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HomeMy WebLinkAbout3312 Moulden Hollow Drso- 331v 4W r ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed ABV or Abv. Above FLR or Fir. Floor AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace AHU or A.H.U. Air Handler Unit FR DR French Door ALTorALT. Alternate FRT Front BC Base Cabinet FT or Ft. Foot/ Feet BF Bifold Door FTG or Ftg. Footing BK SH or Bk Sh BookShelf FXD GL Fixed Glass BLK or BLK. Block GALV or Galy. Galvanized BLW or BLW. Below GC or G.C. General Contractor BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter BOT or Bot Bottom GT or G.T. Girder Truss BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board BRG or BRG. Bearing HB Hose Bibb C Carpet HDR or Hdr. Header CAB Cabinet HGT or Hgt. Height CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) CJ or C/J Control Joint HORIZ Horizontal CLG or Clg. Ceiling HS Hard Surface (flooring) CMU Concrete Masonry Unit ILO In Lieu Of COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation COL or Col Column INT or Int. Interior COMM or Comm. Community KIWALL or KNVall Kneewall COMP or Comp. Compressor KS or K.S. Knee Space CONN or CONN. Connection LAUN or Laun. Laundry CONT or Cont. Continuous LAV or Lay. Lavatory CT or C.T. Ceramic Tile LF or L.F. Linear Ft. D or D. Dryer LL Lintel Length DB Door Bell LT Laundry Tub DBL or Dbl. Double MAS or Mas. Masonry DCF Decorative Cementitious Finish MAX or Max Maximum DEC or Dec. Decorative MC Medicine Cabinet DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer DIA or Dia. Diameter MGT Management (room) DISP or Disp. Disposal MIN or Min Minimum DIST or Dist. Distance MIR or Mir. Mirror DMF Decorative Masonry Finish ML or M.L. Microlam DS or D.S. Drawer Stack MONO or Mono Monolithic = DTL Detail MW or MICRO or Micro. Microwave o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale o DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry N DW or D.W. Dishwasher OPNG or Opn'g. Opening EA or Ea. Each OPT or Opt Optional T ELEC or Elec. Electrical PC Pull Chain ELEV or Elev. Elevation PED or Ped. Pedestal EQ Equal PH Phone co i EW or E.W. Each Way PKT or Pkt. Pocket (Door) EXP or Exp. Expansion PL or P.L. Parallam m EXT or Ext. Exterior PLF Pounds per linear foot FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf N FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height FG Fiberglass (Shower Pan) PSF Pounds per square foot FIN Finished PT or P.T. Pressure Treated FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire REVISIONS 0 PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill 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, RIS, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans, Transom Window TYP or Typ. Typical 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 VERT or Vert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W. H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) MVP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 08-20-15 1.0 NEW BASE PLAN 00 cc 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 AlB1 ELEV. REVISIONS INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR 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 PRODUCT APPROVAL NUMBERS PA1.3 1PRODUCTAPPROVALNUMBERS rL lNOM SKAIL COMPLY WITH PREVAILING MWO MEAN ROOF 15 FT. HIGH TYPICAL 01-04-18 4.0 2017 FBC UPDATES FOR SINGLE STORY HOMES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. of 03-29-18 5.1 UPDATED PER CITY COMMENTS s. 9 I = E=m ISI ISI *AL 1748M 2575 MEAN ROOF 30 FT. HIGH TYPICAL 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. j 040 z�z Q J rz U) z cn Ur U, w .0 — OLU U m� LIJ� 1-- U pCO �6 co U N M O •O C',U O U Q � 0 00 CO rn ci A I N B•D•C „C ZW 18:1 z W N N '1 w W > o a Z -=am N @ C N Q 4.6Z LL N 9 0Yv IV O U Lama v '..s�coM� L p. . C Q 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 N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5Z Uo za za Wo o �� ZwZ Z �$�qW ya S gX i p W U W , N S LW zo r8 fz Z Er 11 <C W r = Ov �W .9 U o r+ a U J Po O O a u K 1= r'J_ , (V z�Z'¢ ¢L ���o Z rl �o U.Z �` a g !i LU to W Z .I rA-1 LU 1` Q Z a Q Z z Zg 0 co g LU LUO ,-+ a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. C S r~ s m LO LO CV v x O J r, 02 E F P @ 2 STORY H.B. iv `~ 5-SH 16" DEEP - D _ _ _ _ OPT. CN 266 B.F I I 24 2x6 WALL I REF. 12'- " '4' I I I I I I ( I 2868 00 I I I KITCHEN < H1 I I I r` OCl)3 8'- ' F T LG. I I I N I ❑ I I CC I ❑ I w I I I I r - >� 36 36 .3 S3 HO �J F---------1 _ M�� Lu I I I CD Za o '- L I Li EDGE OF SLAB 2" I 1 I *- N �-BEYOND WALL N I X I I 4'-0" 6'-2" 6'-6" 4'-$" 20'-8" I 1 I r, 2 CAR GARAGE I I I I I I I I I '- T DINING ROOM 8'-8" FLAT CLG. I I I PATIO 8'-8" FLAT CLG. I I I �1 CARPET 0 `��)11 BUILDER TO PROVIDE I I I I o 00 2'_6" 1. APPLIANCE PROTECTION I I C° o WHEN REQUIRED PER FBC I I D I I LO = O (3)2X4#2SPFW/ 33 I I L - - - - - - - - - - - (3)16d TOENAILS CC 4'-0" (3) 2X4 #2 SPF W/ r N @BASE W.H. S3 N o 0 (3)16d TOENAILS @ o BASE " TYP @ 2 STORY �1 �I FOYER I (2) #5'S J _ O OI O T 8'-8" FLAT CLG. j S6 IJi "' TILE T o16'-43„is8 T-8" T-8" T-6" 6'-0" '-2" In R1r�' 1 r 2068 B.F. HDRAT7'4" 8'-8" FLAT CLG - -- b 1„EE 5-SH -? ----------- 4'-0" [l, CV co OU) C Cl) G N o S3 O �. Pw (3) 2X4 #2 SPF 8'-8 " FLAT FLEX FAMILY ROOM ;� W/ (3)16d 8'-8" FLAT CLG. TOENAILS @ 12 CARPET 8'-8" FLAT CLG. BASE - -- to q� 00 CARPET 42" SLOPING 11 00 M N _ HALF WALL ° 10 `' FLOOR G.T. _ 9 _ it zo 5 17 $ -- -- AC PAD AC PAD v 1 1 I I I IUP h6R l I I 1 Tff I I I I 1 G i> I I I I I (IS3 I TYP @ 2 STORY J S6 H.B., J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 38'-0" 5'-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) - 1 314" X 9 1/4" LVL 2.0E 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 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 18JX37i S.H. 14 20X501 18jX50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1 H5 27 j X 63 26 X 62 1/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 381 52 4 X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. 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 wails 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 G� SEE SN SHEET 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 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 "13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST PLAN B EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE:1/4"=1r-0" (GARAGE/LIVING) � r z C 0 _ � z�z J t/) C9 v w Ca p •0 w Lh m v f C) N �� N mLU ~- o m a cMn _ U O o 0 .S-- LL00 rn 0 Co ao ¢ CL rn Q 6 8D. �. f�. N O 2- Z LU g $ z w e U) Ilk c � Q � N � W tL a Wing C I �Cq o oti '. 1 %D ' • .ComCW • �t®•� C _jh�'C` .�1� •' . Oft` �' f� O F•f� 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 Engineers signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ C0 G �o ZQ Lu Uz8O U �� YRZwz.1Z Z JC{Cyy, CLu (JW�N mho �- 8 z ^L' U 2:z C L E3 O C/) J uj =� V TT `1 ' `. o Ln � � ti U�a- oN ¢�zoQ��¢�Cae 0 2o�o z z ri LU� a 0" z LU LA LU z �QZa g~o u, � Z � z aog m Z J n � 06 2 SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5 . SHEET NO. 1.0 or- T U T.. IT n LO CV it aci v rn 0 O h co E 0 s 0o 111 18'-8" 20'4" ORNERS D2 N.O. 6 3 D2 25 SHH1 D6 R&S EGRESS r------- -----I J O CC:9, FIBERGLAS SURROUNB I I TYP @ 2 STORY 1 I W.I.C. I BEDROOM 4 P 3 D2 I 1 8'-0" FLAT CLG. 1 I 8'-0" FLAT CLG. CARPETByj BEDROOM 3 8'-0" FLAT CLG. I H1 �2 mj W = �I Icr o N CARPET ¢ W TIL - c" - 7 102 - - ROOF G.T. - - *- - _ _ c:7 W `2 13'-0" 2 11'-8" 1 N " 6-52-1"_4" 2"" 4'-22" � o flo LL O I TYP @ 2 ST RY 00 O I J w N It T 1�" 8'-10 S6 So 4068 B.F. z � 4068 B.F. ' 60"X36" `� z I m 2'-3" cq IT 3 SHOWER FIBERGLA J o0 co - N o0 266$ N ------------- D2 - - - - - - - - R&S SURROUN CO SI 5' 10" 00 :- 6'-1 `_�' O _ 4'-0" 5'-4" 2-41 2668 13'-72' w/ (5} STUDS co o ih "AH w H1 D2 BEDROOM 2 8'-0" FLAT CLG. W 24 8 ? LA CL u� I ~ 1 r22;, -3 I i . 1 I I ATTIC ,. i u: N o CARPET ------, -, o 8' 0' r I 0 L5- J ml p m n- I I 00 ;� T1 E _ I o _ � =W I�o I I T L0 = � I r� I 3" 1"" 92 2-4-6'-10 2868 '- 64' 2'-6" I I OP I - r- I o � CP = I N 16'-8" 4'-02 T-72' OWNER'S 41 ti6 R.A.G.15 SUITE __=ILOFT H34):r co W00 O 8-0 FLAT CLG. CARPET 14 - -- I I I 13 8'-0" FLAT CLG. 6 M X C7 _ ROOF G.T. - - -_ I I CARPET H3 D2 _ _ "' _ 11 z I I r N 10 II r 9 0) TYP @ 2 STORY 1 2 4 1 5 6 7 8 I l z J TYP @ 2 STORY o 7 J I I 1 1 1 ► I II=� `O S6 r I I I I I J I I I I I I I II 1 8 38'-0" 39'-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) - 1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140171 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 I X 25 4 S.H. 13 20X38j 184X37j S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11­13 271/4X38j 26x3711 S.H. 11­14 27JX50j 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 3 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 i X 374 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 # X 62 4 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - B1_ SCALE: %4'=1'-0" 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 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 © +28.3 / -36.4 +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET Jul 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 F+34.0 / -44.8 WALL LEGEND Runiniumnim 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 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ji _ 0 Z M _ o zto Z ¢ a z N W � p . O W = C E- o �� U o� m N W � F- N M C (6 M _ O o 0 U t LL 00 C cm ¢ o Cnfl- o gv rn Q d A' .Q...e....Y e. +11 N �D N W o C� U) Z W �Mo0oz z a 5 U_ � �� o w w 0 ��� _ ZW caca 0 o ��'•. "� �ury .f��• �c �'W--'"p' dae �, O F E i t`,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 1 Tampa, FL 33607 www.LennarTampa.com t0 =123 �Q wLu <W Uz0cc) zoww awZ Z y 0 J uj Q a a 0 LL N 8 tJ] A 1..1... M z L c z >o 0z �1 0 Z LL_ ~ C -� z L UV j W = Ln N .9 000 U F.. 0' dog l V ? Lu Q ^ Q< oo Z � a z W _j Ln Llj Q �C) 'n t¢- u Sia0 o Q Z z tuJ� <z z� m 06 Z � 2 4 g rn ,-i a to o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO 5ol SHEET NO. 1.1 .- 00 i SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM � STANDARD (3) 2x1 STRINGERS w/ °0 SIMPSON A35/USP MP34 CLIP TO �- FLOOR SYSTEM O LANDING FRAMING co o (2) 2x HDR. � REQ'D @ EN[ LANDING FOI i STRINGERS - I CONNECT TC KITCHEN ISLAND 91 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3)16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) CL GENERAL LANDING FRAMING INFO. °^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH MIRROR 0 OWNER'S BATH q co O fV 2x8 #2 SYP JOISTS @LANDING ! @ 16" O.C. wl SIMPSON A35 I CLIP OR LUS26 HANGER TO U I LEDGER 2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD Q EA. END FOR BEARING w LANDING , v ( STANDARD (3) 2X12 Q STRINGERS W/ SIMPSON A35 w I CLIP TO HDR. r 1x TREADS (TYP.) � 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD HANDRAIL @ 16" O.C. in ffI r THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 8'-55' BATH 2 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NpSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION Cl- C-f> SCALE: 1 /2"=1'-0" I I '�V /r rgt R ZZ E FF LU 8 Lu Ln o (2) 2x HDR. � REQ'D @ EN[ LANDING FOI i STRINGERS - I CONNECT TC KITCHEN ISLAND 91 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3)16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) CL GENERAL LANDING FRAMING INFO. °^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH MIRROR 0 OWNER'S BATH q co O fV 2x8 #2 SYP JOISTS @LANDING ! @ 16" O.C. wl SIMPSON A35 I CLIP OR LUS26 HANGER TO U I LEDGER 2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD Q EA. END FOR BEARING w LANDING , v ( STANDARD (3) 2X12 Q STRINGERS W/ SIMPSON A35 w I CLIP TO HDR. r 1x TREADS (TYP.) � 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD HANDRAIL @ 16" O.C. in ffI r THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 8'-55' BATH 2 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NpSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION Cl- C-f> SCALE: 1 /2"=1'-0" I I '�V /r rgt R ZZ E FF LU 8 Lu Ln I CONNECT TC KITCHEN ISLAND 91 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3)16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) CL GENERAL LANDING FRAMING INFO. °^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH MIRROR 0 OWNER'S BATH q co O fV 2x8 #2 SYP JOISTS @LANDING ! @ 16" O.C. wl SIMPSON A35 I CLIP OR LUS26 HANGER TO U I LEDGER 2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD Q EA. END FOR BEARING w LANDING , v ( STANDARD (3) 2X12 Q STRINGERS W/ SIMPSON A35 w I CLIP TO HDR. r 1x TREADS (TYP.) � 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD HANDRAIL @ 16" O.C. in ffI r THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 8'-55' BATH 2 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NpSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION Cl- C-f> SCALE: 1 /2"=1'-0" I I '�V /r rgt R ZZ E FF LU 8 Lu Ln THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 8'-55' BATH 2 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NpSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION Cl- C-f> SCALE: 1 /2"=1'-0" I I '�V /r rgt R ZZ E FF LU 8 Lu Ln z� 0 _o Q w •U — � oq m L l! E r ma`'a�i O o a U w � ip Y Q � 0 Y ti LO O. v O> Q O ® 50 ao W 0 N N Y 1 12 5� 12 �5 1" x 4" SMOOTH TEXTURED TRIM / BAND ------------------- ONO 1" x 12" SMOOTH LU 51 TRIM BAND MEN . ..... Jim 77 FRONT ELEVATION - B1 12 SCALE: 1 /4"= V-0" T.O.P. HDRHGT. N 2nd FIN. FLR. M T.O.M. HDR HGT. F.FL. LEFT ELEVATION - B1_ SCALE: 1 /4"=V-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 -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. Z M _ o Z z Q U, z cry c� W �V — OW � N I— o �� U co co m W N M m M — U S O p N U �o U_00 <Crn in��`o to 0 ¢ d V N N . N ++++'777p� LU Z_ �Mnmz fs z ii _ LU<r a w ._ LU g 4 P Z NMEcp 1UL�U) l� A A�_ J 4"°1ZpR0FE5`����t` "'(Id'tdltEittt�E1l� 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. L N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o w� ZZZ Q 4� � F Z w < a. Er 'r U p Z� E��w Q a pm Y OW LLN LU Cn �L� L J LU zO Z �\ W g Z � � 43 Q) -� a- o z z U lkft� Q F— . o00 1-Y� 4—ml^ UJ lima U9 / � OP 8 a a z N w L¢u Q u O LL Y z Z t— o O LWLI Ce LLJ J L n ri UJI Q Z � f" �`aQyz 0 M 0 oo g = N ¢ z rn ,-t a- to o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0, 5ol SHEET NO. 3.1 �Ico 21 E �100 60 e0 50 N 00 12 5� T.O.P. HDR HGT. 12 �5 t i CJ CJ CJ o z �_ (D 2nd FIN. N co _ ---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ------- -- FLR. CJ / WEEP, 12 CJ / WEEP T.O.M.----------------- -- --------- ------------------------- )R HGT.--------- -------------------- ROOF TO BE i` F.FL. T.O.P. HDR HGT. -------------- 2nd FIN. FLR. T.O.M. )RHGT. F.FL. 9' RIDGE VENT 12 5F� Of CENTERED ON DOOR ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------------------------------------- REAR ELEVATION - B1_ 12 �5 RIGHT ELEVATION - 61 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 -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. C9 z_M 0 z CJD a cry c� w �U — 0 w T F- iue— U CD o0 F- E pp N cu N O M = Q? r7i O o 0 c - U c o rn Cl) C:)¢ v CL rn Q o A®�B.n.� B D• N o o C-4 4c Z LU Cc, z f� z U) Q- N UJ w W > mLL $ a Z (CnL�' �C' °� o V m o r W W Q N¢ a `L! v v O G'C! r io, f C)e: 0. CV �•�- •'•.......•••''� �. 0 R O FIF_ 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 oz w� a� C/) VJ zaa z O Uzoo F—Zz Foams S�Zz C7 w C ^Z J ran poa O LU w p m w zz i > LU z / a z C:/r � Q Z O z w U = ^ L l Q °Oo o° A � ¢O"V8 U.)p daS. z z< aau IM z I\ 20 Z W *-1 Lt) a R r, <' LU - o LU L Q Q Z ~ ty a $~o �z d Z � Fzn °° O oo Z g =LLI R rn ,—i a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 3.2 2" 1 2" *NOTE: VARIES 1'-10" 12' _. CAP CAP N N FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY ^ = r� ld' RADIUS 3 1/2" RADIUS "Id io iv M oo - CO COMMUNITY SPECS. IF NOT, I DETAIL TO BE 1" 2" OPENING VARIES 2" - - N 3/4" RADIUS 4 T-54' Mla MIS `t 1° 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES MIV 1'-0" 1" OPENING VARIES 1 � 0 T 1 12 VARIES VARIES V 1 1/2" RADIUS 4" 34' 4" � � I I 2 1l2" RADIUS -_ LID �- t it t r VARIES 12' Cry �2 11" 32 1„ 1„ 1„ BASE BASE - 3„ 2 2 • Mlv V 1 „ r � r 3„ 3„ 4 4 - 3 4 rN I f 12„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" _ ' 1" V-4" 1" f ^`r DETAIL TO BE 2" 2' BUILT W/ STUCCO. 21 4 EDGE OF OPENING I • T ' 1-1/2" THICK 1-1/2" THICK 0 , 10" CV �1_N 2 i„ 4 10" _ N -� rT to - IN �V a" 6" 2„ 2„ N x cn E rri 1-1/2" THICK �312„ m � 24 rLN C� rn 'la T 2'41 � co 1'-4" 3" N—� 51„ 4 y 4 1" 12" o Ln�'rL VARIES VARIES 00 x N m LO a N , VARIES VARIES 4„ $„J- 3 2, = c.t i N I 00 3t �1 �ry � 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 00 r- OPTIONAL I q rM 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" =h 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH x • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14, 1' 64„ 14, 12" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED y3" 4 1'-11" 54" 2 a i cL T-8„ 4" T-0" 4" 7 N - E 1„ 10„ 1,-4„ 101, _ r o y >_ 00 04 o J _ N CO / N 1 „ 1„ o T CV LZ U - r- N R63 d' 4 a U o 00o.7 • M M ;- 2 00 N 1„ GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM ON Mild • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Y C.9 Z M _ o Z c`oy Z Q a c/) (D cn w p .O w C m F- o C) o ti m w E mm CD M = N O o N �o Qrn �fl-o LOQv rn ¢ o B D. °WTI t N N YI M O) Z Us�NOZ � z Cl) U) w� F inceo W W W �' w WIn v rn — 0 umZ W ma's W a 04 N¢" A ID o� �o WWW.FDSENG.COM 00 0 N N 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 E N NA R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz f� ga, co °ZWZ� _t 2 D Q a '0- Ow LL N © LU o Qz zz r U 5 x O a � w UU LLB 1.9 µ°OZ OU W 0.a1< pap *� N ¢4 z Z J r-I W C G a z o �p o¢F z Q Z Z as o m oo Z = �� a UJ '11O ,-i a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ml SHEET NO. F1 m tR 00 Iu 0 v [Z N f � NM 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 NEMA1 200 AMP MAIN O 200 amp 150 amp #14 copperto lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 410 SER Alu POWER CO. FEEDS j INTERSYSTEM �,IlJll 4 Bare Cu Ground BONDING #i4 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET 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 411�3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F9 PUSH BUTTON SWITCH (OPTIONAL) �0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) } q TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL _Mai DISCONNECT SWITCH 12 l� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH Rt III nFR MAIN FLOOR ELECTRICAL PLAN_ SRI Z r> 0 _ m Z Z Q Q L/) 0 �w �o OLU C C) �� �f— U o0 m F= U pp N N M ;O O o 0 swCC) C o Q0) U) o. o Lr)8.:S "% Q d B U. N -C ;r N N .w V N y ♦O M 01 00 Z W $M�z �' z + � r W p "- W Z w W VQ�LL� 3 a '0,w Z EC LLA R O 1� mN Q v W O U U Ot— WWW.FDSENG.COM 00 0 N 00 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 Engineers signature and seal. L E N AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 rr � f� Z Wa�0 zoo zW�X 0 w Q to UC3co wt0 s``_ (� 10-1nG z o U / U £ g LU Z � Q J 3 I=- � N L U o V Z w O ` O = O E . o0 0 a 0 I- .,..w. LI_. z 6 WOma N Lr) Q oo� N Q<w ~ow�� Z o6-R LU aZ 10� W J Li �-{ � Z tLmLU �o�Lli $r< <Q Z �ZS m O Zo Uj = 1 i Qf rn ,-11 a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 4.0 T* a W m a co E 0 x ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF 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 j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT }� FLUORESCENT LIGHT FIXTURE I� EXHAUST FAN ;Or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i-C]P PUSH BUTTON SWITCH (OPTIONAL) }� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT fl ELECTRIC METER owl ELECTRIC PANEL _WSJ DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets i 20000 AMP #12 copper to 20 amp ckts A #10-2 copper to WH #10.3 copper to Dryer MAIN ' O2/0 or 410 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FC I I —i I I I I I I I I I r--i I I -----J_.._J UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" to Z m 0 — o Z cCOy Z Q r� z V) 0 w ra �V — c 0 wLh V) ` .� U o0 m iv W 0) M tT m N .1 M ui _0 0 t " C) o o ca Q rn Qc rn Q d M® D® N.C.0 B- �. ea.e a e 10 N �O Z Z W �Nmz z° U) W Q W ZO�a,� ao U) w To M eOr- UM Z a 2 W NQMCD ci N U U V WWW.FDSENG.COM 00 T CV co GV T 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. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z �o �a 4 F Z Wei J 0 I—W¢� T = Z Z ca$�W U OU W LL N m i O l—z > LJJ 6. UJ 6. w O � Z:�� � O J °moo <uP I- 0 foe U0cea- r g Ct J ^T N ¢ �¢ Z Z 0 uOgu- �O z wiz Z !�zo m 00 g = <z rn ,- 4 a rn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 5ol SHEET NO. 4.1 z S Cd- 0 ra N r` n r` I 00 i m X LO N iY N b S J r\ r` 02 00 ry Er ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/304 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 1N. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 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 80. 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. t Sew E� la "}i i =fir "o, M — o zco z c!; z N C3 w p w , .� ) �r- C.) ° m LU H— E — $ _ N M m M mawMi O o 0 Usky < o tLL oo aCrn 0 ��v M < d Al N C B D C Ir®®'/ Ili N W � Z z coo W W LL - V Q Ep,!: t5 W L O 7sr�m� yrya W LL�"+I'A A Lft 41 A c� �. ww ��, • D .i s• 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z 0 zZ¢ W CiY� �a�00 z w Q . Mz �o Q L zo Ez g z C: cL I- <C © -� U J CL 000 Q U Oul h , ` O �O n izma CL Y Ow�� Z z T"i aa�o E' s � w J Ln r-i tLi jj =LOU z8 F < v gFl- z Q Z z �j < 9 o 8 04 O 06 : _ zi ¢ rn ,--t a V) o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 5.0 o, c c v v S rn 0 d- i 00 s m n N N rn 0 O 0 n i N 10 6'-0" 6-011 , TYP @ 2 STORY J S6 " 4-_0" 4'-4" 3`-0" H.B.' 5'-0" ■ ■ ■ ■ ■ ■ ■ ■ T CC (2) #5 REBAR CO f S3 I VERTICALS w/ in o I FILLED CELL I .ter o P L JII I I r M I I pr111Z J NL JIIU F-----------� S3 I J o0 4" I I 10'-6" t- 4'-11 I CJ I __ Ir CIJ - M AS ---- �'Y 31/2" SLRSTEPS KITCE I I I CHASE I REQUIRED PER LOW WALLS FIELD I I I CONDITIONS I : ISLAND I ■• I I I 3-1/2" MIN 3000 PSI CONC. I I I I PROVIDE 1 ' SLAB FOR NANDO I L I I I RECESS FORCOUNTY ONLY 0 o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I I zo I MASON'S 6 MIL I SLABI 2 STORY QUOEEN OVER I 31/2 FOR WIDTHLOPE SISI I BUILDER TO PROVIDE I � BARRIER `� APPLIANCE PROTECTION CC (2) #5 REBAR I _ � WHEN REQUIRED PER FBC S3 VERTICALS w/ in I (2) #5'S iv 1 FILLED CELL II , N o ■ I CJ 7. — — — _ _._. — — — -- — 1. 10.1■ �I— " TYP@2STORY J L----_---- — — _---- ■ M S6 I I I PROVIDE Y2' x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" I RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. ■ : I 01_01, TOP OF CONC./ PAVER TO BE 4" L o BELOW FIN. FLR. S3 (2) #5'S C7 I I ■ : I I I STUB U 1 9„ ; O,: :::::: 13'-74' — — • 2ND FLOO I I I I FOR A/CrG o I b� 83 I ,—; ;,;,�'� I CJ 'Gd' �' I CJ 2'-6"x2'6"x1'-0" W/ (3) #5'S E.W. ' N o— — -- = — — N I 19'-0" ' - ' , ' ' I 5 -411" / t_ JI } INDICATES FILLED CELL w/ 3000 1I PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY ■ . ( , — - I I i BEAM W/ (1) #5 REBAR VERT _ ABOVE SLAB TYP @ ALL PLACES C1' SHOWN HOOKED FTG. DOWELS 5" I LOOP EMBED W/ 25" EXT. ABOVE SLAB zo "GRADE 40 STEEL" I iv ` I r HVAC CHASE I ~ ~ ~ ~ ~ °' I ; ■ J ■ :' ' BASED ON I L -- 1 0'-01, I � 0 0 I LOCATION 5'-4" • 16'-3" L S6 I -4� ■................ ..... .......... ........... �. �.......... �..... �ff% r-011 AI TYP @ 2 J STORY S6 6'-0" 4'-0" 5'-4" 2'-1 FOUNDATION PLAN SCALE: ,'-,..o" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN UJI LU CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" "—#5 CONTINUOUS ,�: ; . ,• �_ REINF. SEE FND, FOR QUANTITY ;: ", •; :r #5 X 25" X 25" CORNER �• BAR ONE FOR EA. ' '°' '°' ' ' HORIZ. REBAR, TYP. '•- �• U.N.O. •; . •, ; �; ,; *Alternate: Z. The reinf. bars shall be • •. • ° • •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i Z ch 0 — o Z to Z Q Q -1 a i--� w .O w t~ m o U co o 0 m N LAJ F- 8 co M- co _ai \ O o No L LL co V < o Q o 0) fl-o rn LO �v M Q o A I N�CyBD•C -N+ N a' U Z z J 0 Q y LL W W a w �•tr LL O R. W � � � Z 0,U3 < LL 1 W.1li B�i:CO' �O ��o c A� •'••. z ,, 0 •E %`a z, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ M 'N za Lu<M QooQ�� J Z U Q < �=5Z wzz Z a a p m O o C) o 8 �--- Q Z O i Z / =� fL a Oo 0 -a i` � W O = y l O 71 O L yppz O� J s 1ou � m a U2o¢ N Z$C Q ~� 0 Z z T-+ oo � a J 1"� LU z¢z v? iQ... SZi,I U g�� z ril a N z �p 0 I� 00 z � = V) a Z r, , .1 a to o SCALE : AS NOTED DATE ; 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 6.0 a4 iz Q .1 N w ErAma UPLIFT CONNECTION CROSS-REFERENCE 11/2/1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 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 -1Od x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH, I1810dxl-112 HTT4 2715 5/8"ANCH. 12010dxl-112 J HTT5 4350 3740 5/8" ANCH. ! 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 565 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 14-10d 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 1 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 t 555 1 12-10 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 3112 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 241, OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/. fi") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)- THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <AA FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d /-/IF CANTILEVER NAILS @ EA. TRUSS---, FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN � TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN � r l l pfi v P i ,rk C9 "' M o Z ct°y �C d V) (9 cn W fV — O W o i� ot- m W 4 — N M co co O o co U ". LLL00 o o- o rn Q o A I x. c. s.D. c 'V _ N `0 M fP W Z W MNaZ z ice9 tL oti oLU W W V > `"ii 0 ¢_ zcao c Uz W) U www.) O f (5 fff6f �/y a..��f''gq6c¢a. ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 oz ce ceQ Uj za iF z W < c� ��oo Q zU,�i� Lu w J 0Z 0W2 SF�© y- z z }o �- > Q z Ce n C Z ~ .� O O J o = LL LL' LU . >�o 1-o6 0 J O UA -. 2. Lr) O -ao-< zW¢�Q<W� z 0 z '"� Wo�� Way W LO W � - a z o W f V ��1 ,. ¢ z Z z =zo �2 m O 0 z :5= J In aLLj rn ,-i a (n s SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 7.0 ico 9 Ln N c aD 0 0 J 00 E 0 00 I ;LOCKING iY UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20L 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 1 112" 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 518" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dx1-1/2 J HTT5 1 4350 3740 5/8" ANCH, l 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-112 K HD3 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L * 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 116 /1070 ** 1 05/915 ** 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 200014220 ** 1720/3125 130 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -1 Old x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d 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 12-10d HCP2 645 555 1 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 (++) (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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 DR y LEDGER (A) INTERSECTIONS. SPLICING CONT 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. ROOF FRAMING PLAN SCALE: %4"=V-0" f r _ cm _ o z�Z Q � r V ) z AC9 C w p �U — Ow o �V) U �� m N F--LLj E ~ p U G f6Lu -0 M = O o N U 0 <Crn "co 0 O uOav rn ¢ d Al N b CD =It ONO Z II.- �.! �w z .5 a a ��. LWLj � ckzo-Hu! U) 5 C4 O LL Z \�WWtV.FI�9 � •M�� �lttii Lo f�� . QCXDCD s G\� .� J\ ^ i, r��d�{� •'R F • • �ko�� O 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 0Z w� za f� z wa�� oo J � Cc,z z JJ d -0- /� Z ouo L C Z 8�2 z D3 LL LU o I- O LU U = \„/ ■/��� L /NO _J LL boy 0 0 I—Pa. m Ln O M � J QzJ o z Wg=oLL a�� W T—q Lij2:V)o Q Z odi 8az O A 1 ` z `s o ca 0 00 z :5 = Q g 0— V o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 7.1 ' ' �I�dll■IIY�A�INi�.��ad11u16 ,III. -All D� IldaAidl illi'Al 1A IfYU1111i,111ll ii ,:AW.11,t i410lli1111IIII111■Il11lU lUIIM iMMUWUI0JA,4 t : i� u;.. ;u mo,riu eur,Ra.wu:�rr���r ■w■wwe�uwia:nru■ufur usxar�uu■ }u�,atu uw�, .. � �,wuu r 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 veritcal (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, LOTTS i ms on i i i O 0 © © • • FORM & GROUT SOLID 4 N� � J U O #5 BAR CONT. 8F12-1B/1T O , W" LINTEL DETAIL SCALE = N.T.S. 9 on no E 0 Ism F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w s 81-16— B/1T a z tNOMINAL. r &o QUANTITY OF 3 WIDTH #5 REBAR AT TOP NOMINA HEIGHT c a> v v S #5REBAR AT TOP ALTERNATE POWERS IN. (1} RQ'D d E�� AR STEEL LINTEL O d d 4 M.U. #5 REBAR AT TOP AV d MIN. (1) REO'D Q 1-1/2" CLEAR o d d a GROUT d a ¢ 5 REBAR AT = t j a O BOTTOM OF a n z LINTEL CAVITY o U O to —BOTTOM X LU O tr U O 1- Z REINFORCING d ¢ C3 m 7-518"ACTUAL PROVIDED IN Z— o w a ' NOMINAL WIDTH LINTEL ¢ ' b �: m (VARIES) U)� a o MATERIALS chi precasflrntets = 3500 psi, C14 2. fc prestressed lintels = 6000 psi. 3, grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade I Z 7. 270 low relaxation. 7/32 wire per ASTM A510. i 8. Mortar per ASTM C270 type M or S. Q'- 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 m APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR n APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) N CD 0 J 9 D D_ <1 Q A 0 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. if lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/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 0 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) ' STRUCTURAL SHEATHING USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8) Y4" TITENS OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) 12 STRAPS EACH SIDE) SEE PLAN 2 o T/VVALL a s 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING ,51 �� WALL SPLICE DETAIL \I \ $ / SCALE: 1" = 1'-0" 4' 6" LL O 6'-6" LL O 5'-10" LL Ci MIN. 5'-4" LL f (E)IVIIN. 17'-4" LL 5'-8" LL 5'-8" LL ..h�.:•: J.Y.:•::. ;h. O 5'-8" LL 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" I �P C9 "' Z a Z m Z Q � v2 Z0 to C �7 'N LU �o OLU Ln 0 /LA-T to co O C> m LU H � 8 N M a ce) '0 _ N O CD i C� C 1C "' 00 m (0 d0 <Ctm rn ¢ d 81D® NC6DC s N CO M � ONO gN U♦A Z W OZ z w� ` n?M� r r j u- Lu Q c a aW W V ¢ -P, L Z o '�¢ U) �-o T Z m R1. W Z ET A wwD Jtl I°,r ZZ OR 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. An monk 4600 W. Cypress St, Suite 200 j Tampa, FL 33607 www.LennarTampa.com OO o wa0. ��oo ooaf �aLU? 4 7 U W CiW1J„N r17 FJ on L... ^' YJ z o } U Q Z C �E o a 0 cZ 7 �w U � J 1 1 1 0Oo aY0 I' t-n Z a o 0 N —' ¢¢W q It! g Z Z rl o o'0!j LU In ¢ Z z awLLO laid U u gam~ Z n t Z RZ CD 0 0 UJ = Z a� rn ,-i a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. 8,110 R a DO ari E .% N - ^ 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREAT ED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, 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. 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 1S 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. I I Y 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 ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 1.3. 2 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 22.4. . BALCONY AND DECKS: AL NY C 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 L/480TIMES 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 J 4. 1. 7, WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) 45 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR /16 STRUCTURAL 1 U.N.O. 7 U 0 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS S SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH 090 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0,148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (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's systems including all risers and spray heads shall not be installed within 1'-U' 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 dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. % 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 vertirl 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO DRAWINGS ALL REVIEW BEFORE E GS E ORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 1 FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/rr DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 4 C,9 r � o - o z N z� Q to 0 cn LU .0 L (� U N co 0 0 m LLJ e 8` N M W Cr} M =ai Rif -0 C N poo U s U_ 00 C0 U)Qo rn v 0- rn Q o N N ��o o W < m z a Z c � 0 a> O v M � � •r�r ry`�, • sty r el • Q'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 2001 Tampa, FL 33607 www.LennarTampa.com 0z za U480 °z LU �QLUZ aw0� 8 a N Lo i LLj z o V I- 0 �Z z a� 4� jE Q U _ a JW Lu� U . o00 oLn J Q t� u0�a N Uj zWQ oG F o 0 i;< Z~�o z ,-t cyo J W atiz8 u.i 7 g¢� Q z 2� Q Z 0 �zo 0 m 0 00 z g = , 4 0- cn E SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5 . SHEET NO. SN I AflII[�!�� • I®[I� I[���ILII�IEI�II�I!'^:I! II JC!,I' !± I I f. ICE�lrf. . .E#!I� ! t! II I tI I i r I! 1I I �r IW R I11 w a ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F 1 [NIP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + + + + + + + + + +F + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + U-1 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.2801NCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ p 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 vial panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x— lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� FILL CELL STD. 90' HOOK BOND BEAM cn w > STD. 90° CONT. #5 BAR CONT. #5 I HOOK BAR 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 BLOCKINGfrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S, 1/8" min. ) Small gap 2" min. 2" max. � 4" max. Clinch na when possible ils 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 stiffener 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 Y8" 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/ lnaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls o require additional wall or beam below.* a consideration. Check N local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side ol0 1 '� 10 -0 at bearing. TANK -LESS W/H Cr m u7 CORNER OF N HOME GARAGE SIDE M, alaD C=i 0 0 J _ r r` !� Q m �L H C G 0 0 0 5'-0" STUB -OUT FOR 1'-0" o ° o GAS METER O o , U 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. T-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11I-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or QD Glulam Beam Boise Joist Blocking I Ica 3" finch nails at R" n-r.- Provide adequate bearing for each lapped joist. Odnails 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 (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6A %" ROUND HOLE MAY � 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. i CONT. EOM )UNDATION HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d -8d BCI 6000s® BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-Sd BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"D THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION V11N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall; provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc 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 4 °' ' SEE PLAN FOR °• A . • FOUNDATION INFO ° a ' d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist 0 \1 depth I -JOISTS BUCKETS N.T.S. GRADE • .a /—REINF. SEE PLAN �A/C 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 4- a ' d II— d o 12" BELOW GRADE PLUMBING LINE /— PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE /r— PLUMBING LINE l \ d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 d b .d e �'114." d ea G d a a SEE FND. PLN. SIZE & REINF. I 0 V z m 0 zC4 z Q a t� zC:cn/)� 0 W cY; w •V 0 w o o 0 — E MIN CD N C:8 12 cc M N 4)O p M a) >= LL. o co Cn 0 A I W. N�C-B- -C -.-D•C 10 N N 0 Z 1- �M` .i z U) 1—ELLS w' II= LU W O ��� n Zum ti ��w'.$D• ,• w M rQ .: 0k �! �. . V � C)Q`cv to I, ?ltftl;=tLz 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. LEN[MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Co C G 0 z Qa Lu o ZF W T = z aXJ au�2r° C/) U Lu N FLo w F— Zo Xz z a� 5' N -a Q F z �W O = u , n �� Q � 7>'` LL 0 , w L ) � U C� ?wQ N N aa�a � oas �H2t= z '"� Zo W J Lf) rl LLI Z 6i;tea z 0 rn F �2 $ter¢ �� io Zi� ca 0 06 z < yt _ !r+ J Vl a 0 ,--I a cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 5ol SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �\ P') VARIES / 5/8" OR 1/2" HIGH—'' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT, FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-T. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & g 1 X @ 6" MAX FROM END OF 2 x PLATE N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �RI i �� D PRE ENGINEERED WOOD -I L,�I I, I I� ( - -I 1=_ r TRUSS @ 24" O.C. U.N.O. URRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES#(; FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .IN 0. 2x SUB FASCIA 0.1 EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE v FOUNDATION PLAN o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH :-0 1 \ \ 11 b 11 bl /I FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" r, "FIBERMESH" BELOW GRADE .E c Cl) ° 6 MIL VAPOR ° — I = = z_ _ BARRIER + p 4 i o _ • • _ CN T J COMP, SOIL. ° (COMPACTED TO 95% - - fff MODIFIED PROCTOR 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 00 N C o OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND Cn DOOR TO RECEIVE BLOCK WALL BEYOND = I PAVERS I DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS M 1TI.-Luf-11 - — - �'- '•I t I— , ' - 1 lit• I SEEA/S30RXS6__'"11IT TI T37"MIN. T 0o FOR REINF. INFO. CLEARANCE N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _7/r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE 7' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"00/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C)2" OR 5/8"x10' WEDGE ANCHOR @ 2 O.C.) -0'A.F.F. -31211 z �31/2"MIN.ELEV. �' A.F.F. o U_ L I> CN TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-T. (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12"TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1 A INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. - ° I-1=13r1/2"(min.)- -J I/L �IIIII I. - �•F I j l 111 1.1 � I �- 1111, �I I17= EVE I— +�I I Z� .I I —1 I r I it I 11, (2) #5 CONT. 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP Cg SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GGN'G�GU��L't Qc5• TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS Zx P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH I- �� 31/2"(min.)- 4„ "'(min.) - 4"11- -I I �=1 1-� IIT — I —I 11=1 I I I l-1 I I (2) #5 CONT. 411 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP l CC SCALE:3/4"=V-0" � S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�Noo s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 1 //_ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cC14 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR * SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM w/ (10) 10d NAILS �I WEEP SCREED INSTALLED BAR I- END OF 2 x PLATE 2x P.T. PLATE W TYR PER MFR INSTRUCTIONS w ° ASSUMED FINISHED E #3 OR #4 REINFORCING BAR ° GRADE 40 MIN. F- 40ksi M e GRADE �, o ° ' z #3 & #4 LAP SPLICE y ° D FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a p . MONO OR STEMWALL ° M _ a ° • . 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN o ' + ICI I - I I gLLI FOR CLARITY D o °� D _ __ _ _ _ °O 6 MIL VAPOR BARRIER - I I ° ° I 1=1 LEI I �_ O° R 1 7/8 +I -I II ° ' I]ZI-I I�--III- _ r #5 REINFORCING BAR -I I I=1 1=1 I i_I I I f I I_I 1=� I —I �I 11=1 I N Z —I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @241' O.C. W/ T EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH T n tIl I�IIIk 9 I I —III —I I —I I I_I I I —I I I_ z I �- (2) #5 CONT. 0 0° _ _ ___ I II • R-11�11�� #5 LAP SPLICE NOTE: ° i=1 I E I Eli I I=I I I=1 I F91 2 Is r_ _I11 M I -III I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS a I I I —I I M I I=1 I I —I I I III= N _ ° ) 811 1-4 8 *FOR BEARING WALL I=III=III=I ((--II1=111=1 '- COMP. SOIL. (COMPACTED TO - 1 (TYP. W/ UPLIFT ONLY III=1 I I=1 11=111=III=III=1 I=1 I I=1 I I=11 =1 i t=1 I I=1 I I= 11=111-) I D155MODIFIED PROCTOR ASTM l� 1� i l �I 1 �I (� I I�-TI �� r 10" -III-1 —I 1=III—III—III-1 =III —I I I—III—III=III—III—III- 4' 1'-4 #6 REINFORCING BAR #5 STD. 90 HOOK -11=111-ITL-1I ; Ti ;1Ii1;,IiI TI iT=i 11=1T►-1 �- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD_'*"1 TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 00 MIN. TYPICAL THICKENED SLAB EDGE rL_,� SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d N ' Cl) 'a . - bo & r-_7-T\ R SEE A/S3 OR J/S6 -IL t E. Ml ,+ T FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN �j 6 x 6 OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 AT 24" O.C. MAX. FOR TRUSS f \ Cl) SEE PLAN FOR CONNECTION INFO(; TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & C 1 CONNECTION INFO P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB 0� _o" CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR180# MIN. TENSION 120#) CONCRETE SLAB 60 BARRIER =1►1=1 —I —III=1 I 1=I 1 I- ' II,,,III,,,III,,,III, 41, 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 + Nr ID 2x4 #2 SYP P.T. FRAMING w/ =1 i -�=I MIN 7/16" O.S.B. SHEATHING SEE A/S3lJ/S6 - " v g z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 x > SEE TYP. WALL SECTION FOR ADDITIONAL j +�+ 6x6 P.T. #2 SYP SLAB INFORMATION J rM oLU W ABU66 SLAB STEP & RECESS S.G.D. � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"xT TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 z GRADE a - - - - E M FILLED SOLID (SEE PLAN FOR a _ 6 x 6 W1.4 x W1.4 11 SIZE AND REINFORCEMENT) C7 ;III=III ° ° • _I=III=III=III=1' WWF OR FIBERMESH T Cl) BRICK PAVERS or SLAB PER COMMUNITY SPECS Z I=— w �p O w w p o v " � l—III—I —III—III—III—I LL+ I I I=1I I 11=1 I_I I I; Z -III= ! ° q =- _ _ III_ - _ - — "' < ° ° 0-0 FIN. FLR.� 1 —I —III—III—III—III —III—I 1=-- FOOTING -1 I I III —III —III —III —III III=1 I=1 I I- Il i 11 l 11 i 11 l 11 11 l l , ,l l-III-III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i ! = zo - o z� z n LU - +-� IU •V — 0 W ti o c) o Cl) m N LU p ai C (6 M = W CJ o 0 0 ,_ `L <co) Ib o Y I �0 <o Z W s• ` )IMP.210P.; _wd••�j °' W �� aw f_' o W V a io o �&�� ��mC-46 N E CP•— C ZE N F �©W yeti �ivw�rG. � h Q. °RCIFes��� 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 2001 Tampa, FL 33607 www.LennarTampa.com Z Lo LU z 11 U) ~ Q W ��oo Q zWz� z W W J J ZLU o U / / Z QL F CZ ^q,, O "a V ~ p � W o = ¢ L1 . 0z �Ne <o� o * (V IL- Z ` Z W Q Q d" a¢f� oW4� Z h EWE Z u.i =�ZL, w � F U gam Q �¢z A trz W = 0 O �o m LU �z Ln o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 5ml SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY LS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) 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 cn 1/2" EXTERIOR GRADE SHEATHING —� _31- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d — NAILS AT EACH STUD 0 N 2x P.T. PLATE r` 5!8" x 10" "J" BOLT 0 24" O/C MAX ---� M MYVIA [��il3 Flu 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ---� AND FILLED SOLID W/GROUT i 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90^ HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \—ROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. 0 d- 0 J �I Q co to MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 o = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB ti TROWEL FINISH SEE E2 GENERALNOTES o SLOPE FORWARD FOR DRAINAGE 00 —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING DEXTERIOR -❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIT ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a n $ a d a d a a , g. STD. 90°HOOK $. 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: O 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. ❑2 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 T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. /-8x8xi6 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 SCALE: N.T.S. d a d BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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. SFFp/N�Ow VN 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" —i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4",41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 iARAGE IOOR vvvntnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 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) (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"xl0" OR 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)1Old x 1 1/2" EACH SIDE ' 2x STUDS TYP. oA00 a SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 �(TYP.) SEE ELEV. SIM SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (7 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING 2X FTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U Cn 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF %9* SPLICE STAGGERED • tii'A �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 � TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSC SP4 E BEARING WOOD FRAME WALL ,J A, SCALE: N.T.S. S4 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 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835# SPF) ° a ° HDUZ-SDS2.5 wl (6)1/4" x 21/2"SDS (2215#SPF) ° ° • HDU4-SDS2.5 wl (10)1l4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1l4" x 21/2"SDS (4065# SPF) ___-- • HDU8-SDS2.5 wl (20)1l4" x 21/2"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21I2"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1l2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x i2" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 —10d NAILS @ 6" STAGGERED �D I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE BLOCKING a I I 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.G. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "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.G. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED 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. it zo �to z� z V) (D Q) crs w ru d •� W OCalf ru U °ti m W po N L" M CM MM _ U 000'- s"co U 01-o �flo ¢ CIDLO MQo All BID. N C•B•D C v N �O IA M z W ZLu Ez U) LN W V 7 E a a n < 0 fA N d �G TI.. �`®WV✓W D ti J U' -- •� 01//�` c, UpFs S\Q�a 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 E 14 IMA R ' 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W ¢f �F W¢Wx oou� �z �2 � rCr7�OW 2 CL�Co Co W U W N ��© � Zo ; r 2:Z z Q� 2 O a a � W V = �..J In C/) _j .1 9 µONO !- Y �- o a LO LJj PZR�¢ o aoj N rq - W < Q s of-"g� z ri �i3g0 �j J --ILn LiJ = � Z o v LLj 2: i� gQo k n Q Z z og 0� 00 z � _ 0 SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFWER . VERSION NO. 5.1 SHEET NO. S4 A rur� SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD- iiiimiliiiiii BLOCKING FOR FIRST FOUR TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"A SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (1 8) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d pQ $'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2 TOE NAILS @ AT LEAST 90°!o OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 1 EN EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 10d 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 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. 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 10dx1 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" EMBEDMENT IN KO BLOCK GABLE WEB SECTION n:�) WEB, USE MSTAM36 w/ (7) 10d 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 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP Y NOTES AND NAILING CHORD BLOCKING N _ _ SCHEDULE FOR 00 INFORMATION co °° SHEATHING DETAIL 1 1 2"x4" CROSS BRACE WOOD TRUSSES ZD 00 ;o APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t12 1 12 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d �" 2x4 PANEL BLOCKING AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 L CKIN (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 SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE 71SP8 SEE STRUCTURAL NOTES - FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP, TOP & (2)16d NAILS BOTTOM/ 2x4 PANEL BLOCKING a@ 48" 2x BLOCKING d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4'T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) /-GABLE TRUSS /-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD ,,-2x4 "T" ON TOP OF PANEL ME BLOCKING, FASTEN WITH 10dx3" @ 4" O/C (2)16d EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� BOTTOM ATTACHED w/ 2) 10dx3" SDS SCREWS TO TRUSS & (4)1/4"x3" 3" @ 4" 0/C ( SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD 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) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" 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" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL - OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ _ . EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION("9 ADDITIONAL INFORMATION. m g N I 00 MINIMUM 2x CROSS BRACING m (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT - - ----_ - - �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL J 00 12 N 6.9 MAX. i 001 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C @-' 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 zz 1 II it II II 11 11 II II II II II II CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. Y SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING Tni IC%e% InnAf%1kl + ^Xir11711 An MrTA11 SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAM10KTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 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.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o 0 a CORNER JACK w Z 0 HIP FRAMING REFERENCE PLAN 0 Z w 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/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. LU 0 o ---� o 0 o ---- o o T 2 w Ll,t o ----0 o o T cc G ' 0 w d w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �� AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 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 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 U zo z tAffil Well z d a V) 0 w CCS a 0 LU Of�� o fC5 ~ U m I N _ co — U s N -0 M o 00 U Y < r°Do o 0 Y � 0 � rn Q d Al 1 B D® NC-B-DC N N z U' Z W mKism = � _ o � W w ii ,jLL W V a��� goW o ZRtA co$" <C l� G1a Z �`�� \ ���¢OVv'f� •'�� d ' ►< '�. ©�( Q 01 Q h, ' r�"IZZ'R F E 5 O l�� 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 �QLU W Q ce I r O $ U. Z 0: z n W Lu 8 U W � N L L oho z0 ?/ Cn Z �� N '0 w z E 0 "� 0 W �P 0 J ¢ t ^ y / M oPQ¢ � N z¢z¢ Qa<� Q o I; a W �d J LU L1J ¢ z U, U n ¢ z LU &W z tz aLn 0S °° _ ¢ LU oo ,-+ 0- (n o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ml SHEET NO. S5 v (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 R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR 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" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o -r W/ (4)16d TOENAILS TO TOP PLATE 7/$" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. � w METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEI?ool S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE a:e BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE ")C' @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN ---�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL a 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c c J _ C ..d. a•,. E -A a. C a. ,•e a N •'4 A e . ar 0.I 1=1� 1=1 I I—IJ� I i I e a c 6x6 W1.4xW1.4 I tl a III WWF OR FIBERMESH _) I t��i i t I I� j—jI I I e'• n STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT (L EACH FILL CELL TYPICAL Cn a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 ' ul ITr�-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR 4R 'I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=V-0" t B SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD& (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 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 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 L� 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED '' o z_; cc PLAN ,.' e INSTALLED PER MANUF. y A T L 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 21D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 ^" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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)1 Odxl 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 13T FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT, 5 8'4(2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE 'I—hI a. ITT'�v SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E e P ' 9v. m !\ '� IIIT 111-1 I —I I j 111— 11=1 I i�•I ' - (3) #5 CONT. ON 3" T T� T 1T III CHAIR W/ 3" MIN. 8' V-8" 8�_ CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 1 15/32" OSB EXPOSUREI SHEATHING PROVIDE 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 (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING w SOLID 2x C BLOCKING @ ALL j C SHEATHING ° rn EDGES (SEE OPENING SECTION X-X 4U C x E w I x E 2x STUDS w BEYOND. SEE PLAN O LE 0 0) 4 FT. 4 FT. O O Q 2 5 FT. 4 FT. O 5 FT. 4 FT. 0 O ® 0 100, o 00 4 FT, 4 FT. O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE; NAILING ZONES (SHINGLE AND TILE) w � ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 5' 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 0 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING p SHANK NAILS) = NOTE: rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o ? o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w �F-O� O to SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 4 LrOom F O 0 m LL ] PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z N w M U. STUD AND OR BLOCKING AT ALL EDGES. - Nuu°0 LL 1: u_ 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"1/2" S 1/2" 'I 'I I I S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING QA NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (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 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MI N 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O C STAGGERED WALL SHEATHING INSTALL. C. vFanrai RI xKiN S6 & NAILING SCHED. SECTION X-X sF OI?. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED/C FOR OHEADER 2x CRIPPLES @ 2"x10" OR GREATER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ 8" O/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.( 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE Op�Ni R�OR NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ABEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/$"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 WWF OR FIBERMESH c a "d n" e n E a M -III--I I I_I I I_I I ea " -1 i I —III —III I I �ILI I I I I l l I I I I I L I 19 a. (3) # 5 REBAR ON 3" CHAIR 4 I� I I� W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 114 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-,6' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE a0 r ;I�II;II o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. = I UI LO a zCO — o to z z dLU z Cz I nV) 0 W cn (D a—► LU �_ o •V — 0 w Lv l— o U o0 m W oo wig— U N M m C., co_ °' O O a U �' _ " CO oco Q la in n o a v rn ¢ d Al BID 1�v I N �O � � N NN 6 Z N � Z z U) r a C W 'aQj N a w Co JU � ' E aN� O c � m a3 C3 � ' O OR1 O Z a�mN� � a LL�' a o e'p�O�U �W,(!011111fitNM - • J 0 4j* ox <. J ¢0 g Sri i �••• F .. •Es�No c3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N N A R 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com 0tZ 3rn za 5?i IL U dZ00 z�Cdx z �o V ° Jz a� OR O�o U l l d N o L' Z O Y U sZ > VJ 4 z I� n Q 3: N O �f V = `./ ' ^ 0 z .9 °OZZo Q rjO - a - Ln �Qo NW LL a z �O o W J Ln r-i 6i Lij d o v I- d- h Q Z Z � z a0S 0° Z O oo gUj ,--1 0- cn o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. S6 Y FLAT ST rvl� AIL DVY/ Div/ IS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 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. RISER CUT TO FIT MAINTAIN BETWEEN 114" co AND 1/2" GAP TOP AND BOTTOM, GLUED AND = NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO a STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT 0o POINTS E N I 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 1�12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING ix4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" STRINGER MUST MAKE FULL- CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL �-2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD J/ STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ` 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION RATTACH ALL COMPONENTS STAIR TO CONC. W/a' X TAPCONS @ MAX. 32" Q.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �a 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAR IN WALL E 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP V� 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 \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" /-1" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 314 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—, NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTTi OF NEWEL POSI PER CONTRACT, v M FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON / OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED J FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAI LED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0 Z M _ o z�z Q U) V) (9 w •O W i�(� a ~ Wca N M co _W-0 o 00 U t `i o 0 Q +� t Y ti n v 9 Q o BD® v /r N �O N M"�z z U) _a W w� N ii. W a �ZO �. a� � o vv .r'`WWW.FDSBiQti:C'1110f . T' _ ZZ _j Q C�Q V 4 Iv r�Z/Z///�(fR0FESS 0 !*Z' vx � tlEttfttttl�� 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 z W� za rz~ w¢°d� �z80 Z'w�tr �xUzz a � J m 8 U_ U W LL N M L zOz } U �1 J H Q3 N _0a -0 w UU L o Z {�yu�oo r Y P tj Q U N � ZaZ� Q d"�' ¢¢u z z o aotj J Ill Q L j a � b 9 tzu y u u � � z d- -1i 1� z 1z r �, O O m 06 Z � w _ z rn ""1 0- v) o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. ST N N 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL — ( 1X4 1/2" DRYWALL DOOR JAMB (REFER 191X8 UNACCEPTABLE INSTALLTION � DOOR JAMB REFER ( TO SHT. SDW2-K1 TO SHT, SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONGFURRING 3/16" 0 X 3-1/2" LONG FURRING TAPCONS #5 REBAR ` AND NAILED W18d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) � ' .. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING �+ O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 ill11 DETAIL MASONRY THROUGH ►+ 3 DETAIL STD. 90^ TD. 90 HOOK (TYP.) FILL 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB VrB 3/16" x 3 -1/211 @ 16" TTAPCON 1X4 P.T. O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL TE: 1 X4 DOOR JAMB REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORE ( P SHEATHING TO TTOM OF BAND TO SHT. SDW2-Ki 2" EDGE DIST, TO SHT. SDW2-K1 CONN. DETAILS � � JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O C 1 X 4 _I FURRING 1 f 2X8 P.T. WITH 3/16 0 X 3 +2� NOTC @ FIRST COURSE SIMPSON HGAM OKTA 12" O.C. °� LONG TAPCONS 2X8 P.T. 2X8 ' _ w/ 4 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ D STAGGERED @ 16" O.C. MA INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2114" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCHwEBATTHE +5� FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS "i SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. =1610 10 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK d SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) d 2 x 8 451 DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR OR CONTACT ENGINEER RECORD FOR " SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I d FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN .1,d CONNECT W/ 8d NAILS BRACE/BLKG,JINTO N.T.S. d . INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU �— 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y," WOOD ) () / " DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2) 10d NAILS @ 8" O.C. ARCH DETAIL � 4 MAX. RAD, USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ /// k OV FRygN TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + �F NOTy 1 r-011 5'-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >. D ' D ip `p 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° . . D.. #5 BAR BLOCK HEADER — Z-Orr 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON SOFFIT + + , • . D p 1'0 ° D ' ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK H2.5A W/ 10 2X6 TO 2X4 ( ) 2X4 SYP ► ® �b 9 H IN TOP o D ° ' , 8d NAILS EACH TRUSS D ,' ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK " ° CHAIR BLOCK e PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • CONNECTOR —Zd MONO FOOTING .> ;' ' ' D ° N, TAPCON AT EA. SIDE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SCHED. -I e 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL DIRT 6 > z TO BE INSTALLED7 60-0101 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION •°•'. #5 BAR IN ° 9� HOOK N I TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4Y,' WOOD ) () FOR OVER HANG FILLED CELL, -, 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ,� . . , , INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C.El PER INSTALLATION DETAILS B—B ARCH DETAIL rK SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER. PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 W/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1 ) - PERANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" > #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON A z o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0° F.F EPDXY MIN. 6" EMBEDMENT & Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE Uj LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. o a D w aJ A REINFORCING AS FOLLOWS: SEALANT co PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. —III - #5x E IN 6 BED ED M D TO D 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH PPMORTAR— 0 G H UPPER HALF OF BED AND REINFORCING PANEL D _ � � - EXISTING FOOTING 2 #5x6 IN CONC. () SMOOTH. DO NO FURROW. D T�f II I� cat FILLED CELL — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D, D SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C"!° ' REMAIN FREE OF MORTAR. NOTE: \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • D ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ' a 4" SAW CUT SPACES. REMOVE MORTAR FACES OF GLASS BLOCKS DRY. REMO GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTHRPLUS EIPE AND CONCAVE, BEOM FORE MORTAR TAKES FINAL SET. WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -- 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. y.Ln C9 Z M _ o z CIL- V) CD w •o w Tu t_ o F_ M V m N ~ B CCU-1O M _ o '� o U Y a-`� o N co-LO O ¢ CL O) QAlI O BID NCB -DC ® N � N C O cV W Z W MN�Z � z F ?1D w � ki W _ g a w W � K- a v cn rn O � U) IN - a� LA. 0 Doti � W N si@t►oM G ,E3 •':, .. ' CJ '� C2 O� B t 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 2001 Tampa, FL 33607 www.LennarTampa.com �Z o,2 Q�� zoo H �$Ez �cef� �Lo z z ro �z �7 Z N o OJ � � � O�a ^ L l w Clz tuVg I� N U, o L1J J LI? LU Q z W Z Nz m � _ ag a V o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. SS CROSS BRACING DETAIL (TYP.) 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 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. c S 0 T I; t 00 LO L0 N 0 CD t Cn 0 _—LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER N F=XTPQinQ 1Aioi i - I SCALE:NTS CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB 7 PRE-ENG. TRUSS i CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS USSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 44 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 MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATCONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12dhLCOMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPFTOP INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE D 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE L— 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. _:I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS IFPA!J W�UF 0101 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON d<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ". SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d :SEE 2ND FLOOR WALL SECTION PER NAILING SCHEDULE FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS Ut - M Z 0 —o z z J {Z z C: V) (D cn -I--+ w (a p 'U 0 "' F V (J r- m N _ po ~ U co M Cai _ o .o o L`Lco U 0 ro� Q M co 9¢o B ® N C� N �O .N. N Z W W V ¢• Zz'T�' TID o Nz' . 9 o� m oa ro WL Z �N.- W a N 4 M A fyttfp o t`►ttt9! ww -U;•o Q� • `• �:f d� »^`i •r. y0` i ESS' %k �L 11mWE 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. LEIq AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 WWW.LennarTampa.com oz Z9 <a Waa� �400 Zfuz =owz t Y � J Wo u_w � U w N M�� r) i (v Z 0 zz } U f Z > ' a LL e s z q Q 03. t^1 1l "a W Uj U) z o -� F— � Q W U Z �./ Ua ___l . 9 o 0 0 Q P 1 86 W0m2 LU � N o ¢ QC Nr 5 z z T-4 ,-oo LULn J r—I Uj z 0 F a ~o z ¢V)o Z coLU z = wo a z SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 5al SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON 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 (USESP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ 2 12d TOENAILS T/B ( ) (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER FDETAILS FLOOR P24#2B STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W! (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLANTHAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST �� AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d O SILL PLATE w/ SIMPSON LS30 w/ (6) �� 10d x 1 1/2 CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE INSTALLED MIN (3) 2x #2 SPF STUDS @END OF •' CORRECT BLOCKING w/ (3) 12d EA. END AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB °• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS wf (7) 10d EXTERIOR STRUCTURAL 1-1l8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. —JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ [-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER 1S USED CAN NOT BE INSTALLED SECTION CORNER CONNECTION INFO TO MASONRY WALL 2 10d TOE NAILS ( ) EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 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 O ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS 4 O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN .o.oa.7 000-aouooa OF CRIPPLES IF LONGER THAN 8" P-j 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END 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 TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 ) OF CIPPLE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C 0AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN ( #2 SPF STUDS 2@ 3) x 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 PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1!2" (USE C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 TSILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL AT EACH STUD AT / - ) IF OPENING IS GREATER THAN 4, OR LVL GIRDER ° . JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS 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 TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G O 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER EXTERIOR HEADERS SEE PLAN E F TYP F 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" FLOOR TRUSS/ I -JOIST SEE PLAN ➢ TIE BEAM \ ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w! (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ° ° TOP AND SIMPSON SP1 w/ 10 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. O ID ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS N THIS IS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR EXTERIOR STORY ONLY. HEADER CONK. @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS wl (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR 2 WALLS SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a� GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ; °.o . I. o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (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 og MIN (3) 2x #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. ° TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER . 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ (} (2) 12dTOENAILS. 3" 0/C 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �� �Vp FQ 2x� — 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 8 Mfg OA TOP SPLICE (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 OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ° A. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 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 wI (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 Ile 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/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 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 9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. fy. i, M _ o z�z J a � Q1 �LLj o .® L o ([N U co �CD W U Z 4)m C N co 9,10 C N O 00 � d0 0 ¢0 �QV w Q d Al D. x 'L 10 C � O N A Z W a) w a U' Z a LU N N1LU tca 4' LL Ck Z Q -g9 is (A �a✓ gn9E42 Z LL W a NQ Q `�,etilllllfl �l�/�r�o w 00 :t•• S r6l CV Vh �CC•J Off• •. ��- : tv IL '• • '/i "R O F E S5'0 ` hefee`I' ftI11111tt`� \\ 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 0zzC GO a� } �� zoo �zz �o�W U Lu ° C� O�O L 1 z O zz 2:z Y Z > a Z Q U 4� D a W Cf) 1 U = �../ � _J o9 o w1z . r 0 VOgea< N 0 o: ¢ zac¢ N W2a uj < o � z ¢ aRI J 1--1 L1J Q¢ ¢ z 8 d" Q Z z �¢Z CY Z U m oo : = a n 1--1 0- cn s SCALE : AS NOTED DATE : 11 /2/2Q 18 TECH: KFRAZER VERSION NO. 5ol SHEET NO. D2 a� it S d- 0 0 N in rb m LO Ln N d- 0 0 J Z a 00 0 N N rni n I In WEATHER ✓E BARRIER & iARILY SECURE WEATHER j� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL ° O COMPATIBILITY SELF -ADHERED FLASHING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE $ (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW I L/1V1 IIIYI] rV1V1111VV SELF -ADHERED FLASHING DECK JOIST E AM Q SELF-ADHEF R SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 7PLASTEROP COKER ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING Eo3 O 4 O STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF I, 3LFLANGE AS AN AIR BARRIER -1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY rem W NOT USED SOFFIT/CANTILEVER Y WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O 0 ®RN SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o -0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB IV, BOND BREAK WRB SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all r 0 Z M 0 - o Z z Q n U*) U CZ i; (U o .V e O ril- V) = o i� U O m W �= 8 W M M 20-0OR S0i U CN a- o a -Ecc �� co N �� Q rn v Qv rn Q o A 1 8 D. ��- N N o (p b fA o th 000 UJ M. N Z z W CIO Z o��y m CO Z Vf :E E a W a NaM� A O 3 O U WWW.FDSENG.COM 0 0o 0 N co (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 Bth 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 G �o fg WaccQ� V0 ZBWaf ° J U)0- 0. �U- J 10, N mho Q Z L F-- �- LLJ E z �> CI a Z O 3 N -C3 a Z U 0-. LU 9 81-o a 0 OK a a .... a Q u 11--,, 4 1- d a J LU N w ¢ a/ Q d- re Cc, z z � ono LLl J Ln �-( W W z8 ¢z8 ~� Z ao m zQ �W O 00 = T--i a V o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 5ol SHEET NO. W P Q a) C a) -F-+ VJ U N 2 N � N U O Ca �. U � U) cu CD l+A e 0 O O ^ w Match 20, 2018 V O � a}. > Re: Wand Construction Connector Compliance a for 2015 International Codes 8 2017 Florida Codes Q To Whom It May Conce m o Co C tti �+-- i Section 230a.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that �' U 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 D1701 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'11&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. ICC Evaluatioh Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Clangers and Sim/ar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, vve vdll apply for Florida Product Approvals. However, reevaluating a large number of products will take time. Nubile 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 613012018 when it w41I be reevaluated by Simpson Strong -Tie. Please visit wAW,.stronatie.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 dwdBDW Engineer, Southeast U.S. Branch Pagel of 1 SinipaoaStran®•Tie Co lnniy lnc. 2221Ceuntry Lane McKinney, TX75969 Phoney 972.5424329 Fax:972.542.4139 www,$trondbe.com E �rn � � V O L.L 0 O 0 ^�y W �M W n) 4i W W Z J z J 0- SHEET NO. PA1,0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210.2 FL17232.3 ESR•3445 HU210-2 FL1085g.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL90858.4 ESR-2549 HD218 FL17232.3 ESR-W5 HU216 fL10856.5 ESR-2549 H0218-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD28 FLA7232.2 E R-3445 S HU26 fL10858.3 ESR-2549 HD28.2 FL17232.3 ESR•3445- - HU28.2 FL10856.4 - ESR-2549 HD410 FL17232.4 ESR-3445 HU490 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 - HU412 FL10856.9 ESR-2549 HD610 FL17232.4 -ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699,1 Evaluation Report - HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETAA6 FL11473.5 SIM200802 HTA20.18 FL17660.4 Evaluation Report HETA20 FL41473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 fL17324.2 Evaluation Report HTT22 fL11496.1 ES-0130 HTW16 FL17244.6 ESR-3455 HTS18 FL10456.22 ESR•2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSMt6 FL11473.11 SIM200802 HTVVM20 FL6223.2 Evaluation Report HTSM20 FL/1473.11 SIM200802 HUGT2 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (201$) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Coda 96.72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project far 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/-87.Opsf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F�0489,8 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star {NON -IMPACT) FL20481.14 +67.0/-67.0 psf ThermaTru Classic -and Benchmark FL15225.1 +67.01-87.0 psf ThermaTru Smooth -Star and Benchmark FLt5225.5 +67.0/-67.0 psf ThermaTru FiberClasslc, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL95332.1 - FL15332.5 +4p,0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) FL1r�79.g7 +30.D/•320 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL95279.53 +30.0%30.0 psf Clopay Building Products Residential WintlOode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Wfi (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 (sae 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 +40.01-50.0 psf C. FIXED MI Windows arid Doors Series 185 FL15349.1 +40.0J-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL269.1 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 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.8 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 FL21560.3 N/A Lomanco, Inc DA-4 Exahust Vent FL97202.1 N/A E. ROOFING TILES Boral The Villa 900 FL7849:27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849:16 - FL7849.20 NIA F. METAL ROOF Gulf Coast Supply &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 FL15078.1 - FL15076:2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 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 FL9999.9 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 • FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete. Corp. High Strength Concrete Lintels FL156.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels. FL1774 N/A The products listed below did not demonstrate product approval - t Ian review. I understand t e time inspection f these p p a p that a th tim of o products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and 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 -e-r N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape, 1re2o1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 1>ape 1 lrernla Florida Dapauhment of Business & Professional Regulation Building Codes and Standelde Product Approval Application Detail ova, decocts Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rage 1 a2 it mle � � � f� 2 }a � Q /'\ O � CL V = M � � t+ s!� ♦ C: V }Ra c T�t � Q A../ 0 0 L O �_ O O LL /1� O �+r L'ir-- �tJ -CU '^ ray O " `� /tl� � o � CQ � � r /'\ —V J �11 V/ (n �1 V! � V M > O Q � FLxltW91•R2 .. Seal Flux ➢Ca Fats pg. Gam. � Min vemim ! Sr�o Ewb�&Ng� v+�� YNW�d $ ! � $1�a Revision 2017 ThemsTw Corporation Rbk NVpht Lyndon F. ScImWt P.E. J. 1nng, P.E. IW152017 07112=17 1ar18=117 121122G17 Debpory: Exterior a" (410) 2M1740 PE•43409 � 7074166E Approved Subcategory: trg Exhaft Door Assentli08 ndanerwicidgw rdams. Complhrnee MWwd: Evaluation Report from a ohm FloridawnpRe s1whdarod d: chanthbd or a ReportLicensdim a Professional Engineer FLAM14tl products gwllb.AgdaLm Aanmved for lhe rlgt 18'MIFi Deabn laffiductDiiaceddw ! lO.LNo Fl i Jim WA Opaque 12131ftOZ0 No Yes No WA 1 e Therma•TN FPoa-Clee6fo nd SmodlhSMr Nominal teidge dquglass Single Composite Edge Fibsgtes Single Dom (i�g;XONiaguaboo) FLl261a1Ji3 Snob E1ft Fab go Deb Pandtaa Deb Most Yenta room BaalmwraLlaaN. v�� VONdAtea a,lh�d Amprioved Dd�rs Revision 2D77 ThemsTw Corporation Rik Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 11/192017 12I132017 12212017 PemBrg FBC Approve cstaOoeY: Exterior Goon (419) nS.1740 PE-4340D (819) 787-0689 SubWbOory: Swinging Exterior DoorAesemb9n rickwmmbMgeonsu0ams. Compauws:b8wd: Evolution Report tram a can Flodda Re81ete1ab ArdhSN# or a Lioenend FbrWa Prdeninel Em9Meer FLe104B14aY 'am Enai9cs[ Deb Deb D Deb � version tl corAmt Y By Yo6.ffi Eat FICApr�l am Review 2017 Them* -TN Corporation Rick (might Lyndon F. Schmidt, P.E. Ryan J. King, P.E. IO(IS 017 07MV2017 10nS2017 12M2/2017 Approved Category; Exterior Doors (419) 298.1740 PEAS" (813) 787866E aub{MogOry: Swingkg F3 WW Door Assemblies �aaMs. Compaance Method: Evaluation Repodham a COrrh Florida Registered Amhibri or a Licensed Florida Professional Engines PL9204N412 PiaddEta. AaattYsd.14[.m! Awt»>�.ter3iM 110wd DeaMn $glL3 ProduetmodeLeWndiff"NMM Product In F a f. Tt a TN FW"18 10 and amppn+sbr Nomdmel BadCi$g &quotNon i pect8quot Opaque 12/3lr.= No Yea No WA Composite Edge F6egim 3kype Doe OrrowMO Mg; X configuration) ti gm EDIrsL 9[ Deb Bab MWPJ1wkw lase lies Yarslm Berated Em�eGlLls.neyamomov Vall�oi $Ulu FOG Approval Al Miele Revision 2017 Themm-Tw CoryoreBon Rick Wright Lyndon F. Sdhmkk P.E. Ryan J. Keg, P.E. 12M3/2017 12t1312017 12/2112017 Pending FBC Approval Cebpory: Exterior Doors (41B) 296.1740 PE-49409 (813) 767.866E Subcategory: Swinging Exterior Door Assamblles rlokwQrrwbldgceroullsnls. complexes U&Umd: Evaluation Report tram a cem Florida Registered AtMaect or a Lkaread Florida professional Engine FLsaaasl.a2 � Endow 20 no Dab.PJla� gala zem Y!>o9a l F99tt9t E ilk vawLrw av v EEFE�rid Elul. Review 2017 Thona-TN Corporation RIdr Y*W Lyndon F. SchmMt P.E. Ryan J. King, P.E. 1(W6f2017 07112=7 iN1812D17 t21t212W7 ApprovedMW Category: ry, Se Doors rkbt 2-tftc PE49409 (81� 7871M65 g ENxkx DoaAReport from aaea care aeW9ooteulaerhte. BM Complorwo : Method: Floridaaltered ArddtectNu or a l ounsid Florida ProfeWonal Engineer FL9afNa1412 Produce gWaBLA9ilrspw A.lb9 wppror.a tor its Em.E Prodne maeLMumhuar E" In Eaab�I PinfarsforUseApprovidtforthis, 9 1. Themm-Tw Fbw-CW c and Smowfll4her Nomkre168#38:8 8quokNon-hpaddquok Glazed 12*1f� No Yes No WA Compceae Edge Fber9lm Single Doe gcewingrotamakg;XcenSguntlon) FLi20414t3 Dedt Enft Deb no DaMPmWim no 'Urea Ymtan N rdww rALlaums Ya1.� YJI iM FERMI Awnxd atdrta Revision 2017 Themes-Tw Corporation Rick WrW Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12I1312017 1211312p17 121212017 Pending FSC Approval Catpory: t3dada Doors (419) 298.174g PE-4.'i109 (813) 707-0666 DoorAesemNtes klpeosutiama. Componns MredAr Evaluation a I-lowm d Florida cenr Compliance, Method. Florida Asgbteretl Archaect or • Lloeasad F Probwiaml Engineer l3�1� Si9rle PvY&19r Fah! g!. gatsP�ilffi Fee Ravbbn 2017 Thwina•TN Corporation Rik WnpM Lyndon F 9d , RE VNfMW ng > )'�,�al �., Ryan J. King, P.E. 10I762017 07/12fmtt 10/i8r2017 12112R017 Approved Cs"W. Exterior Doom BubCaMpay: Saln ift Exterior DoorAasam09es (419) 7�400naultade. PE-19409 (819) 787.865E Compliance Method: Evaluation Report Ivan a Cam Florida Re9iderod Architect or a Licensed Florida Probaebnal Engineer NOW 21" �a3 1B.HYtB FfdNYea P 14 n.TMama-TN FDerClesNo ndannoatln3t+r NanMNte Edge Fiberglass oighe Dophok Glazed 12/31/2020 No Yea t� WA Composite Edge Fbaptes 3Mgte Door (kwaYgNubwhg:X oonfipWatian) Fux4s14ia rode dollar or min. Deb Data Portland rob IYw YJmlw 1NOYi0dYnr Ii Esalwua.LiranMt Val a YlUddd Ellhalmd PJ@BAw[axd Aaanead aLtM Revision 2017 TharmaTN Corporation Rldc WrfgM Lyndon F. SdunidL P.E. Ryan J. King, P.E. 12/19r2017 1?113/2017 i22112017 ding FBC Appn Exterior Door (418) 298.1740 PE-43400 (013) 787.658E �9oeg rbaroG EvEeatlon Dow As am a carrh men M 05 Everti Or an Report tr Fn a ndnv�rlvbW9cesutiente. Cornaffames Reg ProbesiaW Engineer Egg! 1 Product Mail,NumbrorNON a. Thanna•YN FleenClasio and Smooth -Star gIMUhCA Product n 8quotNOMingle D quot Opaque 121912021 NonVoolde Edge COmpasge Edge X ccift Strgb Door QnwArmp(OubwMO; X cordqumlon) A1ermladtarSl. 8 In HVHZ BJ No lea Imltlal Z 1 Yea No Dedaa Jta�ars WA �Productposedpow 8 1. Thems ru Fiber-CMwlo and Smo00h 81s, Nominal 8 MIM &quo;Non-Im;ard&gwt; Opagce 12lal/M1 Compass Etlps Fbegtess Singe Door OnewM9f0utewhh9; X ceMlpuradah) Approved for use In HVHZ No tawd Ys No 20m l'�. WA 3 9 L Therms -TN FY erd5 -Chub and Smooth -star CanhaatrBmaeaMDate Nominal 68Ak99:8 &quotNon-Impa28quo ; Glazed 12212021 Single Door Composite a Edge Fiberglass configuration) (k*whglOatavinp; X oonfquratbn) A9�mt4[Ibe ApprovedLthe tnj y No Yes Irswd coma inure No WA FLe2"51-ft in* 14 lxhmb n. Them*-Tw FDSrCWeic and SmoodiSbr Gusset Assurance Nominal 8&MO 8quatNondmpact&quok Olazad 12/312021 Dtlmaoetie Edge Fiberglas singe Door AeO�ce be � IatOQ,6 Outside HVHZ Ib tabna No Yes No pr+mrat WA Searefterhawlia swmhcdb& (Ieewinp Oubvwrg; X configuration) Florida Department of Business & Professional Regulation page 5 o i Florida Department of Business & Professional Regulation paw I at 1 Building Codes and Standards 1/srmla Building Codes and Standards 1/M1a Product Approval Application Datall Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards pw 1 a l 11601e Florida Department of Business & Professional Regulation Building Codes and Standards page l a1 llsmmla RMS2254R4 ! Product Approval Application DOW Product Approval Application Dotall S49g Enft or Deb rots Dab Pearson Ro Bab En tw Rat Dab !tom 08% FILIN mm Yoslen lbard 2909 Elml[3 tlowass Y&Ndobd by Vaidshed ad&Mftd PBCAomrml Aao®td §band I>UNI Version Monsidechm contact EmadowALIcamew WYdded By X Sabrsese! Fill approval A-mved AMR Revision 2017 Therms-Tw Cacporsdn Rick W7pM National Aandmtlon & Ryan J. King, P.E. 12202017 OI 212017 12124=17 Approved Revision 2017 Tt a TM Coryomtlan Rick Wright National Accreditation & Ryan J. King, P.E. 121204017 002121317 1222aM7 Approved Ht153324114 cabpay: Exterior Doom (419) 298.174G Management institute (813) 7674156E Category: Exterior Doom (419) 296.1740 Meropomam Insaute (813) 797-8556 Fade Ena1hLa Deb Foa Date pending Ra 226 andiv 21bt g!b Deb.ballad 10 Subcategory: "Ini; Exterior DomAssemblis rWavDeh.bklpcorraueanb. Subcategory: Swinging Exdada Door Assemblies rld:w®rvNWpcancukarmb. mm Yatoan maOYtacturaw S Enalleau a all_ Wadded By YdbMd Agilgaidd FHSAa1llard AaMand so& Trot Yardue, mlb0Ldecknr cooled EodOWALi� wed By Valtrtaloal Submitted EdS'rApurav9l Approved AMA Compasses, Metlwd; Convocation Mork or Lists g can eampaanceMetlrod: cardamom Mark or Lblkg aMrh Revision 2017 MI vandows and Doors Sweet Sanger Lute Robsrlo Lomas Slow M. tkldx, PE 081132017 0&112017 08/162017 10n0I2017 Approved Revision 2017 MI Windows and Does BrantStanger Luis Roberta Lomas Seven M. Ueidh, PE 08H32017 081112017 00/15=17 101,102c17 Approved FLSi&226R4 products "5M4t4P"dLvft Category: Exterior Doom (717) 3WMW PE-02514 (717) 317-8454 Category: Exterior Doom (TM 36533DO PE42514 (717) 317-MU Subcategory: adding Exterior Door Assemblies btan"mrwd.cem SubCssegoy: SWg Exterior DowAssembeas btangetQmiwd.win Quality Assissunwair Maroved for Use Aaorared her ON )g)p,$d ggbn Quam AnorwalTarUr Approved for Un basal DoolonCoaptlanae Method: Eimitardon Report from a ComplbppsEvaluation Repot from a EggsProduct ft.Mto—riclw In HVHZ OubWSHVHZ aNdwo ! .$19.! Int11fJS Outside Ibahtana Pitman Florida Re*WW Archbao or a Uwnaed Florida Florida Ro9b1Ned Amhtiect or a Uosmnd Florida 1 a. &quotChsabCrtll&gnot and &TIMSendtmark by GM and ail Opsqus and Giza! Fbwgh s Door with 12/312021 No Yes No WA 5 a. &quotSnwotlh-Star&quok and 8quat;113enWnunk by &S nd So Opaque and GIUW FlbaryWs Deal Wm 1213l=l No Yes No WA Probnbnal Engineer Protsslm* Enginaar Timm*-TrAw-t and WNW SWean. hearing and Oubwkg TbemsTNQUFwt and without Wages. Inavi g and Oubwtg 112a product Modid. Numbu or Nww ProduciOnadedm Contract Exokmdm Awl Approved brUse pdo In Outside HVHZ hnomd dbsidud Ded. bidet ilea# ProductMod@LNumber or s OLVAti Assurance ADWOVadffiilta! 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Urkh, PE (I'M 36543M PE-02514 (717) 317-MM holtlkgarilitmlwd.can 08,132017 WNW? 08115=7 10110=7 Approved Ceae9a7: Exterior Doom Subcategory: Sectorial Exterior DowAssarriblis capWhr« . Ilaeeod: CelfnGptlah Mark orLisbg (513) 7748062 Inc. (E13) 51945M rinivedeafteltitilclapsy' Ctlegary: E tedwDom Coaortlrxa Method: C9Mflcetlal Mark or Users (613) 770.8062 Inc. (513)5196588 .can — m _ Florida Registered Architect or a Licensed Florida Fiorito Regbbred Amhaed or a LkarNed Florida Proressbnal Engineer Pmhwbnol Engineer OuNld Amu resn AgarevadforUee A for Wa ADZ Deaden E9af ProMretMaM.Nonbrn Name LLRYIQ OuNkm VNZ R PMtl11n EffiZ ProbxNabdN.NuNrrer Nano B P19Nars aminumienigo �16332-PAProduna 37 037 VYS-O9 PAN-ZF181: a4A, 94. 73, 76, 1610, 190, 76, Steel Pan (min. 26 ga.) SMBb-Car (up to 9W wkb) 06121=8 No Yes No +30 PSFI.32 53 063'W5-08 PAN-2F153: 84A, 94, 73. 75,1600. 19o, 4RST, Steel Pan (min. 25 go.) Double -Car (92" to I&OF 0602120M No Yea No +30 PSFI.30 129A Product Maio. Number or Name mmilwAsurano Coned Expiration Doom Amiroviad foris Approved Inlifirla ON is aaal RNIIUN B'rs!m PNMMN Quaft Am Awl Approved 18.tAQ,$ .19L.Law imwd Rwl¢j¢ DoolaB P.i+man 78V, 4RST, 4RSF, SRST, BRSF, 2RST. 48, 42, 55, 480. 42B, 55S, GM, GD68V, GRES, GRSsV. AR5S, ARM, WINDCODE8i174; W60auga Door PSF 4RSF, 8RST, 6RSF. 40, 42, 66, 486, 428, 65S, GD6S, GDBSV, GRSS, GRSSV, ARKS, AR5SV, does, ED58V wide) WINDCODE8A174; W6 Gorge Door PSF 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/312018 No Yee No WA 2 SERIES 42DALUMINUM SGO SERIES 42DALUMINUM SGO OX, XO,XX 1213IMMS No Yee 140 WA ED68,ED6SV (D 14"Alliquo0408quot NON40NFORCED 986gtha7c806quct NON405INFORCED 0 Florida DepeMTent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pws l a d 1armle Florida Deparfinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peg„ a 1 11=018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pile 1 a 1 irwid Florida Deparuent Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page, a 1 1re12o1e ) Smdt 1(21 Muslim Revision 2017 IMmldtlblro MI VVindaae and Dons co a lmr. 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BOLO- VAL (941) 4860100 (786) 916.2890 druaMepgOndsbiss own Fab gab Ydhlaed 8 12Q0120/7 IlrW=17 FaMPJmIilin¢ Deb I3Seorsmrr Ancrov d AUK 12252017 Approved FL911a37.a7 Ssdt ilrst Voodoo Revision 2017 CURRMS Division of AADG, Inc category: Exterior Doom Subcategory: Exterior Door Components Compliance Method: Codification Mark or Lb&Ig Endear gonatd Etddb aLbnW. v m.bdBy Oaths Dare UL LLC Ted Berman, PE (641) 4944844 (30518884707 dewdedk W$MbloY.Co In rob no Dab PEMKM XaadabdSubmithad FBGen 11r3gr2017 '140=17 rob 12005 017 Am& Approved FL4N74w.R2 Scab mm ltwbn Revision 2D17 "ENZkckm tea L9inaoss and Doors Deserver. Windows Subcategory. Single Hung Compliance Method: Certlficadon Mark or l'Ntlng Enter or Contact Eod�EmLi. YaNdoWmL Brad tdx�wkL mSarrow American Atund Soon Uwdt PE (717) 38533W Manufadurom Aeeodation (717) 317-8464 bearlg9lQn'"CLO m rob lea Dab Pencom Deb Vaawld SubmWkd FlICAppisaa( Approved 120MI7 12/1312017 Iita41e vandaw on — — Flodds RegisteredAmhaeat or a Licensed Fluids PLe11&174t1 Pmdxda Flaf74994t2 Products pnrnylgnN Epgmear FL9fte�lg Parma lbWbrAssurance Approved forUr AoorevW for Use� hapea Donlon lead AQranived far this Appowscillwithis In HVHZ 01113111111, kwad HVHZ! 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Data FBCADDMvd Approved 12/0512017 $band Approved cab lira! Ymt9n Revision 2017 Cbpeoewes Protloom Canpany Category: WExtSeasonal Exterior Door Assembles, Doors ComPance-- I -' Cs M=tin Mork w Listing saw or S Eoalourd�Liramt VNWabtl By Mork Wbolere2W Irdertek Teetln gServkn NA, Gary PMahW (613) *ffiow 2 Inc. (513) 5194L599 .00m 20 2dtado XaIMWeII Eilhmatad 11292017 08110,2017 21M PHG.Aoarmud Aaa�ad ataaM 12105I2017 Approved Revision 2017 MI Windows and Doan cabaory: Windows Subcategory. Fixed CoepUanee Mstlwtl: (krtlflpptbn mark a l.isanp dealt Stanger American Architectural Shwn M. Udch, PE (717)386.3300 Marnbdu mAssodaticn (717)3174404 betanganbndxd.can ouft 12/91=7 12I312017 A ltair 011042018 !rs� Approved Design Revision 2017 F1.1124141:10 Products PGT Industries Casigary: Windows Subcategory.FixeddweM®pp0ndustntea.com Metlrotl: w Dson Ruark Mianu Dode SCCO -CER MbmFDaM BCCO.- VAL (941)48e-010D (788)31&2590 12rdMil 12MM17 12252017 for Uw A l� Approved melon O L l aemdUcto 131na aaaJt tD1:AR.4, !1 l'1901Yrs dead � .m[.Sb! htDdS Bmars Agarwed for Ilea Approval for Use D� AnKvM � knO 2MM 1 185 pW 73 x 721maMaed Gieos 0410=18 NO Ys No +80140 9 PW4= (lase Made i pace Vinyl Fixed Window 04201=0 Ys Yes Yes WA cz Ewa! protect N.M. issanow or Name PbmldDea,h*bn In HVHZ Cusack, HVIKZ Resistant Ilinsoome AKE 1. HVHZ Outsidei Balliagod Pmwn 86 085 VO09 PAN-7.Fi63: 73, 76, 84A, 94, 42, 48, 428, 48B, MW Pon (min..25 ga.) SIn91e-Cor (up to 9W wide) 0521=6 No Yea No +38 FSFA42 102 102 WB-16 PAN-2FiS3: 73, 75, 84A, 94, 42, 48. 420, 48B, Steel Pan (min. 259aJ Dout) Cer(W2'to 18'2" 06I212026 No Ys No +37 PSFI-41 4RST, BRST, Con GRSS, ARSE, EMS WINDCODE8#174; WS Garage Door PSF 4RST, spin GOBS. GRSS, ARKS, Was wine) WIN0000e8a174; We Garage Door PSF U U 'O O Le- 1771 Florida Department of Business & Professional Regulation page, a 1 Building Codes and Standards 1 srmle Product Approval Application Dortall ♦W V J Florida Department of Business & Professional Regulation pag.1 a 1 Florida Departrent of Business & Professional Regulation page 1 a l Building Codes and Standards 1/amla Building Codes and Standards 115014 M Sage Smear or min 20 Data Rita a ■ ■ Product Approval Application Detail Product Approval Application Detail Ixw version Revision 2017 maoumcbmEftorkararAlUsewer ThemsTw Corporation Category: Exfedor Doors ihadabd M Rick Wright Lyndon F. Schmidt P.E. Ryan J. King. P.E. (419) 29&1740 PE-43400 (81S) I67.8655 VattlWAd subma a FW AwrsrMl 10I182017 10118=17 1022017 Aaasmial 12JI2/2D17 able Approved W F1.8239-M Sete mm Version l E Saobd EnakeraLds.� Valet !fit F!rs Valid ar�m.d DebPwO. Deb J�Awrsrsl Approved $a" FLa1asel.Ra S41b 7mt VNWM Marad�rsr EdlhLet Donald E aLbrs v�By rob vat EWadtad 20 l�c�tal Ana�ffi Edo SubCfirwim ethd:Enging Ends DceoAserMbs Evawtira Report tram rt Corida R e i Need Architect FloridaRegisteredeeo aUcenwdFNrWa Pro(MetOnet Engineer rkdw®rxbkdpcnaubenb. oelnn Q Review 2017 POT kMustries Cetagory: Wkhdows Dean Runk wi nwsde BCOO-CER MlemFWde SCCO-VAL (0411) 486-0100 (786) 315,MW 12200017 12/08Y017 1=612017 Approved Revkdon 2017 Ml Windows and Doors cebgoty: YMtlovw Brent atierger Amednn Aroaeaural Steven M. Wall, PE (717) 30-33M MarxAacturae Aasodidl n (717) $174454 01A32018 0V0MIS Vubdeew 1101.41146,411111; products Subcategory: Single Hung compasses Mas hod: CSNMztlan Marie or LMhg dlwnk®pptlndcetrbesarl SVbcategow. HaritomN Seder Compliance Method: carwcebon Muk or Listing bMVa®mmwd.can an& Pr9dMAbCM.NMMe WWM CowlWAssiummoo PrearNOwedolion CantraatEedratloxnrlate Approved for Approved for Use1 lowiat Rod 1 l rs Z 1 a. agda;FaxerCiaselo3,quot. &gwtSmoah9br&Wxa;. e&M;d &quotlmWd&qua; (Noted FIbr9Ms IW312G21 NO Yes Yea WA < 60 7 Product Model. Number or Name SH-ww (Lags Mhab Impact) QuallivAssursince Ptlaaw SIIdMn.Deb Vinyl Single Hung MAndow 0700r= Amweived for tin Approval Ia1JfA>Z Yes ass ilea l Del Ba:bfon[ Yea Yn plasoDolmft Prs�dlrs WA aaa# 1 Pro3atNodat.WaNwrerNeeee HS 1SS FM and Fbrge Frame 73xS2 insulated Glass Edit a AfarNo for the Aaaf®rM latll((t$ No brlhe Jrgg� Outside HVHZ J3 Yes No gadon p P.maun .66145E 8quokchskcraftill or aquotcloulc4pB RceVo&quot Single Door- (() Islving or Outswig Conaguration J a' SHEET NO. 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Sage Elder 2■ 20 Dateparntlap 2a. PLIMINITAS 21ft mwiw of BIN 21H Data Pending &W R021974U Bork ED)1b 21111 20 Data PenOW 20 Set! is 1Nmd 1 4nobaself, a License Yam( VaNdaled AgkdW FOCAMareld And Ir1t version manufacturer Cellular E811anLi.Ntaee Visdobd as' Yam Submitted FOCApprovel Aapmead Mae Min version WAnUhWW CAMANd F■IarttilIcraePs VWkWA@d By VaffddM Submitted I=Aporoyal Appribined i!!m 3)1112 Y1>ndioa Baf*M Etslanaar&uesees Validated By Eldmekd FBCAsanlNl Approved mum& Revision 2017 Walk industries, hid. David WNt hoc Evaluation Service, LLC ICC Evaluation service, 1011192017 1omowi7 1012=17 Approved Revision 2017 a9Tek Industries. Ind. David visit 1GC Evaluation Service, LLC ICC EvaW9gon Service, 10116 017 1WIW2017 10r2=17 Approved R&VWM 2017 MRek marebiro, Inc. David Wan ICC Evaluation Service, LLC ICC Evskielin Sawa, 10119=17 10/192017 104=17 Approved RevWar 2017 Mnek Industries, kc. David Wert 8x Ev9Wrdon Service, LLC ICC Evaluation Service, 10119=17 101192017 1022/2017 Approved Casgoy: 811u011n d Components (314) $Si-7480 LLC. Calegari, Structural Components (314) 851-7480 II.C. OWagpry:Structural Components (14) 61-7480 LLC. Chebpoy: Structural Components (3 q 5 -7 6ubC91egoy: Tnke Phase dwert®mlldom (205) 596.9800 Subcategory; Truss PIWn dvvert®m8.wm (205) 509.9800 SueCaoporin Teas Plat" dwerlQmB.wm (200 6g&gg0g eubCab M: Torun PkMe dvrerLilmltcom (205) 59MM Complhmas Method: Evaluation Renee from a Compliance Method: Evaluation Report from a Compilations Method: Evaluation Report from a Compliance Maenad: Evaluation Report from a Product Erefueticn En* Product Evaluation EtWd Product Evaluation Ernes Product Evaluation Entry FLM97416 Product a-Mv�al!■m'd A ,Use Aril a !m■9t M PLe219f4M Produces A Lhe bAgs 2alm � B+aNa A, -ad for A■ .fors Use lmaas orange MA Product Medal.Mumhrrorllame ILLS Oumkk NN4Z Resistant P-ressaira Agog ProluctModel. Number or Name In.HvHZ Outside NVNZ Regime Prsemrs 220 Product Modal. Number or Name Product pasorapson Contract subteen Dolis Ind outside 1 Paamrs AMA Product Model. Nuesby or Hail Product Description codrmexobtompda In HVHZ 2ubds.Lt)m ) pressure 1 M1SSH8 18 ga. super high strength trues connector pub 0110112023 Yes Yes WA WA 2 Mule 18 ga. trusts connector plate 01/0112023 Yes Yee WA WA 3 Mr18HS 18 ga. high strength truss wnnmbor jute Dimla023 Yes Yes WA WA 4 MT20 20 ga. trews connector gal 0110112023 Yes Yes WA WA 8smh acids Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PSP i of i 1Al2a8 FLM914M 91911 Enw Bak 20t Dab pending Ra Inn Variation carried Emire9LdeLkfm9 Ya 9Y 7! Sum FBCAo¢m191 Alalrsvel AMR Revision 2017 MRak Induatses, his. David Wad ICC Evaluation Service, LLC ICC Evaluation Service, 10119=17 1011W2017 10222017 Approved cowooy: BUunmN components (314) 051-7480 I.I.C. subcals"! Trull places tlwsrlQmO.eom (205) 590-OW Comph Ma hod: Evalustlon Report from a Product Evaluation, Eliffy B618Z es CMEft Assurance, Approved for Use Approved for Uss 0= Row Em.g Product Model. Number aNamur Product Dialoreclikin A gidtadm Deb inmvmz Distillate, HVIC Roahftd Fes. 5 MT20HS 20 ga, high shength truss connector plate 01101=1 Yes Yes WA WA lingLgdift F7fa627aA Bade i ma Vmitpn hurealiedurear Revtslen 2017 Weyemasura Category: Structural Components SuaCabgiar. EnpMMemtl Lumbar Complaxo Method, Evaluation Report iron a Product Evaluation Entry FI#68274t9 Products Ems 4 TJ Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps t a1 ifiswe EnfltiLor 21k 21k 2ate8rndm 21k Carried EaplOs![eLl■Ma Yaddatedlar yddw Sulwitted F&CAgma1&1 Approved AMR Rob B@kWn ICC Eveluaeon Service, LLC James A. 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Mffnbwor Product Description N HVHZ Bub" t&16 BukNll Primm 1 High Strargdt Concrete Licata 4, 6, 8, and 12 inch wide seals OW mans Yes Yes WA WA ARMLQSNM Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page i a l 1/6201s 20 Entity 20 Bak Ode Pond g■, mm VwNe 11YOutawim Co Sneakiest Ally vWM.eed ev vat submgbd P@4.Apmm&t Aaomoved 3♦IffiN Ravielon 2017 Weyerhaeuser Rob Baldwhi ICC Evelu ation Sarvls, LLC James A Reiman, P.E. 0627/2017 Ge2M2017 07/03/2017 Approved Category: SbuolutW Components (269) 9244476 (608) 839-1344 Subcategory: Engineered Lumber RobarLBaNadnlieve e Compliance Matlod: Evaluation Report from a eum.wm Product Evaluation Emig PLe662740 Pmduola Cuellar Assistance knogyndforLi" Amrm" for Use ElSg tmwm Doskin ProductMoeLNunhaes N HVHZ 2t NIt Pleasure 1 Mkxollam LVL Laminated Vanier Lumber 031312019 No Yes WA WA Islands c"Hanis Florida Department of Buss & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew l a l 115120141 F 221111! Entity 20 21k DetePaedhnn 2MI 112 vm 1koubcWmr co c.,.,_In*4,,. & License Vim[ 1(MeYiedSubmitted FBB.Am[eral Ap1xM&d Am& Revision 2017 Weirahsuser Rob Betlwm ICC Evaluation Service, LLC James A Rothman, PE. 05222017 o8202017 0711=17 Approved Category: Sbrrmlral Conpamde (253)9244478 (608)830-1344 Indicates": Engineered Lumber Rdmd9alorvm@4eyshha Compliance Method: EveluWbn Report from a esea.wm Product Evaluation Entity PLOGW4tB Products &MU1! ProduetYodeLWonbororrlacs Pam, i R.Shftt Prs91Q 5 W ayerhnuea Ran Board Oriented Strand Board Ran BOW 031312019 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pta17744t8 226 Entity, at IYna Version Eeddoor&Lrsau Revision 2017 Commercial Concrete ProducWhirc. Robert Glad THUY H. HUYNH Category: Structured Components (813) 6%-"07 PE-60122 SubCalapory: Produces introduced es Is Result of PncasgWaitYahoo.wm New TedMOlopy Compliance Mamod: EvaWion Report tram a Floods Registered Architect or it Licensed Florida Probeelonl Engineer PL#17744M Products hot ProductMedoL Nu mhaor Nos Product Description 1 Quality Precast or commerdal CorrwWs Products Pradest and Prestressed Concrete L lotels Page 1ofI 1=18 no 21111 DaftPoridina 21K varAlmd m Y1,151,4l ilYamgmd FOC Ano[KW A➢p■Nd am& Jahn Hoy 10/142017 101132017 101282017 12/12/2017 Approved (362) 58"311 Agoroltid for Use AppDntWf4tlk9 blood 2eHi■ contrast mwkabon Data it, HIM Gubakb Nvr¢ ITS P 08252M No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pagel a i Florida Department of Business & Professional Regulation Pelletal items Building Codes and Standards 1/62o18 Product Approval Application Detail FLM2TlM trade EatihLor 211s good 2RkPAR9lm 20 mm Version mmdmWwt Contact Broadest A Licensevave.maav 11 Submitted FBCAaamal AbDriand3■I& Revision 2017 Wayarhasesa Rob Belmrlu ICC Evaluation Service, LLC Janis A Rothman, P.E. 08222017 08202017 0710=17 Approved c awgoy: Structural Cwponatls (253) 9244M (SW S3&1344 aWrCabpory: Engineered Lumber RobirLaiMwkQweyairke Compliance Method: Evaluation Report tan a euaawm Product Evauation Err* 8l1.�.Prs9l6k Apanwyed&t Ues Approved for Use Impact Rmft Aga Product MoslNumber orNam Product 10.E outside Plsamm 2 Pategen PSL Paters! Strand Lumber 0313112019 No Yes WA NIA sonsch Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of2 329/2019 code Entity or Date e Deals Pendlna Data IYBS Version Manufacturer Contact EnaE Inner&Llcenu Validated By Validated Submitted FBC Approval Aooroved Status Revision 2017 Gut Coast Supply & Manufacturing, LLC. Eng David Denial S. Kuhn Locke Bowden P.E. 10M2/2017 10110M17 10/172017 12MV2017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 SubCategory: Metal Roofing inlofsguifcoastsupply.com Compliance Method: Evaluatim Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality A -am, Approved for Use Approved for Use impact Destm, Sea# Product Model. Number or Name Product Description Contract Expiration Dale in HVHZ Outside HVHZ Resistant Preswro 1 0.032&quok Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/AJ over 15132&qua; Plywood -109.SPSF 2 0.032&quok Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 1S&qud; Wide 04/122024 No Yes NIA +N/A1 Roof Panel over 15/32&cud; Plywood -I I &OPSF 3 1&qua; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/AI-131.OPS over 15132&qua; Plywood 4 1&qua; 249a. Vers.Loc 1&qud; VerseLw 24ga 16.5&qud; Wide Roof Panel 04112QO24 Yes Yes N/A +N/Af over 15132&qud; Plywood -138SPSF 5 1&qud; Versal-co .032&cud; Aluminum 1&qud; Vers.Lw min .032&qud; Aluminum ewer 04/122024 Yes Yes NIA +N/A/ 15)32&qud; Plywood -101.0PSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qu0t; Gulf Snap 24ga. 16&quot, Wide Roof 04/122024 Yes Yes N/A +N/A1 Panel over 15/32&qud; Plywood .116,QPSF 7 1.5&qua; 24ga. Vera.Loc i.5&quot; Va-Loa min 24ga. 16&qud; wide Roof 04/12/2024 Yes Yes NIA +NIA/ Panel over 15132&qud; Ply x..d -123.5PSF 8 2&qud; 2493. Medal-ac Mn 24 Ga. 2&qud; MegsLoc 18&cud; wide Roof 04/12r2024 No Yes N/A +NIAt Panel over 15132&qud; Plywood -108.5PSF 9 24 Ga, Gulf Lok Mn 24 Ga. Gulf Lok 16&quok Wide over 15f32&qud; 041122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 041122024 No Yes N/A +N/A/-93.5PSF over ix4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Look, 04/122024 No Yes NIA +WA/ 18&quok Wide Roof Panel ewer 15/32&qud; Plywood -108.5PSF 12 26 Ga. SV Crimp Mn 26 Ga. 5V Crimp Roof Panel over 15f32&qud; 04/122024 Yes Yes N/A +N/A1 Plywood .156.5PSF 13 26 Ga. 5V Comp Min 26 Ga. 5V Crimp over 1&32&qua; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ge- 5V Comp Mn 26 Ga. 5V Crimp Roof Panel war 1x4 Wood 04/122024 No Yes NIA +N/A/ Purlins aver 15132&qud;. Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga, Gulf Lok 16&quof: Wide Roof Panel over 04/122024 Yes Yes NIA +N(A/ 15132&quok Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quota Wide Roof Panel ewer 04/12/2024 No Yes N/A +N/AF63.5PSF 15/320uok Plywood 17 26 Ga. GUIfPBR Min 26 Ga. Gulf PER Roof Panel over 15=$,qua; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF FLS=4M 21111 Entity 20 Bak DOWFP ndim Zak im version lkrslegaed: Submitted FBCAnaman Aparraind! sN Review 2017 Wcgsmaeuser Rob Bak" ICC Evaluation Service, LLC James A. Raixnad, P.E. 0612=017 08r202017 07103=17 Approved Oatmom: Structural Components MS) WM-6476 (M 8WIS44 SubCWAM: Engineered Lumber Robert.Baldwi n®v/eyema Compliance Method: Evaluation Report from a WOE= Product Evaluation En" Omft Assurance, Approved for ties Approved .W Use Imad now= $mg ProductaodsL Nusvrpf Product lativa OubLys assistantP 3 Tbaenitrin l LSL Lamdruated Strand Lumber 031312019 No Yes NIA NIA somfokcrawk Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page2af2 aQ81201e Qualty Assurance Approved for Use Approved for Use impact Easton Sep# Product all Number or Name Product Description Contract FxolrWlon Date In HVHL Omside HVHZ Reslstam Pressure 18 26 Ga. GulfPBR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins war 15132&qua; Plywood -151.7PSF 19 26 Ga. GOPBR On 26 Ga. GulfPBR wer 15/32&qua; Plywood 04/122024 Yes Yes N/A -NIA! -154.7PSF 20 26 Ga. GUIIPSR Min 26 Ga. GuKPBR aver ix4 Wood Pudins over 04/122024 No Yes N/A -NIA/ 15/32&qud; Plywood -151.7PSF 21 26 Ga. GulOilb Min 26 Ga. GulfRib over tx4 Wood Purlins over 04/122024 No Yes N/A +NIA/ 15f32&quok Plywood -164.2PSF 22 26 Go. GulfFhb i 26 Ga. GUIfRIb over 15/32& of Plywood Mn qu .Pyv 04/122024 N o e Yes N/A + / NA/ 23 26 Ga. GutlRib Min 26 Ga. GUKRib over 15n2&qud; Plywood 04/122024 Yes Yes N/A +159.2PSF N/A/ -159.2PSF 24 26 Ga. GaliRib Min 26 Ga. GulfRib war tx4 Wood Pudins war 04/122024 Yes Yes N/A -NIA/ 15/32&quot; Plywood -164.2PSF 25 29 Ga. GWRib On 29 Ga, GUItRlb over 1x4 Wood Purlins war 04/122024 No Yes N/A +N/A/ 15132&qua; Plywood -123.5PSF 26 29 Ga. GORR, Min 29 Ga. GuffRib over 15132&quok Plywood 04/122024 No Yes N/A +NIA/ -146.OPSF 27 29 Ga. GuliRib Min 29 Ga. GuI1Rlb over tx4 Wood Purlins over 04/122024 No Yes N/A +N/AI 7N6&qud; O.S.B, -101.OPSF 26 29 Ga. GORR, Min 29 Ga. GWRib over 7/16&qud; 0.3,13. 04/12nO24 No Yes N/A +N/AI -116.OPSF Seach Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manutscunrar: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVRZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL We From: ALL Data To: ALL Cl) to U N Q 0- co 0- (Q O (n O 0 Q O Q� 0 LL cn O � /LL P co -0 �a .- \.4-3 U) YL f MWI Q z z LU J �/ 1 SHEET NO. PA 13 s