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Home My WebLink About2995 Moulden Hollow DrINDEX 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 SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AS or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room S3 DETAILS S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C ADJ orADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Red. Return Air Grill Radius S5 DETAILS AFF or A.F.F. AHU or A.H.U. Above Finished Floor Air Handler Unit FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle SS RETROFIT DETAILS D1 SECTIONS & DETAILS ALTorALT. Alternate FIR DR French Door REF or Ref. Refrigerator BC BF Base Cabinet BIfold Door FRT Front FT or Ft. Foot/ Feet REINF REQD or Req'd. Reinforcing Required WID WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room BILK or BLK. BLW or BLW. BM or Sm. Block Below Beam GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RND or Rnd. RO or R.O. IRS or R/S or R&S Round Rough Opening Rod and Shelf - L. Imo._-.1.... s..y.dn. r_ PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SO FT or SF or S.F. Smoke Detector Square Foot (feet)1 I Jyn �' - - ` PA1.3 - PRODUCT APPROVAL NUMBERS BRG or BRG. C Bearing Carpet HB Hose Bibb HDR or Hdr. Header SGD SH or Sh. Sliding Glass Door Shelves I -- -•*-� � — -��-- — ' CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights- CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir -��---' . , _ �..� ' 1-.=-=`-- - �rT� .•' - -- — f -, �- CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. COMM or Comm. COMP or Comp. Column Community Compressor INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space STO SW o S.W. SYP or S.Y.P. Storage Shear Wall Soutinem Yellow Pine1:1 EllE]FIEJ CONN or CONN. CT Connection Continuous LAUN or Laun. Laundry LAV or L TB TEMP or Temp. Towel Bar Tempered ^I or C.T.Cont. or . Ceramic TNe L.F.Lavatory LF or . Linear Ft. THIKN or Thik'n. Thicken ElD�jCT 11177 JJD [D E-] or D. DB Dryer Door Bell LL Lintel Length Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block-- Top of Masonry ._J - � ClF-1El Ell E-11 El DBL or Dbl. Double M GT Management (room) TOP or T.O. P. Top of Plate DCF DEC or Dec. Decorative Cementitious Finish Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring - -.._-- - ElI ❑ 1 ❑ DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window J u u DIA or Dia. DISP or Disp. DIST or Dist. Diameter Disposal Distance MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum TYP or Typ. UC or u.c. UCL Typical Under Counter Under Cabinet Lighting - - DMF Decorative Masonry Finish MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise - DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VS Vanity Base - DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical N DVP or D.V.P. DW or D.W, Diverter Valve (plumbing) Dishwasher OE or O.E. Owner's Entry OPNG or Opn'g. Opening VL or V.L. VTR Versalam Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) - - ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor i E5 EQ EXT or Ext. Equal Exterior PKT or Pkt. Pocket (Door) Pl. or P.L. Parallam WD or Wd WDWHDRorWDW. HDR. Wood Window Header m EXP or Exp. FBC FDN or Fdn. Expansion Florida Building Code Foundation PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) — wFXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener - 5 FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) S g REVISIONS 08-20-15 1.0 NEW BASE PLAN 00 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES oMEAN Q 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES O° THIS DRAWING AND DESIGN IS VALID E FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 0 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC'CODE. ^C1DE CODE REFERENCES ARE SUMMARIES F ZEPHYRIiILLS ORDINANCES am OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ci e i a 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 REVIEW DATE N� - PLANS EXAMINER 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 N N c 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. c'� Z Z z Q a N 0 �r.0 o .0 W U mo '® M8 U Of ti `di o e D. NN C� N N $o rn x Z z° U) Jr,,.,Z: azo �� a t7 LL ti; WWW.f G.CO J h O� go. �0 �'fiirr,r y,ff I lud►Ea�``�� 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 - Residentiel eth Edition. Engineer's signature and seal is only for the structural engineering porlions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Sure 2001 Tampa, FL 33607 www.LennarTampa.com fiS 5 a Z L Q Lu a =_ � 0 Cr LLJ o o u = U UJ UJ 1915 0RE o„; tom Z �a Z J Ln LU rl LJ.J 4 rn Z Z m O � Z _ rn ,-+ a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION No. 4nO SHEET NO. C S 51 tY LO y tz a 00 A A H.B. T EGRESS EGRESS O O I \ I ■ M AC PAD \ ----- r 36 --- N 16P I FIBER GLASSe� I N I A 'v =tw I SURROUND S3 R NG - - -o � TYP @ 1 - -- 00 I e I+ 2 STORY \ 0000 20'-6t' H - 10'-4" 10'-4 " `� 2'-4 I P 5 - OCry \ I N "� TILE K w/ ISP - - - `r4 T I c �" MCC) o CAFE 0 D.w. 1 BEDROOM 3 BEDR OM 4 O 8'-0" CLG. PATIO Q \ o o OO J - o ` --fi BEDROOM 8-0 CLG. 2 CARPET �' G ILE 0 8 0 CLG. CARPET w o CARPET I _ _ _ _� C _ � 8'-0" CLG. CARPET �Q � oo��OV uic`o z I OrO1 _ OPT. N `� REF. I <q I 5068 B.F. 068 B.F. 4'-0" 11'-78'1 - -�-- - - V-10" - - 4'-7" 8'-8" 5'-4" 14'-6" I T-6" N It - - - - - - - - - - - - - - - R&S"' 2668 M 2ZI) 48�L, 1111117- - - - R&S HDR AT T-4" - - Ar-------- ---23'-* T-10" T-8" 10'-108 ^u° LO r { O I A ' ' ENTRY 2 o T - FAMILY RM 9-4 CL 3068 1 8'-0" CLG. to 9'-4" CLG. ; 2:12 VAULTED CLG. N I I CARPET - - R.A.G. � 4 O 868 (4) 2x4 #2 SYP- 7G.T- 1 STUDS K STUDS W/ USP CC y, HTT4 @ BASE S3 S3 I to C71 � -' &D AHU ' I « 1�n' $-_ _C 'G. U I NOTE: ISHED I I I WALLS TO BE I I I I 11N cW FLUSH. VERIFY IN I I A S3 5.-4« ITILE 4._0« -{ OPT�D •PT- Ilia cD a c�� FIELD. 11' l TYP @ 1 STORY i - - T I I I (4) 2x4 #2 SYP STUDS ERG S 11 1 I pp� G W/ USHTT4 @ BASE SURROU D -- R&S �ii I I O I I a 33 I ------- - -I I C, I I ih 60'k36" HANSON I I C, I I SHOWER BOX @ 36" A.F.F. @EDGE H e OF SLAB 2" I WI I I DRYER VENT I BEYOND WALL I I p l l `r° °' 2068 T- 8j L T�10" THRU ROOF =rn 1 T« - .1 - 3 -0"; 2668 7t�« I 20'-0j" x I I O�I w N �II--1-- ' ! `�" I �, 2 CAR GARAGE 1 I 1 I r OWNERS SUITE _ _'I 1 01 - W. I.C. T 8'-0" CLG. 1 I I 8'-0" CLG. TB - 00 + -0 CL - I _1- . 8'-0" CLG. I I 2'-6« BUILDER TO I I I I I I CARPET TIE . CARPET I PROVIDE I 1 I I 1 O APPLIANCE I I W.H. PROTECTION 1 I I o 0 SxSH iT - - - - - - -- I J tO WHEN REQUIRED N PER I I I L I 6 DPr R&S FBC T------------ , A D H.B.T S3 S3 T-1 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 4 X 25 } S.H. 13 20X38j 184X37j S.H. 14 20 X 50 1 18 } X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20X72 18}X71 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1113 27 114 X 38 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. iH5 27jX63 26X621/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 } X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 } S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 � S.H. 36 54 X 72 52 4 X 714 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. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 aG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL MMMMMMMMMMMMMMM INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN Bel EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4"=1 '-0" (GARAGE / LIVING) z M z a tJ) C9 � N w "V w ry U w who�$ M myyN 07 M M ¢ 5; Q o MD. N ,l VVV V r11 N N c' ,k co .. °' Z6 z �' z� .4 05 W UH Z N$< p ce N 5 p!5 $ LL •oM _m �1'1 wwwA� "• • ry f v �OFESs \� 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 ;a a~ 0 2Z�� pp §Z T J lYJ GO - ; CL 111- CC j Zi'.i N O 0 _ LJL U)uj /V� [ ' T Wa 1.L Z W Q tii � z Z M m O 06 zS g W = �W f T-i a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 1.0 9'-11F. - --- j MIRROR 00 _ 4 - - - -I F i - - — - - - - T_I o -- - T] - - M 1 O t OWNER'S BATH OWNER'S BATH BATH 2 t co 3 9 Q a -'�— HOOD -d LA L�j :==�11 4 q fV N 00 OPT. RANGE REF. / 0o KITCHEN ISLAND KITCHEN KITCHEN N N O INTERIOR ELEVATIONS. SCALE: 1 /2"=1'-0" MIRROR OFU fA IN ijE 10 W. S � Lu 1 4nO z� z a CU <„ � o •V — Ow U all m� N U �" o LO � o e D. I N t- I o co 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 3 TAB SHINGLES. ROOF ,. - �•��--,--'-- y— T �� INSTALLED AS PER MANUF. SPECIFICATIONS 1 Oar - ---- ---— -- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ❑CII .�TEXTURED MC]LJFEIflF1�_, 177 [7-1 p [7 El 12 5L<� T-O" RIDGE VENT 12 5 2 12 12 1" x 9" SMOOTH TEXTURED FREEZE BAND -------------------HEEL � F5 ih — — T.O.M. HDR HGT. — — TEXTURED CEMENTICIOUS p FINISH ON C.M.U. co (NP.) ifl I F.FL. +3" SMOOTH \—TEXTURED BAND F2 14'-0" RIDGE VENT 12 !;z__ �5 FRONT ELEVATION - 61 2'-0" RIGHT ELEVATION - B1 : 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 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 wells. • 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided In the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or 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 SO. IN. OF NET FREE AREA / SQ. FT. z z z a Ln 0 w •V — O LU C) 120 S(Dth N � C,) w asell 1912 M m OO K ¢ � M� 0 Q D.� -* N r0 yy N U) li C257 LL . of W LL a ZO;��< �o Z a A LL In _94 N o Q' �f•'\AS E %p, cc: LU i 5 OQ` •• F 1. i ROFESS\ /�` �i/�fi/till I Ettltt`t\\� To the best of the Engineers knovdedge, information and belief, dre structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ath Edition. Engineers signature end 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 �1 $m R N W �E® a W LU -0 U) O z W 198 0 J .' oC N ^ Cc LL � w w Z Z W J Ln ri LLI LU z 1z E $~ g * 0 Z g LU T o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.1 TnM — — 11-011 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 T-O" RIDGE VENT 12 12 - ,IMF-Ls-L�.-_=..1. r + =�-= 4 6 ��.Ir V F - �.rur. 5 REAR ELEVATION - B1 1" x 9" SMOOTH TEXTURED FREEZE BAND SHINGLES. ROOF - INSTALLED AS PER MANUF f -T` �t� I 'Y �r� 1 1 � 1 I t- l I '-9•�`I �.�T. --_ a _..____' _� J_ — ..4 �. 1 , _ — — _ _. SPECIFICATIONS I I I r t_mm I - — T.O.M. 1' 0" 1' 0" - — — — — — — — — —----------------------- HDRHGT. ------------------------------------ ----- --- --------------------------- 4. TEXTURED 0-41 CEMENTICIOUS 2'-0" FINISH ON C.M.U. (TYP) TEXTURED o CEMENTICIOUS Q0 co FINISH ON C.M.U. (TYP.) ------------ ------------------------------------------- +3" SMOOTH -TEXTURED BAND LEFT ELEVATION - B1 : 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 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 ventileted.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 SO. IN. OF NET FREE AREA / SO. FT. CD V- 0 z� z�® a Q) 4--i w •V — Ow V) � U w M C) c t° ai a c BID. N fnF�. a : � VaCL^ 10W z 0��a � s is N M i U W A%<. a ,`001lllllA/lyj c'C, ..E,b.co •�•. 5� �' Y O AR O F S S\O \��\\` � E ��'ff�lli11114t11"�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o 50 z0. E z O U�oo W o� UJ LLJ LU Q 0 U = z Q W W1 LL z U~ 4O V y W Z J Ln Lli z Ila Q Fm8 M Q z z � z ��g co O 06 g = ,� a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.2 VARIES 1'-10" 1" CAP r CAP 2" 2" *NOTE: iv 1" 1"RADIUS M FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS l CO REQUIRED BY COMMUNITY ^r' 1'-5 "a 04 oo SPECS. IF NOT, iv 3/4" RADIUS a " � DETAIL TO BE 1" 2" OPENING VARIES 2" 2"� 1rr 1u N BUILT W/ STUCCO. 1/2" RADIUSI" 4" VARIES 11 1r EDGE OF )-C" 1• OPENING VARIES 1r rr 4 2 " VARIES Z � 1 r�rr z r 1" VARIES N SIN 1 rr 1.4. 1 1/2' RADIUS 4' 2 Z 3q" � � r � 21/2" RADIUS � � nu � w C71eT ^os' io O � V) E VARIES 1 " " 11 „ iv V) M A.4 SIN '3" z" err 1" BASE BASE w N �1 M z 1'-s° — Mla 1 rr 1 rr ' = o CA t�� o � " 4 / • ¢ CO ao � d A 1 "NOTE: VARIES $" 2" N O 3' FOAM TO BE USED 11 �4 Z LLI M Z' z ONLY WHEN REQUIRED BY D 1-6 g w �, COMMUNITY 1 ZOE W a � 4, w SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" Z irr ' io BUILT W/ STUCCO. 2- Ni B ,w EDGE OF 6„ ' Z Q OPENING W a o LIM W W W YMENG.Com 4 1-1/2" THICK 1-1/2" THICK101, o a 101, y 6" o •I � N 21" a a s r s IN LV cV ,frr ,1 rr r 3" 2rr 2rr N ti SIN L Y �� ____.__ 1 rr To the best of the Engineers knowledge, information and belief, 1-1/2" THICK thstructuraldrawpla s the 2017 Florida contaBuildiined Code these 2" _..-- _._._ c Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 2r-4" Engineers signature and seal. :— 5 1n 1r-5rr �ilrr I I I I CD n L 51rr Z 1'-4" 3" io L E N NAR t` • IN ' l a„ VARIES VARIES 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com I m ¢ cbN 2rr VARIES VARIES Orr prr 5s O P L L 3z 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 z uj Siv --------- iv ��° tis OPTIONAL OPTIONAL o ap ' W C e I Q' .. f V N .� z (D Rsa (O ' 441" is Rq " 3" ,� m 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" �1 w Q o NOTE: L- ^ • INSTALL OVER STONE, TYP.FIN. TO HAVE T 1..� VARIES . • iR LOOK & SMOOTH4FI FINISH AL ' • FOAM/ EPS MATERIAL IS N F— ACCEPTED E T� o c 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'_1rr 1'-4" vO = VCC SMOOTH FINISH 1" 1'-64' 14" 1" 00 5 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" " ti ` T� LJJ�+ 3r 8rr err N 0 X~ $1 4" T-Orr 4r, ._.._W ry, 0 101, 1 rrr 101r o u tV N Qo co (V tye Z ^ f , �E1 rr W In W 1 —- N 1rr 1 - e~M 4 z � Z �S Z , � z _.._._ -- -- O � _ f N •-, •-a a V) o -- SCALE : AS NOTED °° — DATE : 10/2/2018 ,per, TECH: MJAMES co VERSION NO. 4n0 1 rr � N N� o r-r' r' 1° GENERAL NOTES: SHEET N0. 1.5 LBS DENSITY STYROFOAM r • POLYCOAT (HARD COAT) F 1 UWJ0 ACRYLIC SAND FINISH g r` I s of a 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA1 200 AMP MAIN 0 200 amp 150 amp copper to ligms a outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground LROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 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. WP DISC. 10. Keep all smoke detectors minimum of 36" from bathroom doors GFI H. 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 13. All doors and windows providing direct access from the home to the pool shall be equipped with an \ IT T — GFI U -- GFI exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and AC PAD \ _ either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. R NG 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 \ PENDANT AS machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the PER SPECS i Et �� requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing — _ I U.C. SNVITt✓h of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY PA f0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE --..—I FOR t)tSP St—+— „� \ ' &INK I DI - /CAF E` - -- - \ / \ —GFI L-- J -- --1 I GFI �— U.C. OUTLET \ U.C. OUTLET FOR DW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE FAM& R M \ / 4 I C.M WALL MOUNTED LIGHT FIXTURE (� RECESSED LIGHT FIXTURE �J LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS (SD P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT --L OPT. I REF. I \ ROUGH -IN FOR OPT. CLG. FAN/ YGHT PRE-WIRF� BEDROOM 2\\� / E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE I A E BED OOM l � 1 \ ,I CSD C.M — — — — — — — — — — — — — — S.D. Pdb OPT. D. -I --- --- -- -- r � r ROUGH -IN FOR OPT. CLG. FAN/ I \ LIGHT PRE -WIRE 12 HER' -- - W I.C. OWNER'S SUITE - � A� , , - , 1 I I I -----------J RECEPT. FOR ALARM SYSTEM ROUGH -IN FOR �— OPT. CLG. FAN/ B EfiRCOOLIGHT PRE -WIRE M4 GFI GFI @ 44" A.F.F. ` r------------ ) � I I l l I I I I GFI @ 44" � I A.F.F. I I GFI FOR I GAR. D04 GFI I 2 CAR GARAGE I I I I I 0 I V.H. VERIFY LOCATION j ELECTRICAL PANEL IRRIGATION --- `_1 p—F @ 4,P A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ENTRY MAIN FLOOR ELECTRICAL PLAN Z g Z Z Q a. Z 4—J w �o 0 LU Ln ZD ZD LU � N - Q� B D. • N N Z Wz o z j ty 1� � LPL .W W LL o, ¢ 12 Z QMEMO °x Z ILL W N<i O V U O WWW.FDSENG.COM to 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. 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 w9 za f Qz OV U �1Z Q� A dJ CL H Z® iZ Z 'a ,/ � Uj wQ V = O o� '—' ILL ~ J Z uo k CV ¢Lu <ZUJ Z Z JLur-I (� ,..f Q aF- IM %1 ob Zr 7` g = 0 aZ rn O ,-+ a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AMES VERSION N0. 4mO SHEET NO. 4.0 ..... • _ I� ;; 5:12SLOPE o. :: :..................... i ..:.....::. a. ........ . o, W O a � : : _J 'rt N (n A tip � C RIDGE 5:12 1 .::..::.::.:::........:::..... • T-O' RIDGE VENT H � W W LL a `� b 1 e' Ico SLOPE v :12 14'-O' RIDGE VENT IJIC)GE m I W 1 o .......... s : :..:... ........ ............................. 5:12 SLOPE •a .................... .� I E 1,2 -o" E a �o N 0 ROOF PLAN SCALE: Y4'=1'-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 by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 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. 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 incompliance 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 t0 11300 provided that at least 4096 but no more than 5096 of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF z�z a (n z to c� � cn w •V — Ow F— � M Q i m J N E 7 1 1'4.1" . 3' H.B.+ A TYP @ 1 STORY S3 U.N.O. 65' 2'-10iff" L 5'-11 _4" ■ ■ ■ ■ ■ ■ ■ " ■ ■ ■ " ■ ............ ... ...................... .. ■ ■ ■ ■ .............. r• I o .. \\• { q I `9 \ \ o -3 1l2 SINK / DISP I L S3 I \\ i I D.W. 1 i I .: \ \ � Ul) I L===� -- _ --- I CHASE TO ISLAND--- o I I TYP@ 1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 YZ' RECESS \ \ CJ L _ _ _ _ _ _ _ - - _ _ _ J CJ OPT. ; ; -r- 1 CJ, ; KITCHEN ISLAND FOR SGD. REFER TO \ \ REF. ; , :: ; : •, • • CJ -�1i I ; ■ , , , ; ; ; ; 10'-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS ; I CONI�I�JONS WIDTH \ c ( \ \ 16-10" 12-10" :::::::. : ■ .:.... :........... ■ INDICATES FILLED CELL w/ 3000 PSI \ \ I CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE I .:......:::::::::::...:::::::::::: ' ::::::::::: ::::. ' :: ' ' . \ S ■ 4'-0" 4' 4" 4'-6" W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE C TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR, HOOKED FTG. DOWELS 5" EMBED \\ \ I W/ 25" EXT. ABOVE SLAB "GRADE 40 \ PROVIDE Y2' x 9" SLOPE fQ STEEL" I \ \ I RECESS FOR FRT. OOR L v o \ \ \ 2'-6"x2'-6 �X1'-O" in I S-4" S3 •; 25'-1�� \ \ 9'- 12 " W/ (3) #5 E.W. 5'-011 I LO = bo I \\ —-------- ■ 4 = CJ CJ7"' \ \ I K � °Q TYP @ 1 STORY S3 \ I 33 CC I U.N.O. S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I'" I AHU VERTICALS w/ in iv = FILLED CELL 7-1 W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" G I Cl) M W/ (3) #5 E.W. ; I S3 I IT.D PT. -3 1/2" 1 SLOPE .. ......... 0 _ 5'-3" V-10" L X-6" I 0 1 ; N i ■ : — CJ ; : CJ — CJ 4 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7 " 6'-5" Y-2" co rn SLAB FOR HERNANDO I COUNTY ONLY I cQ 3-1/2" MIN 2500 PSI CONCS3 I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER iv 35'-4" 20'-6" ' ■ I ; ; BUILDER TO PROVIDE 1 (2) #5 REBAR I I APPLIANCE VERTICALS 4'-0" 12'-1" ' O PROTECTION FILLED CELL WH• WHEN REQUIRED PER FBC -----------I— --- — -- ---------L' .. — -- — �--- -------1 A S3 TYP @ 1 STORY 1 �-6" - 5'-78" 6 -4" U.N.O. 6 -0' 1-4- 7'-1 r F, FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;� 'e #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 ••�r.i••�r.: •�r.s•��v.• ••�v cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" V Z � Z Q f2 U) zClV) 0 Q) cn 4--J W M o •O W V7 Of 120 U W m N Rh U "2 cI Q rn �f::- u.) . MD. N N U)LU a J�. 10 U LU LL 'Wt0.011) M rJ ROF`SS>,cig 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 W z Z N 9120 N a 0 0 ILA W u = Q1 O06 . J h C196 < d` Q Z J Ln r-•1 W z ZS l— l— -14: co �O 06 z g LU Ln s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION No' 4n0 SHEET NO. 6.0 1340 A A q A (2) (2) (2) S3 � er_ n D D D D m co D D Q Q Q Q DA D D D_ 3r 00 00 n n n V Crr r r N ca r.t 1 1IAJ i a a D O :'� 17 0 w CJ 1 D D CJ3A CJ3 EJ5 CJ56 D Nil EJ76 wth EJ5 EJ5 EJ7B all GJ3 EPA <. n EPA I EJ51 yes, ERA A X (2 CJ31 EJ7A ... , , „ • :. .'.'.•.' '. .'.' '. N Z: 11 .. N EJ7A G1 Df+= EJ7A EJ7 S3 D1 ... 1 I �-, EJ7A EJ7 1 If EJ7 ... 1 / EJ7 EJ7 ; : EJ7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS I EJ7 EJ7 q o^o 1. (2) 12d TOENAILS EACH SIDE OF FLOOR EJ7 ER TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. CJ5 CJ5 ;: CJ3 w :: ZCJ3 CJ1 i A Vem A (2) H Q 00 N 1.v L�. 0 P a a N 0 ROOF FRAMING PLAN W SCALE: A4"=1'-0" L0 0f UPLIFT CONNECTION CROSS-REFERENCE ta,zne MARK StMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C 600 535 10 - 8d RT7A 670 565 10 - Sd X 1 1/2" D H3 455 320 8 -13d RT3 610 525 8 - 8d X 1 1/2" E META20 4 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 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 18" ANCH.118 1 1-112 HTT4 2715 518" ANCH.120 10dxt-1/2 J HTT5 4350 3740 5l8" ANCH.1 26 10dx1-112" HTTS 3225 518" ANCH.128 10dx1-112 • 5!8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L ' 518"ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/ "DIA. BOLTS M 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 11 ! 7 1005/915 "* 8 -10d x 3" JUS26 1115l1060*" — 8 -10d P 1550/3335 ** 13 5/2820 *' 20 -16d x 3 1/2" HU526 1925l3295 — (20)16d x 3-1/2" GI HUS28 2000/4220'* 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-112"0 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" 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 8 (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTSLA X. HTS 20 1450 1245 24-10d X 1 1!2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 1 SPT22 685 - 10 SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 1 -10d X / " ' 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 8 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 8 TILE AREA'S 8 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (BI (BI (A) t* 1 OR 2 PLY CARRIER 1-8$ 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 - i 6d 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 46" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE !f2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�ER 1 OR 2CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. C9 Z c'> Z Q a I� Z (n C� � w C� p "V — 0 w � V F" U M S r�> LO Q CO 00 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 1 T-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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal bad �� . 0 Safe vertical bad Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F4418/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM do GROUT SOUD ell 4 � � w �U O /5 BAR CONT. 8F12-1 B/1T 0 "V" LINTEL DETAIL SCALE = N.T.S. I € E F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT t' preca irnels = 35W psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3W 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. 7132 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #5R M IN. (1) REQ'DAT LEAR ALTERNATE POWERS STEEL LINTEL ° ° O ° ° .M.U. #5 REBAR AT TOP a GROUT MIN. (1) REaD Q 1-1/2" CLEAR , ° ° , C.M.U. ° 5 REBAR AT ° BOTTOM OF to ? w - 4 Loulu o LINTEL CAVITY O co 1 X � 'n -BOTTOM � K W REINFORCING PROVIDED IN LINTEL a d � ^ > > D �` O Zd O 3]] D 1 D #5 REBAR AT BOTTC 7-5/8"ACTUAL 'NOMINAL WIDTH In ii AS INDICATED (VARIES) o o 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 manufacturers specifications. 3. If ]Intel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O OF 6-10OD " LL LINTEL PLAN SCALE: %4"=1'-0" Z c Z Z Q awad Z w � so V w V UJ m N S®_ 0 QLn LL B D. r' N_ .O pp N N O O� I t Z 0z E, z U) LU A L a LL _ w W� LL z �WiV DS �M I Q r U . �o �� \O z "I"fI(IIIIIIk0\0 To the best of the Engineers knowiedge, Information and ballet, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w a � H 6 ny � Lu A p� J L}O} � G' U N '^< .. N Ii z U C 0 � w T T� ^ O yi O , S U Q Z J L W Ln W z J Q Z $~ M k z8 m ° t °0 g LU o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO" 4n0 SHEET NO. 8.0 4,, Vt t 9 N x Q 00 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 RE TREATED I CORROSIVE T T IT I CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE PRESSURE A ED WOODS USE CHEMICALS THAT ARE CORROS 0 STEEL. S THE CO 0 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE 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 t 2 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 KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. U G NIT 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 ad. (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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ 1 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-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #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. RING AND 0 ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4,7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 I 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 ppr�ovider and need for re -inspection and tr atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0' away from the building side walls. 3. IrrigatioNsprinklQrsyystems including all riders nd spray heads shall 9t be installed within 1-0" o 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 518" thick adhered directly to the foundation wall. 5. FBC;R318.1.1 - Initial treatment shall be done after all excavation and bac ill 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 dilutipn. If r6infa11 occurs before vapor retarder placement, retreatrnent is required. 9. FBC-R R318.1.5 - C ncrete oriverpoulr anc morar along the foundation perimeter must be removed be�ore exte or soi trea en . 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed afte construction is complete, includinglandscapingand irrigation. Any soil distur�ed 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 byy a licensed pest control company before a certificate of occupancy will be issued. TFie certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWI NGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' 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 8". 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. U � zCn Z a to CD cn w •U - OLU cn ZD ~_ CC" m� N U" o Q A IWill D D NCODt: N N 0 19 W �Z_/ ry g Z �' z 3 LL o ' 4c7 LU - LL o. rmkW a `r '' w Z0-`� a LL:+p 3S pp-� Ww �J v Q • FL W! ti OTOFESSN ° 7rytftillttll'�� To the best of the Engineers knowledge, information and belief, the stnrdural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 169 U U W �tYgJ U. L ^a L.i w Z z � c W Q U = TT V, F- c) R0 n cc: Z ` f� � J Ln rl W Z W z z t�ayy r F- �8 � �/� W Z ° 00 g M o SCALE : AS NOTED DATE ; 10/2/2018 TECH: MIAM ES VERSION NO. 4mO SHEET NO. SIN m CORNER OF HOME GARAGE SIDE J _ DO 00 l 10'-0" TANK -LESS W/H H C G O O O 5'-0" - STUB -OUT FOR O 1'-O" C ° 9 GAS METER o _ � U 0 ~O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 111 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 1113 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 & + + a 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + +- + + t t t t + + + �p t t + + t + �+ t + t t t t + t .+ t t t t t t -+ t t t t t t + + t t t t t t t + .} + + + t + + + + +++ +++ + +� + is + + + + + + + + + + + + + + tt ++t +t++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8J1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel .902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM cn - w STD. 90° CONT. #5 BAR CONT.#5 HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D / PLYWOOD FLOOR COLUMN AND l �_ ��—SHEATHING PER PLAN CONNECTION= �Ji� ' L � ' ` TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �� • ��••�,.__MASONRY WALL OR INTERIOR BRG. WALL �... TJI PER PLAN •, OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 41 i 1/8" min. 2" min. }Small gap „ i 2" max. 4 max. i , f Web Stiffener Fastener Schedule Joist BearingLocation Series - r Depth I End Intermediate - ®.9-1/2' 2-sd 2-8d BCI 5000s 11-7/8" 2-8d 3-8d_ 14" 2-8d 5-8d Clinch nails ! 9-1/2" 2-8d 2-8d when BCI 6000so[ BCI6500s 11-7/8' 2-8d 3-8d possible 0 " ' - 14 2-8d _ _5-8d _ --- Q _ 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8 2-8d 3-8d web -flange connection. _ - BCI 60s® 14"_ _ 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 111-7/8_"_ 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d- 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - - --- - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check r _ local building 1/16" code for appropriate Z,or--20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r i Boise Joist Blocking I Ica .'A" (1 nr11 nail-.nt R" n r Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— rst W I Alvrwrttrtt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'4" 1'-11" 74" 2'-0" 3'-2" 3'4" 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'41" 3'-7" 4'-2" 4'-9" 5'-4" ,Any Span (ft) 16 V-0" 1'-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 64" 7'-2" ^- - _ 20 V-I V-1 " V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " 8'-11 " ----�- ----- 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-0" 5'-10" 7'-2" 8'-4" 9'•6" 10'-0" 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS I `\I _. r 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. • �• SLEEVE THRU STEM SEE PLAN FOR--'•. • . • FOUNDATION INFO STEM FOUNDATION Filler block. ��.. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap �- Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. 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 r 0.6 X Joist V to T/ depth i I -JOISTS BUCKETS N.T.S. a/loll"--11 �I�II=11; 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .,d e d a e . i a •e e s Z �'0 • . tp � e w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION N PVC OR SCH40 SLEEVE PLUMBING LINE e / as L ice\ e a e d c v a SEE FND. PLN. SIZE & REINF. zC', z z a U, zC:V) U N ♦--J w � o .V w 0 = U w _ io0 n N M MMM to N �U_8 v kR � a; o BD. N•t;d t g � N Zz fi z° U) 1 Ed r,a 1 tic 1viYkV.FDS O R O F E S S \`\, ��/(flllllli111�%\\ To the best of the Engineers knowbdge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th 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 W� o g O Lq �\ a U) W �® N _ .,.N, Fesc � o g 1` ya3� V O C W Y Q Q y� Zrl J Ln x T-4 tlJ Zz � Cal Z 8 ° ° g o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. SN 1 _ _j 2x #2 SPF STUDS @16" O.C. W/ (2) 161 TOENAILS T & B v (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) 2 #5 CONT, ON 3" () Q' 6 x 6 W1,4 x W1.4 M UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT T FOR UNDERLAYMENT FOR ROOF PITCH 4,12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. !8" 12 HURRICANE ANCHOR @ EACH(NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ - + METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KOGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5l8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE to 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) /7 S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 2411 O.C)2"@ OR 5/8"x10' WEDGE ANCHOR @ 2 ° A.F.F, O,C.) 31/2"MIN. d 4 ° ° d d ° ° ° 4 ELEV. 4-3 1/2" Z C d ° ° 4 A.F.F. p 4 2x4 CONT. ° 0 ° d Q I I° • e ° ° ° 4 d LV 31/2"(min. 4' - ° • GARAGE DEPTH VARIES ° ° 4 d d C ° 1 ° ° ° ° g �1-r l 1 1 -• (2) #5 CONT. 4" 114" GARAGE SLAB AT STEP B TYPICAL BEARING WALL (� STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW •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. (12)10d NAILS U.N.O. 11) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL.-HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE () STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 16 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �� \ WWF OR FIBERMESH �31/2" MIN. I - 1/2"(min.)-4" z p ° . ° -'I1/2"(min.)-4" ao 31 /2"(m n) - 4" - ° • (2) #5 CONT, 4" '-4 8'1 U.N.O. SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 BOARD PER CODE (OR wo ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qc� t GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA J ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6 0/C EDGES, AND 12 0/C FIELD. 2x STUDS 16" O/C �M�Ms EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ \ �N SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD @ INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS ` FOR WALL HGT. <- 8'-6". 2 EXTERIOR WALL 8 C,M.U. FORM SUBMITTED WITH PERMIT / NOTE: ( ) 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION @ 1"x P.T. STUD () SEE SECTION C/S3 FOR W x BLOCKING 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. IIX2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA, EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD -- TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING SPACEANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = W/ (10)10d NAILS FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH v+o ARCHITECTURAL 2x P.T. PLATE -1 0 W I I V> TYP, d PER MFR INSTRUCTIONS W o ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1X2 PT WD FURRING @ 24" O.C. _ n n GRADE 40 MIN. Fy= 40ksi a - - - r ' ' ° - - - - GRADE N .� ° = z #3 & #4 LAP SPLICE • �• 4 C FINISH GRADE 0O [GRADE 60 MIN. Fy= 60kri] a p . • - -; (1) #5 VERT. IN FILL MONO OR STEMWALL z < > o o • 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° I - U.N.O. CELLS (SEE FOOTING MONO SHOWN D D D •1 I I 00 C r, . °00 w ° FOUNDATION PLAN FOR CLARITY ° ° _ _ _ _ 6 MIL VAPOR BARRIER A. - -1 R 1 7/8" `n �'T' I I I - - FOR LOCATIONS) D D D °D I -III -III 1 I I- I -I I I- - N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° I I -I I I --I I L=III-I 11=1 I I-= 4"x4" INSPECTION D ° = I III=III=III=1 I=1 ' • I - T #5 LAP SPLICE O 2 #5 CONT. PORT AT EACH NOTE: D D _ _ I - - 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 8" V-4" 8" 31/4" BASEBOARD * g 1=-III=1 I -III=III= 11= N COMP. SOIL. COMPACTED TO - _° o FILLED CELL TYPICAL FOR BEARING WALL ==1 I=III=1 I 1=1II=I I Ii , I o ( - I (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM I I I 10" MIN. 2500 PSI CONC. SLAB _ - I - D1557) Trs rrr -1 M AT GARAGE CONTRACTOR I I I=III=1=1=1=1=1 I I-1 i 1=111=III=1 I=1=1 I=1 I I=1 I I-1 #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR �I I, II �IIII III I II III III I 1=1 11 I =1 I I_I I II II I II II I II II II �I I=1 4" V-4" o'o MUNICIPALITY. CURB DUE TO SLOPE -III-_III=III--III- - - _ #6 LAP SPLICE TYPICAL INTERIOR BEARING f3 CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFTK�G m W1.4XW1.4 WWF OR "FIBERMESH" Ev ' DECO FINISH 4" to 6" BELOW GRADE , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 "_ -1-0 S� SLAB INFORMATION. 6x6W1.4xW1.4 >f 31/2" WWF OR FIBERMESH g 6 MIL VAPOR > - �� - - z min. 4' S BARRIER D p 1 N .0'° a GRADE COMP. SOIL. • T 0O ° • (COMPACTED TO 95% - _ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S,Cr E NCLOSURI co ASTM D1557) -' _ - 3" MIN. CLR. T- I - I (2) #5 REBAR CONT. 4' I bgE ON 3" CHAIRS TYP. L4' 1'4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) ' TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 02 N E OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE i PAVERS / DRIVEWAY `g CONCRETE SLAB 14 O.H.D. RECESS PAVERS %' z 13 III II�II 31l SEE A/S3 OR J/S6--,''' Ir"T" 11_ oa FOR REINF. INFO. MIN. CLEARANCE N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N' MNr • ' _� : I , . 4" tA SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0� J CONT. BEAD SEALM INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB d S: -1 I F 6 MIL VAPOR BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH Q 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS Cl) SEE PLAN FOR CONNECTION INFO N . TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN ;0 C ° 4 (2) HTS20 FOR STRUCTURAL E - _ BEAM SIZE & 4' 1. a CONNECTION INFO M d' 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE W j SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. NDATION 0 J W to ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.0 q MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS 8"O.C. @ FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `-" ' r> o CONT. BEAD SEALANT E ` 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '� M 0'-0" FIN. FLR, w/ MIN, (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 zGRADE cp =1 I PE 1 Z Uj � F-III=-'I o w u.1 11=1 0 0 = -1 I I=I '` r I -I -III „ ° ° ° • 1=1 11=III=III==1' -III=III=III= w I 11=I I F1 I I_; Z ! • • - -_ _ z - -- �I -i I I=III=i I I =�1 I I= I I I__- _ - FOOTING J _III -_I I I_I I I-III-1 I I I I I --I I I_I I i_ � ° d ° E- - - - _I BEYOND •• SE F PAD REINFORCEMENT (SEE SCHEDULE) 3 MIN. CLEARANCE • '� �' ' 4" 4" .. CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: 3l4" • ,•-o SCALE: N.T.S. S3 z� z � z (DV)Z U' +_0 IL 0 L" N rz W �ZD m O � = •a: o N Cj ca ¢ � R� i� � � o B D. N 00 U) zzE,4z H � c . u; W N 9 LLp 'C nos• •• � �� Val 6 C7 1 FESS�O��. Itllt 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 - Residentlai 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 J Qv0 22 uj W Q 0 �_ cu z 06 z O O U = �• y.� QZ C) R ° Ps rj M 0 V " LL 20 ��W� Z J LJ.I � I a � Im dM' �O Z Z tu W 8 ° 00 g 3 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO' 4nO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE //—SEE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER 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 TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" � TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADERliar, WALL CLEAN -OUT q PER PLAN SCALE: N.T.S. S4 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE I3RD COARSE O.C. TO EACH HEADER FACE F MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF#2 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J . -- 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 wl (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ••+ �Ii STUD W/(3)10dNAILS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 G v SIMPSON SP1 w/ (10)10d M NAILS AT EACH STUD 2x P.T. PLATE t 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ::::/) AND FILLED SOLID W/GROUT 3 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 2 J 00 a 00 Fo MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE -� GARAGE FLOOR SLAB �d TROWEL FINISH SEE Ir GENERAL NOTES SLOPE FORWARD-, 1 FOR DRAINAGE a W EC; ZSEE PLAN FOR FOOTING N DIMENSIONS 0 W ■terSTD,.... 8. OPENINGSICI■■ GREATER . • • PLAN)IjIJ�IIOPENING O■fll NOTES: 1(J FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 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. /--8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .1I GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 4 a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --�j VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE rOP a 'ARAGE ►OOR 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)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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a 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 Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. %1qi;;Q-, 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 SIMtS)ON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Lu v O/C FIELD v ? a 2x TOP PLATE cn V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. O.. AX. . PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO, PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1111 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90* HOOK IN K.O. BLOCK MTM- -v— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP ,/f 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /-" / NAILS TOTAL) EA. SIDE OF M-,►4� <8. SPLICE PICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 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 wl (8)114" 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 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • 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 A • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE F 2X BLOCKING /8"x10" "J" BOLT `NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR in 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE - @ 2'-0" O.C. A ° Q 2X8 P.T. BOTTOM P TE MASONRY WALL C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON FF SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. n N NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING SEE SECTION AA/S1 AND & 8" O/C FIELD S4 BB/S1 FOR ADDITIONAL B DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE o PLYWOOD Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING RECESS SIMPSON SP4 • SIMPSON SP2 wl (12)10d NAILS • SIMPSON SP1 wl (10)10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a 4 ALTERNATE: 5/8" DIA. ATR EPDXIED ° 2X8 P,T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. UU FRAMING DETAILS ABOVE ENTRY K�R 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) C9 z� z z Q a z c/') c9 aj 4—J w W 0• U W ' ® m M N W M N � UU.SO -he_ l ` ��o B D. n n c N �O Z��7,Jj CV 4! _zCC Ii z u- O �t Us tfFt►�o Z IULI C" k. v vZE C0 �• LO ��'lArgROFESS%CO To the best of the Engineer's knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 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 a 0 J oa. t2 _ Q® 22 a. F— Z �� O N LU LU U) J W $tea a F-- o � 15ov LU 0 LU Q Z J Lo �L Lij Qa (� z t W Ins O 00 z : UJI W SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A wl (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. TOP CHORD @ 24" O.C.7 SHEATHING DETAIL NAILING SCHEDULE FOR OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR - FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO e EXTEND AT LEAST 90 k OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0' 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1 /2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 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'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) wl MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J % SEE STRUCTURAL ON SHEET S5 FOR �, M -44 NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING FO °° SHEATHING DETAIL INFORMATION 1 1 11 2"x4" CROSS BRACE WOOD TRUSSES 00 to APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 1�t 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4) FOR THE FIRST FOR OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 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 & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWSELEVATIONS) 4„ MAX.,O.C. OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & IN (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM TOP OF P EL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 T ON AN SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 16d TOENAILS NAILS AT EACH STUD 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER F@ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD r_« JACK TRUSS SEE PLAN FOR CONN CT ON 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION � NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF a D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" Q� = ADDITIONAL INFORMATION. N n n L 45° lo 110 MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) z (2)16d PER JOINT z M R CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri rz SCALE: N.T.S. S5 a 00 12 0 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 95 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 •a� • � . . •II J� `II°.� � • JI- \• � �° . II °� •_ � � • � � •� • ' . °. 'll .: �� lla•° ' �� II'� . �•° .II. °. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S'CJ S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1l4"x2 3/4" TITEN TO CMU • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - Y-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�A o C7 ✓,9 O� CORNER JACK Y Q w z 0 U HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ AL 4" O.C. TYPIC GABLE TRUSS WEB DOUBLE "L" BRACING DETAILi SCALE: N.T.S. () 2x4 "P' BLOCKING 2x4 BLOCKING @ 48;' O.C. "16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB - SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 —1 r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. �I1hi, 011 'kill 11�1110 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & 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 v z_ -z z a U N 4-J w •ro o 0 w �N � 'v U 111 �- = M o mcm C-1) M T.j 11 N Elk A) 11 gg N_ N Z o a< !'Fi z° LUa ua IN a a � z 0 a .�` •' :j Imo_ Z l:b cOM <°�� • C. F LO E S S I O /llttiitll To the best of the Engineer's knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldentlal 8th 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� _9 I it tj � 0 W 2 I�;; � Mho g N O �_ V Z� Ila L�L ZW C 4 Q�� zLn J rl z Z 8 d- m Z 2 .-� in. cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. S5 00 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION I DOORJAMB (REFER P.T TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT, SDW2-K1 FOR DETAILS MAX. 8" DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)1od @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS CONN. 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ AN 6" O.C. EDGES AND 12" 0•C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2)I;g �P') ` ' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W! FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL STD. 90^ ` D. 90 HOOK (TYP•) @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB I TAPCON @ 16" METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4E10/ YL71 LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 10d @ 12" O.C. 1 X 4 — J FURRING 2X8 P.T. WITH 3/16"0 X 3" +2" NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. 0° LONG TAPCONS w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITENINTOK.O.BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5n NOTCHWEBAT THE ' FIRST 2 COURSES ` to BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H 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 UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT " R 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1l4"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 CUTOUT 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 NARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA �_ 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN ' CONNECT W/ 8d NAILS BRACE/ BLKG. M\\ .. N.T.S. a• • . , INSTALL WDW. SCREW ANCHOR-1 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 DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION -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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * 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 NAILS , ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O�FRy xgN TO TRUSS TOP CHORD .J MIN. 4" EMBEDMENT AT 16" O.C. + CFNCTy �� 1-05 -O SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + Al-fINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS y0 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► ' EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • ':. ' ►.. /4„ MAX 21-0" 81, TRUSS + SOFFIT • :, D #5 BAR ° • ►: ' 10 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + +: p ► • . CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► ► ° '+ IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •� .� • KNOCKOUT/ c� _ " ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN.,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR .� MONO FOOTING •', s ° x (3) j -- SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ; • ° 2 x 8 VERT, BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO iT DIRT • b z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" ' E PLAN PRECAST LINTEL %••'. ° STANDARD Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 9� HOOK iv TO FIT ARCH CONNECT WI IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - - - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 61,/40" �' NR6" (MAX. 4'-0" ) ; , � . , �. - �• • �., , , • - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW TAPCONS SMASONRY WALL USE 2 X 3 A () .- .• . . ✓ . .� . ..•Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILSSTEMWALL B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ROOF EXTENSION M FOOTING SIZE AND 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 ANCHOR w/ x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 1/2" NAILS TO STUDS & (1) - S & (1) E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. 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" COVER 6'-0" EPDXIED w/ SIMPSON a EPDXY MIN. 6" EMBEDMENT & ` Z O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• �� , 3 MIN. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n� ►�� w a A REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT v e — r t¢ ' PRESS PANEL REINFORCING INTO PLACE. v Z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ ► ° ' EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: can FILLED CELL SMOOTH. DO NO FURROW. ° ° °: `� DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE ►. ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p A , G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M REMAIN FREE OF MORTAR. NOTE: Z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 0 o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 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. 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" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 z z z a Ln 0 (1)N C� o •O W 129 � U M mo �o `� _ U . U. SO � ¢rn n u- � o Al I B D. "c"n•c N N O OE Z UsN MCIr z° U) FI. = �. W V aLLIIC Z �i 3Ix.IUL a� ,< _41&FDAENC.0 �� •: C F LC)# .. a �. O F E S S\\\ �p�l/lltif lttl'��\ 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 - Residentlal lath Edition. Engineers signature and seal Is only for the structural engineering portion& of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za u �Z W J L O W \I V/ N IU W� a J Lij M z ZS y�j co 00 Z g = SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AMES VERSION N0. 4nO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. �L WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH T TB PRE-ENG. TRUSS r CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ,k 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH Iflfl297:T T BEAM @ RAISED ENTRY 2 MASONRY WALL SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOf NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^ nT 1 ^ A 1 /1 SEE PLAN FOR CANT. OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" A A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS 1 MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED 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 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 -J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2ID2 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 rg SCALE: NTS dik VARIES , , , , ,_� ,� � w/ SIMPSON SP10 O.C. 10d ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING NAILING SCHEDULE � OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 17 16" O.C. W/ (4) 12d @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS � COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP -�L SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON TO TRUSS W/ 2 12d TOENAILS a PLATE & (2) 12d END NAILING SCHEDULE ( ) STRUCTURAL SHEATHING MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL N ATTACHED PER NAILING BOTTOM CHORD MORE INFO. LOW ROOFNVALL STUD) S PLATE TRUSS SCHEDULE _ _ � SHEATHING ATTACHED VARIES SEE PLAN " 2x4 BASE PLATE W/ n PER NAILING SCHEDULE NAIBLS E PLATE6" O.C. ALONG W/ 2 VARIES W/ - LOCATION 1/2 PLYWOOD L @ c ROOF SLOPE FOR WALL OC SIMPSON LSTA30 w/ ' SIMPSON MTS12 w/ (14) 10d x x 2 16d NAILS TO r (22) 10d NAILS OR E ,c 1 1/2 NAILS TO BLOCKING g SIMPSON MTS12 w/ t.. - BELOW 16" O.C. EACH COMMON �:- TRUSS/ FRAMING = WOOD WALL _ s' -�� MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS -gyp TOP & BOTTOM � OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER a NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. '. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW. SIMPSON _ PLYWOOD (3) 12d TOENAILS TO - - 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/—/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END SECTION AT HIP GABLE 0 EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 12 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS C9 z� z z a t� zClt) (D C„ w o •U — Ow U m N Elm_ CN U ¢ ,_U <o Al1 B D. N`A 1 N �D .-. N Z Fi zo Z W � IM ut- c W LL W INO Q . a 10z ell 11L is � wwW. pp-. " U �p FLO �'\ 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 xom LU o: z80 Z 01% �z CC z u U LLJ U) O = Cam_ b W O m S C4 Q � a gILLj N GC 030 z J � ri UJ �Ro� 9 $w8 M Z z CQ Z � yrj = a rn .-•1 10- SCALE: AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4x0 SHEET NO. D 1 C^' ^ "n WEATHER VE BARRIER & 2ARILY SECURE WEATHER `RESISITIVE BARRIER U HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Sale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ra- 9 �I d co e� a 00 N N 0 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 2U WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING M SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER a' MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �.o (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) NO SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • DECK JOIST , OUTSIDE CORNER / • FOUNDATION WEEP SCREED NOT USED NOT USED NOT USED 0 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One 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 in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all (9 V Z M _® Z a U) ZClV) C9 4� �, �..J w (10 o "V w O c � f- �� U c^ m w _ RIM a, GS�o U ¢ `i o , � WI1DO N� �� /r N O is u 00 7. N LL n � ti N a d w � a LU V a � in co U. W WWW.FDSENG.COM U C0 N 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 W H a 6Z U 07 J 8�R L : Q Q LU E 2 N -p r-i LL O 3 O = T� I= CC W W 195 o-, UOdi Z J rl LJ.J Z Zg m O C6 Z g W = I a to a SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AMES VERSION NO. 4n0 SHEET NO. 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(419) 2e14740 mr Mono ent begM (613) 717E066 r,,, ve a�lllo. am PgPtd1 II tr600fs 20 dal aM.fmi N R a0 YEEMW Adm r Ew6ho d Aamml &"a 1220=1 0021MIT 1227Rm7 Approved gooLhm AmMemla AM aammsihu m l and auto emboLoombew iron M1 OW= Bohm [tams a and e0 Opagtn and Iwd Few ybw Door wit IMIMI No Yee No NIA No wwWA atleRM. bldtrllq ore CuYwM1 Florida Depar6uerk of Business 6 Pmbssiornl Regulation Fede / d l BuMV Codes and Standards 1aOm4 Product Approval Applkalbn Detal ami A &MILK go no AMLagdo go MOM MINE Emd m Good aodeemLUMN MOMMU t Xddlbd NOm W BkQAmmW Amrmal alda ROrw" 2017 WIN -, and Doors, aunt oo ftw LW Res, Lmw awnn M. Lw,* PE =13=17 owtIMI7 08MAM17 10nS0A17 Approved Cebedry: 0 1 Door (717) 31F3300 P&MM (TM 317-sw eebOODPW. 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EDWV Florida Dsprhnant of &Wrra & Professional Regulation Building Codas and Standards Product Approval Application Detail Auks Good EldEKALM M Stdiddh Wrkve drkid IdewkToo" Gervi nMA, oeyPwdlw (613) M M2 en ro13)6104M eewe6 "- ft payAom Ppltdl LUM10 gale Milt 20an El Meg vomi i &am" MVLMW 01i ammad Lin 1111a2017 ow1o0017 tzvb11m7 Approved SMMLtAm am nibLm h oomlALal km01 amlm GoOmannow K= ammu Om am" mmm a" Pat Over. 26ga.) N%wOw (lip to or wide) 062V1o26 No Yee No .30 PIP/ -as WWVOOMM74; VW Ganes DM Pap Florida Dspulnwlt of Businaa a Professional Regulation BuRdkg Codes and Standards - - Product Approval Application Detail npeldl 1011014 ntLlaViQ Tilt nElkla[ Gil alE GIY.CrI11a M0k Moo !tools mulbo= rm" 1MMrLALMamt 1mnl01Wmt 1119" aJb01Wd MAMMM Aoomi Los Mebwrt 2017 CUMUM BMW. dAAW. 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Gulf Seem, 1 314&dad; Snap Lock, 04112=24 No Vas N/A +NIN 18&quo; Valle Roof Panel ovw IM2&qud: Plywood 408.51PSF 12 28 Gar- 5V Crimp Mn 26 Ga. 5V pimp Roof Panel war 15AUqud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Gar. 5V Comp Mn 26 Ga, 5V Cnmp user IV12&qud; Plywood 04/122024 No Yea N/A +NW131.P8F 14 26 Gs. 5V Cnmp Mn 26 Go. 5V Dina, Rod Panel user lx4 Wood 04/122024 No Yes N/A +N/A/ Purilns user 15/32&qud; Plywood -156.5PSF 15 26 Ge. Gulf Lok Mn 26 Ga. GUN Luc 11101 Wide Roof Panel over 04/122024 Yee Yes N/A -NIA/ 15nUttud: Plywood -161.OPSF 18 26 Gar. Gulf Lot Mn 26 Ga. Gulf Luc 1 aliquot; Wilde Rod Panel over 00122024 No Yes NIA N/AF63.5PSF 15/32&qud; Plywood 17 26 Ga, GINPSR Mn 26 Ga. Gulf POIR Rod Panel user 15/32&qud; 04/122024 No Yea N/A +NlAr Plywood A54.7PSF Florida Department of Business & Professional Regulation Pap 2 Of Building Codes and Standards 32&/201e Product Approval Application Detall lag Product ModaL liberator or Room coamnLa■[a99 S2mWDissolution contract amlmmoaalt Am9[nad for Use laMba aaicried for U, pdYaeWMi WNW sultlam gem !Jere 18 26 Ga GU"PBR Mn 26 Ga GUIIPSR Root Panty user tx4 Wood 04/122024 Yes Yes N/A .NIA/ Purllns aver 15/32&qud; Plywood .151.7PSF 19 26 Oa GuI1PSR Mn 26 Ga. GuNPSR wor 15/32&qud; Plywood 04/122024 yes Yef N/A +N/A/ 54.7PSF 20 26 Ga. GuNPBR Mn 26 Ga. GuNPSR ww lx4 Wood Purling; over 04/12,2024 No Yes N/A N/A/ 15/3211,quot Plywood .151.71PSF 21 26 Ga. GuNRlb Mn 26 Go. GuMlb over lx4 Wood Purtins over 04l122024 No YM N/A +WA/ 15/32&quoit; Plywood -104.2PSF 22 26 Ga. GuI1Rk Mn 26 Ga. GulrRlb over 15/3246qum Plywood 04/12/2024 No Yes N/A +N/N .159.2PSF 23 26 Gar. Gumilb Mn 26 Ga. GulRiib over 1 SM&quo; Plywood 041122024 Yes Yea N/A -NIA/ •159.2PSF 26 26 Oa- OuNRIo Mn 26 0a. OuNRPo over 1x4 Woad Punlnf user 01/13202/ Yef Vef N!A +N/Ar 15rJU001, Plywood .164.2PSF 25 29 Ga. GUNRIb Mn 29 Go. GU"RR) over lx4 Wood Purses war 04/122024 No Yes N/A -NIA/ 15/32&quo; Plywood .123.5PSF 26 29 Ge. GulrRk Mn 20 00. GUNRib over 15M&gUM Plywood 04/122024 No Yes N/A -NIA/ -146.OPSF 27 29 Ga. Gutftb Mn 29 Go, GUIfRlb over 1 x4 Wood Purlins war 04/122024 No Yes N/A +N/A! 7ne0dot O.S.B. -101.OPSF 28 29 G& GVNRib Mn 29 Ga. GuMtib over 7M6&qud: O.S.B. 04/122024 No Y. N/A +N/A/ -11&OPSF Version: 2017 PL M: 11851 Application Type: ALL Product Manutaehww: ALL coloo-y! ALL Subcategory: ALL Applicm"rolus: ALL Compliance Mehod ALL Quality Assurance &*try Contract Expired: ALL Product Model Number or Name: ALL Product Description: ALL Approved for use In HVN2: ALL Approved for use outside HVt2: ALL Impact Resistant: ALL Dsslgn Pressure: ALL Dole Prom: ALL Due To: ALL ca N N U N Q O O C CO CL O O c O Q O cD 0 U- 0 An - E 2 Q. C/U� a z z W J V Cases O C0 L) C/) (3) CC 0 L- Q CU aa. of cinU 0 VQ.w L rW^ V m cW C Q Z Z a J d SHEET NO. PA 13, 7 V�511 0 AL DI- J�x 0, %,,- L 0� 4q� 0