE STAGGERED �10d @ 8' 0/C STAGGERED FROM BOT. _� " ATTACH ALL -' SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS REINF. INFO. W/MOUNTING ANGLE TO T(4�) 16d TOENAILS TOP PLATE a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR i. GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR J SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ PT BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4. SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 wl (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ ___- • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS �S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 71 Itl 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE Q - TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 -J-BOLTS @ 24" O.C. MAX LINTEL .... 2X P.T. PLATE SIMPSON SIMPSON SP4 —t SP2 -1 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU , 5/8 xl0" "J" BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. CD _ o 01 z 93 CZ V) ( Q) L;L.J M p •V — 0 LU .� � o -m 0 LU r — U N M M N 0 N 9? O o 0 X_ U_ co co Wao o � Qv <o A ® B D• N C H D C b t - OD 0 N Uj Z nz G' Z' c? LU LU 4j v cn egtrn 3 Z z c N c, � a v• 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 Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.eom oz uj ZZ oo�� ZLuZ =Owz C9 uJ �J a�p aw � S uo Z LLLi. Z i z O5 Z -a 2:fQ N z a Lu �z o N M � 0 o90 �Yr O`° -1 Q 1.—WQM- fob e. �.. W U a o fV C Z¢�¢ w Q � 8 Z Z N fV woo -.a�= J �--i Qw W Z ¢ Z o gao Cfi ��Z ko z srz8 ao m z 4 W �z ¢ g r V -i a- U j SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ml SHEET NO. S4 0 LO 0 N N N 1 00 i a N M 0 v N 0 0 J c� �I Q co ----------------------- I SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x I NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. �� ( ) I 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES -7 1 12 AT EA STUD I USE BACKNAIL w/ (2) 16d NAILS SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE I I TOP CHORD I BLOCKING FOR @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL ANU OR SHEATHING IL @ 24 O.C. FIRST FOUR I ROWS OF 45° ± � TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING I TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES I SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL I TYPICAL @ RIDGE FASTENED AT "L" SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO I 48" O.C. EACH JOINT W/ (3) 10d BRACE TO EXTEND @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 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 FROM LEDGER TO I 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ; BLOCKING -----------------------J ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7116" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 6" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ O.C. EDGES AND 12" O.C. FIELD 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) ` FASTEN WITH 10dx3" @ 4" 0/C SPACED @ FASTEN O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE I I MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" rT� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"-A \-2x BLOCKING WI (2) 16d TOENAILS Q.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL x SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE ,-2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)1 Od TOE NAILS @ EA. END �- 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) /-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C 77 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SPZ w/ 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. NAILS AT EACH STUD 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS I Od x 1 12" AT EA. -REFER TO DETAIL J ON SHEET S5 FOR Y f SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP r `" CO NOTES AND NAILING CHORD BLOCKING N SCHEDULEFOR INFORMATION `° SHEATHING DETAIL 1 1 1/ ° 2"x4" CROSS BRACE WOOD TRUSSES `� APPROX. 8" FROM RIDGE FASTENED AT -2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF () () (3) 2' x4' LAMINATIONS W/ 1 ROW @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS CKIN) BLOCKING 2x4 BLOCKING @ 24 OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ' ARCHITECTURAL FINISH 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 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) X X OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ,-GABLE TRUSS z ,1/2" CDX PLYWOOD OR 7/16" a OSB SHEATHING ATTACHED BRACING w/ (3) 10d x 3" AT = W/ 1Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH �- 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1063" @ 4" OIC (2)12d TOENAILS =: EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B. D U C., SAME NUMBER OF ROWS, SAME SPACING) - SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 1Odx3" O/C @ 2"x4' TOENAIL 6" OIC RUN 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 VVIY1 1..lLlll \IIYV GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 11L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE(7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d ---- ---- cU LU 0 v O ' z 4' w w o 0 o ' 0 "v d w ED O o o o w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U,N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 2411 0'0" - T-O" T-O" - 6-0" 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I r—GABLE TRUSS `GUN 1. 13tAHING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj C a ✓,9c� Y CORNERJACK W z IX 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z co CD z� z J o_ U) z C3 ate+ IN C� o •Q w ~ Cl)o0 COW (M m.-fdo cMfi _ O o 0 U o tLL00 ¢m N nQ Lo0 Al I B D® a •w N v pp fA Z W �N�z z c .a U) C W h N 6 W V ¢ Z -0�m � Ch � � ° 1? $ LL Zca._ �R01/ .0 •F ❑ a,0 04 LU � /a/pglF€f13@1ltiiitE` 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o Wa�C� �Zao zwZ� �oz a2:J o� UFU,O� Q z Z U) J_ }o �z 5 z "Q `, Q N 3 LLJ O U U-) ry 0Uj z �Ro 9- ;,;; < $Z m a z¢0¢ u, Q N a<UE ow z Z N o q:ago!i J r-i LU Q LLJ Q z z o F U a ~o Q z M d- z DNS n�o m � y1 0 z 4 J LU Z ¢ z i .� I a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4al SHEET NO. S5 .. u:,.lv,i.. . .1 11 1 1 _F__T__ i 1i T--7F— ____T— _ � �— F r----------------------- i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R. 905 INSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU o LU W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 v 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER -t METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD v, 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. o COMMON @ 6" O/C EDGES AND 12" O.C. FIELD �Ivi INSULATION PER 0 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 W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ '- FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S SPACE INTO APPROX. EQUAL AREAS. i FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT PAPER FOR - MOISTURE I BARRIER e i 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" in GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" o DRYWALL NAILS OR DRYWALL SCREWS 7" O/C o CEILING & 8' O/C WALLS STD, 90 HOOK (SEE DETAIL) O J 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF v BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE a FOUNDATION PLAN & NOTES) p2 N M U 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL c 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR E MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE = MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c J — N44 d FINISH GRADE 00 T o 0 I—III—L 6x6 W 1.4xW 1.4 II ° . • ° — 11= _— — I �_ Co `' i WWF OR FIBERMESH II I�TTr� I I I o (3) # 5 REBAR ON 3" CHAIR I I 41 �TT ICI (=1 11= STD. 9 (SEE DSTD. ' � W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 0 0 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ JOIST1�1 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Old x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: *USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. t 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK — flp- 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS 1-03 m DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 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.:5 8'-6". (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 F(MIN. NAILS AT EA. STUD SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -- ?-� —° .—.`_--. --°' — a — �• ° ° • . . 4 a. ds ° *° a . 'A I I I� I ICI I ITI I I �I I j l I I I r I Ire{- C #5 CONT. ON 3" 8" 1'-8" 8" ll CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION, 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE s BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 2 O 5 FT. 4 FT. O 5 FT. 4 FT. 0 O 0 0 O 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID2x C BLOCKING @ ALL j C SHEATHING 0 EDGES (SEE OPENING SECTION X-X av x ELu F 2x STUDS w BEYOND. x rn SEE PLAN a 0 U) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD rj ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 Z (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING uO SHANK NAILS) NOTE: = U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD q (FILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 w LLUF'0 O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a ¢ r O O 0 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w 2 LL 0:STUD AND OR BLOCKING AT ALL EDGES. NwOp = LL c CO A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 112" 1/2" S 1/2" NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112" • 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 TOW/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" 0 C STAGGERED rc_ WALL SHEATHING INSTALL. S6 & NAILING SCHED. SECTION X-X SFF IV �NW 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION i (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE �pFNN� R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 `r WWF OR FIBERMESH C�• .•a ':�d a.. e a ° M -1 a III_I�I—ICI II 71�1=III",,II (3) # 5 REBAR ON 3" CHAIR 4" 1"-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) 1) 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (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) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 —I 00 SCALE: 3/4"=1'-0" �1z (D M 0 co z Q Z (3 C w CD (10_ Q �V — O w L� � m F— o �N o (� U 0 Co N w I_ wig E mC" M m-0CS = 8? r7i O o 0 cti00 U r~ co cc o Q rn CL o obi ¢ O B D• N•C B D C N N �i rn b jS W Z M C9 ; � . E co w LU �/ w LU jZ S' o �Na o 4 `OC14 •" fit, �0 �\ .F 9P1k °C . 0' x`� O F E S 1 �R s �7tffftttl4lF�������� 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz ui za f Uzoo z0Odof U Q j J �owz O w J LU g m wt@ zz Zo ^ C �U a �z CIS g Z _0 `, Z V) cG� /ro �) 0 z C G W , �iI � W o �n N !LLJ vJ 'U g 000 J J f O v w$7ma N' c��QQ z<Z� ua'LU a Qaw� N 000 Z Z N �o 2 LUa2� J �--I LI.J Q Q Z "Id v, ¢ z ov H g~o z M d' z t ZS O rn Z 4 �1 LU LU M: J ¢ uj uj .1-4 a cn o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. S6 (MONO) �I ,iu. mi �� im :lla lu.r.nt✓uYi .IIIhUId7-,ldi"i A,u ulila� , ,_L:L!,.d Ii L [, J I i I I I I 1 _T— I u IT— 0 0 r- LO I 00 M 0 0 N 0 0 0 J I I I I I I I I I I I I I I I I I I I I ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D i-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 2' = 1'-0" NOTE: 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 — 0 OTHER TREADS / CO 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 0 J 2x12 TREAD GLUED AND o NAILED U o 0 I 2x� DRAFTS P 0 n 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER CONTACT NOT TOUCH STRINGERS / \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 00 POINTS / X4 GLUED AND NAILED TO STRINGER E/ FOR DRYWALL SPACING 0 H SECTION VIEW SCALE: " = 1'-0" w FLOOR JOIST SYP 2x8 SYP / STRINGER MUST MAKE FULL CONTACT WITH LANDING 1 2x4 CUT ON BEVEL ' DOES NOT BEAR IN D WALL GLUED TO I 2x8 F 2x8 SYP A ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT I BEARS IN WALL I -- --2x12 SYP BEARS IN WALL 1 '---2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (S�j PO ON 1M 2 NAILS) / AT STRINGER CONTACT POINTS \ Af SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'- - STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" / AND 4" GAP TOP AND BOTTOM, GLUED AND Nl NAILED TO STRINGER 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 I � 1 I �I ---2x4 BLOCKING FOR 2x12 C I I / 2x4 PT UNDER 2x12 ' I ROVIDE MOISTURE \ PROTECTION LAT�TACH ALL COMPONENTS / STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CO NC. W14" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT I I STRINGERS BEARS IN WALL I 2x12 SYP BEAR I � I IN WALL I 2x4 BLOCKING FOR 2x12 1 2x4 PT UNDER 2x12 2x6 SYP I / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE \ (14) 10d x 1 1/2" NAILS) / AT STRINGER CONTACT POINTS 2x4 CUT ON BEVEL \ � DOES NOT BEAR IN WALL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEE I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE#' - STRINGER CONTACT POINTS �7 SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK H2x4 SYP FORS RAP BLOCKING \ x8 SYP (SIMPSON MTS12 w/ AND NAI FRAMIN( (14) 10d x 1 1/2" NAILS) / 2x4 DRAFT STOP JJ7 f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX*/GLUED AND NAILED TO STRINGER flOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" 2X4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" _ TOP OF / STRINGER Z CONN. TO BOTT, OF NEWEL POST �L PER CONTRACT, 2X4 CUT ON BEVEL GLUED - AND NAILED TO LVL I M FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION V I_ EW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'4" POST LET INTO _OCK DE :ING ?X8 BLOCKING =0R NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO JER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) H 2X STRINGER 2X BLOCKING SIMPSON MTSJ2 w/ I (14) 10d x 1 1/2" jVAI LS D OR 2X BLOCKING 3 D RISK / VARIE SECTION VIEW "H" SCALE: 1" = 1'-0" (D Z C') 0 z N Q cL (D Laj cn w t) •O w Ln of m W N M ago m: �? O p N r�LL 00 o 0 co CLv <[rn ma o MD. he ti N C � 01 C;M W ooN o Ut7 a Z C', S z w z F ?�O1? � w 1z15 N�o W �rZo Z 00 � Z;, Z m.2Cl O `' '•� LJ •� www. s .i G U +� " C9 �t i 4 FLO I�OF SJOtx rJqflffti'II I%� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z �o Z d fF W ¢ od U Z p p U z 0U� a W z e� Se A W o � U W W N z@ ~ Uj z O 1 zr z Z L4 z -°a cn 3 Q o � V �.4 �-- W 0 M� Q w 9 oz 0 J Q W P 2. a .2oa z<�a W U < Q Ln a¢fC o � Z N N ij (yo� W Lii W �az� J T"J W gUjo Q w wZ '1'Z RRS m O 06 g = < LLI rn T--+ a (n s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. ST DOOR JAMB (REFER 1X4 1/2"DRYWALL DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS tt X 4 1 X 4 3-1/4 LONG X 3/16 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16" Q X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO .. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/211 DETAIL MASONRYTHROUGH 31� DETAIL 1 x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT, SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O,C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL BUILDOUT B OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC SCALE: N.T.S. SS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ----------------------, I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — - 2X8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA, END PROVIDE 2 x 8 DIAG. BRACE B in VERT. BRACES WHEN HGT. OF o BRACE EXCEEDS 24" o LEAVE A CUT OUT IN O.S.B. ON T r- 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION LO TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL I TO FIT ARCH CONNECT W/ 00 8d NAILS 2 x 4 SOLID BLKG, (FULL WIDTH OF WALLS) _% INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL N ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 M PER INSTALLATION DETAILS ARCH DETAIL rK_�� v B-B SCALE: N.T.S. SS fn 0 0 o GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY � AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP o EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. i 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 C, TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT Q 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 N COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. o E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING `' SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 0 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. Cn PRESS PANEL REINFORCING INTO PLACE. o COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL o SMOOTH. DO NO FURROW, o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE °2 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 0 0 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 31 SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" �ZiP117f►.� PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS —7 2X6 TO 2X4 / 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. `— SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 PROPER INSTALLATION UNACCEPTABLE INSTALLTION 0 MAX. 8 DO NOT DO THIS FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK F01a El 1/1 1 5A NOTCH WEB AT FIRST 2 COURSI 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" �,S_S MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL `— FILLED CELL PER FOUNDATION PLAN .f7 YP.) rHE fS FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" ' DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. k 0 (2) 10d NAILS @ 8" O.C. V�Ryq TO TRUSS TOP CHORD N �FNOTy ,—PLYWOOD SHEATHING + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + + + ENTER SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" COVER 6'-0" I ^F F.F. EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE p g =f IT=1 I-1TGfffl I G GRADE ° Z ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" #5 REBAR (TYP) iii i1 i1 ii ii __#10Sr 90° HOOK (TYP.) ,i1 SCALE: N.T.S. CFF SOFFT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" I z 0 Cn U_ 0 w Q c� FIRST COURSE ��. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG''% ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5-0" . •. • .,... :ice• Y ° e a > o .. #5 BAR e p . ° V ° . .• CENTERED W/ 2 D° s H d IN TOP o '' KNOCKOUT/ N • ° CHAIR BLOCK e : MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I ° CLEAN FILL to ° DIRT ? z Al A. ° STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL, o • • ♦ . e• s e s s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL•CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6 IN CONC. FILLED CELL oil 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. (D -V C — o 0- z C� �w w •� �u TM Cj `0M r- m w E '_ a� m m M C t0 co— V Q? .0 N O o 0 LL < o 00 o0 M W u7 S. �s ¢ rn ci At I B D® NC"DC °' , I) O M 8 W S�� _ W z ZZ � w -' NLLcD w W w Q W V ZQE$" ao w c , o. .. Cf .Or a� elf fill IIIIIWf 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OOz a71 Uj < ce W Ourz00 Dax �o-,Z � 2MW a W 2Ce � A W /�` omQ ^ zzz '8 f 1Li� z 4 Z _0 cv 7 z � O N M cn 9 aFFZo F O Q �OU W UOma P a rj 0 zaz;� wwa N ono o Z Z N O Lu g v Luadt J �--I LJ.J ¢ ¢'�''L O F U g�� z M 1,• d- t^ Q Z Z Lu W a R y� Z z ° o ao g = J 'n ¢ Lu rn r-I O_ (n o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO. 4ol SHEET NO. SS 0 CROSS BRACING DETAIL (TYP.)r1 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 — COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE A. A DIRECTION TYP. ..,-,_u -,—,,, .. TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;�'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D)N G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B 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) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE =F PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A S DICATEDE/P N BM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE. 1/2 = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION o DIAGONAL AT 8'-0" 2x8 #2 SPF RIDGE BEAM SIMPSO LUS26 w/ (8) 10d NAILS §, MAX WOOp TRUSS �C �}C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN o THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION ADDITIONAL INFO. LAG SCREWS ATTACH LA X SCREWS LAG SCREWS INTO END OF EACH IF PARALLEL SEE 2/D2 FOR &4B CHORD STOEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT . °o. ' 00 EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL � SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION N DETAIL INTERIOR BEARING @ 3 5„ PLAN FOR MORE INFO Z/ SCALE: NTS 0 -4 I SCALE: NTS COMMON B M ATTACHMENT 18 WOOD TRUSS . p` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS a SUPPORT WHERE TRUSS DEPTH EXCEEDS J TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS O°OL VARIES 2x STUDS @ 16" O.C. o ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FORVALLEY w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL Id LS AT TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE 4'" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO.00KER 2x BLOCKING BETWEEN STUDS -3 Q TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & 2 12d END () MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES 02 N ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED 0 '— PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d X1 VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING o = WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. y OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)FLOOR GIRDERILS o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & + MASONRY WALL BELOW: SIMPSON 7 PLYWOOD o (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING " I TRUSS OR 0jL SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM + BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 44, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. >' W/ 1/2 X8 EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER FLOOR G.T. ( ) MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) °° S H EAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErl2 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: NTS SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" w DETAILS & SECTIONS t9 z Cl) to z gal z Q E3 z cn t9 u, W �V — 0 W �N 0 o� U m N W E t— ep)p M 8 ` ,D MCI— O _O N w LL OD U �o Sao QCn L0a� 06 B D. N V N �D p M t W �� Z M8-2-4 z LU Q a w LYinV¢LLo i a ? o � �Q o LLZ1�titj�`l¢ .r Orb W U � � FL p ���QFEssI°�'��`s `, "Iffl/t1111110t�"�`� 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. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0o Lo Lu za F- W ix rZoo Z U Z 0 W Z � Q Z7 �o 8 U, a— 0 1Z u U 5 z - 4� W N '11i.0 U) Z � �f o �n N M U) j aU o Q �o W UQ o.' Q M Z¢ZQ a Ln 8'-�R o z N O� Z J CV Ln Laz� LLO Z rl LJj Q Z aF "UU < <O y.i �Y z � �7y V) O q O Cal00 O^ Z g = JLn a .--I t2 V) o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. D1 00 0 0 CN W �a (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 (USE ( FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE OF IWIDT (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENINGEND FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE A 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d • • (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ !-JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 1 1/2" = 1'-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR K3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN u°oo°o u°oo°o wl(18) OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TONEAILS IDE FLUSPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE FOR SIZE NA.2 x 4 #2 SPF. STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B H B C PRE-ENGINEERED O SIMPSON SP4 wJ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 xWALL) 1 1/2" (USE SP8 FOR 2x8 @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O.. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) TOP PLATES STUDS ARE w/IN WALL SYSTEM A.B. TO BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS „ PACK W/ 10d NAILS @ 8 O C TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. TYPICAL BLOCK WALL NAILIVNGOSCHEDU EED PER SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F fYP FSEE PLAN F (1) 2x SILL PLATE W/(2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM \ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS VIDE BLOC KING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.°.o. SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BEOOW JAMBS ° ND TOP ASIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ' : *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. PROVIDE EXTERIOR SHEATHING MATCH JACK 0 STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR STORY WALLS ONLY.@ s 2 STORY COL. @ GIRDER (IF CRIPPLES ARE LESS THAN 8" THING CAN SHEATHING CAN STOP ONCE UNDER � SCALE: 1/2" = 1'-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-01, A.'.o. .u.'J ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ SEE Q/S4 FOR REQ'D JAMB END OF HEADER INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS () 1 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ �c Np 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN END OF HEADER. SEE EXTERIOR HEADERS TOENAILS. Gq� �A8'2x4T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d OPENING LARGER THAN 4 ft (2) 2x A TOP SPLICE til/N O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF ° BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP ° 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'; ) W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ !-JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = l'-0" U� z� 0 z(D <C Cn z vj 0 w ('6 0 •� W T Ca U o^ m W — U N M 1:1) (M @ z� .0 N o00 U� �o ��00 Sao ¢� �Q� �¢ o BD® NNC N� . �, W �N��f �' z U) Z P 2" c a �. in �J'- o' LU rn W Cr '•IQI ��;�• 0.-• W.F OM -<: oa- CD �r�o•�J9►1Jf t!l7i11°111�`�\ 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 0 �QLU a� F warir zoo oo�W �Q z aW0°0 O O U LU •� LO Z r 8 O 5 0 LU N O > oi5 a =jL U N M cn J W;� o00 <o� o J ¢ O f 52ma rj C) Ij wWa Q N <<�� Z Z (V 0�� ,o12 CYOOt LV J Ln r-I LU di Z �ujut5 F z o� V Q �2Ez ko Z t-u �sNo i o �.y� W O 00 Z g 1 1 W = J Z ,--i a LO o SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION N0. 4ol SHEET NO. D2 rn 3 0 v E <n 0 L0 0 r- L0 CV CAD 00 CN a N M O -a v Cn 0 0 J CD I ao 0 E i a N O a E O 0 c J m a� t� 0 v v c U i a- i 00 �-ULD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS 1 TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING �_-_----� SLOPE I RESISITIVE R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. I 0.3in:12.0in ( 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 s 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 THRESHOLD OF DOOR AND RETURN 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 (ASSEMBLED WINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner 2 s O CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 z WEATHER RESISITIVE BARRIER SELF -ADHERED FLASHING SEAL TOPS OF JOISTS BUILDING PAPER WIRE LATH Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 I SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. I 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 g' pp g pp g p ry � 1 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 ESE 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 ANT TO SHOW GENERAL FLASHING D WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the I Fold weather resistive barrier back over head USED. flashing and seal with tape 2 2 Q following or other approved method: 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 SILL/ 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 ,1 3/4"-1" 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 FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN 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 �t SCORED RELEASE PAPER R703.6.2.1 Wee Screeds R COMPATIBILITY A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 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 EXPOSE ADHESIVE AS SHOWN) SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING / . PRODUCTS DETAILS- 2 SELF -ADHERED FLASHING 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 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 Detail Instructions Refer to the number marked as #�in each detail that corresponds to the numbered items in the list of p BOTTOM NGE NAILING 8 (SEE DETAIL WP07) 2 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , SELF -ADHERED FLASHING 1 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. Remove all release paper per standard installation instructions and adhere to substrate using a square SHEATHING piece of flashing material (6" x 6" Minimum) 1 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 g. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco a ° Q rIN 7/8" Cement Plaster DOUBLE T a a a in accordance with a ° ASTMC926 JOIST ° ° a 7/8" Cement Plaster SINGLE WOOD BEAM ° ° Felt backed metal in ce with JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 ° ° ° a °° with ASTMC1063 Felt backed metal 2 ° Building Paper lathe in accordance 3" MIN with ASTMC1063 SELF -ADHERED SELF -ADHERED 4 / ', 7/16" O.S.B. FLASHING FLASHING 0 2 5 ','; ', sheathing Building Paper 7/16" O.S.B. ' Metal ' sheathing SELF -ADHERED FLASHING I SELF -ADHERED FLASHING FOUNDATION WEEP SCREED • Flashing ' DECK JOIST OUTSIDE CORNER Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 All inside and over wood 2nd outside corner will ®° floor ' ° need to be miter ° ®e° cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ' NOT USED NOT USED SCALE: NOT TO SCALE Z � _ o Z co Z cn cD w �V - 0 LU 0 00 L.L.1 E m M CO N 'i7 M _ O O N O MCD I U o ¢ ao 0 o 0 rn 2,v rn Q d B D® N N N .w o m rn �N�Z Z U1 z U) J � / w ifs N a w _'6 �LL3 a CHOP-4 o 0 LLiW N O v U O WWW.FDSENG.COM 0 CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 Tampa, FL 33607 www.LennarTampa.com Z �o W Er Q Y W L U400 z + 15 Lu (n o- U' W N •CC ~ � g8 F- } 0 LU X Z OZ 37 O 0 rr z J Wg Q gaa cn N M LU COO F $7 m a Q N Z-Za Q Lr) Z Z N N u-o Ira2� U.1 J to TI 6i lJJ C G Z aaz5 H 2 U $LU r O Z a , o l� w0 O 06 Z QUJI J = aLU r n rI a V) s SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION N0. 4ol SHEET NO. W P N to CD .�.. U 2 -o N Q O O ICU -0 c Ca r e O 0 O O March 20, 2018 C C O U_ (13 O � %F- > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes ^O^,, O To Whom It May Concern: L I- � 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 Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) 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 2016 to incorporate a methodology to evaluate products to the 2015 [-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 I -Codes. 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 departments 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 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit vwnv.stronctie.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., LEER AP dWBDW Engineer, Southeast U.S. Branch Page 1 of 1 Sinpeon Strong -Tie Comparry Inc. 2221 CountryLane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 w .strondexom �J z rU) V O L O U O V, F- o L UJ Z� Z J SHEET N0. PA 1.0 � - A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD252 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232,4 ESR-3445 HU412 FL10658.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FLt7880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223..3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9572, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothsfar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VvindCode Doors W5 (18X7) FL15279.53 +3D.0/•30.0 psf Clopay Building Products Residential WindCode Doors W8 (BX7) FL15279:85 +38.0/-42.0 psf Clopay Building Products Residential WintlCode Doors W8 (16X7) FL15279.102 +37,0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +4D.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 Vvindows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlaymant FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17689.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - Ff2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A e inspection o t these products, the following information must be available to the inspector on the The products listed below did not demonstrate product approval at plan review. I understand that at the time of f h p g i p jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed. if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -0-. N U C Q. O 0 //�a� CL �V O O O O W EL O I.L .� O O L L O 2 Q ■ O U ■ o V 0 C U "O O L V v! V W Z Z a J a SHEET NO. PA1.1 Florida Department m Business &Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business &Pro fessional Regulation Building Codes and Standards g ptfM 1 rig Builds Codes and Standards Papa, Building Codas and Standards P.o.+ Florida DepaMTertt of Business S Professional Regulation Pape, d2 Product Approval Application DsLN '"�1e Product Approval Application Detail +/SrJo+e Product Approval Application Detail ir5R0+e Building Codes and Standards +/ereote Product Approval Application DetaN ! tAtla � =�%■ MimirbOhM llsN6t.9t i121�'d E�l� Vdld•Ird W tide ■4 gala-t�0a gal! y ¢yPWAmmd am ! > FI.l7Wa1-R2 glUCt PJJIIhLoi Meraftchmer � gMe gdL�a gds Ixee � Cooled Vdrdmad er ydid�d $lam t�SEAW� � g)Ill1a Revision 2017 Tlrrma-Tru Corporation Rick Y�hIpM LyMm F. SMmgl, P.E Ryan J. King, P.E. 10116lt077 07/122017 tOH8r2017 12H22017 Approved Eama � 1� lTrdl. DMa Pmdlm gyq Tyg Y!� INem�cs■[ g90ied EadaariLdatms! Mgt YINOWd DYCOWeY EtSEAss@Yal dse>mtl !� Rovblon 2017 TMmI•-Tru Corporation Rick Wright Lyndon F. 8chmMt P.E. Ryan J. IOfq, P.E. 70/16fL017 07I1212017 1N18rt017 12H21t0t7 Approval Gypwy, Exterior Dona (419) 2pt417M PE�940D (813) 78741655 gatla LdIDL9>; � geot gdl Orse !(!um glldett RnwYr..ar4---_ YaedatdN Yy(�p Submitted Fec Approval r!� Revision 2017 TMrme-Tru Corporation Rick Wright Lyndon F. ScfimbL P.E. - Ryal J. King, P.E. 10H52017 071122017 to'182017 1211212017 Approved Ca1e9e+1': Exterior Door (179) 298-1740 PE-434W (819) 787�555 a) r— U) C6 ..-r U O -0 L C= CL CL O O CU . � � U (U o -0Pit O L- O � � O LL (Q O � '^ O vJ -0 E^ 1 ^1 W L }o O �PmbmwwNOw l -V) > 0 CL Q Florida Depwrbnerd of Bohm a Proh66iwIN R"Wiel n Fop for t Bltdi g Codes and Shnderdt ,mrmu Approval Application Deiel Florida Dap M4ns1r1 of Btlekiees a ProtaWaTal Rsgutsiorl ,a6.+dt Buidklp Codda ♦ 8telderds Ilium lal Product Approval Application D* Florida RepmMon pw.ldl Hof Coda and tMrmm Product Approval APplostion Wall Florida Depl r rri6M d Business a Pldeaslor d Rsguiation lhw+ d, BWMik1g Coda and ,lima Pfoiml Approval Application Dalai d ode lemLa its dale 2dLbrA a ill BOO )sat YaiWot ores MaamiLLMME dlLlddd![ MAIN A. 2WLAmdml ANON AMR Revidon 2047 1XV&A, send Dean a:entearorr Low R Lam PIE abv.n eL Udek PE 62 1010=7 10/1017 IOPA2017 12MV301Approved Cabo": MR done (717) 366.3300 PE4126% (717)3174N64 adromm": Meow a am N RoWbborea Floheal ter Ari0hIM01we N Real link[ 011 Orly 2ML& o 21M ha so"ivm1iimK ram MaaMLAL&e nollida MOWN hat HRAMMaI ammmi Wm Reviden 2017 pakKuoelw DRNk NWMW)MWW-Co mwntomcb 00-VAL tamml7 ,1HIi0017 12022017 Approved Sw7 OebBwy:lMndowe (B4/) 4ee-0100 (Me) 316.2860 en0d.1e11Oey: eMEMn,. dnmdrd,ppkdtrbmBamn 1,OI�aeMMWOW&, CWWWNM Mork w Uraq B�LF� aNd AI ft maLumRON Sale lloLW .ue its alkfmmL Idle tam )moan Bodmi= grad MaaigALMLom Y6lrll k YaltlLMi A g lICAMag !■mud INK RNMIm: 2017 .Iwnee lmMl ri" Ffudmd% ma Pkwlwen .bed m, m 11m fANWLOaemdMP.& 0626rM17 66NB=7 9e72tu17 fQ1041017 Approved BWCM DKF lwlMllS (la) 3M41a7 PE•24121 p62►Sf7,462fi trBC.mpwyr eakq pMpwMnB�wnAalem.lw Carr4- I period: Overview PAW *Ma daem e dr. lwd PMw Ia.. 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FK am 2w RpMML OOJew eOberw, PL ow2m7 OWD&=7 OBRL=7 10Hu01T Approved oamOwy W. gWkMM (W6/ 3W,T127 PE•i1121 p6� 3e7dM6 6+C.Mpry:lltlM6 PMadwO>rMOlrw Odr6tewpMean* EvelveNon airport linen a amn areienePM ea Main asYlLdMaml lalaL2mdrYB alarm A_gfaWt taaestleLM! ft= Mtlg afm L_ RUN"moat Qr1M MaIt 1 themMewMDeoveaedriemo.r Mo2i la0uotlleal.tlm gimadbib" AlvalnM,Wson Os�tt m1t Yee Yee B Yen NW lid! &MMKNNN61mktamm mmoLollilm iemwlmkmllBnM Wt AMsavi Ammod lLmilE 9MlNUM 1LIitem ML bibm 21IM aced MaLt mdal2Wilm gLingi kmkmao MLmoLkLus aommduu IBM irldLmda kwo Bomr awn as 2 6764 YedbdAYMienrr eMMn 126101016 No Yee Vol kok 1 Cewplwt tap SWAT 1b.nawwdbpooq 12314010, YM Yen NM WA 2 NwnrPlwm Lap Oft lbw-owwwepwdnp 03120010 Vol Yen NA No laeaSiLtai Florida Depertngnd of Business a PMM*WMI dWal •+�rrUWe., d / BuNdifg Coda and Standards ,Aaom Florida DepefllRelll of BDeirLee6 a ProfeeeiCnd ..y...ww.. Building Codes and Sandads ,Alma Florida Depafhllefi Of BWFNe6 a PfOMpidrlil RegliallOfi Iq. t d I Bulding Coda and Staltdoxia ,atom Flpldda ..op r.wLLd Of BDelrleee a PICfe6einYl RlgDiaft Ppe, d, ft"V Coda and awroards 1Aecma Prodtat Approval Application Deed Product Approlyd AppN0ati- fetal Product Approval Application DeW Product Approval AppNCWIM Dated afinelMl Sale Boom Oat Rae 2NLbmltt Da Asa MOM MMdO K a" MaLmeA11aMB rililae Y1mLMd AMMON 90AMMEN AMMg Yin d3904-it" Rift lwlLe no ON DoLfts" Ora Act )sate andian[ aaw muimuk rifmri AMMON zlO.tomm AMMO Ym F1111211101,1111 Scat iodic[ 20 ill 2020 a Oat Do )o" Minima GUM )simtm )Fund ]MOWN M A000m Ammo Win R Rdde liemtJt 111111 its iltfadu6 Om AN Dom YmaMM[ ailttl ANINKAMa MOM )dad 6M Mil NIRMmad 40000 Mann Rwbbn 2017 MVrAom Wd DOW cabow.vwniowe MdrpMperq: Mumma PbkIe R4�IM ArohMOtww ftww ee tbdde FWdb R MI arpineer wardeMgo LNRLw,re,FE SWAM M. 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FMdM ReaWtMAn rew"IJOMwd FMMW ProMNbrW ngNMw Pegdwip am NarMmLOprwn John GwAwd, P.M. tico) S/L2D27 PFi21121 (lnJ 367-?S26 ptpMmrq•efte,ermelwr deaq 060311017 o6ABam 0eQ81M17 IWWW7 Approved SBAINALIMINO wsLA lot lMAlmildWm iemrlla d a �howmouKft sic hmAR 1� glls P lam= 2� awn ittt 1 Muth efwMDMOadvYma mva2lemma 2e MiM AWWounbhraden asnvm1 SaiaYkJ0Yi6 Yee Yen laiYr Yen mein mat diet iOLAm_L omkwA ri a gooNLIENNI an Amantiift humNLOLmt WIN Sl AMg wllk i Fodor 20M maim Matt &ANWAIddAMOKALEM amewamomm ice! houtoL Aft AMao#Lum 1ilROC gomLkm NWAS Ba OWN moat 2 6704 V~Akokon Muslin 12+lvlet6 No Yee Vo WA 1 CVMF"Lp oft egawwat MpdrrW 121514020 Yoe Ye. NO !0A 2 "No~ Lop sms 14er-o foperd" 12p1/lM Yee Yen NA WA lMntDai Florida Depin wo 0 of BLm kms a Professional ReguMYon Pointers 8uldaip Coda end Stanitandt „eau Florida DeperhlNM of Buskua a Profeedonei ^ 1rea.+d, Baiting Coda and Standards ,maam Florida DepeRMnfi Of BUeYgee a PrdbaionN RepuMion Po.l at WilftV Coda end Standeda taro,. FloridaDepebtle,Tt of Buekless a Profssalprni RaguleltalL BWldinp Coda and MarLdar ds ,Nr6m9 Product Approval Application DOW Product Approval AppNQation DdaN Product Approval Appllaallon DdW Product Approval AppNcatlon Detell 11.010111AMJSalflmBE 926 IN modw mmwwiot NINE g0do EmbOL&LYlat i mrmdst 2m Ott ImdLMt hem" alk and Ott MI AMMO AMMON Yen ii DM► BMW Mushom low iota ltanMAil 9*91b >L 211t Ord gdLb�o MMM" &dotal ZKLAUM i 21M Ammw um ziLf>11AtBi! ii Am )seas sMaWn delta aso iaM,LLi M Imiso l 2a go )aidLrl Ab W 211111011119 Ora B12AMag AMMnd Yea !I ii tar SOS NMWMkN L lsBLK maw MaaneLALam NdMINM 20 oat MaM.dedga lodhw World EWLAMMa ifs AM_d Yen RSAMIen 2017 RAIGIRIMPffidow ANON Otepwrr Fwrd VAN subco ": 801Ar CweptweeN~Bvdrraon RSPod love• Pbdde MpMMred Ardow era Worried Fbep poaMeworMi fti nne 1"Thworm LLemon F. sdom PL Rya J. Kkq. 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LhMneed PbN ProMeebN EnOkreel MdtTwown -ed F.5dW*.PL Rym LKra, PL = W24M PEd1401 fete) T67,66E6 rAmrpar4lNrMr uum 100402617 1003raw 1011112017 12/122017 Approved RSAWW M17 ON $A ftb:Poo"WA% 6onoplo a we OWnd:t W�gMndrese OMSp Rj0Wa dAr *r*LJeoflwn or1nw FLerwe ae0r,levi AKAIaw w.11oen.W fIw1IM P,dewMMl aigineu kBdwelaeh RahOd NMNMn ,bed ML KNIWW IPE MWOA33411 PE-ata a14)772a22N rrrrlek0aw.ibw ONIMI7 09MM7 01GO 17 12r1241017 Approved ReAfdon 2017 TAMKOaddMp Plodmri,Ma. aamewy:Rrz UM ericdw.rriUedoMymwde CanepalmeWed AwewNrm RgodeFb FLedM RMMMnO AwAMw.w a LlOeweed Forked PromwbW EDkneer KedBdw 7ardearyIL PAM Ledo Bwdm (4/7)e24aa4 Pe.f1021 (934)300.1f00 Mw6_SNraadedM.own 1011=017 10062017 1020=7 12H27i017 Approved � Mast iaWMAm om IM*OL2rarlm sugodawkwaam AUVAMI L m AMaadhLit IS= lalmmLm low AM= Deft ftD naimmjwktm Mast &IAWJki&AWOOKKAM oadkdmaai tasOL2mimm tamWnit AmmgMLit hd12a 2WIML20 Nat= B 21IM agora samiagaimim Mas! 902LA MW Em6mL20daYn ilMtwlMMENE21M A=wN LLie Mmmdaeit l6mgli gsdlLt= how Ulan gobs zoom Math godkAO mOOL2mdl ! isemillsM2a AMmgJLL2m aanaLu n kkkvm 20MLM Nap= amwm gum lama 1 e.agvet2Ti0ratedlt te voitos vwylwm 123VAN No Yee No NR 2 0.6quorAeewrT4egrMhBoa1 vo4oreotdVwo" 12A1R000 No Yen me RM 1 OAFASphHrrod$W N FMwii,,, eced3irb,IwrooMd,641iend 711Q03016 hbArOe wtrgMe No Yen WA WA a ft16UL AwdMOeeM.mOogWoMR 610702610 Yen Yen MA WA (D aegw 0 Florida Depsr"W of Bu*kiae a Pruft"nal Roplail n pow, d t Flodds Depakruri of Business a Professional RaguhYcrL pore, d, Florida DepaMtrelsM Of BWYtae a Profeplonel Regulation pow, a, Florida Dep6tbTNrd Of Buskisst a Prohaiond Ragulatlon 1'oe+dt Bukft Coda end St it derd6 Product Approval Application DdO Nv2ole Building Coda aril Standards Product Approval Application D" ,rams Building Codas and Standards Product Approval Application Deed 1MUN BWldirlg Codas and Sbndsi ds Product Approval Application Dalai tmome CU M _ � PJ�;r� fMi AMOLK We ill AMMON ON ilia AM bmw 111 ass karLLLbm rilrrdmL MOWN MOAN AWLAMad amamd Ya RSAYN 2017 GY. 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