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HomeMy WebLinkAbout3265 Kresterbrooke LnINDEX 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 AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3S STEM DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Retum Air Grill AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. REC or Rec. Radius Recessed S5 DETAILS AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace FIR DR French Door RECEPT REF or Ref. Receptacle Refrigerator SS RETROFIT DETAILS D1 SECTIONS & DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet BF Bifold Door FT or Ft Foot/ Feet FTG or Ftg. Footing REQD or Req'd. RM or Rm. Required Room WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf GALV or Galv. Galvanized RND or Rnd. Round BILK or BILK. Block BLW or BLW. Below GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RO or R.O. RS or R/S or R&S Rough Opening Rod and Shelf PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector BOT or Bot. Bottom BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SQ FT or SF or S.F. SGD Square Foot (feet) Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Clg. Ceiling CMU Concrete Masonry Unit ILO In Lieu Of INSUL or Insul. Insulation SPECS or SPECS. SO or Sq. Specifications Square COFF or Coff. Coffered or Tray Ceiling INT or Int Interior STO Storage COL or Col. Column COMM or Comm. Community KNVALL or KMlall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Souther Yellow Pine . F17 El El FE11 [71171 E 7 Ll COMP or Comp. Compressor LAUN or Laun. Laundry TB Towel Bar Cor CONN. Connection or C.T. Ceramic Tile LAV a Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered ThickenD ❑ D ■ ■ ❑❑CTTor ■ [1: or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell DBL or Dbl. Double Laundry Tub M GT Management (room) TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical o, DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale UC or u.c. UCL LINO or U.N.O. V or v. VB VERT or Vert Under Counter Under Cabinet Lighting Unless Noted Otherwise Valve (shower or tubishower) Vanity Base Vertical c i DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL or V.L. Versalam DW or D.W. Dishwasher EA or Ea. Each OPNG or Opn'g. Opening OPT or Opt. Optional VTR W or w Vent through Roof Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation EQ Equal PH Phone PKT or Pkt. Pocket (Door) WA or WA Wedge WD or Wd Anchor Wood °2 Hi EXT or Ext. Exterior EXP or Exp. Expansion PL or P.L. Parallam PLF Pounds per linear foot WDW HDR or WDW. HDR. VIM or W.H. Window Header Water Heater a FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot WC or W.I.C. WM or W.M. WP Walk-in Closet Wall Mounted (plumbing fixture) Water Proofing) it FG Fiberglass (Shower Pan) FIN Finished PT or P.T. Pressure Treated PW or P.W. Pre -wire WS WWF Water Softener Welded Wire Fabric (Mesh) o FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room N REVISIONS 0 08-20-15 1.0 NEW BASE PLAN 00 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL a 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES °O THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE � CL CL REVIE DATE �lfv�ll CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. HALL COMPLY �pd pCITY` OF ZEPMYMI AWLwORK$_R AgUILDING �` PLANS EX AM CT a NA'f 10 HE CIELETY OF ZEP RHILLS T 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 1791 responsible for any plan errors, omissions,or misinterpretations 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 CDundetected Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. z01 z� a 0 ate-+ w f� o 0 Lu Ch U �o Lu ®~ = r� O N U GO •• C ¢ rn U1. � C N .�Na � h N yy � z a sF S fi. Z^¢ $ U) g C'U. W 9,0 �`J� JOB d UL c OFE.aS y� 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 eth 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 Za 4 5LF5 z H J �N 8LLJ LLJ 3 Q� CL �.._ ;_�" 0 ov = u U N. -4 1 ` y � R UJ Q � Q 0 Z J *"'f r 4 In til Z lJJ Z is �* 0° d- oo Z g = 8 W O ,- 4 a 0 o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. C S a 0 J N i i r V mrame CARPET y O uj U) N (� A S3 TYP @ 1 STORY OA 19 N 0 o PATIO I OWNER'S SUIT 8'-0" FLAT CLG. (4) 2x4 #2 SYP- STUDS W/USP HTT4@ BASE A BEDROOM 2 8'-0" FLAT CLG. CARPET„, 00 ihN 4068 B.F. ILA 8'-34" FIBERGLASS SURROUND m O ' 60" X 36" SHOWER 16" DEEP O PANTRY -=w 8Q.'_Q 9 _ d0 9 wp T Til F: LG. 79"F GNCID EMmImmor- CL D.W. r- - - - - - - - - - - 59'4' O 25-SH EGRESS I '- I I IL I T HA NSCN BOX @ 33 36 A.F F. 9'-0" I T-8" 2-8" 4'-3" 6-10" T-7" I to I � 2:12 SLOPE . CEILING I I I �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cM n� ---- / O / FAMILY ROOM � VAULT. CLG. CAFE i/ CARPET VAULT. CLG. O 25-SH EGRESS 0'.4 HALL 9'-4" FLAT CLG CARPET FIBERGLASS SURROUND _ R&S PT. I H OPT. D 0 I BEDROOM V-0" FLAT CLG. CARPET 4'-1" 1'-T' \ 8'-0" 2-CAR GAR 8'-0" FLAT CLG. �-- EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU ROOF I I BEDROO 4 V-0" FLAT CLq. CARPET i ENTRY I Mj 40681B.F. -- R&S a -- G.T. I D I I S3 I I I � I d, to = v� ;M U w HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 O(2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4' X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4' X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 18JX37i S.H. 14 20X501 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. j 32 27 1/4 X 26 26 X 25 S.H. J 33 27 1/4 X 38 J N/A S.H. } 34 27 j X 50 N/A S.H. J 33 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. } 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 364 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 4 X 371 S.H. 34 54 X 50 1 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +29.7 I -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 UG SEE SN SHEET OH SEE SN SHEET go] 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ V-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM J J AREA TABULATION c N 35-SH H B A O S3 1ST FLOOR LIVING AREA 1817 EE LIVING TOTAL 1817 E21'-5" 16'-3" 4'-8" 1'4° `g 37'-8" 6-0" 15'-0° GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 0 e 0 0- INSULATION REQ. !2 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED `D EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) w GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) U Z o Z z Q_ a Uj Z V) 0 4--J cn w •O w N r� F_ U w C m N a>Cl) ce) U 8i oho 00 M r. Q rn ur) Q d s�D. "" �� N �O �n Z W �' ���z � z ¢N�! Z O 0 o J '.• •+CV OF E l® f6ildEl11t4i��' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Budding Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W �a U O UJ � O �Z® cu LL ^ O a /1 U_ ` 3 .� 1 V J z J W U = +� b z RO 0*1 fig rq rl 6922 u Q Z� ,A` LU In LU aZ� LU r1jZ �' z t- _ � a rn0 00 7­4 a to f S SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. 1.0 Z. 00 N E 0 MIRROR a, j OWNER'S BATH KITCHEN ISLAND r. BATH 2 rb C Cl) HOOD Q (V 0 � � RANGE N KITCHEN 0 M 0 r- CM (� Q T CV OPT. T CV REF. Ll KITCHEN INTERIOR ELEVATIONS_ U z� —o® z� z a t� zClto C9 a- J W •V — 0 W � c 1C., AA ca '- U m N N cc C f0 04 04 U 83 Q rn U.) c �i O B DO N - C� �II� b N 'O O # z Zz fi oc a UL USE L u-. $ Z O -8--WAD ` O•�••••e••••0e� 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 W ;a a F ay:: EL �ZOU Q O gh !H W V) J J U u{&�,� F� N W �Q C O �3 w v0YNNA ZLU Al � N 5 a ICY- z J �..� IL Z W ZZG z U ~p0 N 0° O .V}/O V oo Z g i � f rn ,--1 a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO• 4mO SHEET NO. 2.0 00 2 IC / E r O E 1"x10" SMOOTH TEXTURED BAND 12 5� TOP - 4'-0" RIDGE VENT CRICKET BEYOND NIEE FIE El MEN No, 0 POP 0-1 16'-0" RIDGE VENT 12 �5 ------------------------------------------------------------------------------------------------------- TEXTURED 21 -011 0EMENTICIOUS Z"�FINISH ON C.M.U. (TYP. ) 25 SH25SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FRONT ELEVATION - Al SCALE: ,,<,_,.A. RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. U�® zo z�® z N C9 w C �V - OLU Ln U �� CDLu ~ _ 0) C" C)C W c)' M O N " $ U ¢ `R z U) co LL •'}701{C o W LU LL a UJ Z 0 g�a ih 21 Z5-/ m LL {z C-4` OO,wwWFDSI NG• OM _J • C �� •• LY F '''.�'��' •••'••.....••.••"•gyp � QR O F E S S\O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za a 0 z U _OLLI r�y� p 6 g J co a�a� LU (C$r71 N Q) J WLU g� �Z � z Q A 0 z �f °_& 1� L.L� S Z z J W zL) W Q z $ Z *k N z Z m ° Z g w z ° o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.1 L 02 tR a w N E E x tttttt■ T.O.M. HDR HGT. - — — — --------------- — — — — — — — — — — — — — -- EXTENDED OVERHANG TO BE TEXTURED CENTERED ON DOOR O - CEMENTICIOUS TFIN00 0D ISH ON C.M.U. (TYP.) 25 SH 25 SH F.FL. _ _ _ _ —5068 SGD 16'-0" RIDGE VENT 12 5� -- — — ------------------------------------------ 1'-0" 2'-0" 01 lot TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 12 zz:::�15 4'-0" RIDGE VENT 12 �5 REAR ELEVATION - Al -- —_--- HEEL , �5 N T.O.M. ---------------------- -- —, HDR HGT. TEXTURED CEMENTICIOUS O FINISH ON C.M.U. co co (TYP.) is 35 SH ]_[ ____ F.FL. ----------------------------------------------------------------------------------- —----------------------------- SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *"G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions 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 1500 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 pant of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 80. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO, FT. z� z�® a z tJ C9 0 C w �V — Ow Ch c �yj � U w i� ~ M m N " ch C1y004 N �j 0 L SILK a 5 -00 Q o MID. NN C� „I/17 N_ D pp N I� ' U z Ei Z W a 10Z_ =�;� W V a� 0LL\�� X •..Eom � �: r0 d P �R O F E S S' O` \� /'r1/f1111{{t1���1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z O� a. �.9Ir 0 " W J J N ® L � �� W LU Z � C < 0 W o Q < . F O TT� V , � r�P Ey o �a DC Z a c Z J rl ' Q W Z� o zUJI N *t: t�0 O 00 Z g tj S rn T-4 0- 1 U) I a SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 00 1 r, 2" *NOTE: VARIES 1'-10" 1" CAP CAP N N FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY = 31/2" RADIUS 1/2" RADIUS rsr,� to iv oo - �O COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �rN iv 3/4" RADIUS a� 1'-5 " 1r, 1r, `n BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OFa 1" 4" VARIES 1' OPENING _ VARIES = °i 21" VARIES 1,�rr M N 12 VARIES -ICY 1" 1" 1" 11-01, 1„ 1 1/2" RADIUS 4 4"� -,j' 2"4" _ 2 1/2" RADIUS V T or _ Ak _ s 4 D[ VARIES 1 " SIN 1n lv �2 11 i 1" LID — cO - N ^TN 3„ Z,r 1" 1" BASE • BASE 1,-8" N t 1 � *NOTE: VARIES 8„ 2" 3„ FOAM TO BE USED ONLY WHEN ,- - i0 REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 1'-6" 1" DETAIL TO BE 2„ 2" BUILT W/ STUCCO. 24" EDGE OF OPENING 6„ • T 0 1-1/2" THICK 1-1/2" THICK 4" 10" `IJ ' 1r vTSaN 10" 6" NN ds ' LV' c' ^ 444y 2" 4" /�4 2r,1 2 in LU LU IN rA_ 1-1/2" THICK 31" 214 „ v 2'-4" B yII v 1-5„ � ZD 00 IN CM 12 VARI VARI" ES �r2, (NV • VARIES VARIES 4" 8" Iz �11N T - �(s —6" 4" KEYSTONE F11 r OPTIONAL 0 °' KEYSTONE F11 0 OPTIONAL L3' iiIII �j 4j" 1 ZD „ '4" 3 a3 GARAGE DR. OPENING 11 4" WINDOW OPENING 4" 2, OTE: NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & H FINISH14 1' 6" 14" 12 1'-4" • FOAM/rEPS MATERIAL IS ACCEPTED 54" 1'-1 54" T-8" 1" 4" T-0" 4" _ 10" 1'-4" 101, `' 0 N f2" = 00 = v � CV N el CO o r I N 4 (V OP • 1" N� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 4-1 0 ACRYLIC SAND FINISH Ut "' Z M Z � z� Q a 4—J w .0 w M U mo W 1-- N M to , M = 9? ci O_N Cl tLL00 C o Q '� o d B DO N `C A Z ,Z] `G)MLU Ru Z to It- 0LL � ° o QNa a W WWWYMENG.COM O 0 N O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33601 www.LennarTampa.com w� zQ J u�¢gc& CZOU 8� aIFJ 0 V 2 L D C Q I— �_ C 0 o O V `J W UJ 0 T X Z Z J T-4 CWC G LLCCJ G Q a ~ F O m 0o Z g �j W g �z O .-a a =LU cn s SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. F1 Z 0 a co E x I 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 9,4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 09 ELECTRIC METER Mien ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL s14 copper to Rohr% A outlets NEMAt 200 AMP •12 copper to 20 amp dos #10-2 copper to WH #10-3 copper to Dryer n -W 0 or 4/0 SER Atu 200 amp 150 amp Di POWER CO. FEED — INTERSYSTEM 4 Bare Cu Ground T#4 BONDING ROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION MAIN ELECTRICAL PLAN_ SCALE: Y4"=1'-0" C9�'® Z c Z Q d Cl ^� W cn CD1170 o �V — O W H U ~ t7 m N w c� ® U I 0 - 2 C Qtm n rn�v d AAHC BD. N CO � � N 44 Z�z w a � U-LU W inZ V a� a m � W •as�a�� LL Z * W N m oq W W W.FDSENG.COM 00 CO r- 0 N 0 N cg To the best of the Engineers knowledge, Information and belief, the structural plans and speGtications 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 drewing pages bearing EngirwWs signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W {y a UZ a lit Z iR 3 O W c U W LIJ J _Z Q 52 tyo� Q W Z J Lrl lJ.l 6Lli (31 Q Z k Z8 W rn °6 g in o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 4.0 a H Q CO 00 W ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide U 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 SO. 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Z c Z z Q a t^/)C9 , W cr) 'N Lu r) �U - OL" F" U M m N Lu S ' ® = m CM :S c y? `Jf O_ON LL 00 a cm afi ¢ d B D. N fd N �O co rn � Zz G' z° U) U1 a_ U3 a a V ¢3 C1 W� 0 x LL.Z N M. � Q S A W N Q c+1 ffro �`,\��ta�111111111t/lf O O a ULO F y i- ,.• 1 }il i 1l j�.`Li ift+#J°;4iE e. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Budding Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W 2 a 0 z� O U W Jp p��,LLsrv, O — N Q R L G O �W Te Ii W = V W F F S i0_1 (71 0 N O N W � Z T-4 LU J Ln UJ Q Lij Z *k N Z Lu m 0o Z g y�j�$g Lu = w SCALE : AS NOTED DATE : 6/19/2018 TECH: M]AM ES VERSION NO. 4z0 SHEET NO. 5.0 d t1 a 02 0I N O\f W 61-0" 3 A H.BT S3 3'-0" L. X-10" 1. 4'-0' 3'- �...................�... ............._...............� ... .. ............ ...._......_.�. .......................... ................ �............... N� r-------i----- ---- 11 ---I-- —r--------------------� _ 1 = 3-1/2" MIN 2500 PSI CONC I I I 4 I SLAB OVER 6 MIL VISOUEEN BARRIER I VAPOR (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) ciao 1 I ( — — —CJ i 31-54':.. C� ::...... 7'-211 T = C—f LOT Ci co ......... I 0 Gi I , CD �• ` co ;; I �o'-o" .. I .. 17— Lk r. A I CJ CJ CJ 1 1 f 100 1 I I K (2) #5 REBAR r S3 1 f o I ' S3 VERTICALS w/ in FILLED CELL 23'-11" 2'-10" 4'-111 1 4 2'-6" I I I G o , I: I O K I 2'-6"x2'-6"x1'-0" S3 C J _NL QSP _ _ �, W/ 3-#5 E.W. KITCHEN ISLAND I I I I C ASE TO ■ I LOW WALLS ao_ L=__J I 11 1 ✓ I S3 I I S3 _ _ _ _ISLAND I _—fit. �— CJ 1 — — — — — CJ CJ :: CJ o> I N 4'-0" S3 5-4-S-8" 7'-8" -3 1/2" ; ; 2,_ SLOPE I 1 1 37•-5� I 1 2V-2j" 32'-8� 41-81" I I (2) #5 REBAR LO LO -3 1/2" L S3 I PROVIDE 1 Y" RECESS VERTICALS w/ in FILLED CELL HVAC CHASE W.H. I FOR SGD. REFER TO I •- BASED ON II TYP L—— MASON'S SLOPE FOR I WIDTH I I LOCATION AHU ----------+—-------J = — — — — — — I CJ INDICATES FILLED CELL w/ 3000 — — — ........... L._;- ..� cod ■ ■ ■ CJ C N STEPS AS EQUIRED FIELD �0'-011 PSI CONC. GROUT FROM FT. TO I I PER I BEAM W/ (1) #5 REBAR VERT I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONCJ PAVER TO BE 4" _ BELOW FIN.FLR. �-3 1/Z" SLOPE�I a `" I DOWELS 5" EMBED W/ 25" EXT. in PROVIDE Y2"x 9 " — ABOVE SLAB GRADE 40 STEEL — — — — f— RECESS FOR FRT. DOOR ��I Q r q H.B.T L S3 S3 2'-6" x 2'4" x 1'-0" ,, TYP W/ (3) #5•S E.W. 7'-1Q' _ 5'-2k fi-n" i,-Q" ri,_9° �i'_1° A' -A' r,,_n^ 1,_n" 1 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 W.W.M. PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ... L co CONTROL JOINT DETAIL SCALE: NTS .;� • vY #5 CONT REINF. SEE .; ; .: • "�. FND. FOR QUANTITY • •�'� •~ #5 X 25" X 25" CORNER �'' ' •'' ' �• • BAR ONE FOR EA. HORIZ. REBAR, TYP. . •., ..:. •• •. •• •, -• ' •• U.N.O. "*Alternate: The reinf. bars shall be • • • • • • • • cunt. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE:NTS C9 Ln Z Z Q J d 13 z to (9 i�c -+ n w � p .O w N �U U WM as m� N ULL.o QAl � I BID. " cl N O _ � N Zz e z° U1 — � � a HO „ Cr) m ?5 m of c �y0• .�, ��••— F L O �\ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.= za ria a �Z Z 0 O IN L p � Z z z � Q Z 0 �d 0 U- U = O . z O 298 U52�� IN Q�w ZE LU L=•1 W z � Z Z Zyg tj m rn QO ,--1 � 0. _ to � W E SCALE : AS NOTED DATE : 6/19/2018 TECH: WAM ES VERSION NO. 4mO SHEET NO. 6.0 ZE tr 0 v x N O N 9 UPLIFT CONNECTION CROSS-REFERENCE 6/19/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 112" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 145 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH.118 1061-112 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1.112" HTT5 3225 5/8" ANCH. /(28)1061-1/2 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I US96 1165/1070 ** 1005/915 "' 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 *' 1335/2820 "' 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 "' 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -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 1 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 & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 1 10 -10d SPT22 685 1 8 - 10d SP2 1065 605 112-10d SPT24 1030 12-10d 645 555 1 12-1Od X 1 1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ..) (B) (B) (A) (+ 10R 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/. 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR N2 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 C ER 1 OR CONT (A) QT► 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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT SCALE: %4"=1'-0" U � M Z Z � z Q a Z "W w 'u — 0 W C r� {v U m o 04 W _ e) ME LP t h O o c U `i o �o �i rn U, 2 v o N `O -- N CR vl N z IUL ul ..Z N °x o V m o y LL Z ¢i Q v Q M'E A YJ � o tittl`1�tili�til,�P .r�� F ' •'' . sPot y° •.o C� U 40 F E S S 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 a a z a z O U w w W Z Oho V L z �>/ Z LL F ^Q C o z z U " 0 L�L ��++ 5gz o � �MMo " 0 � N O O g� rl wQ� <� oC Z ^£ Z J Lr) Q W Z q z $0 z N kQ Z Z t— m O 00 g = �w ,-4 a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 4v0 SHEET NO. 7.0 Q -v N O Q 00 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 17-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added repar 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 AC1318 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 verftcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 B/1T FORM & GROUT SOLID 4 .• N W � J O - #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE - N.T.S. ■ ■ E MN . . . . . . . . . . . . . . . . F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c p�-"f- recasilintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 .(1) IN. RAT TOP (1) REQ'D �R ALTERNATE POWERS STEEL LINTEL ° 4 4 ° .M.U. #5REBAR ATTOP 44 4 a MIN. (1) REQ'D ° 4 1-1/2" CLEAR " _ a 4 4 G Y GROUT J a 0 n ir ° d C.M.U. REBAR AT = — rn w V O BOTTOM OF LINTEL CAVITY w - OTTOM o ¢ Ci $ v REINFORCING o LL t7 X 7-5/8"ACTUAL LINTTE DED IN Z — b 3 � D D REBAR AT BOTTC �, 'NOMINAL DTH (VARIES) ¢ g �° �° AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-10" LL 6'-6" LL O O 5-10" LL O 17'-4" LL (i) MIN. LINTEL PLAN SCALE: %4'=1'-0" 0 L Z Z Q a Z �' 0 � W (] Y ao •U — OLu 2 W M ti yp�P1 M U 2 �g� ¢, X Q d Al I B D. 11,C t N �O LU °' w ' LL a LU V0 a'a•- ,9'a x S t7 y P oa LL Wesr= ' 9Z A N 11111101;j1Z i O Zi Qj Q J -J V To the best of the Engineer's knowledge, information and belief, the structural plans and spedficadons 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 200 1 Tampa, FL 33607 www.LennarTampa.com 9 wR Zg2 Q S a C g01U -, L U9�6_� c Ug ` I Q WZ U v tug Q W CIS LU J U111 --4 1 Lli W X f � u d- Z Z t- 0 0° g W o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO" 4n0 SHEET NO. 8.0 4 02 t a 00 E x 00 w 3 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, SEVERALW NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE 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 308, SECTION R .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 3 21NCHES (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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 1.3. 2 UNIT WEIGHT F F G 0 8 C.M.U.C.M.0 BLOCK: : 55 PS 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. P F REINFORCING T ALL DIMENSIONS PERTAINING TO THE LOCATION 0 R INFO CING ARE 0 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: GI-P CONCRETE FORMED AGAINST EARTH: 3" GI-P CONCRETE EXPOSED TO EXTERIOR: 2" GI-P CONCRETE NOT EXPOSED: 1 1 " GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M•14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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. T 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBGR R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigatior, ddrlerems includin all risers and spray heas shall 1sbe installed Whin V-0of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth gradd shall not be less than 6 inches. thicException: ad red dimly to decorative walls finish less than 5/8" 5. FBC-R R318.1.1- initial treatment shall be done after all excavation and bacicfill 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 mint II occurs before vapor retarder placement, retreatment is required. 9. FBGR R318.1.5 - C Crete ova and mortar along the foundation perimeter must be removed be ore extenoi�°s0, treatment. 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. FBGR R318,1.6 - An exterior vertical chemipal barrier must be installs after construction is complete, including landscaping and imgation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. I he 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= +l- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N =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 DRAWINGS BE FORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9LO Z Z Q a z cn 0 i-i cn -w )rz o •U - 0 w N c ~ �N U M mo = no"A o� N U iYi L "� Q rn � �i Q C A' BID. N C B D C N N LU LU a s LL inz V 0 LL x N :; Q Nam c W o /v `sE111t1aJi eir •. o •� :N C ••� �0'` 0 F S S 10�\ E �rffJJiililtl'�� 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 fhe 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 za z pp� t2 CJ) �LU >_ I- uZ CL Q 0 O = �- C114 U) a � W a Z J �Lli W {i k m dam' ZZ � LU g z ° ° g T o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 4u0 SHEET NO. SN N 0 LO N I 'S a CORNER OF HOME GARAGE SIDE x N 0 J a oo d 02 N 10'-0" TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR O o in GAS METER = V O O~ CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U, 15/32" CDX PLYWOOD OR 7/16" OSB IDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N++ +++ +++ + + +++ +++ + + + + + ++++++++++++++++ Z++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nee wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 314" 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" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1) gap —� FILL CELL w CONT. #5 > STD. 90" BAR I HOOK STD. 90" HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU BOLT FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. )Small 2" min. 2" max gap • � 4 max. 4 Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - 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. higher than 1rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical bad transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. ` T nail each side ll at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. </ Provide adequate bearing for each lapped joist. odnails SECTION a@ INT. BRG. WALL 1 N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wail must stack over blocking and wall or beam below.* --� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A 1 2" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" VA 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" V-11" 2'-4" 2' 9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-l" 1'-2" V-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (1t) 16 V-0" V-1" 1'-2" 1' 2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" V-11" 6'-11" 7'-11" W-11" 24 V-0" V-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 94" 7-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist BeBringLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPS( w/ (22) • NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A 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 PLAN FOR7- SEEaFOUNDATION INFO ' a' 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 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rv�. %.nmor_ -f rv�, 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 JA- X1(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION G �ZL \• sie • � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Aq• °/ av .G e a o a (eA •v SEE FND. PLN. SIZE & REINF. (D L zo z� ¢ a U)L/)0 C1 C).J u, 4-J w •V w C t/ I �}� F- r V U M m N w ® R IsP4 OoC, fli ¢ - " o 8 Al BD•�= ""� G N tt�� is �N� Z W ` Iz z° LL q = W LU _ a w . > � a LY Li <ckzo-S-6� � Z a tea' N< °n LU o � o ``',\NNN' ��t0 !N N *• to 4 �Q: _ !j .......... \ d- \\ '? 0 F E S S Ota \\ I I i 001\1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residents 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 2001 Tampa, FL 33607 www.LennarTampa.com Wo �a a gga �zao z� w y OC J jLVg-7 GG.. •p L C/) W p > V z tY z f 'a U I? � u) uJ Z z _J r-f Ln W .2 ti IS ,ram Q z N ta0 00 ZS 5 _ rn O ,--I 0- cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SN 1 00 -M i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ wl (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @EACH END (U.N.O GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)1Old NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL.HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `�_ CHAIRS (TYP.) " A __ " 0'-0" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4: 2 I WWF OR FIBERMESH ELEV. O.C. 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 n . ° � (2) LAYERS TYPE I OR TYPE II ° ° ° A.F.F. �� 2" " O @ 24 O.C.) WWF OR FIBERMESH 2„ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. • . .. ° D ° "' - P- ° , ° a ° °, z a a ° ° ° ° a ELEV. 4-3 1/2" a ° ° ° a O ° ° A.F.F. O �31/2"MIN. �31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° - ° ° 2x4 COT. ° ° ° ° 4, ° 1/2"(min.)- - ( �r 1/2 (min.)- 4 �� „ 1/2 (min.)- 4 TRUSS @ 24" O.C. U.N.O. _ I ° a _ ° ° g ° o I ° ° d e ° CV = , ° .. Co 'rT ' ° •• = p ° . CO m 0 �• 12 HURRICANE ANCHOR @ EACH - - I I a GARAGE DEPTH VARIES ° 31/2"(min. - 1 - 31(2"(min.) .41 (NIP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ - ° ° - METAL PL. UNDER EA. TRUSS ° ° o g ° - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT.M4" 1'-4" rrr 8'r (2) #5 CONT. 4" , A 1 811 -�} IN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. TYPICAL BEARING WALL @STEP K`CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP GpN'(�NVpU .I STRENGTH CEILING EDGE S�GOPE� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. B EE SOFFIT SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. �M�M 10 MAN opus ppNt�N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALLJ 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C \ /' FOR WALL HGT. :5 8'-6". NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ rd2PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL Cr �� 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB MIN. GARAGE (MIN.) @ PLAN SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0!C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE Ir r•. TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ X SPACE ANCHOR E SIMPSON SP1 " SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] J #5 REINFORCING �� iv BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ 10 10d NAILS ( ) i., r 2x P.T. PLATE FIBERMESH � WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH r , ARCHITECTURAL TYP. ASSUMED FINISHED - c PER MANUF. #3 OR #4 REINFORCING BAR w t+ s FINISH 1x2 PT WD FURRING @ 24" O.C. ' GRADE _ _ > ° . z r= LU GRADE 40 MIN. Fy-- 40ksi a #3 & #4 LAP SPLICE - to ° p• - cq (1) #5 VERT. IN FILL MONO OR STEMWALL z = Cn > p. FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] �, - . p .. ��. 1/2" GYPSUM WALLBOARD CELLS (SEE 14N, FOOTING MONO SHOWN I> w U.N.O. N FOUNDATION PLAN FOR LOCATIONS) D p °, FOR CLARITY ° _ _ °O D D I= I=1 I I=1 I I=1 I I=III=� 6 MIL VAPOR BARRIER D ° ° e. r iv z #5 REINFORCING BAR R 1 7/8" W I D D ° 1x4 P.T. BASE NAILER ° III=III=III=III=1 I I=III= ? ° #5 LAP SPLICE 2 #5 CONT. - ( ) m m 4"x4" INSPECTION > ° _ _ NOTE: ° D D I= =� . - I ' ON 3"CHAIRS 31/4" BASEBOARD PORT AT EACH g III -III -I � I-1 I I -I � 1=III- N FOR BEARING WALL -1 r I=III=III=III=1 COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] 8 1� 8 (TYP. 1� " ) FILLED CELL TYPICAL =1 - W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ III=1 =1 =I I= I= I 1=III=1 =I =1 = I I=III=I I=11=I =I I =1 1-III-III-III-I 1=III=1 I -I I-III-III=1 1=III=III=III- D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. Q TO CUT BLOCK OR POUR -'=1-I I_=1 II I 1 I ;III-1 �'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE iI CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-T S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. L '- r" °, VARIES00 v I `' 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 > 31/2 " WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR ► z min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER c ; D 1 N 0 , a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO; = COMP. SOIL. ° � v • - ' TOP OF BEAM &LAYOUT DESIGN ad (COMPACTED TO 95% a (1) #5 REBAR w/OPT. SEE ROOF PLAN _ a a ao c <• ° ° MODIFIED PROCTOR i -SC, I �IVCLOSURE (2) HTS20 FOR STRUCTURAL . v - T E _ ASTM D1557) z - I �"I II- BEAM SIZE & _ 4r N d (2) #5 REBAR CONT. 3" IN. CLR. 4 _ CONNECTION INFO F�I M ,' e • - ON 3"CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. I I U.N.O. DETAIL) ar4P.T. 2 S 2x4 #2 SYP P.T. FRAMING w/ - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL >r16� o.sT MIN O.S.B. SHEATHING Z ATTACHED PER NAILING SEE REIN / I g�� FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. HOLDFROM SLAB 0'-0„ J CONT. BEAD SEALANT W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° • ° 31/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS z -1,'� 13" S O.H.D. RECESS ° GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS r\ � I CONCRETE IL / 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .. EXTEND FILL CELLS c M EMBEDMENT @ 12" 0 C W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � -- v ' ' r ' ' �':•; : •• :.. '. � ..•• STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' - . •- ;. ' _ •• �'' ' - ''. '' :. ' ' •= PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN � •:. • . •� _ •' (MIN. SHEAR 180# MIN.)::: CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;o ? a ° '> :. 4" °P •' .• :: °P TENSION 120#) CONCRETE SLAB E _r�, FILLED SOLID (SEE PLAN FOR - __ • •4" - <° = 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) 0 � ;III=1 ° ,• = = = =1' '•: •,' :� ' '•: •,' :� c •= WWF OR FIBERMESH Z w=III-I -III-III-III-I w III=III I I=III=III z ' � ' 1 ' ' _ _ _ _ _ _ ° _ _- - _ i- � 1=I a BRICK PAVERS or SLAB PER O w vwi w = • • • o o =1 1=1 a a- = Z a = - _ • : . SEE Als3 OR J/ss - 1 . • : . SEE A/s3 OR J/ss - I - T3"MIN. -III-=I a 0'-0" FIN. FLR. COMMUNITY SPECS " - - -- I �=1 =1 I=I I=III-I 1 -1 I I=I I I I I III -III- I=1 I 1=I I I =1 = FOOTING j M 6 MIL VAPOR = = r _ - �- - = 1 1=1=1 I BARRIER - - ' 1L 1L t lI -I I=I I-III=1 I 1=1 1=1 1=1 I F FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. CLEARANCE =III=11-I I - I=11 I -III- 11=III=11I-III=I -III=11 I- BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) '-III III III �-1 � '-, � - y:: ; s .• �.:: ; ..: 1=1 i i-I" ' '- PAD REINFORCEMENT 3"MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) „ „ 4 4 :.•y .ti :• • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ... �. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0""Il S3 SCALE:3M"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z� z� z� a U)v) (D Cz � w `L, •U - 0 w V) r2f U LU ~ M o m04 a) C', C M C7 U U. o iz- ¢� n$� Q o B D. N Z W yP1z z r W V a Fx ° Z ¢� Umz LU Q1N. c 1�iglyl�r s P •r. ��S ••12 �. 0 kit 131 •'• c 0 fill 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 - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �aa J n: Uz o H� LU Q L Co �LLo _j z fz k43. Z 06 0 a Ou = Ch Q _ Zo sg2S j � O on fV 1� t�QL Ln LU .WJ W � ~a F F Z ZLU 00 g = r"IO ,--i a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S3 (MONO) �\Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d N NAILS AT EACH STUD 0 2x P.T. PLATE it 5/8" x 10" "J" BOLT @ 24" O/C MAX —J z W/ 8" EMBEDMENT (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND _\ FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION — 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C U;2x FT CONNECTOR CHEDULE) E 2x4 SPF. #2 ATE 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/ (3)10d TOENAILS T&B AS REQ'D OCKING @ MID POINT EVERY OTHER * + STUD W/ (3)10d NAILS ++ + 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. v x N 0 0 J N a 4 MOUNTING BASE NOT SHOWN 13 FOR CLARITY SEE DETAIL E K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD\ FOR DRAINAGE m� c SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT °Q ° 8" STD. 9d°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DRILL 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE G S4 gJ c LL \MWEEMEMEMS T > 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ Ll ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL -\ El❑ CL DOOR OPENING DOOR OPENING LITJ EXTERIOR J ❑ ❑ WALL ❑ ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. 4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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) EBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL d n a d ° DOOR STOP ° d c� a ° MOLDING W v ? 0- 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. —CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED OAST, 10d @ 8" O/C STAGGERED FROM BOT. _/ U �l ATTACH ALL J SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS REINF. INFO. W/MOUNTING ANGLE T 4b16d TOENAILS TO P PLATE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • 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) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SECTION SEE SECTION AA/Si FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/Si FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF NNW 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR a INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE O 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/S"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED OAST, 10d @ 8" O/C STAGGERED FROM BOT. _/ U �l ATTACH ALL J SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS REINF. INFO. W/MOUNTING ANGLE T 4b16d TOENAILS TO P PLATE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • 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) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SECTION SEE SECTION AA/Si FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/Si FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF NNW 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR a INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE O 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/S"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED OAST, 10d @ 8" O/C STAGGERED FROM BOT. _/ U �l ATTACH ALL J SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS REINF. INFO. W/MOUNTING ANGLE T 4b16d TOENAILS TO P PLATE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • 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) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SECTION SEE SECTION AA/Si FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/Si FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF NNW 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR a INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE O 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/S"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • 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) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SECTION SEE SECTION AA/Si FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/Si FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF NNW 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR a INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE O 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/S"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE O 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES orE SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/S"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. Uf® z� z z n U) z cn C9 C1 � w M o "0 w i� e U w E 8 aim~ m N .� cn C C"— N ¢ B, 00 � v �Qo A 1 B D. *D N C 9 C `- N �O N. 1z Q �LLgw ri W a WLH16S� W Q I c `���ot�tllifl�yt,,, � o ;tip 6 ,... '•• U••" ....... ,•,����//��raR O S,O"�' \\\ /�11111114111 � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 10 Z4 W o: U Ho U �? J W � o: S ^L, Z, O 9 U / z Q E a W U J HS 0 J Q 1~ Uj boom k oC � rl ID g a W I- � z �' *-+ o $ J .Lr)-I a LLI z o� m z W dog 9 �LU 0 00 gLn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (j 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) I NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) " 10d x 1 K R EA. SIMPSON SP4 w/ (6 ) 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTI 00KER OUTLOOKER 42136 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR IFIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS ITRUSSES EDGES OF 2x4 CRO BRACE 1 Od x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF • 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST WEB @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT • EA. END @ 48" O.C. A LENGTH (SEE TABLE) (SEE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) .J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ DV BLOCKING r 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" 0/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 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 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) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) 2) SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2' " CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)1Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED B TOMd 48" 2x BLOCKING TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAI OKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION (ALI SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 REFER TO DETAIL J ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER SHEET S5 FOR SEE STRUCTURAL OUTLOOKER @ 24" O/C ON ON SHEET AND TOP " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� � ;o SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE 10, LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED 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" FIRST (4) FOR THE FOR OF (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ; E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING WI ;. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION it B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SECTION g � SEE TYP .WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. N 0 N r` N co olo MINIMUM 2x a CROSS BRACING (SEE PLAN FOR LOCATIONS) z (2)16d PER JOINT 2 N_ O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N CROSS BRACING DETAIL ri SCALE: N.T.S. C Q ao 12 0 6.9 1 MAX./ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @-� 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 55 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 II 11 Y r I JI- \ A II L M 11 1. a II II• a.. l `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. S5 SCALE: N.T.S. 15 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @48"O.C.CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING ` MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4')0 SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-a" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z� z� a Cn C9 4--J w OW v F— U W Cl) gw1 M Rn '®_ 8 U LL co GO ¢ CM R 4 � d E D. " ' F N 10 10 :[/■i� s8 �{ � � `W N�Z � Z a �oZr . a W — LL ¢' rn 3 og Z N g-9A� z �,� YJ N < c U o O ❑❑ FzC .•,,• ,..... ro •••; ? -•� • G rah � t =_ O I E S SRO r/�/11t34i1t11��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z< a tj 22 Z� do 'z F -Co o��R L � Cif 0 } �Z c Q x 0 1 a. L U p o Uj W U = �� o Z_ �o ^ Q LLzd �o *k Q � p Z Z J Ln rl LLl y� Z8 lC Z Z tu m o 00 � g o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S5 00 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 � ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. JAMB(RE 1 P.T• TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8" DO NOT DO THIS ` ' 2 x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (fYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 1 X 4 3-1/4" LONG X 3116"0 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 @ "0. EDGES AN D 12"O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" (n'PJ ` ' . BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 41 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 3�t DETAIL `SiD. 90° HOOK (TYP.) STD. 90^ @TOP & BTTM CHORD, AND (8) 1 x4 P.T. & lx8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" �� O.C. & 4 FROM 1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND TO SHT. SDW2-K1 I JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 10d @ 12 O.C. 1 X 4 � FURRING — 2X8 P.T. WITH 3/16"0 X 3" +2" NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL L=25- NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16110 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT ° „ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1l4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OR RECORD FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I FURTHER INSTRUCTIONS. •. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN �' .•.; :� ° ,.' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. •°• • x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOT\_2() AR CH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN I.. ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY xO (2)10d NAILS @ 8" O.C. VFRHgN ARCH DETAIL J WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + + OTH PLYWOOD SHEATHING �- rr t_ rr 0 5 0 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-g ROOF SHEATHING ATTACHED + REQUIRED kill, EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT • ° > ►.. /4" MAX 2-08 �� " TRUSS + SOFFIT + ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10" • D. ` ° . ° CENTERED W/ BLKG. &BUCK H2.5Aw/10 2X6 TO 2X4 ( ) 2X4 SYP . IN TOP o ► ° ' , 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT / it ° CHAIR BLOCK -I 8d NAILS @ 8" O.C. AT BUCK14 NAILS AT EA. END 2 x 8 VERT. W! (2)10d PROVIDE BRACE PROVIDE (2) MIN. PROVIDE 2x CONT. W/ 3 O ,' CONNECTOR - MONO FOOTING SIZE AND REINF. PER PLAN VERT.BRACES WHEN T. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BYJ 7:' SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 p CLEAN FILL > 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D TO BE INSTALLED BUILT UP PLWD. BUCK - '-0 N PRECAST LINTEL %.°, • STANDARD 4 SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION : 90' HOOK iv #5 BAR IN I TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' , INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ;: �... �... , . THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. �... �. �. �. .• '. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION MB-gMONO STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS TO STEMWALL FOOTING 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 SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) #5 BARS OCCURS ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING T IN. 3"CONT TOP WITH MIN. 3" EPDXIED XIE EPDXIED w/ SIMPSON � O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER " 6-0 F F EPDXY MIN. 6" EMBEDMENT & to FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ►---� Fes- e ; p w a A REINFORCING AS FOLLOWS: ¢ to 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT - p e p tw-a g PRESS PANEL REINFORCING INTO PLACE. : i '; :, .. ' ' " :,;,:. ' :'`:: ; ' :;::;.; #5x6' EMBEDDED INTO U z "1::^;,: ;:;, '''.'_:; ,_:;•;: ' 6" MIN. LAP SPLICE W/ p ° EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: ' CO FILLED CELL U SMOOTH. DO NO FURROW. - ° . p ° N IIHDRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o p ` SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ° ' 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. C-4 g e TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 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"-1-0�� „_ , " SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH`, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z_o zC> z� J a (n z V) U � ►N,J � o .0 w Of Lo � U W M mo M 8 ® Cs O C Iv ILLS ¢ CD Q C All , V1 N �O L Z si 1-mLL w _ `n a 1111 V Z0i- °o is N 1 -g� m pi. UA �s�11111111Ckm 1� '�l " O CAS E ••,• •Q 6J r ►� Q o 0� W z •� .fir o ��P �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o W za CL g8o In 'x O W f o�22� o C Q �Q N J _ gjUj - y,u., I'- F- U P W v & 0 0 *k TI u Jaj 2: a Q zg '' 01 t-4 Z O 06 g LU = <w z rn ,-4 0- cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r 1 � SCALE:NTS 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1 /2" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS EACH SIDE w/ OR TOP & BOTTOM NAILS OR SIMPSON H2.5A w/ 10d INTO BEAM -SEE BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD E w/ WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/i6" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER TIE COLLAR TIE SEE FLOOR PLAN LCONNECTION INFO FOR COLUMN SIZE REQ'D ONLY WHEN INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL 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 EVERY & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATED ONBM OPTION A OPTION B CONNECTION INFO OPTION C w/ (3)10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENTrAN� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=V-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP F gm — z MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A • c v • • DIAGONAL „k 2x8 #2 SPF RIDGE BEAM N AT 8'-0" WOOD SIMPSO LUS26 w/ (8)10d NAILS o MAX TRUSS •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION `V 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) gEaR BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT °. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL Q SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF rg SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS v 3 SCALE: NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS all:TOENAILS TO TOP SEE TRUSS PLAN PLATE 12d END 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS Q STRUCTURAL SHEATHING & (2) MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL E SCHEDULE PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d E VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ �° ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING g = WOOD WALL SIMPSON MTS12 w/ �� EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYp TOP &BOTTOM EE SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. . STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO PLATE BELOW e� HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING `g TRUSS OR SEE PLAN FOR MASONRY WALL 4'-0" O.C. TO GABLE TRUSS y ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN �' (24) 10d x 1 1/2" NAILS 4'-0" O.C. @ i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. CL 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 16d NAILS AT EACH END CONNECTIONS TO G.T. N EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE SECTION @ BUMP OUT �39 12 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: NTS SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" E2 31 DETAILS & SECTIONS zg z� Q J V) 0 Ik_ja.) •V — Qw = e V, U '® _ $ m o C rz Y ) ¢� XQo ED. NN C� a ,11� N •O v N Z Lu U) Nii^�•-- W a: W iv: oW. 10Z V ¢ �� o H °' x � � � m LL Z to��' a IW O v V O ��`\\` �RD W ro Q : h� cFw U R O F E //� fllllll i I I!!N`\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �o W z¢ 2 11 O�zw J W M2ff a VO4 m Z ® s� L N Z z z8 iR �'� 0 W N O � -1LU V = `� 0 �PLU J g IN rid � Z J 111 �j r-1 ui Q Z I; N Z t z 08 m O� 06 g LV T o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. D1 00 N WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING O WEATHER 2 ' RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW ru+onn��a r�n.�r m��a 8 2 SELF -ADHERED FLASHING E 4M �o �o WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER M 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 HERED FLASHING 8 z 8 2 IIT 1 cm) iED FLASHING %PER ,TH SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING � SELF -ADHERED FLASHING E �o SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER / • O SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 4 O O O 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 asI #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED "In SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z c Z Z Q a U) z C/) (9 CZ 4--J w Ora o "U - Ow �� U mN M WW taS 0 'GO N _ U for .2M t '� GO rn Q u� v �Q o B D. k N N V� 00 00 U) _z ) z° ` •I C0if Z a rn 4 v $ V' H C. LL Z Ern m W O v V O ❑ IJ WWW.FDSENG.COM O N O N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w 0 4 OU 22 2� Cl)� giv l!8 �i® L N W Z oC n n Z 2 W 0 �3 2: O .o 0 `J LU � LLJ I"- � Q bo gtqy� Z Q W ao 8 Z J N� T-4 -4 IJ.J ZS 0 �j Z N 1� [� Z m O^ � Z _ -4 a V) I 0 SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. W P N L O 0 = IN N a c Ca -0 n- .� U N � 0 V r r •7 � O O v W March 20, 2018 C C 0 O fig_ CU O Re: Wood Construction Connector Compliance for 2015 International Codes 8 2017 Florida Codes 0 Cn To Whom It May Concern: Section 2303.5 of the 2016 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .� �/ J Q joist hangers shall be teded per ASTM D7147 Testing and Esta6kshing Loads of Jcat Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average bad at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materiels, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. ]CC Evaluation Services QCC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sim/az Devices in October 2016 to incorporate a msthodology re evaluate products to the 2015 I -Codes Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recomi rhend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8/3012018 when d will be re-evaluated by Simpson Strong -Tie. Please visit w�wo.suonatio.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.998.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwWBDW Engineer, Southeast U.S. Branch Age 1 of 1 Simpson Strong-Tls Company Ire. 2221 CountryLens MdQrmy, TX 7501N Phone: a72:542.0326 Fox A72.542.413a www.rionatis.eem �.../ zf� V//��/ � `V O O U O L V/ co U M O L W Q W Z Z Q J a SHEET NO. PA 1.0- A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2548 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU218.3 FL10858.1 ESR-2549 H028 fL17232.2 ESR-3445 HU28 FL10858.3 ESR-2548 HD28.2 FL17232.3 ESR-3445 HU2&2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.8 ESR-2548 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11488.17 SIM200804 HGA10 FL17689.1 Evaluation Report HGAIOKT FL11470.4 SIM2001iO3 HGAM10 FL77889.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA78 FL178IXh.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTTtB FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0730 HTT45 FL17324.2 Evaluation Report HTT22 FL71498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 H7W24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 fL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Repoli HGT2 FL10456.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS210.2 FL17232.8 ESR-3445 HUS21 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 88-72, please provide the information and approval numbers on the building components listed bebw'a they will be utilized an the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcatagory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/•87.0 psf ThermaTru Farber -Classic and Smooth. -Star (NON -IMPACT) FL20481.8 +87.0/-87.0 psf ThermaTru Farber -Classic and Smooth. -Star (NON -IMPACT) FL2pggl.g +87.0/•87.0 psf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0487.0 psf ThermaTru Classic -Craft and Benchmark FL75225.1 +87.0/•87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/�7.0 psf ThermaTru FiberClauic, Smaotthstar, ClassicCraR, Rustic FL7840.1 +87.0/�7.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 • FL15332.5 +40.0/-40.0 psf PGT Series 3570 FL251.10 C. SECTIONAL Clopay Building Products Residential W1ndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Cbpay Building Produce Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 per Cbpay Building Products Residential WindCode Doors WB (BX7) FL15279.85 +38.0/-42.0 psf Cbpay Building Products Residential WirdCode Doors WB (18X7) FL15279.102 +37.0/-41.0 per D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,ard 847 Single 8 Pairs of Doors FL11537.1 N/A (see anal sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 1Ii6 FL17498.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 186 FL15348.1 +40.0/-40.0 psf PGT Series 5520 F1243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HarcFePlank Lap Siding FL73192.1 - FL13192.2 N/A B. SOFFITS Alsace Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERIAYMENTS Tamko 151b Felt Underlaymem FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. On Ridge Vents FL18918.1 - FL18918.4 N/A Fonda Metal Products, Inc Vera RV10 FL21580.3 N/A torero, Inc DA-4 Exahuat Vent FL17202.1 NIA E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7849. t8 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulBak 18" wide roof panel FLt 1651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steal Storm Panels FL15078.1 - FL15076.2 N/A All American Shutters & Gloms Galvanized Steel Storm Partials FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP StruCNrel Conn. see chart ANCHORS Simpson Strong -Tie sae chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1889.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates fL2187.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.7 - FL8527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FLt774 N/A The products listed below 6d not demonstrate product approval a< plan review. I understand that m the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) ccPY of the product approval, 2) the performance characteriatica which the product was tested and certified to comply with, 3) ccPY of time applicable manufacturers installation requirements, Fuller, I understand these products may have to be removed if approval cannot be demonstrated during Inspection. APPLICANT SIGNATURE DATE Florid. Dapartrrtra d B1rY,sa a Profwialr Realtaea, Florkk Daparrrrnt a BuWtsa a Prdsabnr RaouMbn Florida Daparfntare a Busrtsa a Protasslor,al Raparion BuidYlp Codes and saildrds Bedldirlp Coda and Sgndards R.e., Buldlp Coda and strtdrrds R.e., Fbrida DapaMrrd d Beairtsa a Proisabral RpUlal011 Pop + as vrpon ,aDo,e +aae,e Suerlrle Coda and Shrtdrds wrJo+e Product Approval Appacatloo DseN Product Approval Applbaaon Datse Product Approval Applketlon Datse P �= N U O U N Q C 0 O .� U � �-^^ vJ 0 0 O 0 O LL .� 'O E O O L Cn i C Q I" .� U Q O U ._ Cn O W V `CU O Q 0— C U O V V/ U `M� W WC G Q Z Z Q J a SHEET NO. 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