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HomeMy WebLinkAbout2980 Moulden Hollow DrL --) 0/r� INnFX nF nRAWIN(;S �� SHEET DESCRIPTION JAN Z $ RrENSHEET VV' DAB _ .- .� No. CI -Ty OF PI MS EXAMINEE CS COVER SHEET 1 FLOOR PLAN ALL WORK SHALL COMPLY WITH PP SAILING 2 INTERIOR ELEVATIONS CODES FLORIDA BUILDING CODE, Nglot,IAL, ELECTR�,C COLS 3.1 EXTERIOR ELEVATIONS AND THE CITY OF 7.E+'HYRHll.l.s 3.2 EXTERIOR ELEVATIONS ORDINANCES F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR or Fir. Floor RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle ALT orALT. Alternate FR DR French Door REF or Ref. Refrigerator D1 SECTIONS &DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FT or Ft Foot/ Feet READ or Req'd. Required BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community Kor KNVaII Knee SW S.W. Shear Wall FE D 7 E E 7 op COMP or Comp. Compressor KSS or or K.S.K.Knee Space or SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CCont. Continuous LL Lavatory TEMP or Temp. Tempered CTT or or C.. T. Ceramic Tile LF o or L.F.LLinear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry M DBL or Dbl. Double GT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max MeWindow TR Towel Ring 11D ❑ ❑ M FE11 p D ❑ DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom DR or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tubishower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or WA. Wedge Anchor EQ Equal PKT or Pkt Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot VIM or W.H. Water Heater FBC Florida Building Code PLT HT or Pit Ht, Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener ki FIN Finished PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) REVISIONS Z 08-20-15 1.0 NEW BASE PLAN n 12-8-15 2.0 ADDED VAULT. CLG. CO 12-28-17 3.0 2017 FBC UPDATES m MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. H TYPICAL OR 2 STORY HOMESCD THIS DRAWING AND DESIGN IS VALID LO co FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID N CODE REFERENCES ARE SUMMARIES 0O OF CODE SECTIONS. N SEE FBCR (CURRENT VERSION) FOR �Qv�l COMPLETE CODE INFORMATION. N 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 Y 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 co responsible for any plan errors, omissions,or misinterpretations N undetected and not reported to the Designer / Engineer prior to rn construction. All construction MUST be in accordance to the cinformation found in these documents, Any questions regarding 1941 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C7 r z_o z�z a t� z cn cD QJ v, 4--J W •V — OLU ~ U W ~ m(h N �lM M � N U ` ctf rn "- w W ¢ 0i a d g D. NN C� b N �N co Of � 00 Z Lu z Z a v�tl�ftfllr , o LLi5.., L ,. W)MFDSENb. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w a� a o U 0 Lu A � C LLLL N W W Z WN v •� A a- i 4 � Z �c CCcf, o o z W U Or) U do 4 fVN • - zoo Lu a�� Z J t�i w Z W g Z �z ~< 8< N m Z S 4 Z rn O Qo .- 4 5 a = U0 s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4v0 SHEET NO. C S 0 0 v 00 O A O H.B. S3 _� EGRESS EGRESS �111111111111f1=1111C]�?1111111=11111111111111=11111111111l11=Ii111111111111111[] �=111111111111'11111=11111111111111111=1�,IL]1111111::11111111111111111=1�11111111111111=111111111111111� �� - AC PAD ME M* ■ i6-011 Wag 1 ,ill ■ N IMFwr0-A �.,STORY MIMI LO BEDROOM 3 cow - ./ ■ ATIO BEDROOM • 1 CARPET Am CARPET CARPET 0'1. II Loma II r i • �� ------------- .. _ .. ■�a��l�� 11111111111�1C]II11111111111[]11111111111 O ■ 1m1 ■`_ Ii - \� JIIIIIIIIIfJ CARPET ,i�l�lilill�■ 110 - INMNMMINIr;'::.NNNNNN.'� - - - - � , .00STUDS W/ USP ® - v _.� \. NOTE:------------- WALLS TO BE Aft ■. >,� !�■�4�■III■1H. VERIFY IN FIELD. - @ 1 STORY�I ■ :• ,��I'■ i■n�■■ni �■■�■ - .. MEMO i i 2 CAR GARAGE ••AV 1 � �. u / I 1� 1 CLG. 7-6- BUILDER TO CARPET CARPET PROVIDE ■■■■■�APPLIANCE � IRMO PROTECTION WHEN REQUIRED PER FBC _IIC]IIIIIIIIIIIIIIIC]�IIIIIIIIIIIIIIIII[]1111111111111111[]IIi1111111111111❑111lIIIIIIIIIIIIC]IIIIIi1111i111�111❑I�Ii111111111111[]����111���111::1��IIIIIIIIIIIIIIIIL! A D H.B.T S3 S3 SC➢ 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 H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4' X 71/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71j S.H. 11-12 271/4X26 26X254 S.H. 11-13 27 1/4 X 38'j 26 x 371 S.H. 11-14 27JX501 26x50 S.H. 11­15 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 j X 25112 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37JX50i 36jX50 S.H. 25 37 j X 63 36 4 X 62 112 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 254 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5,2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter. (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 DD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GU SEE SN SHEET 0 SEE SN SHEET '� 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 !1111111111111111 - ••. . TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113 111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 1/4"=1 r-0" (GARAGE / LIVING) CD V Z M - O Z cry z � Q a rum Cz (1)0 cr> i--J w 1170 p Z - O w -(1) v) = ITO c) U o0 CO N w E - a> co C Cc M N Q rn � v d B D• x.c� Qp� V N 00 U) z z r, .s LU Z t� �� I tE�►W m� um •� A•: :�- _�, ; �_�� � �`� �,�°jam• • ` FDSENG.COM� �C F I- Q t e` 'r ' iltltlt To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations 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 1 6 'R za Za cr Otc��y�U 2Wi z J ' -j U I.i�� O iO LL L U- Q � O W T = /1�� V W U. U. 9 o 185 �°R= Q � W � �o 0 Z w 'J Ln rl I LJ ZS S i3 * N Z Z o 0n g � W o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 1.0 11 It I. I I i r .. ....,.-....�,�.�..r ....--...... _ 2'-84 MIRROR MIRROR 4 00 ppp000 9 CO N th 4 , M 71.j O OWNER'S BATH LL- OWNER'S BATH BATH 2 N 22 L4 Lj a;4 N z M Q f'7 HOOD v Cp�O p J N n N N 00 N v = 4 � DW = Cl) OPT. 4 ZZ A REF. 00 N KITCHEN ISLAND KITCHEN KITCHEN O\i 0 INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" � v z C. z z Q J d nnv 171 V TT W M M Z — O W cn U w ' ~ M m M Ti� _ C� o 00 :9 WIL00 Qrn r` �gv ai Q o B D. J = 't N •C c� {79"CM b .N.. 5d O CV �j # N l z z Z �M a U) I 0. W d2z Q n1$ i0 j LLA Q 4.00 ❑ ��✓ • \l a6 C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� �xaxa �zo0 U O � J ERE.- � 0 Cc �Z z oC u L O W J pLLLU y7.I U J Z VI ` Z Z Lij 0-�i ¢ m N I� 00 z {Z ylj W S �z IS,- 4 1:5 a = cn S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. 2.0 N. Co 001 N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 FE] 171 E 0 1771 ILI 1 x 9 SMOOTH TEXTURED HEAD/BAND LL�J�7ElE17El p FE] 7D IE7 7'-0" RIDGE VENT 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND -------------------HEEL 00 F5 M — — T.O.M. HDR HGT. — — TEXTURED CEMENTICIOUS p FINISH ON C.M.U. co 50 (TYP.) I F.FL. +3" SMOOTH TEXTURED BAND 42 14'-0" RIDGE VENT FRONT ELEVATION - 131 SCALE: 1/4"=1'-0" 2'-0" RIGHT ELEVATION - 131 SCALE 1I4•=1•A• 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 Piaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or oomice vents. ""CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. (D V z_g z�z a V) (D Cl � W •U — Ow � • V � wass_ N N U "Go ai BD• NNC� � ',t •Qaa r N N � � N U) Z z � fi `UA c,i a � CkW d LL a � pli LLZ�j ►lii '�••r7'O YC1ViI • ' SE �G •� ROFES' \ \\ To the beat of the Engineer's lumwledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ath Edition. Engineer's signature and seal is only for the structural engineering portions of the drewing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o za a n: Z Z 0 U Q^ J f w $ > in. U.1 (3) W �Q o z Z� 0 it]C NLL a L � 0ti Z J rl LJ Z 11J Z � a Z a U)8 6 N m NZ op g = '11O ,-f 1 a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. 3.1 00 C a TOM — oil EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. _ SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 12 12 5� 14'-0" RIDGE VENT 12 �5 T-0" RIDGE VENT 12 �5 1" x 9" SMOOTH TEXTURED FREEZE BAND �— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. ---------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-011----------1�-'r HDRHGT. TEXTURED CEMENTICIOUS 2'4' FINISH ON C.M.U. (TYP)TEXTURED - CEMENTICIOUS ap FINISH ON C.M.U. (TYP. ) — — — F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 : 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of oorrosion-resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOVANG 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. C9 Z M Z is z a V) 0 Cz "" w CD(aQ U — O LU � rz 120 v OD N _ O o ULL co o U�v ¢ rn �i Q o B IDs N . c .V N_ N Iwo N rn Z W - ;g E' z° UP ° w LUUA UA g "� � a O C, a Zt/f ,+C4 1a N LL LU�l� N C- t (v � _ \ r rl�lt!!!l1111,`� 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 EA W C Z Q Z O �(L.W °�+ p,' U .0 5oce0 Q �`-!` W LUSEto 0`m -1 LLIL.i. Z 9 LU z C 0 /''� -a zLU a L•LJ az�10 Q Z ^i r� Z J W g ,�-f W Z � Z ¢4G t- o2pU 00 co i cog Z W §O rn �Z � = SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 3.2 L r t 211 , 2" *NOTE: VARIES 1'-10" 1' CAP r CAP iv iv FOAM TO BE USED V. RADIUS M ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 3 1/2" RADIUS =la M = co COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" ^ = N 3/4" RADIUS 1- a' BUILT W/ STUCCO. 1/2" RADIUS iv EDGE OF 1" 4" VARIES - riv �,N 1■ OPENING VARIES -Y = o M 2" �1 1" VARIES VARIES ryN 1 1/2" RADIUS 4" 4--�' 21/2" RADIUS 3" = _ N CD VARIES 12"„ 11„„ 1" - _ in CO _ N 3"" �" 1" BASE BASE 1„ 1„ a 1'-8" N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN ZD REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2' i. i- = d`' 1'-6" 1" 1'-411 1" DETAIL TO BE BUILT W/ STUCCO. EDGE ( 1 2a" • OPENING ,Pi 61 ' rM = 0 1 1-1/2" THICK 1-1/2" THICK 10n 1„ 2a V' I I 10" 6- _ N _ a T r _ N 1V M 411 I. _ (V 2„ 4" 3" 6" - 2' 2" N cn w_ � cn w_ ^� I 1-1/2" THICK 3" 2j" 4 2'�" 11-10" �J�l f11��Iv 1,_5„ G�1, :IC� 1,-41, 3„ N � � Oo =IN " 1„ 12 •- VARIES VARIES w = 211, 2 Q VARIES VARIES I • 4" 8" 32" Iz tl 0 00 iv I C14. I = i CD i � ^ � 6" 4" CV N KEYSTONE F11 OPTIONAL 11 OPTIONAL � I RsN � 4a„ 1O }- 211 21 4" GARAGE DR. OPENING 4" 3"" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 s" 1" 1a 1-6a 14 1 12 21.111 11 1,1 -4 2„ •FOAM/ EPS MATERIAL IS ACCEPTED 11 5ya1, 11.1 n 11 3'-8" 71, N 1 1 ' 4" T-0" 4" = _ 10" 1'-4" 10" N co 50 N �1 vE N 1" s T io 1 (V 1" c T c Rey e i CV _ 00 O • M M r �h 1" RroM T lill 2 1n GENERAL NOTES: T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Eli • ACRYLIC SAND FINISH I I Z c Z Z J a V, (9 � cn �--+ W •0 w Lh C .� N �— � m�M LOUpN 8 M M C M 07 GN U ME (o 00 ¢ o, v u, c N N r � J LU y 0.. Z V¢ko' ro "' o N-.'9�6 m S W a N¢ A WWW.FDSENG.COM 00 O CV CA CV 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 - Residentiai Bth 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 5 u 0 za n: Lu J LLI 8 N L \ Q® ill- c z C %%-000 3 1--i Cc: U = � W 1-!p6 J W o r*4 zIN Q LV Lli Li j z b� J rl LJ J FW y N Z z Z 0 ' g Lij Lfi � W a U) O SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0, 4mO SHEET NO. F1 Ni !0- rb 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. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp tits copper to WH copper to Dryer I Afu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PTF 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 • �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS WP DISC. GFI H.I DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn man e0cr1c, TRACK LIGHT " ' \ L dM GFI @ 44" �--� FLUORESCENT LIGHT FIXTURE ROUGH -IN FOR \ I A.F.F. =4 O EXHAUST FAN \ OPT. CLG. FAN/ \ LIGHT PRE -WIRE I I GFI GAF Oi EXHAUST FAN/LIGHT COMBINATION ` i GFI 2 CAR GARAGE ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 70 I I CH CHIMES (OPTIONAL) OWNER'S SUITE WI.I.C. I PUSH BUTTON SWITCH (OPTIONAL) I I PUSH BUTTON SWITCH - DOOR BELL I I I O SD SMOKE DETECTOR -�- j W.H. VERIFY LOCATION CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) 00- GFI ------j ELECTRICAL PANEL TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) RECEPT. FOR ALARM VERIFY METER ® TELEVISION (OPTIONAL) SYSTEM LOCATION WITH BUILDER ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL _M..I DISCONNECT SWITCH 4Z� G�J ROUGH -IN FOR OPT. CEILING FAN CEILING MIOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT, CEILING FAN (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: Y4 "=1'-0" Z M Z Q d U) z V) 0 Cl }, cn w (DOUo �U — pLL, C_- (tN v U C) W � r- m N Qp1M-MM ' :,: - g @ N UlJ_00 n Qrn tnv 9i Q c B D. N �O V� o U Z ID Z ) "ass" Pasa 5 E� oOC W ZOdam' o Islas $6 m� LLU) 2 ZaN o o WWW.FDSENG.COM U 00 0 CV M CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 $ W Za 4Z �ZW pp L < W a. Z LU .J LU W 0� T� V = T O LLB Z d' a,Z�UJ- W S-- Z J Ln W &!i Nz8 W Q t—F N Z Z Z tj $ 0 00 g = a f 7-4a to s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4vO SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/160 Rule (No Upper Ventilators 1/300 Rule Ridge Amt Vent) Off -Ridge Req.)(Ft.) (Must Provide Upper Ventilators) Amt. Total Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation ( See Elev) needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 316.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL: ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. (D L Z z�® z a �(31-�+ `" w �V — 0 w N r+- � U M N Q , QQc' a o Al 'V _ N_ �O .w v ' VIM ���ZF�'� Z W W Z O 6 a IJL Q ;A a W la�ft�� `a' o =�t6E4tif6 :kbs 00 S 4. og NN 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 W �a �yaOit '0 11 E 1 6 -. A W 1 `, o 3 0 J LL Z aCL 8 O 0 U0 Z ^ $f Z J Ln rl Z W CWC L z V 8 � N Qo Z Z g U i 8 f rn0 T-4 a to s SCALE : AS NOTED DATE : 10/29/2018 TECH: M]AMES VERSION NO. 4n0 SHEET NO. 5.0 d 3 A H.B. TYP @ 1 STORY S3 I U.N.O. ■............. �....�........ �............. N............. .............. .■ .■............... .................. ..... .. ...... ... . ....g, .............■ i co I I \\ c -31 /2' SINK / DISP°° rn `n D.W. A S3 N o r L L---J _ 1 _C_HASETOISL_A14D _ '--- I I TYP@ 1 — — ■ - - - � � \ - �- I - - - --✓— - --�- -� - - - --L--�-- - T - - I - - - - STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y" RECESS \ \ CJ L _ _ _ - - _ _ _ _ _ _ _ J CJ OPT.: -r- �J CJ, ; FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , ::: • : • • • • . • • • • • • • • • • : , , , CJ - 1 I ; ■ 10'-104" PER FIELD ; ; MASON'S SLOPE FOR \ LOW WALLS I o CONQITJONS : WIDTH " 16-10 ,:: „ -12-10 in \ \ INDICATES FILLED CELL w/ 3000 PSI \ \ • • CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE 1.......::... :. ' ' . \ s :::::::. ; ■ :.... » .......:........... ■ ■ 4'-0" 4' 4" 4'-6"0. W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON 0'-0" TOP OF CONCJ PAVER T BE 4" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED \ PROVIDE 3'2' x 9" I W/ 25" EXT. ABOVE SLAB "GRADE 40 \ SLOPE �Q STEEL" I \ \ \ 1 RECESS FOR FRT. POOR L i o \ \ 2'-6"x2'-6"X1'-O" FTG in \\ I &�.. S3 25'-101 g" \ \ 9'-5 W/ (3) #5 E.W. 5'_0° I "' c0 —I— I - - - - -- *rl�• - - - A . \ I K TTkS3 v °Q TYP @ 1 STORY 33 \ S3 ( U.N.O. (2) #5 REBAR 2'-6" x 2'-6" x V-0" ( I Sri I AHU I I VERTICALS w/ in 3-5" FILLED CELL 7-1" W/ (3) #5'S E.W. IiI G) 2'-6'w'-6"X1'-0jV M W/ (3) #5 E.W. SM I 1 I OPT. D 31/2" I; SLOPE .......... ■:.II .... .......... 5'-3" " T-6" O I I; ' •� T T co N CD I ■: —CJ CJ 4 Y I r 3-1/2" MIN 3000 PSI CONC. 1 I ' 2'-�a" 6-5" T-2" I SLAB FOR HERNANDO I COUNTY ONLY I J Sp K 3-1/2" MIN 2500 PSI CONIC 1 I SLAB OVER 6 MIL VISQUEEN S3 VAPOR BARRIER I 35'-4" 20'-6" �• ■ I s 1 I ; ; I BUILDER TO PROVIDE 1 BAR #5 REBARI : 0,-0„ ; ; I ; APPLIANCE VERTICALS 4'-0" ; 12-l" : O PROTECTION FILLED CELL , • : W H WHEN REQUIRE D ---------- 1 --- — -- ------J' — -- PER FBC — -------t q H.B. S3 TYP @ 1 STORY 5'- 6� 4U.N.O. " " V-238" 7•_15 1'-6" -4s" 6 -06 -0" 6'-0 6 -0 6 -O" s s" VAI& FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF v, ut� .� Lu CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5CONTIN000S . • �" , .: • REINF. SEE FND. FOR ' •- • QUANTITY #5 X 25" X 25" CORNER �•' ' •' BAR ONE FOR EA. HORIZ. REBAR, TYP. •'•..... , • U.N.O. •• •, ., - ., •. " • •- - '• "Alternate: The reinf. bars shall be • • • • • • •• • • • = • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z 5c Z z a 4..J w .O w � 120 ~ i� V) � U w ' T M m o m� Lu O C C) ¢ U. � 01 v � O 8 De N-C•B•D-C _ N N 140 G � tA Z � a u '•? a V Z LL W N<� o 0 O itt� i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N [MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W Z� 8 Lu Z U � Z Ro 0 r4 IN Z LL.I LA lJ.l E J Q � � U $ g .•-� *k N Z � 8 m O 00 � _ r_4 a V) s AL SCE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION No. 4nO SHEET NO. 6.0 E' kL LWI UPLIFT CONNECTION CROSS-REFERENCE 10/p9,1 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C I H2.5A 600 535 10 - 8d RT7A 670 565 110 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /081 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dxl-1/2 J HT75 4350 3740 5/8" ANCH. 126 1061-1/2" HTT5 3225 518" ANCH. /(28) 10dxl-1/2 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7B " 6645 56507/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 718" DIA. BOLTS N LUS26 1165/ 070 *' 1 0 /91 '* 8 -10d x W JUS26 1115/1060** — 8 -10d P H1 JS96 1550/3335 ** 1335/2820 ** 20 -16d x 3 112" 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" 1 MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 1 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 ++) (A) (+ 1 OR 2 PLY M�if 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 (**). (8 INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 102 �y Cq�R�ER A) x CONT INTERSECTIONS. SPLICING LEDGER) TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN U V Z c Z Z Q a. V� U c� 4--J w �V — O w Lh C!:: �- ,V U LU M mo MM = C Q � N L LL. 00 Q rn UQv 0 BD. NNC� I/ QI� N O 00 N 00 `z G' z •' � IJL r` .� Fil 0. lit �� ° w W0 a LLM LU t+iL�w.Fns�xp.0 ` v4 d I ,• J . ''O V0.v To the best of the Engineers knowledge, information and belief, the str u lural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 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 ( Tampa, FL 33607 www.LennarTampa.com g W� z uNU ^�Fv� W Co N a V lu a Q Z Z jz z LL Q W o �' o p V L.L . k fV �o z L J Ln 0 X Q a z ,-� 00 z U iln O t 5 W _ ,� a cn E SCALE : AS NOTED DATE : 10/29/2018 TECH: M]AM ES VERSION NO" 4n0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ■ 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T o o O o 8R 1 -1B/iT 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T 8F441B/1T8F40 113/1T 8RF400B11T 8F321B/1T FORM & GROUT SDUD •, 9 r U O /5 BAR CONT. 8F12-1 B/1 T O O O 8F20-0Bl1 T "V" LINTEL DETAIL SCALE = N.T.S. C = E • • • • C C = = ■ ■ E � _ E E � ■ ■ ■ ■ o � ■ i • • • • • • • • • • • • V" F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T t tto LNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT-f c precasilrntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S .(1) RAT TOP ALTERNATE POWERS IN. (1) REQ'D CLE O AR STEEL LINTEL 4 A ° .M.U. #5 REBAR AT TOP e MIN. (1) REaD ° Q 1-1/2" CLEAR 4 a ° GROUT D 4 n J Q 4 5 REBAR AT = N W I - 4 4 BOTTOM OF L 2 Z 2 o LINTEL CAVITY W 0 CO 1` nn -BOTTOM o ir Li O Z L REINFORCING PROVIDED IN LINTEL O LL t7 O m W q-q � a p 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) m m a m o 0 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) tZ 00 W 3 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If 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 planidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementtiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLAN SCALE: 14"=1'-0" Z o Z Z Q a Z N c� W OW M ram` ►y v m N W N M C4 N U < `00 - W f0 ti � � B DO NN YC� d _ N 10 � N yy � rn o0 Z WZ z U) LY10 Ch ii I a Z Q :a aQ I LL UA lle ViIW .FDSENG.CCT 00 rl i e j i� ` 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 potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com M 5 W za e� 0 U zZ � �W 1 9 T J m O&o U �U Z v 2 J W O H � J UZJ Z LU L0 W 0 �z a � a $ N Z E m oo :5rn = �W in S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO" 4w0 SHEET NO. 8.0 9 ono 00 NOTE: BORATEI 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 SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMERUSE SE S EA PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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(rMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1, 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5lrMS 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 ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. F M PSF UNIT WEIGHT 0 8 C. .U, BLOCK: 55 S 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 "►" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25% #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y« GROUT FILLED MASONRY: y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR 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 I ACCORDANCE WITH THE DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/spdrilder systems incudin all risers and spray heads shall ndt be installed whin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 v por retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cncrete oKerpo and mortar along the foundation perimeter must be removed before exterior soiytreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemi I bamer•must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN V-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 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 BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONINC.PRIOR TO THE S, IN C 0 COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. z_o Z Z Q a cn c� 4_j cn w (6 p .0 p W L ►� U W � m o �M U uL cd Q �. � n A' B D. N.C. B•D C N N y U) G' z- Ne,l w e� W Q „g a a V Z 0 g yy o im W m #ii m 9z j LL W ��t. N ❑ C(�� o 0 y e � lY.. t7 i1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com za H Ego �QIz � m LL i CC �d O r"� U F CE: YjoH uj Q ^� Z J �--1wig! Ln r1 L U � Z8 N z Cal 0n 06 g LU o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. SN " IF17 CORNER OF HOME GARAGE SIDE �I ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINEoe 15/32" CDX c 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" t + + 6'-0" + + + + + + +++ +++ + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7wood 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 1/8" gaP FILL CELL STD. 900 HOOK BOND BEAM11-0 w a STD. 9Cr 0° CONT. #5 BAR T. #5 I HOOK (�BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 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. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2� min. 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 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" STUB -OUT FOR 0 1'-0" o o GAS METER c 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 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 Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES — DO NOT cut, notch or drill flanges Boise Joist Blocking I lsP 3" (inril nails nt All n r. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 Web Stiffener Fastener Schedule Joist BearingLocation 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® 111-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6�, A 1Y" ROUND HOLE MAY 6�� - 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'4" 1'-2" 1'-2" V-3" V-3" 1'-7" 1'41" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'4" l'-2" V-2" V-7" 2'-5" 3'-2" W-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" W-11" W-11" 7'-11" 8'41" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 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. %2" 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 BESET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• d . • FOUNDATION INFO `' d' ' STEM FOUNDATION \ -I 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 fight 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 —T requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r - REINF. SEE PLAN 1 .. - A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE e �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION —\ A A PVC OR SCH40 SLEEVE PLUMBINGN LIE .d L aa: .. a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G a a a ° ea G •a • a . a a d A a d P e SEE FND. PLN. SIZE & REINF. � v Z M z� z a ate+ W C6 0 •O W th c N � �ru U W ❑ M m� M CMM P. C-. S u C6 io co 1 ¢ CM o Ln d E D. N N yy � Z Wm z �' z U) 4 to LL g "i W o; w _ a g$5 x N N 6; N LYa WU) A<M ¢ c \v!0E9t91ti�OffP�� . .�" •••. C, ��j • •� 1 A G-- ry J . •.• a •; �� `fir, '•., •F!-t? • . v To the best of the Engineer's knowledge, information and bailer, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edltlon. 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 11 60 z< °�°�a d 0 U c� � � Qg w U&�N g ^Q^ z Z O a U = H 0 J � U) �f0�P NV. 1U1 LU In r•i lJ J Q Z Z N z $� 8 00 N m = aZ rn a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: M]AMES VERSION NO. 4n0 SHEET NO. SN 1 I RN I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) VARIES / 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & g @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n (2) LAYERS TYPE I OR TYPE II Ya' (#15 OR #30) UNDERLAYMENT A FOR ROOF PITCH 4:12 OR LESS.AI V PRE ENGINEERED WOOD vAr Zz Ir TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. I 5/8" OR 1/2" HIGH LUMINUM DRIP STRENGTH CEILINGDGE BOARD PER CODE (OR 5l8"LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM x SUB FASCIA FA ABOVE) W/DRYWALLEE SOFFIT SCREWS @ 7" O.C. HEET CEILING & 8"O.C. WALLSINSULATION "x8"X16" KNOCK -OUT PER LOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD VERT. IN FILL CELLLL S (SEE C U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 aIBERMESH" NOTE:EXTEND OR DECO FINISH 4" to 6" "FIBERMESH" "F BELOW GRADE E� N •P °y ■ Z_ ;0 M op 6 MIL VAPOR BARRIER ; t> Y COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ;t ASTM D1557) MIN. CLR. (2) #5 REBAR CONT.--//3" ro ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) 3 _ TYPICAL WALL SECTION rA m SCALE: 3/4" =1'-0" S3 CD OPT: DEPRESS SLAB 5 Y" = DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS / DRIVEWAY -' CONCRETE SLAB 14 �+ PAVERS O.H.D. RECESS z la�aa�nl �a II =11� SEE A/S3 OR J/S6 ----' LEFT FW c FOR REINF. INFO. 3" MIN. CLEARANCE N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r M6A �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)1Old NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL-HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"xl2"TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2n 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �3112"MIN. I ° a e e ° a ° ELEV.-0-3F1/2 d A. . . O- pp 2x4 CONT° ° a tL '31/2"(min.)- 4" a - - 31/2"(min) 4" GARAGE DEPTH VARIES11.-��t:1P11 .11.1=11�Ir11a~lII.'-Il-' 11`~I111=1IM-11.1 =1=I!1�1111�7==W 11ol=1 '-'-1=1� 1 11' 11� CONT. • Ih �I U.N.O. U.N.C. �. GARAGE SLAB AT STEP B TYPICAL BEARING WALL "STEP (@ TYPICAL BEARING WALL @ STEP SHEARWALL 1 ®"SHEAR WALL" SCALE: 1 ® i 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x P.T. PLATE GV�S �s •c�E°ss 2x STUD Al A SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1�M�NN�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' ` FOR WALL HGT. < V-6". (2) NOTE: ROWS 2x BLOCKING 3rd PTS 1 " x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION 7 SEE SECTION C/S3 FOR @ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#,MIN. TENSION 2600#) `SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E SPACED EVENLY _ FIBERMESH w/ (10)10d NAILS WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE w , TYP. c PER MFR INSTRUCTIONS w o a ASSUMED FINISHED #3 OR #4 REINFORCING BAR � _ GRADE 04 �- ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a k ' �-FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] g_G-� . • 4 MONO OR STEMWALL ° M e to 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN D p D w ° _ 6 MIL VAPOR BARRIER FOR CLARITY ° D °s. ° ■ r" - D D (=1 =1 1=I 1=1 1=1 1=I - N Z #5 REINFORCING BAR R 1 7/8 - D °D ° III-III-III-III=1 I I -III- ? r #5 LAP SPLICE (2) #5 CONT. - NOTE: D ° D 1-I 1=1 1=) 1=1 1=1 1=1 • e - ON 3" CHAIRS g III-III-III-III=III- = it COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36" MIN. LAP] TYP 8" 1'-4" 8° "FOR BEARING WALL I=1 I-1 I I=) 1=1 1=i=' (TYP.) W/ UPLIFT ONLY _ _ _ _ _I I I I I Ri I 1=1- 95% MODIFIED PROCTOR ASTM 10" III=111=III=1 I=1 =1 =1 I I=1 I =1 1=1 1=1 11=1 1=1 I I=1 11=1 1=1 D1557) #6 REINFORCING BAR #5 STD. 90 HOOK -III,,-III-III=III=III=III�III=III-III-III=III-III=III=III='' 4" 1'-4" #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF­' WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 . e • (1) #5 REBAR w/ OPT. _S,REE V�ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 ■ ,..EXPANSION JOINT W III- a .al: Il 11.=11- � I'IL'u II I:�ll. SEE A/S3 OR NS6--� y t FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° M SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a " d a (2) HTS20 FOR STRUCTURAL ' BEAM SIZE & °' CONNECTION INFO M d 4 4 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. It ol 1/2" FROM SLAB 0'-0■ CONT. BEAD SEALANT ° INTERIOR ° ° ° a -3 1/2" _l e CONCRETE NAILS W 1 112 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR =-_ '_- BARRIER - - 1L 1L lI ii -I I (=III= I I 1 =1 I I=1 I -I I -I I I=1 11=1 1I- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I I 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING -$ 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-) w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL WI DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL s v MAT REINFORCING. " ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z d G Cl) FILLED SOLID (SEE PLAN FOR =_ _ = ° d _° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) cp ;III=III ° °• '- WWF OR FIBERMESH T Z= I=1 I I=1 -III-III-I (E7 1 W ICI=ICI I 11=1�1=ICI ° BRICK PAVERS or SLAB PER w COw $ o = Z -1 I 1=1 • • °• - - - - z ° 0' 0" FIN FLR / COMMUNITY SPECS '� -- - a - I1-I -I I1=1I1=1 I1=1I I I =1 11=1I I-=- FOOTING III I I 1=1 I I-1 11-i 11-1 I I I=1 11=1 I I_ 11-111-III-111=111 ,11-I I 1=1 I I-' BEYOND PAD REINFORCEMENT -i I-III-i -' - (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILK"N� SCALE: N.T.S. S3 C9 _zo zC> z� a z Ln 0�cn w C6 0 0 w ITO U W M m o M OI coC e] U U. ¢ <d E D. s =Jl N N � � N z f� z UM W ED LL a < • 10 t� d o V/ y g A LL z iW n4�`a,��• n � V� h l� 01 cr 1 O QJ �'•'. •fl ' ............ 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 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W Ix C/) J a �Ho z W > CL F Q U H z DC u 06 y 3 � � Z a O o_ QEd= UL- Z Z J Ln ..� � Z r� LU a Z x z tu- *k o N 0° rn N oo Z gLU .-i 0- cn S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @MID FOR CLEAN -OUT { POINTw/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 81' 7 5/8" 81' SOLID AREAS ARE STEELAND GROUT FULL 8 8 16 BLOC 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL I l I I I I I n I x x K SIMILSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" I — I U NAIL AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 CL, W/ 2-16d TOE NAILS JPTO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING -t 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ � ❑Fol COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )LU TO BLOCKINGKO'A WALL ❑ ❑ O/C FIELD V2-16d (2) 2x HEADER WALL CLEAN-OUT2x TOP PLATPER PLAN SCALE: N.T.S. S4Fol A 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)1 Od @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =__ = CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w! 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WE 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 MIN. FRAME MANUFACTURER. IN KO BLOCK AT EA. STUDMAIN SPAN ROOF TRUSS 2x P.T. PLATE — LATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER SEEA/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) PLATE TO CONCRETE SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT ° 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF. #2 ° TOP PLATE ° 2x S.P.F. STUDS @ 16" O.C. ° ° SINGLE 2x CONT. TOP ° PLATE W/ (2)12d INTO TRUSS ABOVE 8" STD. 90°HOOK g" 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS SIMPSON SP2 w/ (12)1Od (3)10d TOENAILS T&B GREATER THAN 6'-0" WIDE (U.N.O. ON NAILS AT EACH STUD AS REQ'D PLAN) 2x BLOCKING @ MID POINT EVERY OTHER OPENING STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TRUSS BELOW 11111 I I NOTES: 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8"O/C FIELD WIL _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. SIMPSON SPl w/ (10)1Od Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. 2x P.T. PLATE OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO -0" IN WIDTH DO NOT O 6' REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK WALL ABOVE MASONRY WALL DETAIL rF� SCALE: N.T.S. S4 JKNEE SCALE: N.T.S. d M Lo cc MOUNTING BASE NOT SHOWN LO FOR CLARITY SEE DETAIL g K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB onto TROWEL FINISH SEE GENERAL NOTES 2 SLOPE FORWARD r FOR DRAINAGE 00 W SEE PLAN FOR FOOTING DIMENSIONS 0 GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1 #5 VERT. IN CONC. FILLED CELL_______4 a ° W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - VERTICAL JAM BEARING WOOD FRAME WALLKj'_)I 5/8DIA. x J-BOLTS AT 6-3/4, 41-3/4, 71,AND 96-3/8 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR _ ° WALL d a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL} EA. SIDE OF ° o • HTT5 wl (26)10d NAILS (4670# SPF) 58" -K DOOR 0sr8°SPLICE STAGGERED ° ° DTT2Z w/ (8)1/4" x 11/2"SDS (1835# SPF) ° • N o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) J-BOLT __ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK J HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G 10d @ 8" 0/C ��S : HDU11-SDS2.5 w/ (30)1/4 x 21/2 SDS (6865# SPF) _ r ANC • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS TO PLTi4TE AILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & _ T�P NUT 31/2" - NOTE: • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD ° • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL ° MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) 2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 I YFFSIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" 1 TOE NAILS MIN. (2) PER TRANSOM STAGGERED EE L A. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. SEE SECTION AA/S1 CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR cc 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) -' SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. REQUIRED CONNECTION RECESS SIMPSON S 4PSON MAX FILLED LINTEL 2-ROWS 12d NAILS STAGGERED '0" O.C. 0" BOLTS N @ 12" O/C EACH FACE OR 2X P.T. PLATE @ @ 22'-0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED MASONRY WALL ° ° FOR WATER SHED. @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE C 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 1/2" AT EA 1 SP4 SP2 SIMPSON 4PSON C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS 10d NAILS 6" O.C. MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED 4„ A @ GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED 2x6 MOUNTING BASE SCALE: N.T.S. �/� TYPS @ 8" ONLY () • ° ° TRANSOM FRAMING (1) 2x SILL PLATE W/ 2 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING 8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON WITH 8d COMMON WIRE NAILS 4" PLYWOOD CRIPPLE STUD LS30 w/ (6) 1Od x 1 1/2" EACH O/C BOUNDARIES 6" O/C EDGES SHEATHING TYPICAL (U.N.O.) TRANSOM FRAMING o E GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/Si AND & 8" O/C FIELD S4 CONNECTION ASSEMBLY GARAGE FLOOR BB/S1 FOR ADDITIONAL Z - TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" zoB GARAGE DOOR SIMPSON O SIMPSON HTT4 TYP. (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OAF �R U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10)10d NAILS ---- I� CONNECTIONS LINTEL SP4 MAX (MIN (2) PER BOTTOM SCALE: N.T.S. 1-10 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. NOT REQUIRED @ 91 PLATE) P.T. BOT. PLATE BEARING WALLS NOTED a ° a ALTERNATE: WITHOUT UPLIFT °° d 5/8" DIA. ATR EPDXIED ° P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE PATE @ 24" O.C. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. PER SCALE: N.T.S. S4 (MIN. (2) BOTTOM PLATE) C9LO z� z� Z a weld U, z0t/') CD •-tN J f13 0 °U ttt 0 c U LU 1--- mo pNM a 1p0 M C N = U O t"OGo 0 ¢, Q O Sam N �O g � N U) 5 Z W f z �' z U) °' w W �W VaLL zd Z U 9�� LLz �� Za��^ A aw. COM / :`4' p`�i4t�1•F��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LU is �?Q0 N L � g W } U 2 `JJ/ Ln3 T i w U V ■ VJ 01 . 0 rI Q J E` I; o # (V. C) <X DC Z Z J Ln W & t= aZ� W ZZ �S m O N N 06 Z Z Q J W = <W S 0- 1 cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S4 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) 10d x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX• TOP CORD BLOCKING 45"t X 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT I EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d I " SILL 1 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO /16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — —I ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" = THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILSx OSB SHEATHING ATTACHED 10d NAILS 6" O.C. ILT INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x219" 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 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (j 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKINGgo to SHEATHING DETAIL INFORMATION 1 1 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES ;o So APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 1 1 2" td� EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0!C w! (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL PI 2x4 OUTLOOKER @ 24" (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWSELEVATIONS) 4„ MAX.O.C. OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE CR S 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1!4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC. TRUSS) ( ) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SCJ SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING D ) 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT S CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 n h CROSS BRACING DETAIL J SCALE: N.T.S. SJr N 00 i 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C t@--/ 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. E 1 GABLE TRUSS m S'S "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. � 5 g S5 sl I I II I II I II it II N11 III III I II II II I °rl I I II I II I II it II I •• • e • • • • •�. • ld ill d. d _• tll- \• 4 T e • . II d• •-d • � , • •II • • d �I .• �n•• • • II • �• -II• d• CONT. BEARING GABLE END BRACING DETAIL 1*31 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP 0 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES rTOE NAILS AT EACH END @ I 24" O/C (TYP) % \-BRACING w/ (3)1Od 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 ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 0 w a 2x4 BLOCKJG- W2x4'7" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED10d NAILS O.C. TYPIC GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (S5) 2x4 "T' BLOCKING 11 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL Wl 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-O" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: N.T.S. S5 I AS PER BCSI 1-13 SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/7 SDS SCREWS TO TRUSS & (4) 1/4')0 SDS SCREWS TO PLATES (TYP.) vvn i . u�nnna - GABLE END BRACING DETAIL SCALE:3/4"=l'-T MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C7 a CORNER JACK Y Q w NZ LL O ♦ f HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 zIz a Ln U' u, 4-J w "V w c 0Ln fLZ m W ~_ _ C M M M 0� 'o 0 U Of ¢ t `i o -S n U� B D. " iUlp N O t7 w Z z - z° Q aU_ w w W I; FLL a r— � W 0 (- �Z� � N W a�`1t1 fll��o `,+� Y,V "o • on H aO s f `9 , CJ V To the best of the Engineers lga edge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Floride Building Code - Residential Bth Edi ion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o zzd. ,a f� r� o: zU0 tu W of N Z O N Ifl Uj W U 2 0 cz c W ��o 2 6 193 0 W cc LL On is � ` � J Ln U1J R Z 8 w � 9�< W F f- N Z t- m O oo Z : U _ j{ q ` W f ,- 4 a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: M]AMES VERSION N0. 4n0 SHEET NO. S5 11 r 1 loll 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL ♦ UNACCEPTABLE I DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8" NOT DO THIS ` ' 2"x BOT. PLATE W/ " (2)10d @ 6 O.C. FOR CONN. DETAILS)M\-,F FOR CONN. DETAILS X 4 X 43/16"� ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED3-1/4" ATTACHED WALL SHEATHING TO X 4 LONG X 3/16"0URRING X 3" LONG FURRING 3/16"0 X 3-1/2" LONG T 16"0 X 3 FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C.,02 ROWS STAGGERED 4 I TAPCON. INTO 1 TAPCONS STAGGERED STAGGERED @ 16 " 2X8 (TYp,) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16 O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ ` D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB I 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. a METAL SEAT PLATE IO.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFE TAPCON TO SHT. SDW2-K1 FOR ( LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. I TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. FURRING — —I 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' +2° NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ EWS D& 2X8 P.T. 2X8 ` INNTO 2x P.T. AS REQ'D STAGGERED @ 16 O.C. NOTCH ` BAND JOIST (4)1R/4"x2 3/4" TITEN 2x DETAIL n 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4 DETAIL ±5^ WEB AT THE ' FIRST 2 COURSES ` INTO K.O. BLOCK 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 SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" ;. SOLID W/GROUT 1 X 4 FURRING >r 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 71NTH LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HR POLYEA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •. .. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . • ..: . BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOM\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. —FOR START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. NOTE: OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 0� x TO TRUSS FR TO TRUSS TOP CHORD yqN 11-011 51-0" MIN. 4" EMBEDMENT AT 16" O.C. + �F �GTN SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + +At --FINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > "� EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT l4" MAX .) 2-0" 8" TRUSS + SOFFIT + ° A' .'> #5 BAR �p ' D, BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 1'0il • 6 • . ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . , > • . ° '� IN TOP 4 8d NAILS EACH TRUSS _ KNOCKOUT / N ° ° CHAIR BLOCK 8d NAILS @ 8„ O.C. AT BUCK 2 x 8 VERT. WI (2)10d °'oil = PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. AT EA. SIDE PROVIDE 2x CONT. W/ (3) , CONNECTOR MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON 12d NAILS BRACE EXCEEDS 24" BUCK - 1 WITHIN 4" () JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILLA. > 6 , z TO BE INSTALLED DIRT � BUILT UP PLWD. BUCK- 4 - AX S LAN " PRECAST LINTEL •.•. ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90r HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4%s° WOOD ) () FOR OVER HANG FILLED CELL - � • � - � - 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 2 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4 -0") ; :. �• J . �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "''' �'''' •''' �.r' •''' ANCHOR INTO ARCH BLKG.STEMWALL PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION a@ ROOF EXTENSIONrm_'� FOOTING SIZE AND B-g REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a Oz 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 & v2 FILL CELL FULL HEIGHT W! OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :,;. e' w =+ A REINFORCING AS FOLLOWS: — a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e g * PRESS PANEL REINFORCING INTO PLACE. g . z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL > ° ¢ EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ... n p.° . N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE t. DRILL 3/4"x5"MIN. HOLE 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 _d SPLICE NOTE: M ° \` El REMAIN FREE OF MORTAR. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r �> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • ° � a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLIICATION 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 M z J a Z V) (D � "' w • � o O w t120 — U w 1- m� y M M ■ LQ1 .92 N ¢a 6 D. "� 110 AID o � �M�z Z F— LL OC N w Lil a " R w LU Z 40 g� Q W vi �tE!/flQ , N,i WRitV.FDSEP`G01vI• - -- < — . •: �d wLO 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 sWchxal 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 W Z< µI a v2�U �ooe u J L <® C -a `/ 3 o OV W o.x Na` L.0 �oid Q � W ZZ J r1 LU I- t- N Z Z �S °° oo Z g t = f O ,- 4 a I col S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. SS vvr — i vas lw +_wi I i i ♦v v v "� CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS ROOF PLAN FSHEATHING 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 SSES (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 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING Hymm ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS 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) 1Od NAILS SIMPSON HUC410 w/ 4) 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 6d HEADER & (6) SPLIT TO TIE FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 10d TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER lOd INTO BEAM -SEE ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD 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 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN CONNECTION INFO FOR COLUMN SIZE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 'k EVERY 3rd &ADDITIONAL INFO. SCHEDULE/PLAN INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING 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" 2x4 SPF 2 #7 3-1/2" INDICATED ONBM OPTION A OPTION B CONNECTION INFO OPTION C w/ (3)10d PER NAILING SCHEDULE O.C. MAXIMUM. (2) x SCHEDULE/PLAN 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENT rA FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A CENTER OF POST w/ (4) 16d NAILS TO EA. 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A 0 NAILS AT 24" O.C.10 • • DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8)10d NAILS MAX TRUSS iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY 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 CANTILEVER 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) AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IFLOCATION PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT °• EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION tl DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 SCALE:NTS COMMON B M . ATTACHMENT g 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 r SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 R SEE PLAN FOR co ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILIS AT BASE & SIMPSON i 3 NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP o, 16" O.C. W/ (4) 12d_ COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP --I/�- SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL 2 12d NAILS TO EACH VERTICAL ( ) SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SHEATHING ATTACHE VARIES SEE PLAN PER NAILING SCkCHED HEDULE E 2x BASE PLATE W/ 2 12d ( ) Lo cc 8 OL VARIES If FOR WALL LOCATION 2x4 BASE PLATE W/ SIMPSON �� 1/2 PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOFS 0/PE LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x J (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON 1 1/2" NAILS TO BLOCKING 9 WOOD WAL—\ L MIN. 2x4 #2 SPF STUDS @ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING BELOW @ 16" O.C. I OR RUSS 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS ,�_ 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP & BOTTOM o NAILS EACH ; ' SHEATHING ATTACHED 1 BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & ` • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING .20 ROOF SYSTEM TOP OF WALL a OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ C 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 `P W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR • TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. '' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) °° S H EAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION r22**�12 SECTION AT HIP GABLE SECTION BUMP OUT 0 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS 31 DETAILS & SECTIONS C9 z� z� z a z CD Q) Qc/') C 4 -J LU XfL'S o •U — Ow c ZD f— U W M m N MCC ' ~ O CO_ LL00 U ¢M �g� �Qo Al I BID. N.C.B.D.0 _ N N1O .ti N 0 M I r, A00 NAZ W ,Z n LL t` Q [7.i W W Z 0 C rnc? MeAN aN< °a LU �• C1�a,>N C7 f1. ' 4, �, R U1 40 ROFESS\O 1/t/,�/111E! { Illttt��i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the stiucturel 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 H U 1�7 Lu O� V N Lu � W� a 0 z oC I—' � -p �/ 7 -4 LiJ U) v, O j Z o Q 9� r H 0 OP 8 g1§� L0 z W Ln LU tii 62 g�S 00 Q z z U. �Z N Z tS m ° � 00 g w �Z uj x SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4nO SHEET N0. D1 L"_ MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW "n WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING O! WEATHER SELF-ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) �O L SELF -ADHERED FLASHING E AM 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF p� 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 LF-ADHERED FLASHING TCH FLASHING 8 2 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH r__ A, O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� Me RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING F_ End SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER ' • Ir Ln C S 001 SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL NOT USED NOT USED NOT USED M, rem 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 beceulked using Stampede or sim. caulk for all U Z M z Z a U1) z C1 v/ cn a) +_J w D0 w � U w ~ _ M mo 4)M -'-ap R 'C N U L U_ f0 ct¢ o vv�� V 00 liiY n � � • w a LY • } LL L LU Zw Z 0 `Nw H �i� LY N 60 U O WWW.FDSENG.COM Li U N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com {y o:ir W W W �-0 a Ili L1 0 ' v L1 � JL pZ to O = �i 1= CC LlJ W LU o 111� cV < W^ d- Z J '� tV) Q Z . L.V Z t8 � o, �i d LL 8 *k 00 N Cal 0 06 Z :5 LU W On y­1 0- o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangars shall be tested per ASTM D7147 Tesfing and Estebishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Coiculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes 1n ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed to specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Cntarre fir Joist Harpers and Similar Devices in October 201e to incorporate a methodology to evaluate products to the 20151-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 update evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 ]-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018, The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronotie.com for additional pertinent information. If you have questions or reed further assistance regarding this matter, please corded the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong-Tde Company Inc. 2221 CountryLsno McKhM, TX 75009 Phom: 972.542.0320 Fax 972.542.4139 inaii.}$g9agt,9om TO A23 FL10446.2 mill 11adown WE ESR-2608 A3 FL17244.1 ESR-3455 M0210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3446 HU212-2 FL10856.4 ESR-2649 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216.3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10868.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 H0412 FL17232.4 ESR-3445 HU412 FL108W.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 S1M200804 HGA10 FL17699.1 Evaluation Report MGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 F1.10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Repot HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 FSR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FLSM.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10656-R4 ESR-2649 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856,11 ESR-2649 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 F00655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS26 FL17232.11 ESR 3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS28.2 FL10555.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10855.118 ESR-2649 II FL17241.15 ESR-3444 LEGS FL10687.71 ESR-2615 KST260 FL17244A5 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA16 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3466 LSTA18 FLIDSW 4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 F117244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11498.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 F111498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10455.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-28M MP34 FL17244.23 ESR-3456 A34 FL10448.3 ESR-28M MPI FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2608 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2005 MPH3516 FL17240.3 ESR-3447 WM1416 FL10867.88 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTAIS FL17244.18 ESR-3465 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2106 MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL13904.6 ESR-2618 NFM35XIBU FL578.3 Evaluation Report MBHA3.56/18 F113904.6 ESR-2618 PAU44 FL17239.13 ESR-3449 HOU2-SD82.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL108W.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL104W.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2813 RT18A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR-3448 H5 FL10458.15 ESR-2613 RTS FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL172W.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP8 FL10458.44 ESR-2613 SPTB FL17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPI FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 FSR-3455 SPHB FL104W.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 F00655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10855.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200OD4 THD412 FL17232.16 ESR-3445 HD08-SDS9 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3446 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM2DOW2 LGT3SDS2.5 FL11470.7 SIM200803 - - - LGUM28-2 FL71473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below If they will be utilized on die construction project for 1Xch 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. CategorylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/$7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) F1.20481.9 +87.0/-87.0 psf ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThemnaTru Classic -Craft and Benchmark FL15225.1 +87.01-67.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThennaTru FlberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopsy Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (18X7) FL15279.53 +30.01-30.0 psf Clopsy Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0142.0 psf Clopsy Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0141.0 psf D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see tint sht) 2. WNDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 par PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL1W51.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Seder 185 FL15349.1 +40.0140.0 per PGT Series 5520 FL243.9 D. MULLION MI Wndows and Doors Series 5764 FL15353.2 WA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Camplank Lap Siding and HardiePlank Lap Siding FI I3192.1 - FL13t92.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OR Ridge Vents FL16918.1- FL16918.4 NIA Florida Metal Products, Inc Vent RVIO FL21580.3 N/A Lomanoo, Inc DA4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 9W FL7849.16 - FL7849.20 WA F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032' Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strag-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsits; 1) copy of the product approval, 2) the performance Characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. 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Rocdng Infoegulimstsupply- Co pBwrce Method: Eveluslicn Repot pan a Florkb RegisKred A lobed a e Lien-d Florida Professional Engineer GLIM, Affi2m48 Amrand fee U- Aowoved ra U- ! etrrlmte rJmR out" HVKZ BalldWot l�ndee 1 0.032&quoC AWmbnm 5V Crimp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes WA +N/A/ over 15MUclud; Plywood -108.5PSF 2 0.032&gM; Alun*.m Gulf Lok Mn 0.032&qucL Auminum Guff Lok 16&quct; Wide 04//22024 No Yes N/A -NIA/ Roof P-et over IW284md; Plywood -116.OPSF 3 t&qud; 24ga. Gulf Snap 1&qud; Guff Snap 24 Ga. 178qud; wide Rod Panel 00122024 Yes Y- N/A +WAF-131.OPS over 15/32sgvot; Plywood 4 1&qud; 24ga. VasaLoc 1&qud; VerseLoe 24ga %Uqud; Wide Rod Panel 04//22024 Yes Yas N/A +WA/ "r 16/32&quct; Plywood -138.5PSF 5 18qud; VereLLoc.032&qud; Aosnkmum %quoF Ver-Loo min.032&qud; Aluminum oror 04/122024 Yes Yes N/A +N/A/ lW2&qud; Plywood -101.OPSF 8 1.58qud: 24pa. Guff Snap 1.idqud; Guff Snap 24ga. 16&qud; Wide Rod 04/122024 yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.58qud; 24ga. Vaael.oc 1.5&qual; Verskoc min 24ga. 16&grd; wide Root 04/122024 Yes Yes N/A -NIA/ Paral one 15/328qud; Plywood -123.SPSF & 2&qud; 249a. Magatoc Mn 24 Ga. 2&quct; Mewlx 18&qua; wide Rod 041122024 No Yes WA -NIA/ Panel over 15f32&qud; Plywood -108.5PSF 9 24 Ge. Guff Lok Mn 24 Ga. Guff Lok 16&qud; Vide ova 15/32&qud; Plywood 04/122024 No Yes NIA +N/A/-96.7PSF 10 24 G. Gulf8eam Mm 24 Ga. Guff Seem 16&gmd; Wide Rod Panel 04/1=024 No Yea N/A +NW!13.51PSF cue' Us Wood Puffins over 15/326qud; Plywood 11 24 Ga. Gulf Sean &elm 24 Ga. Goff SUM, 13N8qud; Shop Lock, 04/122024 No Yes N/A +N/Al 1 &&gad; Wide Roof Panel over 151328quce; Plywood -108.5PSF 12 26 Ga. 5V Crknp Mn 26 Ga. 5V Crimp Rod Penal orar 15/32&qud; 04/122024 Yes Y. N/A -WA/ Plywood -156.5PSF 13 26 Ga. 5V Carp A4n 26 Ge. 5V Crimp vex 15/328qud; Plywood 041122024 No Yes N/A +NW131.PSF 14 28 Ga. 5V Crimp Mn 26 Ga. 5V Gimp Rod Penal over 1s4 Wood 04/122024 No Yes N/A +N/A/ Purgns ova 15A2&qud; Pywwd -156.5PSF 15 26 Go. GUM Los Mn 26 Ga. Guff Lit 16&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF ie 26 Ga. Gulf Lok Mn 28 Ga. Guff Lok I sequel Wide Rod Panel over 04/122024 No Yes NIA +NW63.5PSF 15/32&qud: Plywood 17 28 Gar. Gu"M Mn 26 Ga. Guff PSR Rod Panel ever 15/32&qud; W 2024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business a Professional Regulation P.p.2 eft Building Codes and Standards WAM1e Product Approval Application Detail Aawoved for Use Aontowd ter U- I� gpplge mi Pootlmmt YadN. NUMer a liar- $4 9D 99�ErinEmmte In Hum g1WHVHZ Resistant Bmrae 18 26 Ga. Gu"PBR Mn 26 Ga. GulfPBR Rod Panel ova Us Wood 04/122024 Yes Yes N/A +N/A/ Purl ins over 1642&qud; Plywood -151.7PSF 19 26 Ga. Gu6POR Mn 28 Ga. GulfPBR one 15/32&quok Pywaed 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 28 Ga. G 11PBR Min 26 Ga. GUNPBR o 10 Wood Pudins over 04/12QO24 No Yes N/A NW 15/328,qud; Plywood A51.7PSF 21 28 Go. GuRRIb hen 26 Ga. GuNRib over 10 Wood Purllns over 04/12=4 No Yes N/A N/A/ 15/328qud; Plywood -i84.2PSF 22 26 Ga. GuNRib Mn 28 Ga. GuMtib ever I SM&qud; Plywood 04/122024 No Yes WA +N/Ar .159.2PSF 23 26 Ga. GWRO Min 26 Gs. GalfRib over 15/32&wct; Plywood 04/122024 Y. Yes WA N/A/ 159. 24 28 Ge. GuMtib ham 28 Ga. G,aRPo over 1a4 Wood Purens row OU1212024 Yes Yes N/A • WA( 15r32&qud; Plywood -164.2PSF 25 29 Ga. Gu1Rlo Mn 29 Ga. GuBRw over 1.4 Wood Pudns ever 04/122024 No Yes NIA •NIA/ 15/32&WaL Plywood -123.SPSF 26 29 Go. Grilicb Mn 29 Ga. GuMtN owe I W32&qud; Plywood 04H22024 No Y. N/A •N/A/ -146.OPSF 27 29 Ga. Gu6RM Min 29 Ga. Gulfil b over 1s4 Wood Palms ever 04/722024 No Yes NIA -NIA/ 7/190pol: O.S.S. 01.0PSF 28 29 Ga. GUHM Min 29 Ga. GueRib over 7M6&QYd; O.S.B. 04/122024 No Yes N/A : NW -118.OPSF Search OAtlg Code Verwm: 2017 FL 6: 11651 Applfcatm Type: ALL Product Manulactunr: ALL Gtepory: ALL SWea.epgry: ALL Appllcadw Stekw: ALL Co rpllma Method: ALL Quality A-uraeee ill" Conrad Epind: ALL Product e", Number or Name: ALL Product 0ncdp6m: ALL Approved to use in HVHZ: ALL Apprawd for use ouhdde KAU: ALL onpad Resistant: ALL Dodo. Precut: ALL Date From: ALL Orb To: ALL N N CD OL C L Q. 2-6 2 .7m CU V -a + -6� a- C O CO = O a O � 0 M EO L O L .- .0 -.0-�'^U - VJ Q Q Z W J U) ,a= C/) CC O Q CU CL U O VCL V ''W^^ V, M� W CW G Q Z Z Q . -I a- -'SHEETN0. PA 13 �R�Z���kN a�3��s�`F� =��� �'��d������ �� g r� y���