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HomeMy WebLinkAbout3266 Lytton Hall Drf. ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FUR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher DPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Budding Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL !FORK SHALL COMPLY WITH PREVAILING I NATIQNA.L ELECTRIC CODE. PLAN EXAMINER ////// MEAN ROOF 15 FT. HIGH TYI FOR SINGLE STORY HOMES 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. � 0 � zg z�z J a V, 0 0 � "' w �V — 0 w Re M U � o m N W — 8 as ,_ N f M Le ,' Er 0C M - _ § U O _O o .c"m ¢ CS & o Al B D. N.� N N W Z Nag e' z LL o 0. W V ¢ CL Zp�; oa t71= CP 4` �C C� vC)/�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €06 3� Lu a�fF Wr[[r�LL Q' VZOU VVVV � W a � J •--• w w O � o L LU z z E w o o a U U o o� N z Z� < oC Egg Z W T-1 Ln LLJ � F R � �LUW7 a z oO, J rl W z Z ~e 6$ 1174 1,0 Cal O g = ¢Xrh .-I a cn 1 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION No' 4n0 SHEET NO. CS fir'. A D S3 I,@ H.B. T ■ mcn AOcn W I ' co 17'-0j" I T °� OWNER'S SUITE rB CARPET 5-SH - - - - R&S - - - - X BUILDER TO'- N PROVIDE W.H. APPLIANCE O PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'4pg" I I I I I I I 6"DPr I W. I.C. 1 CARPET 7 `L I 7'-8" I I I I I l;s,J I I I I I E TIE - - w 00 G `14 S3 54" I o ' N (4) 2x4 #2 SYP STUDS FIBERG W/ USP HTT4 @ BASE RROU 4'-0° I FAMILY R M I 9'-4" CLG. I CARPET 23'-08" rn 2668 HANSON BOX @ 36" A.F.F. DRYER VENT HRU ROO EDGE OF SLAB 2" BEYOND WALL K S3 I 11 I 1 1 I l l l I 1 1 I IlXI III ¢ L K (4)2x4#2SYP S3 STUDS W/ USP HTT4 @ BASE I X I 0O I 0 I I 0 I W I > j I co I I NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN I I FIELD. CC ----- ----- S3 D G.T. _ I I I I I I I I I I I I I I I I I I 1 I o o TYP @ 1 STORY A S3 Cl?' O ^ v 60"x36" SHOWERJ SS D T ---to &S O PT W OPT. D �I 2:12 VAULTED CLG. AHU R.A.G. - ILE � r 0 8 8 3'-10" T-8" 10-108 IP 3068 -0" ' I I ENTRY 8'-0" CLG. T I _ 9'-4' CL to 6" 11'-7 ' n 6'-10" `� -HDR AT T-4" - -- R&S ----- _ 2668 iii° 4'-7" 8'-8" cv 5' 1 `'3 I I 4'-0" _� 2668 r 5'-4" �`' �' - R&S 14'-6" I 7'-6" o oo I o I ' PATIO CAFE c7 8 0 CLG. vi CARPET O / 1 0 5068 B.F. OPT. I REF. BEDROOM I CARPET " 2, " 10'-4" 2 BEDROOM 3 " 8 -0 CLG. CARPET 10'-q" co N a Z co 0 W `�' rnio - J I I 2'-4' I I 068 B.F. BEDR OM 4 1 8CA' PET 11 _ rn et o ` - - _-_ _-_ _-_ _-_ _-_ _- C------------il 1 D.W. 1 0 o - PI _ o cP to �O COO A W / W r Q ry 20'-6j 3L U _ TFFP - ILE SI Kw/ ISP 2'_ 5'-3 1.0 c? v / - / ao ■ / I / AC PAD / / I �� PANTRY tnw 0 FLAT L ,n� 5-SH 16" DEEP ^ m � NT I o`ac 1 I ' I 2" t=1 c7 ( iio TYP 1 STORY A S3 TIE - N FIBERGLASS SURROUND N M ----- - O O � --- : � - H B� EGRESS EGRESS A OS3 O WJIM111i HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" 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 184X37i S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 184X71 j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. 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. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND I11111111111111111 - ••• 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 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN B EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4 r=1 r-0" (GARAGE / LIVING) CO zo z� z Q i a same tj un C9 0Q) a--'i crn w •U - 0 W C F U W ~ oa o0 m N N M Com U MM a Co N Us00 •2 rn o ro ^ Ln (I o 0 De N C" D•C NI N so � 0 N�2 U Z W z LU -yam w LV Q .g' o c+. a in 3 LL www. 5Co%. I/R O F E ` ` `\��\ 1_(111I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Wo za r F"Z"U z �0 W A �W�W�s VFL® 1...1.. �-- O � z Z O �3 'p �JL o 0 _ �Lu Lu b z 0 �5�LL Z Z 01 ,-� LAI & 0 �i J Q W Z is,az $W0 !�Z N Ln Z z t 6S 0 i ° g �W SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4x0_ SHEET NO. 1.0 rA c cc I� MIRROR OWNER'S BATH LLI— I L-71—j KITCHEN ISLAND OWNER'S BATH KITCHEN 0 co is F 0 M KITCHEN BATH 2 0 M O N 0 F- INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" � o � 0 z$ z� N� w 4--JN �o 0w Lhc �r ru V L U ■ . o0 m N cN, c� N U C os00 Q W)g x Q C t .w I� I � z 1 �' z° r LL 4 kj cz dg�LL� a LU W w V <' .� ZL V0 as lop g N 003. ; 4-7 xzz"z.— J r) �f�lr��`fttftttltt'<4�t0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W ZQZZ Q yZ%aa� W Qt� v�.Z 0ov QLOa L '/� V) 0z W L Q W F�® z ae 0 C 7 0 (1) = FW- Lu Z Z 0 J r1 LLl � 6 W z �a -I C13 °0 Ln cm Z Z g L = O z rn SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. 2.0 A. 9. 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5F_� HEEL T.O.M. HDR HGT. 12 �5 12 12 2__�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED T_ WA CEMENTICIOUS +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 �5 T-0" RIDGE VENT 12 512 SILL i PROFILE ELEVATION 0 DECORATIVE SILL FRONT ELEVATION - B1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Z:�_ _ T.O.M. ----------------------------------------------------- - ------------------------- -------------------------------------- HDR HGT TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. FD (TYP. ) F.FL. I SCALE: 1 /4"=V-0" LEFT ELEVATION - B1 SCALE: 1 /4"=1' 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 JC 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `"CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SO. FT. O z_o z�® z a a Z c/) C9 CZ ai N 4--J w (1)(0 �u — 0 w La Ln U L1J o0 m 04 C" In _ ® f0 M In N 01 U <C rn 5 v euf� Oi Q O B D. N V =Jl ppff N N Q t! eo ' Z LU z G.' z° z w LU a Cn w �. Z V� " 's�r m 7- ZZ WWW.j( cok 44, 01 RROFES`�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. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w zga fF CCC¢i v z O� 2 u U `J` w LU ILL, z U) 43 O � U QZF— z ° 9� *fN.,j Cr ILL Z J .. W .r. az� Q Z Z $ z Z N Ln co O g U LU = �� ,-+ a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. 3.1 O co 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. T.O.M. _ 6'-0" SPECIFICATIONS HDR HGT. 1 -011 EXTENDED OVERHANG TO TEXTURED 01 BE CENTERED CEMENTICIOUS ,on o ON DOOR FINISH ON C.M.U. co co (TYP.) REAR ELEVATION - 131 SCALE: 1 /4"=1'-0" 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 1 I -Off _ _ _ _ _ _ _ _ _1 f-011 12 5� 12 T-0" RIDGE VENT 5� 14'-0" RIDGE VENT 12 �5 F. TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2'-0" CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 : 1 /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 61h Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. O Z th — o z�Z Q a Cn C9 a) C 'N W p •V — OW Ln vi U m o0 N W ®~ N c+7 i9 t0 o _ U O " "00 rn Q eLo v Oi Q O I N N 40 Z � �•N'�,,�zEza z LL " Q w i5 W Z U..moww V a o- m m zN) M�� a C'J W atf� o fFll o `• Qcom z_ * •• L ,,. F E S St\0\�`��� �Rf0 rfllllllz�� 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 6 W <ag Fd io;? 0. O� _ O Lu Z V �oi-I` w J OfLo W �® L W g W Gr IlY 1 T•� Q o o �. z U _ a. Q t�P a I- 0 � f c�om� ��eQa 01 $� 10., Z Z LU '-1 Lli di a Z J rl lJ.l � a F o � In Z Z � �Ng m r Z W = V) �z s XI .-t 0- to o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO' 4n0 SHEET NO. 3.2 J 2" 1" � 2" N `NOTE: FOAM TO BE USED ONLY WHEN VARIES ^ 1'-10" 1 1" RADIUS 3 1/2" RADIUS 1/2" CAP RADIUS :- �M CAP fO REQUIRED BY COMMUNITY ^ - 3/4" RADIUS N co SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" Na BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES 1" OPENING _ VARIES 1'-4" 0 22n VARIES 1 �n N VARIES rIN 1" 1'_0" 1" 1 1/2" RADIUS 4" 3 ' 4" 1, 2" 2 1/2" RADIUS Xt s � N� .- VARIES 1 �I�N f'7 32" 11 34 BASE <D CD N BASE SIN 3"1" Tv 1 " 1 n g �n d° a a" N "NOTE: VARIES 8" 2" r 3" FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" C' 1'-6" 1" DETAIL TO BE 12" 2" ZD BUILT W/ STUCCO. EDGE OF I 2a" ' OPENING 6' ' 0 1-1/2" THICK 1-1/2" THICK 4" 101, CV ryf 21" 10" 6" iv sa s z s � s s ui la ch 3n d N 2n 4" 3n 6" 2n 2n N cn UJI � cn LU SIN I �12n 1-1/2" THICK 24" `a T 2'-4" 00 54„ 1,-4n 3" N o 1„ 12 �- VARIES E' N LU - 22, � M 1 I • VARIES VARIES 4n JIB 8" — I �13" L" I I 00 I _ 2 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 0r0 OPTIONAL 1 (0 i R6e W 7 2 44" s cD v R4q" v 3n all L 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" " 2' NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14" 1'-64" 14' 1Z" 2-1 1 �" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54" 3'-8" 7" N 1" 4" T-0" 4" N 10" 1'-4" 10" r o s 00 � � � io - N N cm 1" s CV (V MF- �STH 12n N� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Ouu I r O� 0 !90 zo Z Q __j Z U)tn 0 Cz � N LUI� p •V OLU _ U w ® —T ca N pN M C a3 M =g? U '�i 000 �r� " o ¢S, o tLOgv 9Qo A 1 B D. N N Z W DUE z N V ' ZQ o�y a N yG �r V �E°' Q � Z Z � W Nam O v V O WWW.FDSENG.CO 110 C" 0 N 0 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 Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o w Zaa f Q ZDoo�U Z' 1 $ 82 J F— d W L LU Q g O W }U f 2 U = Er LU9po X� f o f'V U.1 Z�Z� aw Z� UJI Ln ..CZ g q Z Zao L n Z Z tu— 8 {77 coJ O = �`f rn SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. F1 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wPPEF WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET F0v SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR X* 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN "t ,Qt EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pa PUSH BUTTON SWITCH (OPTIONAL) 200A INDOOR PANEL NEMA1 200AMP #14 copper to lights & outlets Al2 copper to 20 amp ckts #10.2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 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. �o PUSH BUTTON SWITCH - DOOR BELL I i PER SPECS \ SD SMOKE DETECTOR / to CO CARBON MONOXIDE DETECTOR AC PAD / \ _ _ / GI CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) p, DEDICATED RECEPTACLE USB TELEPHONENSB (OPTIONAL) WP H•B• FOR MICROWAVE RANGE DISC. HOOD PER SPECS © TELEVISION (OPTIONAL) GFI ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL - .1 DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT ^^ RECEPT. VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" 0 u O Z c Z Z Q d U) zCZV) 4 J cn w (D(Z o 0 "' (.h c 5 i� ~ U m N w _ N Cn p C M Q rn '0 gv �Q Ci B D. " c N �O � � N O O Z lu�iR z z LL �T - yLU W V < Z OrN� d Q o 49V) .6 mm y U0 Z U)ME°� W -4RM Q <�o7 o 11 Li WWW.FDSENG.COM 0 N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 i Tampa, FL 33607 www.LennarTampa.com o IA Z W� �ZUO Q U 0: Z O uZJ. /"\ Q U 5ce �MP, u_ L : Q off® z z Z U Z J Uj W Z �� 0 J T 0 1 «� 0 z µI o he c F' w cc N Q ZR, Z0 LU Ln L]j �j adzs Q ~a 8 1— F N Ln Q Z Z � �CeZ ZS m O rn Z g = 9 ¢Z ,--I a Ln o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 4w0 SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b U y pP�' SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SO' IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be venti lated. 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 SO. 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. O� U Z C" o Z c�COy z Q_ (n z Ln C9 4--J cn w 0 w � M in N w ® d M 12 m cM C N U oL LL s o � Q CM .. Lev ai Q c A 1-A -: N �O N �A O N Of yt 00 V N Z W 'C-" z z Q u W � q °' w W C �3 V ¢NCY)ILL s� m z UL L-K. WW `�'WWVV.Fp6EMCOA4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� za 7d'f �F A°c�� 01i �'j A OFaFO 14 L � g JJ T J W UU = CL LL Z 0 U 98 J O womb IF�ZJLr) Z`'., ZWQ � L / Z Z U S �./.� Un LU T � W r-1 a V) o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4wO SHEET NO. 5.0 m 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 55'-10" 1'-4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE OR 5'-75 6'-43" 5'-28 7'-1� REI FFSEE PLAN. FOUNDATION PLAN IBERMESH SHOWN ON 1'-6 s � a 6 -0' 6 -0 6'-0" 6'-0" 6'-0" t; � s" . - , F I % '. TYP @ 1 STORY 3'-0" w z U.N.O. —�---i �w S3 H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ BUILDER TO w I ; : 4'-0" 12'-1" ; W.H. PROVIDE APPLIANCE (2) #5 REBAR I O PROTECTION WHEN REQUIRED I VERTICALS in ■ ( I FILLED CELL I . - :: : PER FBC 35•-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO ;_ I: K N I J COUNTY ONLY '- S3 k.S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-73,"'-9" 4'-10" I VAPOR BARRIER ... .. :: I: I ■ ; — CJ GJ — CJ I 4 7t o, `h 5'-3" 1' 10" 3'-6"`° I O M 00I ih -3 1/2" I - - _ _ I W/ (3) #5 E.W. S3 �._ .._ _.� �— 3'-5" SLOPE 7-1" �� i� 2'-6" x 2'-6" x 1'-0" I � I; AHU I I VERTICALS wAR W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A N K CC I S3 FILLED CELL I °Q � S3 S3 CJ — — — t--I— — — — —�C...... .:.. ........... --J q .�.... iJ I— — --- -- 25'-10 g-io ■ 00 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. c� INDICATES FILLED CELL w/ 3000 PSI I i i CONC. GROUT FROM FT. TO BEAM PROVIDE /2 x 9 W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. OOR I r�-4" SLOPES I L S3 o in 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE4' ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0':O' BELOW FIN. FLR.::: : ■ ' ' ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 401 � LOCATION I ' ' ::... ISTEEL"-----.---- .■ .:::::::: . » .................. . = 4'-0" i i 16-10" •12'-10" o STEPS AS PROVIDE 1 Y" RECESS / I I REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. ........... LOW WALLS 10'-104" CONDITIONS WIDTH CJ — — — — — — CJ —I— CJ ; ■.------ l REF... CJ CJ � ■ F — — ��— ——tom— — �—:�� — — — — — — — rt+ — i — — — ' II I — — — — — —oil ° TYP @ 1 I i I F 71 1 CHASE TO ISLAND ; .:� lao t ( I STORY U.N.O. _ o D.W. I N = 00 I i� �� 11 S3 `nv rn i __—�— -- I I i SINK / DISP ; ; ; ; } t M I -3 1/2" 16'-0" 2 -g4�� 6'-10" t 0.-0„ ' r i C] ----------+---------- —+----------- .---------I-- -------a------J ■............. �............. .. .......... ............... ......... .� .............. �.................� �... ............. ... .............■ V-9Q" I 3' TYP @ 1 STORY U.N.O. A S3 2'-1OXul" 1 5'-1 5'-O" FOUNDATION PLAN SCALE: n"=1'-0' CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 ;:;:,;.:;- : -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C I <1v C9 � Z g Z Z Q a U) Z cn U (1) C 4--+ W Z � 0 W �in ~ f13 U W 1 �� m N e�M M U Q _U_ o Q rn to a; Q d Al I 01D. N N Z Eq �W M6A z 0 E (. 4 oe o t9 y:,e-gNS m LL ZtN'Rrp�o1Not, ¢ a Fly M.0 t_]I .•tea _ !f� -/! (_���� {�. 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. Len narTa m pa.com o W za Lu Z J r-Z"0, 0. �g§1- j 1 J Z °� U_ � > Q Q g iUZ O L.L U = O� T' 0. Zo 0S o ?x # N OW Z^I'�� LU Ty '-j Lu Z W zz ~ I= F S NZ � LO Z °Cal= z auj � 0- v) o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 6.0 m UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H .5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 145 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2"& 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. / 20 10dxl-112 J HTT5 4350 3740 518" ANCH. l 26 10dxl-112" HTT5 3225 518" ANCH. 1(28) 10dxl-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLT L 518" 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 1165/1070 ** 1005/915 ** 8 -10d x W JUS26 1115/1060** - 8 -10d P Ht JS 26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 - (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 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 -10d 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 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 "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 645 555 12-1 Od X 1 /" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) B) (A) (+ 1 OR 2 PLY CARRIER 141-8 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) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS L ROE 1 OR P LEDGER �A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE:/4'=1'-0" I F a ly LO CD Z o Z Z Q a V) 0 4-r W "V — OLU E �N N M N W _ N M rh Oth N U =LLB o Q rn an w S i ¢ d o N N N C4 wz- 40- W �° w _W16w > =LL a z o' ,� LLZ y � g' W \19ilFfil o ~fDSEN .COM to 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 Budding 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 Lu z�a EF Z W¢oactr "ZSU Q zoli ^ 6.L 0 � 0 a O2��o � Q }U Z LL y C J QW L OV W CC = LL- o wO{tI O t L01 O %0 0 .JN az Z�0� f J LU Z w CC L u� Q C7 Z Q Q ,FF kD LA Z t- rn o, g = .-I Q- I Ln 1 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. 7.0 1. I ao rn N 00 S 0 a 14 .C'4 O O 8F8-1 B/1 T 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 8F8-0B/1T 8RF6-OB/1T - Jill . O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F20-0B/1 T 8F441B/1T817401B/1T 8RF40OBAT 8F321B/1T FORM & GROUT SOLID V J __7 QWQ O N W � J �U 05 BAR CONT. 8F12-1 B/1 T O V LINTEL DETAIL SCALE = N.T.S. i Cm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- 6/ 1 T tNOMINA1. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT priecas nteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° � d G—.go—C.M.U. #5 REBAR AT TOP LU d' MIN. (1) REQ'D 4 1-1/2" CLEAR ° Q � o G Z GROUT D < n ° QJ Cra ° C.M.U. d REBAR AT = w O BOTTOM OF a w W ai 4 o LINTEL CAVITY O 2 y n Lu ` `� -BOTTOM o C 6 O� REINFORCING C u. t7 ¢ � 7-5/8"ACTUAL PROVIDED IN Z- o w ,r, D D � 8" NOMINAL WIDTH LINTEL Q " b 3 N 5 REBAR AT BOTTC rn � � cep �o �, �o AS INDICATED (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 CF O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE:1/4'=1'-0" V'0 l! n Z g Z Q d Z V) 0 cn W �o "U — O W ITO U m W � N �N M _ U 1 O 0 "00 -00 cu Q rn c p U') Q v s� Ci B De N c� ,•�"--�' v, N O b U) Bpi Z uz G,' z c n YJ O=U:) o =ivww.rb • �"�� 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 �o w Z g< H Fz o -zo �?UU U g OD OD STuo L Q Z a. y o f Z F- D `J -a z Q U = W o z 0 a 5 0 WVom O N _j O g ^�L LU 01 LL Z J W K � Q o '�-{ LLJ $g N � Ln Q Z Z � IR Im O t Z LU En Z ¢w SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO - 4n0 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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: 11 " GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN WAND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4. 4 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONSH A SUCH S 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 0 USS S IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 The sign shall be a eric s a be provided. g 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. IrrigatioNsprinkler systems including all risers and splay heads shall not be installed wi in V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is requlrea 9. FBC-R R318.1.5 - C Crete overpot�r and mortar along the foundation perimeter must be removed beore extenor sa treatment. 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and kmgation. 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 certficate 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITYTO REVI EW ALL DRAWING BEFORE S B 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 FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. l0J 0 Z co Z coZ 93 Q a U) z cn c� d--J cn w G)ra M "U - 0 w ITO t/� = E U W CD n0 n, g_1 M `� 0 U,-- = to Cl) CO O N 4? U Js CM t"C0 Q �i Q d Al BDs N C B•D C .N-• N V � •ry N Z W Z z F' U) U W N N W a; lL C ^ 0. � O V a Z M. go W LL � .-� xvw .rbselCi F`SM\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com w� za o�oo Z W Q Z z _ L o�c g® W Z Z C_ `./ J N3 O G < O 0*1 u, �j 0 8: ZLu Q ~a W T-4 joz 6 � awu U J r-1 Qa � 12 z Z zzi 8 m Ln z g = �LU .--4 0- cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. SN 1 •v x J N m I rn v 3 a ll all N 8. E E 0 `v 13 0 i a z 0 8. J M rn N w J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: r FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + T + + + + + + + + + + + + + + + + + + + + + + +C-0 + + + + + + + + + + + + + + + + + + V-0" + 6-0" + + + + + + +++ + + + + + + + +++ + + ++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + i0 + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking—, 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high Zor--21sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF 14 HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR q _ o 0 1 �-0" o 'r' Ict GAS METER V CV = • 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) l6d 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) l6d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) l6d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) l6d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) l6d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) l6d 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 Glulam Beam Boise Joist Blocking I Ica 3" flnril nailc at R" n c Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. 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) \�T DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK F BOND BEAM w STD.90° CONT. #5 a BAR CONT. #5 I HOOK BAR 7�s_ #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN j PLYWOOD FLOOR SEE PLAN FOR REQ'D ! SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI —MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN L OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max • � 4 max. Clinch nails when possible Tight fit TJI U 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearir Location Series De th End Intermediate ® 9-1/2" 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI6000so BCI 6500s®, 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" j 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/8" 1 3-16d 3-16d 14" 5-16d' 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6"" A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 'DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-3" 1'4" 1'-11" 2'-4" 2'-9" 3-2" 3'-7" Any 16" joist 12 V-0" V-1" l'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (1t) 16 V-0" V-1" V-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" V-1" V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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. SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.C; TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ 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 Ai� Backer Block 'op 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements n 00 0.6 X Joist D 01 `depth 00 I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • . SEE PLAN FOR--'°• • FOUNDATION INFO ' d. • ° STEM FOUNDATION GRADE - a r 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 12" BELOW GRADE WIN PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q e G rp Z \ . a • � d 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 G a ' .d • ° d ° All G a e, ° Q .Q a d I' I a SEE FND. PLN. SIZE &REINF. �O 0 0 z_CD z�z mot: a Z t) 0 4--+ w C� o *V w c N V LU m o H = p0�C', C l6 M O N QI C) 7j �"00 ¢ CM U, Al I B D. N C B D C 'Jl N A - V 4n O 00 V N NN 1 :2 �' zz �i inLLOL. W ^ gl LY 4J < ZQg� o H kit LLI L co •a'4a FI)S 6o rr < e •, E 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com H UJ za O�zoo Z ace J �z 8 R1 �1 LJ.J 2 � F.Z z N J �3 -a T-4 < o W 0 = T� V , ,—I U f boo 0`� J jr d0�� W Z�E � J W � � L11 Q Zo N . 41; Z Z a co1 O) W Z o ° a- Ln SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 4nO 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 "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. 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. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 -A (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT " . D ' ° _ Q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD %M' ° :TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH — — TRUSS (SEE UPLIFT SCHED.) W/ 8-1 METAL PL. UNDER EA. TRUSS /Z MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION *EDGE N1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 — — ELEV. VARIES INFORMATION. LUMINUM DRIP ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. val 7/1 ME 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < X-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 1 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0-0 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21r x 6 W1.4 x W1.4 ATTACHMENTS 21' 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. 31l2"MIN. I Q ° ° ° ' ELEV. 4-3 1/2" Z a4 o a a4 a a 4 0 4 ad c 4 4 A.F.F. p '. °° 2x4 CONT.d a a '� _ , ° .. ° — —fib 1/2"(min.)-4" o ° °T 1/2"(min.)-4„ O g c° d o I la a c v oo d 4 d d ° cV 31/2" min� 4'� P • n rrc n- ° �� . • GARAGE DEPTH VARIES-7 a ( — — 31/2 (min.) - 4 a c a 4 4. Q e TI-I— V (2) #5 CONT. (2) #5 CONT.4" {—� — �'rT T'rT N. 4�� 1 ��„ 8�� U.N.O. MIN GARAGE SLAB AT STEP rB-'� TYPICAL BEARING WALL STEP MI SHEARWALLrc"*�TYPICAL BEARING WALL @ STEPrcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 QGs �\fcOs�G�P EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M\N0\\ s 01 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \� eo 51 8"x8"X16" KNOCK-0UT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE x 10 J' BOLT @ 24 0/C W/ 2 X 3/16 (10)10d NAILS BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] BOLTS 6" MAX FROM #5 REINFORCING w/ (10)10d NAILS �+ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. PER MFR INSTRUCTIONS w FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U i o GRADE 40 MIN F = 40ksi =3 ° 1x2 PT WD FURRING @ 24" O.C.--/ GRADE N ° ° _ z 43 & #4 LAP SPLICE y X a m D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] a — — D (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z ' — > 25" MIN. LAP [30" MIN. LAP] CL 1/2 GYPSUM WALLBOARD _� — CELLS (SEE FOOTING MONO SHOWN o — _ w — ° _ _ 6 MIL VAPOR BARRIER R 1 7/8" U.N.O. FOUNDATION PLAN FOR CLARITY ° D D � � C °e. ' • ° ' — � FOR LOCATIONS) , p D I=1 I=1 11=1 I=III= 1=� N z #5 REINFORCING BAR — (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH :d o ' III —III— —r r 1x4 P.T. BASE NAILER ° III —III —III —III —III —I I I- z ° ' 05 I AP SPI ICF (2) #5 CONT. _ ,� I I II I I I f, tl I I I 4"x4" INSPECTION D ° I —III —III —III —III —III —I I _ _ PORT AT EACH NOTE: g ° III —III —III —III —III —I 11- N o ° 31/4" BASEBOARD *FOR BEARING WALL 1=III=III=1 I=1 i I —I I (=1 T COMP. SOIL. (COMPACTED TO — FILLED CELL TYPICAL _ _ _ _ — = 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CON C. SLAB W/ UPLIFT ONLY _ — co AT GARAGE CONTRACTOR I I=III=III=I 1=1=1=1 I=I I=I I=1 I=I I=III=III=I 11=I=III D1557) Trr m MIN PSI MAY VARY PER v7 TO CUT BLOCK OR POUR -III-III—III—III=III—III—III—III—III—III—III=III=1 I I=1 I I='' 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE "— =III=III_-I�I I�Iiii�ITiI�I �I I�-�I III=III_ CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/1c SLAB INFORMATION. SLAB INFORMATION. 00 M - 6x6W1.4xW1.4 °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► — - ? min. 4" BARRIER D D iv ° ov GRADE COMP. SOIL. • 1T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" 11'1 (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB �\ PAVERS--N SEE A/S3 OR J/S6—nL t ' ' ' FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR / 1'-8- (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z 11=11�11 11�11 11a11= 11- • " '11�11�11�II�II�III�IIE�III�IIE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT ■ h.r� �U�11 200 SEE AIS3 OR J/S6- " i I I I l 1 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 01 Q CONT. BEAD SEALANT a INTERIOR -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a r ;III-1 co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K 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 w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT - w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 %t SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, a BRICK PAVERS or SLAB PER _ � I I —I I I=1 11=1 11=1 11=1 I I 0-4-FIN. FLR. COMMUNITY SPECS --------------- 000 ♦ r r •//.cci�i�i''�i��'��ii'i�✓ PGG G 'G G 'G G, 'Q✓ l 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR " " " " CONNECTION INFO " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO ON 3" CHAIRS (TYP.) 1 8" I 1'4' I 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S�3 4 4 P111 nrnrnn rnn RIES !_• .. /_• %A14 I .. tA14 I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 —� ' MIN 7/16" O.S.B. SHEATHING 18 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYPUj SLAB INFORMATION. LU ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 Z GRADE ILLJ111=III e o. I —III =III=1I1=1' z w o 1=1 11=1 III —III —I 11=1 W °o o= I I I I I 1 a� I 11=1 1=1 11 Z z _ a _ I' 11=1 =1 1=1 I i 1=1 I I II 11=1 I M W III III-111-111=I I 1—III III=III—III= ' FOOTING II i I1111 i lI 111 iI I I ,l 1 a I I -I I I—' BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S�3 O�u 0 v z$ Z CID 0 z � i::,: _I , 0- E3 U) zClto c.9 � w � o -V — 0 w kh U EM mo W ai H N M C M _ U o 00 ='1 0 „ p N n.'o ¢ CD U.) rn< o •o N N LU Z LU U) W yam. a w � LU Q � Z Q��',¢ o 0 CIA LL LU . e FD t=Iv ~ I .a C 0� t x v ` I` v ~ C9 op c, �q. m e� 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. 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 2 Ri rrLU o za a ~ U) J U480 U Qz � Z LJJ 0��s Q CL a z Z DC 4 06 Z OW V = TT V , Q o W s fV � Z Z< a g Z w �E Cie J Ln Lli 2:Z W g aQW8 N LU�2g �O Z Z tja8 m ° ck g LU < o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. S3 rn s v CS .s i U z a Z y I Y i 0 is S. rn N Go .12 s s rn a N 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT 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 DOUBLE 2x TOP J4— TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 PLATE jj INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL J TO DRAIN 77 2x xBLOCKING @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 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d IL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 - 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP-) SEE ELEV. 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 x x SI%S)ON SP2 w/ (12)10d ' NAILI� AT EACH STUD —DOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) a O/C FIELD 2X4 PT STUDS @ 16" O.C. ID 1 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT KD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN C. MAX) EMI STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT _ _ __ REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT I � � •• _- __ ill III IN III!- ��III I�I�LE ��lII li�l�l� ��III HI �!IIII IIII!� NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION - - - PORT _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED LOCKING P. ) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. PLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. OISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2' PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J �— W o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ` SCALE: N.T.S. a a SCALE: N.T.S. A . BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S(cF 0�, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL . x J-BOLTS AT 6-3/4", 1-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° o THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48°SPLICE STAGGERED J-BOLT TRACK BRACKET 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 V-4' (1) (2) (1) (2) 1 (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" 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)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 270. 4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a °a a ATTACH ALL J EXTERIOR STUDS W/ 4 161:ITOENAILS TO P 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 J SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS j'RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPS0 SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w co 2x TOP PLATE V2-16d J 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. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J 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) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —I Od NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED oi N o TRANSOM FRAMING = BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM 2.1 PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 011 O U zo I z a z V) (D 4--J`r' w � o .� W � � U w € ~ t3 I- m m P1 FO 10O C,_ ® oif U" Q rn o o rn C' av B �• "Al � i� N O d) '0U) N. V N Le 00 z .N$.o .i N LL o .2 Wi a f7a LU LU Val Z H ' o� m t= &L Z� 1 . O ' mod`` • wwW.F`nFF.M165 ••5L.® J N J , O!4 rio,�l��/tilllklEl`��l To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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 Wo za �DUU W W tiC J 1 VY m S�,LLN L < gLU O W Lu = Q1 u) Lu oho o < W��� U O 0 iu&i� W a z ZLn U_ Q di Z N yrj� a co Z LUJz r .-•a a (n s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER 0P6 FOR 2x6 WALL USE 1. @ 24" O.C. TOP CHORD BLOCKING FOR FIRST FOUR.74 NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 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 AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT IMAX. EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF, 16d TOENAILS 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)1Od 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 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S`55 SCALE: N.T.S. Srj TITEN ON OUTSIDE 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) l Od & (2) l Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & 0•C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T' ON TOP OF PANEL pq BLOCKING, FASTEN WITH M 2x4'T' ON TOP OF PANEL 1063" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18)1 BACKNAIL W/ (2)16d NAILS Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N A SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR N M M NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° Co SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 12 2"x411 CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 1, " @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (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 FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (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 & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF Inc LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS F . EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 1Odx3" O/C „ " OCATIONS TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER I NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 1 MAX. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS 'L- BRACE W/ 10d @ 4' O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 62 F --]F— - II II i, u ' u u CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT U1P TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) BRACING w/ (3)1 Od x 3" AT 0 z w • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C. TYPICAL ML4 GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. aqI�I■I I,I I, =�1■I �11 -rl■I ARCHITECTURAL FINISH NOTE: , EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'4" 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"xl 11T SDS^^ ^ —VVIY I. DGMRII\V GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 51MF'SUN bF'Z W1 (1Z) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y6o CORNERJACK C7 Y a Q w z 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 O Uf� z8 zCO z ¢ a w o •O W �v) — M U W E mn (D M 01 G U .1 cn o�oo .c " o ¢m t LnSL Q d E I �e "� = T NN ' N$z�z U) Z W dM04 J �a�LLo_o - N W V a t C LU Nis Z 03TU o LL LUUJ zz v k CO fff' �UFESS\O ffff . l�ti , To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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 U Z< OawU 2WI� J g® E 3 Z Q '4 LL.I Z a UCH 2 0 Z UZI 9 o00 IrA Q LL j0Oi-1 t� � LU � a Z Z ''� E R!i J rl Lli z ~z r*j Z a�8 Ln Z Z tj O g UJI = aw Uj 0- cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 4vO SHEET NO. S5 0 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL L , UNACCEPTABLE INSTALLTION DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING " „ 2 ROWS 3/16 x 3-1/2 TAPCONS ( FURRING #5 REBAR AND NAILED W/ 8d COMMON °� 6" O.C. EDGES AND 12" O.C. FIELD 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP) ♦ ' BLOCK@ SPACING 11 PER MANUFACTURE 1 DETAIL ix8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. 90° HOOK JOIST 2x BAND JOIST W/ FACE NAIL tOd MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 �� DETAI L (TYP.) STD. 90" ♦ @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BFILL OTH�ELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" �� TAPCON @ 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT :7 :::7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER DRYWALL 1 EACH END W/ MIN APPROVAL FOR CONN.rx4" TO PRODUCT%LAP t:7L SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. O.C. & 4" FROM EACLJIL TAPCON @ 16"1x444 (2) ROWS 3/16" x 3-1/2" — —I Ev TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRINGSIMPSON 4" FROM EACH END +2„ NOTC @FIRST COURSE HGAMIOKTA 12" O.C. @ w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 10dx3" x I ♦ INTO BANDJOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /41' DETAIL +5n NOTCH WEB AT THE ' FIRST 2 COURSES ♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS 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 = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2' -0" 8" i SOLID W/GROUT Ir 1 PLY PRE-ENGINEERED TRUSS •+.y 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 i/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK ' SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS • 1/2" DRYWALL ­\ SCREWS & (5)1/4" x 21/4" 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"x2 1/4" TITEN = 2150 #) 2 x 8 45n 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL 1N THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. , (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERHANG---.*' BACKSIDE TO FIT ARCH (4)1od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL.• ' CONNECT W/ 8d NAILS BRACE/ BLKG. ,. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) () %' W/ 3 #6 X 4WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x FRy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �� + NGTN „ 51-011 11-0 SCALE: N.T.S. SS 12 + —PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 01&NISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + +BLOCKING A ° `p WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ' /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT p ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 -08 " " 5 12d NAILS SIMPSON () + + SOFFIT + P ' 10„ ° p ° CENTERED W/ p o ° M H BLKG. & BUCK (1/ w 2X6 TO 2X4 H2.5A 0) 2X4 SYP ... o ° °� IN TOP o 1 X 4 FURRINGKNOCKOUT/ 8d NAILS EACH TRUSS _ o Iq KNOCKOUT / c14 ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °� — MONO FOOTING p vr PROVIDE 2 x 8 DIAG. BRACE ° AND PER SIZEAND VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE �, 12d NAILS SEE LINTEL ILS SECTION DETA BRACE EXCEEDS 24" BUCK - WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T S MIN. OF START OF TRUSS COMPANY OR 2x4 - P o CLEAN FILL ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY '- (MAX. 4) 0" BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0° SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. EXPANSION BOLT (2 1/PER WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ANCHOR) 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 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 & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE � U NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• .. p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _ �--+ ' [> o ; n w a A REINFORCING AS FOLLOWS: Cn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — g * PRESS PANEL REINFORCING INTO PLACE. o z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ ,' a EXISTING FOOTING (2) #5x6' IN CONC, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cn N FILLED CELL SMOOTH. DO NO FURROW. ° DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >, . o `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p A' O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M - a REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° �"0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN.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. © J U C9 r' zo z�z arid 4--J W Oroo .v W 0� La V w� o m U 'C N �LL00 C alAno ¢ rn ,n FL 7, o A 1 6 D. N-C " D C N Z W N Z z a W ° W V Q.nCY) Z p-S;�Q a is y o�� m �E�� Q g g N W N Q M• 0 LLZ ;\;41ttt ff� o • . Z \ —O `'i'''• a.F� o•`• .v '' rifl/IltiEie\\`�\\ 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. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Is Za Lucq.C? U 0 �1UlmLu �W L Q a z �3 N -p ri � Ov J = CJ) LL R o H Q� o z a� Q Z 1 � J � LU Z Lli X Z8 F z N � L�li Z o m O o, g = �f 1-4 a V) s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 4n0 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. CB 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 H Hi TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� e TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL—\ OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /-ROOFYYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. '�7A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: NTS HIP G.T SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d 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'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL 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 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: NTS (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 SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO 0o REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^ M-r 1 r% A 1 n OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. A F__�A SEE PLAN FOR SIMPSON MTS18 w/ (14) - J 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 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 K22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. i �-• MASONRY WALL BELOW: SIMPSON '.. 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 a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHEDI SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS - 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 ROOFNVALL 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 \111� DETAILS &SECTIONS L I lJ C9 z$ z�z a z t/) U 0 -13 � W (a o �U — 0 w 9 �LA _� N U ce onCn W N N M co aN = Q? �Jj O O " U pO�p .5 O y Cn ao ¢im tnQv �Qo B D. N C-B D.0 N O III $ jV � Z LU ��NS z Z w� U) Q fn LL w Lu >.'LL'um a z H x LU C" I1 a o U V F VV \\\\N\������0 -. </ _ J �� �. ul W QJ �O�Z ° ' z O O F E S 511�N\ON I rlllllill 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 o uj za ao°e00� 48,0 Q 2 �%pW Ec.f. L < ' °�'wo Ug® O U fZ n GC I— N LUJ rn 3 F !"' n r C' ' O ZW Q J f U = �-q U) J oQz 9~zo a F LU N Q Lu LLo z � 9� J Ln w Q w z adz-§ ~ a $wo <Z N z ZS ° m z �4+ Tw Z. SCALE: AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. D1 3 m v x O N 0 J N Ln I d 0 3 N 9- E ►F 01 13 LT 0 ti i i U Z a I Y 81 J a> L� `^' ^ "4 WEATHER ✓E BARRIER & AIRILY SECURE WEATHER RESISITIVE BARRIER U HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND bather 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 COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING M ra 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 RIM JOIST 8 2 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER .,� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER OWN O O O 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 BOND BREAK WRB ,NSF LATH 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 #Oin 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all F 0 y O U V z� Z � z� Q a) a U) 2!: V) (9 Q) u, 4--+ w .V w OLU � � U M m CN w ® - - C WCM,2 g? O O N :9 , 0GO 0 o Cc ^ Q rn �S.v �i Q o B W. DO N -C� ,, N �O Z z fs z W iILYi Q N LU Z O 's O H e, N Z -A� LL W a N<M� o O v V O WWW.FDSENG.COM rn 0 N 0 o 0 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 o �o za t'z0O O P . 0 20 ��Ij A �Cc,! w v/ pJ 8EZN i 0 a. w z 1 O �3 �Q Z U LL RO LLJ 1 9 UD ZVT'i*, J Ln LV aZ� r1 uJ 2 u tV Q Z ul ��S 16 � Ln rn Z g = f SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. W P SIMPSON iiii March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tooling and Estabkshing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method fir Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: i. ith Lowest ultimate of three tests (or average of 6) wa safety factor of 3 2. Average bad at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services QCC-ES) revised AC13 Acceptance Criteria for Joist Hangars and Similar Devices in October 2018 to incorporate a methodology to evaluate products to tiro 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector beds to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until SG=118 when it will be re-evaluated by Simpson Strong -Tie. Please visa on�tie.com for additional pertinent information. If you have questions or reed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E, LEED AP dw(BDW Engineer, Southeast U.S. Branch Page 1 of 1 ",- . . 2221 Country Ina McKimay, TX 75M Phorr: 972.542.0320 Fax 972.542.4139 W",4tQ^aoe com -I✓' - `u' .-4._..: J _ 6 . Y y„ y, ... robY �" `[' .::? '4't.-'MR ry J` i 1. Y ..�:j,f, k`MF iu'... 4e /, A3 FL17244-1 ESR-3455 A23 FL10446.2 ESR-26M HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD2163 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT66 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS18 FL10458.22 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 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM20DB02 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.61 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10e67.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 F00852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3456 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL172192 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-26M MPH3516 FL17240-3 ESR-3447 WM1418 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3465 MSTC40 FL10852.11 ESR-21D5 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/1125 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2SDS2.5 FL10441.4 ESR-2330 PAU68 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10458.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2813 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2813 RT7A FL1723B.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244-30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTt3 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FOD655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM2008D4 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473,19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM20D802 - - - LGT3SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) ,January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01.67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smoott�Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 pat ThermsTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40D psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors WB (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential W ridCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 pat D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,arx1847 Single & Pairs of Doors FL11537.1 N/A (see inst ant) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 55M FL.239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 55M FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underisyment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Sorel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & 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 FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and 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 ,i co _ to OL N U �\ �{/ c O O CU �\ CU Ca CO O O .L 0 L O .w Cn a) t/ Q Q C 0 �2 �� 8- .0 VJ Q Q Z W J (�1/)� V/ CU M a< ICU W Z Z Q J F� SHEET N0. PA 1.0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page, ova 17J122016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page3as Florida DepaMlant of Business & Pm%uW * Regulation Buding Codes and Standards Product Approval Application Demll Peps I or+ /a2ols Florida Deparbro t of Business & PrdessWnel Regulation Buldhg Codes and Standards Product Approval Applkatbn OetaN paw l a, „wle y Cn(� (� O L L Q � � � � (� �a Vvlt/ ♦ ` ♦^ ^ v � v, a� `V � ..� U � V O C �rL � Q O _ CU � CCr„t,— - T� V (^ L ' I nee g�� � � � U ♦}�+1 v+ CU CU L Q Q CARS Boo= 2AL 211111. 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IOng, P.E. 17H3rA17 12M32017 121t1R017 02A3/2018 Approved Category: P.dalor Door (479)298.1T10 PE-43109 (813)767-fia06 eubCtellorr. SrAnping Estafla Door Assemblies dckwanwbwgconsuearas. Method: Evskalon Report from a em Floods Regitared Architect a e Ucemsatl Florida FradalofWEn lnaa g P - ou lftA—ce Aom -41 fa Us, ApCrYedfa Ua �i fhlleD INA product MedN. Ntenberm Name Emilwil InGdollm C,,t—t �,ftvtl- Date m,HVZ Oubtillim Builod Pro— I a. TMrm*Tm Flbsr laslc and mndoth•Wa Nominal 66Ji &q MXwHmpaQ&paN; Opa9w 121311=1 No Yes No WA Composite Edge Fibagbss Single Door On bring trAtg: X carpgund-) L � �-g � am �� � Dm Yamya Gtfomr IarrM.&ltrre YrllmlmLt 1m101ma Lull ffi� Am®md 1rl Re," 2017 Tlwmtw•Tm CorpwWm Rik Vftht Mail" AOCP*db on& mown J. Keg, P.E. 722M017 0&212017 f2/J2IIA17 APDreued Casper. B4erI0f II ON0/1r1%2fI Wdoc MenspanswAaW+ra 1f1�7672666 awcbawy: IefraNi Elcedor DmAeermbees ddmnmrabldpcensisbn". 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ORES, AR66, Ross 4m11LArmlar nokiLamomm SOW Pon (min. 25 9*.)Doubb4w(WT' to 1a7 06121202e wily VA DOODEM74: W6 Garage Door AeEmatfor .Use, AmaadffiJme Nvw amowLt= lie Yes mites Bob= No lyems EeMaN +37 PSFN7 PSIF 2 105SH 52k64FWFWngoFrans l0/SOSkgWHung t0mwe No Yes No +60A60 Cin O Florida Department oBusiness & ProfessionalegUa on Pagr,or, W Florids Deprtnard of Business & Prokesioifal Regulation Bulidli g Coda and Standerds Rom, a l was Florida DeparlrtNnt of Business & Professional Regu Radon Bulliifg Codes and Standards Pas/or, Iffl o+s Florida Depaftnellt of B1aIMa & PrOfsgiOnel Regulation BulMtg Codes and Standards P41 or 10500+s Building Codes and Standards Product Approval Application Detail 1211212018 Product Approval APB DOW Product Approval Application DetailProduct Approval Application Doll EDIOLaL Gmt Gam gate Pend-20ilJtlA Elt� MOMGam Lag Ylollffi tllmm6ahter G9tdl6t Endn•aaLnme validated 131 Yalm= NWOM FBC Ammral A9itang NwU /� go mfm MENM 1110111111101 21117 lmm� a WAl M owns" eaWgay wbsane , llred C :boss s s Moan Cllreden Mwka tJw lrrmLt gm" AwasmAMl 3&ulkd t rent sower AmWkW ArdrlwW* resat M. Uk k PE (717)3eeaass M§Mbrm Aseodogm (717)31744M psregarLne�adaaw Qrt fits lmmmd Lmmr1 121312w7 01311211,17 gr<P Q! MC Amm1m AN®1 OtA4rA16 Priam Approved Reis no IymN RevYem 3617 esmdilaw POT WAU*l« Cantu-wAdoan aane.rsry: Find Oweaellee West Coadbos tan Mat w UdIna Bolba[ goer" bibEEALmlrl Mddmmlk Deem Runt MbnaDeds 1111000 - C ER 16bu44)nde BCCO- VAL (941)48"M (7r)3,6-t6a0 dmwm pgadudd-=m gam am gN.gdml Yalmlm Blip" MCAaamlm 12202017 12CM 17 gma ANrNd 12rJ6720f7 mom Approved rob BM Immlm Wv"lon 2017 llmbom[ POT Industrials sub abprr.don Comp aeamy: oamM rind OeaPaatee Ileamot CatmlraHon Mark w LAwi grout go" IumbuLaimme INNisom Dean Rust M nmWade 8000 - CER AAWIA Dede BCCO- VAL di a1)4a8-0Md (78S) 3752390 YW.com gee go Ydmmd Ado m 12011=7 129912017 amLbam gel FacAmp@lm Aa®ad 12r,4W7 own Approved Revislon 2017 FL616aN4M Proatta MI Whdowa and Doors cesgory: VMndaue subcategory: Its rdal Sllwr ComPNn<e Method: w Usting Bredsearoa Amakn Arcnsodmaal Steven M. 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Lml 1 tat PW aMNKA� Jsmmgrdm. 2MU tL Ndmano 73a 72 Massed Gees 04093 D18 Allogioliftft Amnandfibr(mg In WAR!! amlmLt= No m.m Boom Y« lie on" bed +4&e0 AMA 9 amemimmaLmUMNLKJNM Iowa=PAW mom, p -1 QMINLAOMM EooNLROM kiss VNryl Fkwd WNdw D03W= Anowlevadfar Lim Anowased ftr Res lath¢ gomgLmm: Ya Yes NEW Bohm Yes go" ErMm WA bsi 7 wif-&=(Low Mice imisso gel As bmk&UMmdl yo go" lmmtt9nCalls VMO BYpb Nog MW- 07130= Amayed ftr the Astwayed In MvNz a"rm Yes for Use toad k= armor" Y« Yes gift Ermm WA 1 HS186FenandFlon Frans 73X621nsdated Cass 02A62019 No Yes No +66456 C O L Florida Dapeetarnt d Basins & P oksftel Repulsion F"P i a, Florida Deprtrifrlt of Bushes & Professional Regulation Psae+a / Florida Deprbrart of Business & Professional Regulation Florida D6paAneM of Bushes & Professional Regulation ova., a, cu Building Codes and Staidrdl Product Approval Appkod- DMI AIM Building Codes and Standards Product Approval Application Dad ImsrJOls Bulldhg Codes and Standards Product Approval Application Detail iffims Baking Coda and Standards Product Approval Application DalaN 1arJ0/s B1foa� w.es,4e„ g W P go BM mmm Rev"bn M7 mmuham TherrrlaTh, Cegenaaa, Osb—s B«ew Daaw wamlw es MaC;Wgair Swamps BDoorAaw al Cogaeaes MYrt esk"M Rewasa a Floods beg"ws al Aedaerd or s Lloss" Fral1M Sno wless trews ItmS go" kmbwAlimml VdMWIJkE lot VMiw Lyndon F. 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(4/6)ms-1740 PE43400 N13) 7w4m oa rldsealrnebaiMaoft van glm MINN SyY"W adowd wria017 101112D17 Rtlends tilde HRAmimm Aamssl 10AZZ=17 12M2MM7 NAM JIP6esesd aide INS MINN fl4nslen 21117 mobom MIN and Dove dlpsry: Via I Mum IlaaCalegatyma Daaeaa,es Mdmat Ewkraal ReWIllotn a Fbdit Pe-' , Anders or a UOWOW Flo Probwbns-1 9' alska mood lo*MKLlmemt Ylldmom memtswaga Luis RLomes, PE 8esven K Uddt, PE (717)SSSMW PE42514 (717)317-8464 MWr400 hwdsom Bess MINN awim mg Y6N1"m Limtm arthomml 1m23=7 10MG=17 1028/1017 gale AN®md 12n22017 a" Approved asb BM Yemya FWmon 2017 BAMl1lEriaOt YmishmL POT b0ushbs daft seecoftswCeae&ee7, innsasions CoOearweMdwt CbrtllfWm Mask or Lieft ingLu radar imiNKALlrsor NdkmmL L Dean Punt Mlyd•Dada BCOO-CER Mka&Dede BCCO-VAL 411) (9uavleo4e0 p66)316,7r0 MYd�pptlnAraM.aorn Best Rim Yalmrl &ROOM 121011=7 11ne12w7 altllNtm gees ffi4!m®m ARNOW 12MM17 ado Approved nub Dm Yadm pa-Immn 2017 lm&dmkmm Janos Had" BU*" Plodwb, ha Cebaayc ParwlNMe CereParetea MWwt Ev«rdon Repo( ken a Florida RepMsnedNdnled or a Licensed Fbrlde Pro"abnsl Enow ImlmLK ram" LM*r[AMm Yllmom Rniphig Zhu Ronald 1. o0aaf John SalthW, PE 7 PE-2N21 p62)367da26 (909)l Valluffisnoolair dilLCNn Rem gnat ROLMIM a Ylldmm Limmm ffi4AN®m 06252011 0610MM17 002M17 glm MONO 101102017 Lma Approved W M Q Z Q 8 C!immmLbk*mk lea! 9mNLAl m am0m" gam AmmaalcUM AmmleLmtme In boo and" gnm g�this B J LSII 1 a a sivoyGarCYatwIMMOL &*Ot rrneceaYr&ewt. mMgwt a &qesgCW=kCNM all�lA�a Em uLaw 6rO6c6 &lwtbMdgMaC OWwd Fba/bes tael2rt Says OM -M brag waMrii AMMMLVLVE AN � mJ� g�mymz NO MMAILgr tam" ammo Yes Y« alga l� 11N al 2 SM 9alreAmmme Vracsi Akwtnden Mnn = 12031=0 AN�Uss Aov>ao�Ur m 1. 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Product Approval Application Den@ t3111ateffi MdKX Yale aim RdLbo a Yale sm gore errerAarre MTEallmlt MLECod 18o aa¢eeomyr Amened Lim m< !lore atomOmot Pwe•am zou NNW L oatmeal Jae swimoK P.E Oa2M7 DLV=17 W7N1017 1MOM17 Approved Red * 2017 a V*dvn ow Dips (@M 34$QW P&M121 (36M 3e -M MtP+tonad.tOFWttaate, erweawpwr: musene d*Mm CaYpeYa Aldwtl: Eaktdon Ralph from • Rate R•9l+nnad Analfed or a Lkaad Fields pr0aalonY Enpkmew gooLA e■ AF MONAIC ma a OMEdIR E tear Yael■ ass■aroAr■ goemLandmoOL20 mddElZ Y(OYelm Bohm Groh ffiI awown impmfs 1203120m Yes Ya WA WA 2 6764 Florida Depwbnw t of Bueinaa & Profasim Regulation Pop l a 1 Biding Codas and Standards lames Product Approval Applcallon OMbl GLl12Li4U BAlmzlm Sob al&La lire elm ae-Ceae gam 20 me Mdm so loom glow AarnrAL&M IdgMAk MFIirW MEOW BkGAeaM hMMW ore me msi■ mmk*A o[ Flo Who 2017 j t Fbnb fafs PM*btu, Pbo*m s tin RaW L 0gsin Jaw btfrd, P.E 0&2611017 000&=7 OL20=7 1MM017 Approved RsivYM 2017 AYhs Caapry: Pail Waa Ome) 30e27 PE31121 peg urr-ma8 Caeea6 PWM War ffQMIPW. 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Pawl war nt4mpow4bdoldLatn sukcryoy: soft Caalpaawerd ok EMuadM Rpedaan a FbrW RapYYwd AMhbd wed LJoomad Fkrwa PrObub EnO1ww geataemem Arno ndlbrUm AeoraedShWm emu gosim Salim okl@W hym Blear mEre Im1 Vera or spa Will$MR 12132020 No Ya No WA 2 b.&"Dtyeaa T4&gtat MOM Florida DepaAnmrd of Bu*mm & Professional Regulation Papa 1 or 1 BuId61g Coda end Standards 14 010 Product Approval Application Detail FL Sob lots Yam giro WmGuraoa Yale mil Yarms ro■Wea gaeYet lmuiLe■! MFERmdlt Mmdrm AEtirLN OGAUmmi AmmM Lem Ralebn 2M7 LV. Thomar n, I m sip Ther peort kd*Wk ai Te y chdoom 2achory R. 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P.E. 082Y1017 OL0M17 0L2m7 10/1041017 Approved (OW a4e-2027 PE21121 (364 367-2626 Motown gmmL ]o ao®mdis■a ae■mdl<ge and Yore maNLRN§d/m Siva In Hym amoms HWHZ Bohm P- leaamad Imp enpilng 12/31202o Ya Yes WA WA Florida DepeMlxk of Sugma & Professional Regulation Poe / a l Building Coda and standards tmm/s Product Approval Apppeat m Detail a>tmtst pre gra oe.eea M are gmar mild■ m INIMM airEmd Glpam®M A■mrd a" kagwlam re- NYmkrrl Jan W. 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U—sed Florida Professional Engineer GsWM Ass«anN Anorowdf«uN Apprund„for U, b2ld Ggalm art $4$r.Gfal 4D Conran Exdrrlph Date 1n.tiYtii Resistant t OM2&wa Akreium SV Cap Min 0.032&qud; 5 V Crimp Aluminum Roof Panel OV122024 No Yes N/A -NMI wer 15132&qud; Plywood -108.5PSF 2 0 032&quc1: Plmbarm Guff Lek Man 0.032&qud; Aluminum Gulf Lok 18&qud; Wide 04/122024 No Yes WA +WA/ Roof Panel over 1 SW&qud; Plywood -118.OPSF 3 I&quct; 24g s Guff SW 1&wd; Guff Snap 24 Ga. 17&qucl; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131 OPS —15/328qud: Plywwd 4 1.grra[ 2490. VerseLoc 1&gilot; VerNLoc 249a I6.SBqud; Wide Roof Panel 04/122024 Year Yes N/A +N/A/ over IM2&Wd; Plywood -138.SPSF 5 111quot; Versaloc 032&yd, Mminum 1&qud; V"Loc mil .0328,qud; Aluminum wer 04/122024 Yes Y. N/A +N/A/ 1M2&qud; Plywood -101.OPSF 6 1.5&qud: 24gs. GUN Snap 1.5&pud; Guff Snap 2419. 18&qud; Wide Rod 04/122024 Yes Yes NIA *N!A/ Pala over 15/82&qud; Plywood -118.OPSF 7 1.S&qud; 249. Vers.Loc 1.5&qud; Venal-« Mn 24gs. 16&qud; wide Roof 041IM024 Yea Yea N/A +N/A/ Panel war 15M&qud; Plywood -123.5PSF a 2&qud; 24g.. MegaLec Mn 24 Ga. 2&qud; MegaLoc 18&qud; wide Rod 041122024 No Yes N/A -NIA/ Panel oar 1513241,qud; Plywood -10&5P8F 9 24 Go, Gu6L« Mn 24 Ga. Gulf Lok 16&qud; Wide wer 15132&qud; Plywood 04/122024 No Yes N/A +N/AA911YPSF 10 N G4. God Seam Mtn 24 Ga. Gun Beam 16&W d; Wide Roof Panel 04/12/2024 No Y. N/A +NfAF93.5PSF war ix4 Wood Pudms over 15/328qud; Plywood 11 24 Ga. GuKSe.m Mn 24 Ga. Gulf seem. 1 3/4&psd; Snap Lodi, 04JIM024 No Ye N/A -NIA/ 18&qud; Wide Rod Panel over 154120m; Plywood A08.SPSF 12 26 Ga, 5V Crimp Mn 26 Ga. 5V Crump Rod Panel war 1SM&Wd; 04/122024 Yes Yes N/A +N/A/ Plywood -156.SPSF 13 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crimp war 15AUquo ; Plywood 04/122024 No Yes WA +N/A/-131.PSF 14 26 Ga SV C" Mn 26 Ga. SV Crimp Rod Panel war lx4 Wood 04/1207024 No Yee WA +N/AJ Purins wen 15/32&quo; Plywood -156.5PSF 15 26 Ga. Gulf Lek Mn 26 Ga. Gulf Loll 16&quct Wee Roof Panel over 04/12r2624 Yes Yes N/A +N/A/ 1WZ&qud; Plywood -161.OPSF 16 26 Ga. Gulf Los Mn 26 Ga. Gun Lok 181,quct; Wide Rod Panel over 04/l 2024 No Yes N/A +NW63.5PSF 15/32&qud; Plywood 17 26 Ga. GuNPBR Mn 26 Ga. Gut PBR Rod PNel war ifia2&Wd; 04/122024 No Y. NIA +N/A/ Plywood -154.7PSF its a Name 18 GhNumMw 19 28 04, GuttPSR 20 26 Ga. GaI,PBR 21 26 Ga. GWBiib 22 25 Ge. GutfRib 23 26 Ga. G11fRib 24 26 Ga. GunRlb 25 29 Ge. Ggm6b 26 29 Ga. Gul Rlb 27 29 Ga. GraRib 28 29 Ga. Gullf4ib small Criteria Code Vandori: Application Type: Gregory: AppRcdlon Status: Quality Assurance dotty Contract E pled: Product Description: Approved /« use odeltle NVNZ: Design P..—: Data To: Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application DeWI MM 26 Ga. GuePBR Roof Panel war 1 x4 Wood 04/122024 Punns war 1542&quol; Plywood Mn 26 Ga. GunPBR wer 15AUqud; Plywood 04/122024 Min 26 Ga. GuIfPBR wer ix4 Wood Purtins wer 04/122024 15/S2&qud; Plywood Ill 26 Ga. GuttR1b over lx4 Wood Purlins war 04/122024 15/52&quot; Plywood Min 26 Ga. GulRib war 15/32&quct; Plywood 04/122024 Non 26 Ga. Gu11Rib over 15M&W d: Pi 04/122024 Mn 26 Ga. Gumtlb wer ix4 Wood Purline ww 04/122024 15/32&qucL Plywood Ill 29 Ga. GutlRr war lx4 Wood RMMs war 04/122024 15132&qud; Plywood Mn 29 Ga. GulhRib war 15/32&qud; Plywood 04(122024 Min 29 Ga. GutRib over ix4 Wood Punins we 04/122024 7/16&qud; O.S.B. Mn 29 Ga. GulRib user 7/164,qud; O.S.B. 04/122024 2017 FL #: 11651 ALL PToduet Manufacturer: ALL ALL Sidle t gory: ALL ALL Cornpnaneo Method: ALL ALL Product MedalNumber «n , Nu: ALL ALL Appray.d for use in NVNZ: ALL ALL knpad Resistant: ALL ALL Data Fran: ALL ALL Page 2 of &Mole Amoved r« UN In.KVHZ Yes Aowovad for Use out" .HV ti Y. Immtt Resmalt NIA casual PlsMBLe -NIA/ -151.7PSF Yes Y. NIA +N/A/ 154.7PSF No Yes N/A * N/A/ -151.7PSF No Yes N/A +NJA/ -164.2PSF No Yes N/A +N/A/ 59.2PSF Yes Yes N/A N/AI -159.2PSF Yes Yes N/A N/N -164.2PSF No Yes NIA -NA/ -123.5PSF No Yes N/A +N/A/ -146.OPSF No Yes WA +N/A/ .101.OPSF No Yes N/A +N/A/ -118.OPSF N N CD O - 10 L 0 Q 0 ^^O L.L. Cn O '�^^ VJ O O O W 0 U 0 MCu s0., 0 /Q- -0 .= vi Z W J YZ C: 0 aa� -*-no cu m alaaaaaaa� U) -1= 0 }n', W cu O L Q CU V/CL U O L 'W'^^ V, V m We G Q Z Z Q J a SHEET N0. PA 1.3. ��� zi�� 3 �li � ��� y�'y,�/� ,,�,;1� �,a�cs��F�