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HomeMy WebLinkAbout3289 Kresterbrooke LLC32 P 9 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room S3M MONO DETAILS S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR or Fir. FLR SYS or Fir Sys Floor Floor System RAG or Rag. RAD or Red. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. ALT or ALT. Air Handler Unit Alternate FP or F.P. FR DR Fireplace French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF BK SH or Bk Sh Bifokd Door BookShelf FT or Ft FTG or Ftg. Foot/ Feet Footing READ or Req'd. RM or Rm. Required Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BILK. BLW or BLW. Block Below GALV or Galy. GC or G.C. Galvanized General Contractor RND or Rnd. RO or R.O. Round Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or RCS Rod and Shelf BOT or Bot. BP or B.P. BRG or BRG. Bottom Bypass (door) Bearing GT or G.T. GYP BD or Gyp. Bd. HB Girder Truss Gypsum Board Hose Bibb SO or SD. SO FT or SF or S.F. SGD Smoke Detector Square Foot (feet) Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. CJ or Circle Control Joint HH or H.H. H Hand Held (plumbing faucet) Horizontal SHT SL or S.L. Sheet Side Lights ❑ ❑ HAtoL :.-OMPL Y WITH PREVAILING CLG orr Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir AWWORK CMU COFF or Goff. COL or Col. Concrete Masonry Unit Coffered or Tray Ceiling Column ILO Insul. INT or Int. INT or Int. In Lieu Of Insulation Interior SPECS or SPECS. SO T or Sq. STO SpecificationsC Square Storage a � 7E1 D 7E:1 F711 0 FD__1 E I NAPTHE AN CT ! F OF ZEPWYiiHILLS COMM or Comm. COMP or Comp. Community Compressor KS or K.S.K/Wall KS or K.. Knee Sp Knee Space SW o S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine 177 LJ Q CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. LF or L.F. Lavatory Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken A E71 7E:M❑ ❑ D ❑ D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT 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 Maximum TR Towel Ring DIED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MFR or Wr. 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. Micrdam V or v. Valve (shower or tub/shower) 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 W.A. Wedge Anchor EQ Equal PKT or Pkt Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR orWDW. HDR Window Header EXP or Exp. Expansion PLF Pounds per linear foot WWH 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 VWM or W.M. Wall Mounted (plumbing fixture) v FXD GL FG FIN Fixed Glass Fiberglass (Shower Pan) Finished PSF PT or P.T. PW or P.W. Pounds per square foot Pressure Treated Pre -wire WP WS WWF Water Proof(ing) Water Softener Welded Wife Fabric (Mesh) REVISIONS JAN 252019 N RCVIEW 08-20-15 1.00 NEW BASE PLAN DATE 0Ty 0F ZEPHYRHI PAS EXAMINER 12-8-15 2.00 FRAME —WALK REVISIONS 7 12-27-17 3.00 2017 FBC UPDATES a MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL 5 FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID N FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES H ILM FE 1!4 INI OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the tideblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations N c 1551 undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 z_o z� z�® Q a U) z t ) 0 Q) v, 4—J w •U - 0 LU � U M m o W ' _ M N NI-- N U O "00 Qrn Lev O C" LU g, °- 'L 0. LU V < Z p'`�$ g N' 2 to JJL a U, ID Z ;\A �l. � r Oyu To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W za �z 0 �oQ� W J m w ® LU Cl) C LIJ = O a o L rI v Z 0 s O'Vr-I L'n� 0 0 Z J g '0" P Z �--� lJ.lX Z Z F $ S 0000 N z U 0 O 0 0o g = in rn ,__1 a o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. C S a !2 H a TYP @ 1 STORY S3 ILI a 86 LAAA I N r ----------- '-0" L a \ N z S3 I I I I I I TIE 64 w t U N t N I I I CO to I I I I O T. 0 OP W 1 FAMILY R M - DRYER VENT THRU WALL I I I 1 R&S -- - - \� 2 CAR GARAGE I VAULT CLG. I HANSON BOX A O CARPET a �� 5-SH 8'-0" CLG. I ro l l I 0 I I o M -- i� 16" DEEP @ 36" A.F.F. I Q I I I I I � iv OPT. N a a Q \ ------ - L REF_ J " cnp -0 LG. v I I I I rn EDGE OF SLAB 2" I w I I O I BEYOND WALL I > I I - IiC37 I r- I I 2' 2" *16" M I x I I - - -, 20'-04" I I to K 10 I 1 I I I N I 1'-4 I m IT_ �- S3 1 I I I I CLG2. 4 2:12 SLOPE 4'-0" CEILING I = I 9'-6 Cn IFolR I O O -k 00 2'-6" I I I I I I I I I I ' X" ENTRY Q c� i i Z I I I T I I I I I - BUILDER TO PROVIDE I I S3 I j 8'-0" CLG. IxDW APPLIANCE L 1__t PROTECTION WHEN G_.T_. t I REQUIRED PER FBC -----------CAFE = 4 O I VAULT. CLGI I Ko0 GO `$ CARPET 8'-3" S3 3068 7,8a16'-4"I _-n ;0 (4) 2x4 #2 SYP STUDS FOYER OLO G I I W/ USP HTT4 @ BASE TILE I ' 9'-6" CLG. I "' S3 I I 5'-8' 0" 4'4"I H AT 7'-4" -- Q _ B. R&S w R&SR&S t @ 1 STORY ------------- W.1. C. - --- � _----- ----TYP � N 166 R&SA(4) ;F2 N? 2x4 #2 SYP STUDS = W/ USP HTT4 @ BASE N AHU 8'-0"CLG. I 4068 B.F. �4068 B.F. TYP @ 1 STORY CARPET I *a ��8'-2" 8'-0" '-4" 4'-2" 3'-7t' 8,_�„ S3 F 68 2668OWNER'S3 BEDROOM SUITE c I 8'-0" CLG. 8'-0" CLG. T 5-SH 16" DEEP N ; CARPET BEDROOM 2 O CARPET C >� 0 8'-0" CLG. LIN N " N � I s CARPET O 60"x36" LID N a _v SHOWER "' TI E " 8 -5" T E O 15'-04" r; -0" "' 10'-4" 5 10'-5" IBERGLAS i. URROUN AC PAD P o o' ® BERGLASS URROUND N I r 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 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25+j S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 j S.H. 16 20 X 72 18 4 X 71 j S.H. 1H2 271/4X26 26X25 S.H. 1 H3 27 1 /4 X 38 26 x 37 S.H. 11-14 274X50j 26x50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 j X 251 /2 S.H. 23 37 j X 38j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 J X 63 36 j X 62 1/2 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 26 521 X 25 } S.H. 33 54 X 381j 52 J X 37 1 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 } 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 Gass 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. a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. a 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" rA) +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 OF +26.6 / -32.2 © SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL Mmum NNNNMNNNNNN INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" TYP @ 1 STORY 25-SH 1ST FLOOR LIVING AREA 1555 s3 O LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 31'-2" 22'-10" TOTAL AREA 2008 FIRST FLOOR PLAN -Al_ SCALE: Y4'=1'-0" INSULATION REQ. R-VALUE / EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) z z z Q J a N 0 () cn 4-1 W OW U U W � 1 m N M M CO V�00 U <[ iz rn v d BID. "-T tr N N z Z W W Q. LL 0. V N � Z tpIMP H _ffflp� B� JR N¢ Of __j yr, It L To the best of the Engineers knowledge, infornaton and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W a "Z•�U J U. ' �� O 2 cj. 3 O W CL LL Cn W U = `� T_ P . O Ln Ln U � Z Q� LL Z� J Ln r� W a Lii z Z g 00 m oo Z g U = 8 u to o SCALE : AS NOTED DATE : 10/31 /2018 TECH: KFRAZER VERSION N0. 10 SHEET NO. 1.0 C9 _zo z01 z� a TOO u., o 0 W �'v ~ U mNM W M _ � M LL U co aD ¢ rn Lo BkD1 8'-0" "� 2'-8q" N b O m Vb N NN NM z Z W z fz' z° Q 7 LL t.- r. W a Ck Z 0 i—H , I MIRROR MIRROR aan-1 I. IUL --j • `-J ,� �� C� o co 00 lb �? q ., F r` F- i! Pv p O M BATH 2 OWNER'S BATHROOM To the best of the Engineers ImoxAedge, 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 structureI engineering portions of the drawing pages bearing Engineers signature and seal. 5'-0" "? cc 8,-5j" 01 LENNAR 4600 W. Cypress St Suite 200 Tampa, FL 33607 www.LennarTampa.com q o c� ih HOOD ri loto N CV�z Q 0 0 0 0 0 L w `2 4 Dw Q T o` a o CZ _ r M M N L OPT. REF. RANGE 0�_ U o KITCHEN ISLAND KITCHEN KITCHEN ° Ln Ln zLn I~ 0000 Q z � Z � g im w Z 00 g = f rn O T-1 a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES 00 VERSION NO 10 0 o SHEET NO. INTERIOR ELEVATIONS 2.0 SCALE: 1 /2"=1'-0" in fV zo co z 2'-0" 001 12 HEEL 5� T.O.M.------� HDR HGT. F. FL. 12 5� 4' RIDGE VENT -------------------------------------------------------- 1'-0" 12 �5 ` *A;jlCeL=iTl#M • 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 " x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -------------------------------------------------------------------------------------------;--------------- FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------T.O.M. HDRHGT. ---------- F.FL. LEFT ELEVATION - Al : 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two eats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. z$ z�® n U) z V) 0 N w �V — OLU � U w M OD N m c+> Cn Cc 0 B D• N. C� 1 N N Z6 V� N Z W� Lu 1102 t� � a -H rn filf-4 LL t Q —.! ON e z OFESS���\ j \\\\ / /rPll!lllil�� To to best of the Engineers Mowledge, ink matkm 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 to 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 za O LU N > J LLJ z O W C 0 U-) Q zS 5 z o J N Lr) � O � $� a Z J In LLJ rl W � z �8 N z L 0 ao z g = rn ,-+ a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 T.O.M. -------�-- — HDR HGT. F. FL. 19' RIDGE VENT 12 5� 12 5� 4' RIDGE VENT 12 �5 - OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 4 (TYP. ) 6D (TYP. ) F.FL.-------------------------------------------------------------------------------------------------------------------- — 00 T.O.M. REAR ELEVATION - Al RIGHT ELEVATION - Al : 1 /411=1 1-0 rr 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. C9 M ZCD Z `$ z� a N UI 4� u, i-J w OM_ C) U — Ow �V) U m N ■ F— M La S co _ U O oGO - c 000 Q CM Lo ch 6 IS NN C� N N W W ZZ ii V,UM_Q W0. wa Us &�WVaQ Z p S ooa . JWLv yZ E LU C ,���ttUtt�lf, o F Li .•e a ' ,yro••JVL d _ OF �• ,� �' • '.• 2 F F �. ROF SSA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com wo za CQ z r6d Ida d: 0 z�OO 3 w �a o W > LU qqz Z !✓ o -v a U = Q Q?)L �' 0 J: V) w oEd� N Lr) (r g � Lu Lu ¢p p Z Z��� k\o w J Ln r-I LLJ w Z aZ� u ~o V)8 N Z Z yt $ m O 06 � 2 �f ,--I a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION No' 10 SHEET NO. 3.2 ano r- 000 s 0 2„ 1" N cv 2" iv 00 CID 1' VARIES "NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" '"f: it = 1" CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 1-5 " 3/4" RADIUS 1/2" RADIUS 1" 4" VARIES VARIES = r� = "'a x. CAP iv r 1 rA" 4 _ 2�1" 1 1/2" RADIUS 2 1/2" RADIUS VARIES VARIES MIN u 1" 1rr 1 Orr 1rr 1" 4 " L�-I/ �- ill Oily = t iLv 1 rr 1 " T �" fV Oo �N 23�� " Sn 4 _ _ Av ep VARIES 11 1 " � Zrr f 11r 11„ 34" 3 1 rr 1" V-8" OO Li 1" BASE - • CD BASE lam`+ _ly N 1�" 4 / "NOTE: VARIES 8" 2" 3 „ is FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2rr 2rr EDGE OF OPENING a 2" 6 1'-6" V. 1'-4" 1" _ ^�* 2rr • ' 1-1/2" THICK 1-1/2" THICK T 0 r fV ,,,, Jlr_�i• 101r 4 z e le T = { C M e r � T 10" 6" rLp e O L•7 CD �rr #„ iv 2" 4" 3" 6" 2rr 2" iv � u� w_ F 7 M 1-1/2" THICK 3 2 -4" Tom- 4" 1,_5" 5�" "2 "L �„ 4 f2' _ = M 1,-4" 3" I = VARIES VARIES " fn LU > f7 i `41 �I '1�,1 �I VARIES VARIES r4' 8„,- 3? V Q� --------- _ N i N r pp r s" 2" -SIX �1 Q' 41n 2 6" 4" �'� = CV N a ,�4 KEYSTONE F11 OPTIONAL 4" GARAGE 0 DR. OPENING KEYSTONE F11 00 OPTIONAL 3 4" 3" 411 4" WINDOW OPENING 4" " NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 5j" rr 1-� `" err tykl 1 f2" <O CV 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH •FOAM SMOOTEPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10rr 1 r-4rr 10r, o_ 1H 4 1-" 14rr 1rr _ r 0 T c cD;0 z N iv N e (V " 1 �4 �9 10, r • " " 1-11 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH U Z z Q' C,9 L� cn OroC/i LU Q • O W Ln Of U L LJ ~ m o N M g'w U"� 21 0 Q o� o W�DDI,qoj W � w LL a yrn � z Z y px �4n a, d No au o WWW,FDSENG.COM C 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W z d f� W � � CvCZ�U Zv�z OC J H L1J 8�� �Z L Q QQ S 2 � N o � U ^ L l F— x W �le3 186 o _r*1 r-1 W doda: Z J • LC i 4 O r, a z ,t�-1 W Z G zS VU $ N n U M W ° 06 z g W = 2 W x T-4 0- Ul S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. F1 a 00 N C"I CV \ 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rwl- HALF -SWITCHED DUPLEX OUTLET "h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE (O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ]s PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT J ELECTRIC METER ,n ELECTRIC PANEL DISCONNECT SWITCH ,•j��;..j�`�/` G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 01 x14 copper to lights & outlets 1 20D 00 x12 copper to 20 amp &M 00 AMP MP 10 x10-2 copper to WH 10 x10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" Z � Z Z Q 11 Cn Z IL41 0 C-/ ca o �V — OLU V) � � U W ® M m N VI n S rn co uo v o4i ¢ o B Der d =�J1 N O eq � V�1 N 00 z Z shG' z _ _ 05 LL Z 0 W V a10 0 v N M LL � N U)M-5 4 W N< A WWW.FDSENG.COM L-i co N rn N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com to Za a z Q n: z �n U W 0 J oU a `./ ILU 0 _ O $12o 0 J LO LL_ 18 5 52 ^ L / O Q Z Z J Z .. LLCC!zLn k m N ^ Z t— = tZ Ur-, I oo ,-41 g 0- cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.0 c 00 54' TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. H.B.' I KY I c N Ili ' I 23'-j"°° I OPT. D I QPT. V_J1 TYP @ 1 STORY .) I _ _ t - --------•--r.T_=� 31 /2" �- SLR I ill U.N.O. T�=..1Y_...._.__._.__.._._ _ 10 A I T IrI F- S3 t` ICI} : II T' �'Ci = o o> • I - �— ■ I — - - - coo INDICATES FILLED CELL w/ 3000 PSI : I CONC. GROUT FROM FT. TO BEAM I�- CHASE TO I I ISLAND I ' I :: I BUILDER TO PROVIDE J = W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN KITCHEN ISLAND j j LOW WALLS I K S3 APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 I I HOOKED FTG. DOWELS 5 EMBED �c- - - - �� W/ 25' EXT. ABOVE SLAB GRADE 40 I STEEL" 25'-6" I I I 1 20'-6 T-0" '-0" 4'-0" = STEPS AS�Illo REQUIRED II r�a I I I I g L Jql I;: 7�_5�� 7.1" K CC ( CC PER FIELD CONDITIONS -_ 3 I q Ile I PROVIDE 1 Y2" RECESS I I I II r ��gl9 �;: I I " 1, �2 -6 x 2 -6 x 1-0 rr WI (3) #5'S E.W. ■ , FOR SGD. REFER TO I I I �L �J�I I MASON'S SLOPE FOR �' I III III I WIDTH III D.W. III _ 1 \ W.H. S3 I S3 I ■ r- — — S3 q --- �° -CJ ■ 1/2" 16'-11" 8'-6j" — — —— — — /2" SLOPE _ * 31 -3 I 2'-6"x2-6"x1'-O" ' °° 4'-8" 3-1/2" MIN 3000 PSI CONC. SLAB FOR W/ (3) #5 S E.W. PROVIDE Y2" x 9" I �, L iv S3 rn — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR v v ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4• MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'-4" CP G I S3 ■ ■ ■ '- in ■ : I — — -� :: 0'-01, 90. S3 TYP @ 1 2'-6"x2-6"x1'-0" I I STORY U.N.O. b I W/ (3) #5'S E.W. I • I — _ _ _� � _ _ _ ICI — � — — — � — — — � I • — —I As I 111111: . ::::N : :::I I I : ■ r 10'-10$" o I HVAC CHASE%' ' ' �T _._ro M ( BASED ON Cl) LOCATION / / 0101, 17'-2$" 2'-8 ' i: /L2-9. J{ } I I / i CP -. Orr. s'. .... . . . . . T`-. . . . . . . . . . . ... ........... y1 - ii I - 01 I H.B+ K] 13 KIM TYP @ 1 STORY U.N.O. FOUNDATION PLAN SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —"- N CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 •�' ':rj,v, v. -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z "o Z Z Q Cl- U) U ClV) 4--J cn w (DM o •O W � .� f- U WM �� m N § U01- C N U rn "00 M Q L0$ N N Zz z us Cn W rL 6. W li a LLrn e J <� y �+ 011 r E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O z �a a a~a Z �L z J ® L > R ^ Z Q O Y 0 ^c, W -0 F- Q U u Z � o Ln Q S Lr) U ON Lu a�• Z <o�o gg`� J IOS Ljj I— Z8 N Z o m O t ao g w = z f rn ,-•I a to o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. 6.0 6645 (2) A (2) A X31 LO 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. S N 1 o S5 nCi 3i (2) (2) A A N O J 00 CN I y O g ]C N O� 0 ROOF FRAMING PLAN N SCALE: Y4'=1'-0" ,n'CJ I CJ5 EJ7 VCJ V✓ CJ5V EJ7V (2 ♦- a H a .. .. :: • • F- ¢ ;::. F- H Q • • • F•- Q O F- a j r r r r r — — k a H a (2 X I EJ7V I EJ7 EJ7V I EJ7 EJ7V EJ7 EJ7V EJ7 � EJ7V EJ7 � o• EJ7VA EX � EJ7VA Q FG1 f- ¢ •)- O I EJ7VA EJ7V E�7 N EJ7 r Q M a •• In a ♦- m F-. N m . �. m m m m m W m O a EJ7 I EJ7 CJ5 CJ3 � M ,� U UPLIFT CONNECTION CROSS-REFERENCE ra,zs,r MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPf A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H . A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 223 10 -10d x 1 1/2" G H10A 1340 101 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. 118 10dx1-1/2 HTT4 2715 518" ANCH. 120 10dx1-112 J HTTS 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 518"ANCH. /(28)10dx1-1/2 " 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8"ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M 7B " 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 11 5/1 70 " 1 05! 15 " 8 -10d x 3" JUS26 1115/1060"* — 8 - 10d P 1550/3335 *" 1335/2820'* 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 *' 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5"EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5)1/4" x 3"WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" ' MINIMUM 3"MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY **" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE 82 OR q2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE A5 DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �� ROE C9 z Z Z Q a U) Z Q 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 1T-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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 11.0 Safe vertical loa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE o � o 8F8-0B/1T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8RF6-0B/1T © 0, 01 0, O O O 8R 16/ T 8RF14-0B/1T 8F16-0B/1T 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q U 16- BM T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P precasFlirrteIs = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 poll wl 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. FORM k GROUT SOUD O O O 05 BAR CONT. 8F16-1 B/1T 8F12-1 B/1 T ®O O 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE - N.T.S. Uew 8F24-0B/1T 8F24-1B/1T ©O T .: 0 0 0 o 8F20-113-2T 8F20-1B/1T #SREBARATTOP MIN. (1) REALTERNATE POWERS Q'D R STEEL LINTEL O SEA .a G .M.U. #5 REBAR AT TOP 44 e MIN. (1) REaD ° 4 1-1/2" CLEAR e ° �4 . � L I— —GROUT I HD #5 REBAR AT BOTTOM OF LINTEL CAVI1 REINFORCING PROVIDED IN LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) P t Y q yy =—t;-" , zW �VOy!2 23 LL y ¢S� 9 D 0 Q 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's spwi ications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the camentiduos coating. See contractor specifications O 4'-0" LL O 5'-4" LL O 5'-10" LL LINTEL PLAN SCALE: 14 "=1'-0" c'� Z Z Z Q tZ U Z cn 0 4--J ty (D �_ I:) •V — Ow cn c 1-- C) LU M fb N = U �' . o MD. N �D .N. !A W W 0 Z < o LLZ H W����4OSf� •����, cc' C �WWW.F145EN o .� :� •- ate. '• L v , : • G r •••n�o p �• �:,� -n V �r�c�l :[ y 5 i ••• , `° oll Y111wiCd:s,tt(,litt 0 To the best of the Engineer's Mowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edifion. 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 W Z Q a Uz 0 N L Zz �a -� a Zo Q W O f• / g O _ J L0 LU yN Ln ;Z Z E LU J Ln rl LU z Z8 4* m N N 00 Z g t = rn O •-i 0- cn E SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO° 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREAT WOO MANY FTHE NEW D ALTERNATIVES HAVE BEEN CREATED TO CCA-C. TREATED O 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. DRAWING ALL ROOF AND FLOOR TRUSS SHOP S ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1, 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsfWITH 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'J' 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkfer systems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backffll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is requi2. 9. FBC-R R318.1.5 - ncrete overpo and mortar along the foundation perimeter must be removed be ore extenor soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extarior vert' I chemical barrier must be installed after construction Is complete, including aandscaping 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 i 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 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 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 SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. f,N1L911114 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. U � zCn z Q a cn c� cn 4--J LU "V - 0 w C C.,U m o LU 0 M cc �i LL o c Q v) f; L0 01 d A' B D N C B D C s N � h N It Zz fz' z LL O Y� coum 0. LU 7r 10Z O� 5 rb U) I15$� m W LL a.�jljrrtlltA�ttj n° `.FD,SfWNG.0 r , , S ,tf,✓,�0F 1, ` ` To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LIE NNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W za a 2��U 1 H N L_ L.I.J �z O za U 5 . O LJ L /ALU I- J U, Z z LULn lli LLJ Z z � 00 Z Z 8 0 06 :5 2 ` � r, 0- 1 cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SN J lCA w J co co ROOF DIAPHRAGM NAILING SCHEDULE RIWF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + + + + + + + + + +++ + + F+++ +++ + + + + ++ + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + Q /++ + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ + + + + + + + + + + 0i 1 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. 8 8d RING SHANK NAILS @ 6" O.C. EDGES 8 + + + + + 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 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. 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 I HOOK BAR CONT. tOM )UNDATION HIGHEST )ND BEAM vvlvv vvr-�Ivl J I L__r- SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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 gap 2p' min. 2" max. � 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. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4' max. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - -- -- - Under 2nd floor onitimn w/ Inds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below' consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/HN CORNER OF HOME H C G GARAGE SIDE O O O STUB -OUT FOR O 1'.0" LO o o GAS METER = . V CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 8'-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) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking lJse 3" 110d1 nails at 6" n-c. Provide adequate bearing for each lapped joist. nails SECTION na INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — • ■ ■5�9 6 A 1 2' ROUND HOLE MAY 6r- 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 VI 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 VI 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" V-4" 9%6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 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 - BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d — NAILS TYP. 5/8'9 THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide F-1 3/4" minimum bearing for each. I -Joist can be offset N up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jo A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM 4. SEE PLAN FOR '• d . • ; . • • FOUNDATION INFO ` .• a' STEM FOUNDATION y r GRADE _ nrrr.r� oc� nr e u \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when topi quired if hanger flange is laterally supported by joist hanger,esn't meet ight quirements .6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/t, UMAJt 4 rvl. 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 311�11�11�11. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE �r�n �_ SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION o e d , a'a •4 �O Z \ • a. • d w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 da' ° / • 4a L' a 4 A SEE FND. PLN. SIZE & REINF. C9 � zC43 z1 Z a 4> SD i--J w f'6 p IDU — O LL' N 17- � I '(�v _ m14-0 U " OD Of �1¢rn u�v B D. N C� N D v� N Z z G' z U) W — i W V ¢ L Z 0 —. � o 1gN6 ZWgE4''= WLW • .od • ' 3� ry �`� . { i ul x1�- \ Ci �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 8 W z d �zz w 8IN �rW~N L LL,I 2 UJ y CY aZ w+ 3 � � J 2: _ �..� a U `J 'o z �o L n196 P L / o � Z JJ T LL �0� Ln Lij Ing 8 00 Z z �,$ _Ul Im O 06 Zy g = J z ` UJ SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INS 5/8" OR 1/2" HIGH --"- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL (1) LAYER TYPE If (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. :PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH ;TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER ,_SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT, SN1 - - ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N O 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT "C.M.U. TYPICAL -TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD #5 VERT. IN FILL U.N.O. CELLS (SEE C 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 ---NOTE:EXTEND OR DECO DECO FINISH 4" to 6" "FIBERMESH" ^FIBER "F BELOW GRADE _ ° y Z 00 6 MIL VAPOR ► f ,► z $ BARRIER , 1 2 N COMP. SOIL. ° r (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" = DEEP AND 6" BEYOND N DOOR TO RECEIVE BLOCK WALL BEYOND b PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z orl° I' SEE A/S3 OR YS6 !0- FOR REINF. INFO. 3" MIN. CLEARANCE N 1'4' (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) (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.IT 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Jg @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH p TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 211 e ° e ° �31/2" MIN. ° ° ELEV. -0'-31/2" z a °e °e ° a A.F.F. g e ° ° 2x4 CONT. ° ° LL 70 'L ° ° e° d e - 9° C ;0 ° e ° N rr p •. 1 11;�'y11'-•y11��I'�u'�JII�'9u.�111 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. Vx P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° ► FOR CLARITY p p ° D _ _ _ _ _ p P o , o I -I 11-I 11=111-I 1-I I I -I 11=1 11-1 11-1 11E ? NOTE: a II I I I II I I I I II 11I I II 111 I I I 111 I I1 11� N *FOR BEARING WALL I-1 I-1 I I-1 I I-1 11=1 I T W/ UPLIFT ONLY I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" < ° a SCALE:3/4"=V-0" S3 GRADE 1) #5 REBAR w/ OPT. Cr EEERgNCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 II��L'(j �i 1=9111: t•••lllll ,1� _III lli��i®�1 I�IIJI SEE A/S3 OR J/S6-` I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS .31/2" MIN. 1/2"(min.)- 4" 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc "SHEAR WALL" SCALE: 3/4"=1'-0" S3 �\aosa��a ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY°cam`' FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20• MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi M FINISH GRADE °O 2 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER ► ° As. • • °Q r R 1 7/8" —� #5 REINFORCING BAR D r OR I AP SPI IrF ME 11= . . • • 1 . II• �11�11�� • ' • • � • • • • • • ' �11�11•�11�11=' IhII�11= III�tl�ll IL�ll��ll�l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEAL4 a INTERIOR ° -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -14 C' I I1= I1- III= M 6 MIL VAPOR BARRIERI 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE \ I6x6W1.4xW1.4 WWF OR FIBERMESH SIP ;11:�11: �►. �� �"II==[tom 1�'11;�11!'-11;�11�1iF-tL=1(.= .' :., ~:11-•'�1--11-:Ilr-tl�-tl--11-11! SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D LU U 0- m °. rn . p 0- 5 - - •. LU — p co (2) #5 CONT. "=11 ON 3"CHAIRS 8„ 1'4„ (TYP.) 1 /2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2"GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. •5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' •6x6W1.4xW1.4 E= WWF OR FIBERMESH 8" WISLAP SPLIUL TYPICAL INTERIOR BEARING E REBAR DETAILS rF WALL W/ UPLIFT G S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 IES" ` -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E_ j 6x6W1.4xW1.4 N I `WWF OR FIBERMESH r, K S3 SEE PLAN 1 1/2 RECESS FOR 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 Q 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. Ix CONNECTION INFO ` ° ' SEE PLAN FOR ! TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN ° a: ° ° a ° (2) HTS20 FOR STRUCTURAL a BEAM SIZE & CONNECTION INFO ° .' 2x4 P.T. PLATE 7/16 0.8.13. COLUMN LOCATION SECURE 1 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 g" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr a> SEE TYP. WALL SECTION FOR ADDITIONAL > Lil 6X6 P.T. #2 SYP SLAB INFORMATION. w o W ABU66 SLAB STEP & RECESS ng S.G.D. rM kw Cn SCALE:3/4"=1'-0" S3 2 4 P T SEE DETAIL 16/D1 FOR x PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONNSS A AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c .I_ TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 a M FILLED SOLID (SEE PLAN FORLL- SIZE AND REINFORCEMENT) 0 � ;III=III ° °• z W o 1=1 1=1 I I I=1 11=1 11=1 I w a W w I I1=1I I I I1=1I1=1I I- BRICK PAVERS or SLAB PER 00 _ -1 =1 • • °• _- ' z 0'-0" FIN. FLR. COMMUNITY SPECS Lt. - - — - °'NV I I -I -III-III-III-III I I -III -III w -III III-II1=III=III=III III=III-III—' FOOTING I1.;,llllI1 111111 ll -III=11I-' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U' t 2-- 0- ;z Ln 0 0 +-� LU L1J •V — 0 '-'-' Lr) = � � U LU ' mo �p -� '00 N _ U Vr'�' 'L m t9j 1O n Q im v o N N h N Zt z d� z dLU z° U) L "us LL O EIn Q w Z U) '9 % Z to%�w WL LU a' °o I i. . ". GC...... �- co '�� `J •'rev' r1 �••. ,•�' o itiotlll111'�0\\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained wltNn 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 �5 —1 00 Q ~ gli W 0 & - IN Z� j z 13 L a W 2: o z 0 QZ p R0 oLn iS V) _ 0 o N W z J rl Lli � N Z Z S 00 ° 0^�1 Z g o ,� SCALE : AS NOTED DATE: 10/29/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. S3 (MONO) r" 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) --� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK W 1 1 2" MAXIM M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE ALL IS / U INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" � TO DRAIN GL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 _ VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 /(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 8" STD. 9d°HOOK g" TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B GREATER THAN 6'-0" WIDE (U.N.O. ON NAILS AT EACH STUD AS ' PLAN) 2x BLOCKING @ MID POINT EVERY OTHER OPENING STUD W/ (3)10d NAILS 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW NOTES: FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON O1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 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 = _ = PORT - - - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. w/ (10D SIM4 Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILSSP1 NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. 2x P.T. PLATE OOF TRUSS Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" E BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT/I MOISTURE BARRIER = TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ SCALE: N.T.S. STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J r W o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 7 KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ° ° g ° 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. S�c� Ow N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -0t VERTICAL JAM 11 II " M 5/8 DIA. x J- LT AT6-3/4", 41-3/4 , 71 ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' 1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED ' ' /@ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. OA oR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� 12 s (TYP.) SEE ELEV. SIMSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (-' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4, PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF ° 48°�� ICE STAGGERED 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL (*"M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ° INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 / a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U 2x TOP PLATE `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED Fo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING a I I ° 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 1 F_ a d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. `MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A TAGGERED S TRANSOM FRAMING __9M N ° ° 6 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 U v zg z 18 z z V) U � N 4--J w • O w 120 U U CD mr- W N P1 C s M = oso 09 ¢ego All B D. N O W Mao z N W UHw m s? Z g W 03a y� aw — a W ¢ V� Z Q�;�Q o 0 m ' N m Z �1 2 Z Q A W .0 o O.L f 1t�cIF _ stir J`r `�+.1 y �� „••N �< F:.0 tv OF E S5xOkl���°\ wnt 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 onty 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 11 W za w<�x Uzoo zo zj g` w 8 � o U z �3 2: N a U J PAP oLn t3oik � � 0 Q Z In W J W Uj H 00 Z Z � S o m O oo Z g =j ,-i a Ln s SCALE : AS NOTED DATE : 10/29/2018 TECH: M]AMES VERSION N0. 10 SHEET NO. S4 SIMPSON HGAM11 w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL WI (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL .. FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF a5° t 24" MAX. ° 45 t TOP CORD BLOCKINGhGYPSUM 2X4 CONT"L" BRACE TRUSSES H10A (18) FOR FIRST FOUR FASTENED WI (2)10d 3" EDGES OFF 2x4 CRO BRACE 10d x 1 12 . 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM 6 OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT 0 "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. A LENGTH (SEE TABLE) (SEE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — _j ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1!2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ 6" O.C. 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)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP " NOTES AND NAILING CHORD BLOCKING N go SCHEDULE FOR INFORMATION ao SHEATHING DETAIL 1 1 1/ " 2"x4" CROSS BRACE WOOD TRUSSES � ao APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " 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 Wl 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4) FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " it SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE 7 SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (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 2x47" ON TOP OF PANEL SIMPSON H1 OA 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) GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 7" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 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 TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1 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/ 1 Od 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" 0!C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=,'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x :ROBS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 Q CROSS BRACING DETAIL ri SCALE: N.T.S. S5 N a 1 GABLE TRUSS a � T 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) Al 6.9 MAX. p 5 o S5 nil II I II I II II II rl I I II I II I II II II I I °.°• � •JI • � . . °II � a` 'll°.• � ° JI- \• t � . II °� � ° • Ik � • � •I • ' . °. �II ° °° 11.�• ' - II'• II. °.. I-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 31 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 M S5 "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 TOE NAILS AT EACH END @ 24" O/C (TYP) `.BRACING w/ (3)10d x W AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAMIOKTA w! (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU •\- EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'4" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —.vry r . ovnuva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" 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. 0 C7 a ✓,9 O� CORNERJACK Y w z 0 U HIP FRAMING REFERENCE PLAN E S5 0 z w a_ 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.CN TYPICAL pill GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 117 BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO14 CHORD BRACING 2X4 MIN. Ll� rani � wirl NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION - C', :z z z a. t/) (D 0 4> C C� o .0 w 40 �N Ca U c� m CN W _ ■ m co M � E ` N U d0 L" o ¢ a; ci 0 A 1 6 D. N C�B D C d N N V' Hsi Lc us z U) fn N O "i 1LLIV 6 LL1 _ O U) � 2 z -� a LL W Q A ° < o ;telltild.Py;/�� o wwi>r[is o uJ z ELQ�e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Englneer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o W I— Lu � Lu Lu FEE.- 8 L ' ) V C OW Ln Q P 0 oM8 o N Ln U T..j Lj W Ln �d 00 Z Z �ja8 Ln m O Go Z g = z Uj SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 300 SHEET NO. S5 3 N 0 n 00 co o: 10 N 0 J co I on N 0 i 0 Y i cz 0 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REFER -1 X 4 ( UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. JAMB(RE 1 P.T. TO SHT. SDW2-K1 FOR TO HT. SD DETAILS PROPER INSTALLATION MAX. 8" ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"� FURRING 3/16"0� X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) ` ' 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING 11 O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL `57D. 90' HOOK (TYP.) STD. 90" ` �I @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1 /2" TAPCON @ 16" T"1X4 P.T. O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALLEACH TE: t[B END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR 1 X 4 DOOR JAMB (REFER ( P SHEATHING TO TTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1X4IST 10d @ 12 O.C.FURRING J 42X8 P.T. WITH 3/16"0 X 3" ' �" NOTC @FIRST COURSEMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ' ` INTO BAND JOIST & (4)1/4')Q 3/4" TITEN 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSES INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" . d SOLID w�cRouT fr 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1l4 " x 31/4 TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS d 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) d 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. � �'' •• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN �` .•:; ;� :d �, CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR- ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 3/4" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10dNAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOT V O TRUSS FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. CF N 1 -011 5 -011 SCALE: N.T.S. SS 12 + + GTN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ` „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ° • ' e.. �/4 MAX 2'-0„ 8„ TRUSS + SOFFIT + ° #5 BAR � • ': e.. ' '.► p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + + p �" • ►. e . ° CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 w/ (10) 2X4 SYP . • e '> IN TOP � • 1 X 4 FURRING 8d NA 8d NAILS EACH TRUSS _ e .a .' • KNOCKOUT / N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ (3) CONNECTOR -, MONO FOOTING' Vol e A. x `7 SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • ; - .:; ° CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - '-0" MAXSEE LAN PRECAST LINTEL T • ° STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG FILLED CELL - - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � � � � � •_ , , , , INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" , _ '• , • r '• , , � ,• , , f ' , r ,• ANCHOR INTO ARCH BLKG.•, THRU OSB INTO 2 x 8O.C. Sk PER INSTALLATION DETAILS ARCH DETAIL rK_�� B-gMONO SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER WW.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 W.HERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' z #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 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0�� F•F „ EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3 MIN. EDGE DISTANCE `lo UJI NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :';. �-3 c—P, n p' e w a A REINFORCING AS FOLLOWS: — — — T a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT v e — — r * PRESS PANEL REINFORCING INTO PLACE. to v z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ > g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: N FILLED CELL SMOOTH. DO NO FURROW. e ° ` N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE e, e SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g �> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \10 t (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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$ z z a z cV, 0 W cn 4--J w T I o *p w f— �N M U mn W ~ — 0)M C r M O C- C"= O 'CO N U LL � c o ¢rn N r Logv M < d BD• NN C� �II� _ N �/� � h N Y� O N c W Z W NZ L6 z 1—Z LU a Jnl ° W10z 0 -S Z :) OR LLto N-B � oc M. LYaNa" o � O �Nd ❑ ❑ '�V�o ,%!N "Al ULF L .•'� .� •,... ••'`, � „ate To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com is W2 zyzp� W Q C K UC Z OU z n jZ UO�qW 6 f ou��o U m2 Fpm Z L 8 n z ItY C <3 S N Zo O u _% rl C/) J Q 196 VV " Ln Ln ���� :W N T" I Lju 0 Z a k W Z Ln m W J r-I di V..I Z 8 u r¢ � 00 Z �j $ o 0° O Go Z g i R f .� a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. SS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM .., � �� l I ..L_� BEAM @RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL wo" ENTRY FRONT WALL SCALE: NTS SCALE: NTS k SCALE: NTS SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-- , COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. --\ CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS I-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 10OF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE t-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. AT g O't NAL ,� 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w! (8)10d NAILS MAX W OOD TRUSS �C 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"0.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 COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION PARALLEL 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCK NG NFO)E 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 In SECTION AT LOW ROOF rg SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS VA W 4L 3 SCALE: NTS COMMON B M ATTACHMENT g WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS N SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d aio ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS � TOENAILS TO TOP 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 Ir ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR LOW (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS TRUSS ATTACHED STUD) SHEATHING VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d � i f VARIES W/ FOR WALL LOCATION 2x4 BASE LATE W/ 1/2 PLYWOOD " NAILS 16 O.C. ALONG W/ �° o ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR 16d NAILS TO (EACH 1 1/2 NAILS TO BLOCKING OTR SIMPSON MTS12 w/ COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM °D SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER >< y $ NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. x STUD TYP. T&B PER NAILING SCHEDULE & i , • MASONRY WALL BELOW: SIMPSON7'7�� PLYWOOD (3) 12d TOENAILS TO �., HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OROIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. Y .. 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 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY CONNECTION SECTION AT HIP GABLE SECTION @ BUMP OUT 0 8 22 12 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 17-7 SCALE: NTS 31 DETAILS & SECTIONS U V z_CD z� z a EN cn (D � N +-' w Ca p •V — 0 w rb N W MIN_8 M � (M N U" co CC) ¢ 0) Sao Lo �Qo B DOC N CyB .D t •, N_ D N 'V U) QQ O N Q� 00 Z LU Z U. Z U) W V z. t imLU _ Z cc°m O o a-r cc LLM Wallo D C� NN W...... ••'•� SEiFLO g i , 2 S I '��ri11111t�t To the best of the Engineers knowledge, information and belief, the structural plans and spectfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the sWdural engineering portions of the drawing pages beadng Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W za a o: 0 Z� w 0Co W® V' W � N N 0 z U3 W O N Cn o U 2 `� q Ln6 CJ) J '0 o Ln Z FQWo $ E Z �¢ m N 06 Z U t- w �Uj ° .-� g o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN __111 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE rSELr BARRIER SEAL TOPS OF JOI: UNDER DECKING -ADHERED FLASHING (SEE DETAIL WPO� HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 NAILING FLANGE 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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) O 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 W VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 8 2 on SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 140 OMM IIT 1 icm) ZED FLASHING 4PER TH 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0AN SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stuc oo 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 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary DOUBLE U ° < a JOIST c SINGLE WOOD BEAM ° Foundation Wall ° JOIST BELOW 1 SELF -ADHERED FLASHING a SELF -ADHERED FLASHING 1 a d a 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING O 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • DECK JOIST , OUTSIDE CORNER • FOUNDATION WEEP SCREED ' v N 0 h N �\ N Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing AN Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED P, mal NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C9LO LO Z (D Z Q a CDZ t/) 0 W (D(Z a "U - 0 Lu (.h c CCS U W 0 o -m �7 M Uu-w Q g FLv CCi ¢ d E D. =J1 _N N U) Z Pt F. Z W Q aLL uj g R w Q LU V a s" a Z LIL P, O v V O WWW.FDSENG.COM U ❑ C14 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained wfihin 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 � Tampa, FL 33607 www. Len narTa mpa. com 'R �a a d Cb�zOO J �Z L Q LLI � z 2 C)Y Wa Ili 0 2: .� �..- O U `J CL Cc f?zo r,., Ln F- a NM Ln r.., Q � I W Zz a Cald' Z J ,..t r-1 tLJ Z8 U � F- N Z Z y�j o rn rn O 7-4 a _E cn o SCALE : AS NOTED DATE: 10/29/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. W P N cn U OL Q O .� U N ca • � O O v W March 20, 2018 O L ICU0 L� CU Re: Wood Construction Connector Compliance for 2015 International Codes 3 2017 Florida Codasproducts. E 0 (� .0-0 Q O C To Whom It May Concern: ' ^ Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .Q .� U) Q joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the bweat of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices In October 2010 to incorporate a mlettlodology 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 updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 13/30Q018 when d will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dwIBDW Engineer, Southeast U.S. Branch Page I of I Sinpron Strong -Tie Company Inc. 2221 Country lens Md(imsy, TX 75009 Phom: 972.542.0320 Fm OT2.542.4139 amw.Nronds.eom Z O L O �/ O L V, CU W O L W� ZJ Z Q J a SHEET NO. PA 1.0 s � -v� �1X ��4i .. kf �t Y L-� �-�.F _�_?�J r..r �-`-a` A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-28118 HD210.2 FL17232.3 ESR-3445 HU270.2 fL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FLt0858.5 ESR-2549 HD218.3 FL17232.9 ESR-3445 HU218.3 FL10856.1 ESR-2549 HD28 FL172322 ESR-344S HU28 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR•3445 HU412 FL10858.8 ESR-2549 HDBtO FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2548 HD0410 FL17241.7 ESR-3444 HUC0410 FLt 14t38.11 SIM2001iO4 HGA70 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL77699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200B02 HTA20.18 FL171580.4 Evaluation Repoli HETA20 FL11473.5 �M2ppg0Y HTT18 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 fL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTVtrJO FL17244.8 ESR-3456 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200tX12 HUG72 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evalua PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 Aa required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit We recommend you tooted your local product supplier should you not know the product approval number for any of the applicable listed Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 7. EXTERIOR DOORS A. SWINGING ThemnaTru tinter -Classic and SmootlrSter (NON -IMPACT) FL26481.1 +87.0/�7.0 psf ThemnaTru Pinter -Classic and Smooth -Star (NON -IMPACT) FLLOgg1,g +g7.0/-87.0 psi ThermeTru Pinter -Classic end Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-67.0 psf ThemnaTru Frber-Classic and Smooth -Star (NON -IMPACT) pLLOggl,lq +87.0/-87.0 psf ThertnaTru Ctsaio-Creft and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0l-87.0 psf ThertnaTru FiberClassic, Smoothstar, ClassicCreR, Rustic FL7gg0.1 +87.0/-87.0 psi B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 *40.0/-40.0 psf PGT Sexes 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WlndCode Doors WS (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residents[ WirMCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential VNndCode Doors W3 (8X7) FL15278.85 +38.0/-42.0 psf Clopay Building Products Residential WintlCode Doors W8 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curtiss Division d AADG, Inc 807,707,727,747,arxl 847 Single 8 Pairs of Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.D psf PGT Series 5500 fL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 1BB FL15351.1 +40.O1.50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.8 � D. MULLION MI VNrMowa and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplenk Lap Siding and HardrePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15Z72.1 - FL15272.2 +70.0/-70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL78918.1 - FL18918.4 N/A Florida Metal Product, Inc Vent RV10 FL21580.3 N/A Lomanoo, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borer The Ville 900 FL7849.27 - FL7849.28 N/A Boral The Saxony 900 FL7849.18 - FL7t149.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032" Aluminum GutfLok 18" wide roof panel FL11851.2 R3 N/A S. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 N/A A0 American Shutters &Glass Galvanized Sleet Storm Panels FL17888.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strang -Tie see chart B. TRUSS PLATES ITW Building Component Alpine Truss Plates FL1899.1 - FL1899.4 N/A M7ek Industries, Inc. Truss Platen FL2197.t - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The product listed belay did not demonstrate product approval at plan review. I understand that at the time ct inspection d these products, the following information must be available ro the inspector on tl1e jobsite; 1) copy of the product approval, 2) ti16 performance characteristics which the product was tested and certified to comply with, 3) copy Of the applicable manufacturers installation requirement. Further, I understand these products may have to be removed If approval cannot be demonstrated during Inspection. 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Un Q Z W J V U) O-4-sea Florida Departrin" of Business & Mv%s iormt Regulation Page 1 al Florida Department of Business & Professional Regulation Pop 1 02 Florida Department of Business & Professional Regulation P.g.2 uf2 BWWM Coda and Standards +Name Building Codes arid Standards 3na2o+e Building Codes and Standards 3n8n018 Product ApprovY Appreatloa DehN Product Approval Application Debit Product Approval Application Detail a) r�/� V B� Quality wsaranee A000ved nor Ur Approved far Use ImpactCast- 22111 Fraduet Modal NUMera Mama $g In HM outdcb HVHZ Bmgaam Pressure iis� Miff MR 20[: Data P.ndro Jet sob aM:�m QA min aMLB10N 20 18 26 Ga. GUXPSR Min 26 oGo,ver 15/32 R Rod Penal over tx4 woad Purlins over l5/J2&gever1yaood 04/122024 Yes Yes N/A N/A/ tag I� mmitm■L gpnmt 1� !� riEtrt 1Bmmam Min Emlml ammm Oda tam VKW,n meadmig ML Hnak,s.r aucrea VdleafedM y]tlallr submitted FBC Approval Approved elm& 19 28 Gs. GuNPBR 15/J28qua; Plywood OU12202/ Yes IY1IWar1 2017 i9k/arhaalraR Rea BMdfb ICC Evdkatlr Service, LLC JMnrA RaYsrrark P.E. OSI22ll017 Oa102017 OlA32m7 Approved Revision2077 Gulf Coast Supply &Mufadurkg, LLC, Fnp David Dental S. Kuhn Locke Bowden P.E. tOH Tl10t7 tOM 02017 10/172017 17/122017 Approved Mn 28 Ga.GuXPBR ova Yes N/A +N/A/PSF +N/A/ -154.7PSF O caYaMr aeushm Careaanb R9a) S"Is MM OW1344 Category: Roofing (352) 49&0776 PE-75519 (334) 300-1900 20 26 Ga. GLHPBR Mn 26 Ga. GuIlPSR over Ira Wood Pumns oror 04/122024 No Yee N/A -NIA/ L pkCabasry: ba Erpsred Llama CapaMao MINN* BAk■Ibe PAPadkoru a R bwtBo wkow yar ow c m Subcategory: Mehl Roams Compliance Mahod: Evaluation Report tram a . InfoaWHoosslwppywm 21 26 Ga. GuMBb 12&quaL Plywood 5/J Mn 26 Ga. GdIRb over Us Wood Pudins wer 04/122024 No Yes N/A .151.7PSF +N/A/ Cass- Plpdnra E1ldleedn E+M4r Flands Registered ear a e Licensed Florida Professional Engineer 22 28 Ga. GUNRiD Wn 26 Ga. Plywood Mn 28 Ga Gu11Rb over i51326Wd; Plywood 04/122024 No Yee N/A - NIA/ SF -NIA/ o- gAm �ft a � am R -. - ... .'.: 23 28 Ge. GutfRb Mn 26 Go.GuttRb over 15/32&W o: Plywood 041120024 Yes Yes N/A N 00..2PSF 15A/ CU ilEt lmiallarrAYn fmolmetlmlmlEada oJlmt alkiftmo amp 1'aaanE a.laa Asauranca Approved fa Ur Ateoved for Use grist 24 28 Ga. Gu 1R D Mn 26 Ge. GWIRb vex 1 z1 Wood Punins use Ou12202/ Yes Yes N/A +NIA S YMyedMaMr Rr Mad OIIM+naO Shwid lead faun Beard 03a12019 NO Yr NM WA igat Product Model. MumDa or Nara $�-Qa�IWgD ri l ado ap30QjL Sb�.Cmi $tLiMd lslltM[! 15132&Wd; Plywood -164.2PSF .�..d 1 2 0.032&quo; Aluminum 5V Crimp 0.032&quo: Aluminum Gulf Ld Mn 0.032&quo; 5 V Cnnp Aluminum Rod Panel over15/32&qua; Plywood Mn 0.032&Wd; Aluminum Gulf Lok 18&qua; Wide Roof 04/122024 04/122024 No No Yes Yes N/A N/A +N/A/ -108.5PSF +N/A/ 25 29 Ga. GutfRb 28 29 Ga. GuHRb kin 29 Go. Gu11Rb over 1x4 Wood Purilns wer 15132&qud; Plywood Mn 29 Ga. GuIIRN, ever 15n2& W d; Plywood 04/12/2024 04/122024 No No Yes Yes NIA N/A +N/A/ .123.5PSF -NIA/ Cn 3 1&quo: 2490. Gulf Snap Panel over 15/32&quo; Plywood 1&qud; Gulf Snap 24 Ga, 17&Wd; wide Roof Panel over 15/32&quo; Plywood 04/122024 Yes Yes N/A -118.OP81' +N/A/-13l.0P6 27 29 Ga. GuHYID Mh 29 Ga. Guldtb ever 1x4 Wood Purlins over 7/16&Wd:0.6.& 04/122024 No Yes N/A -14&0PSF +N/A/ -1010PSF v 4 1 &Woo; 24ge. VersaLoc 1&Wes; VersaLoc 24ge 18.5&qud; Wide Roof Psnal 15/J2&quo; Plywood 04/122024 Yes Yes N/A +N/A/ -138.5PSF 28 20 Ga. G."Rb Min 29 Go. GulfRb over 7/16&quo: O.S.B. 041121=4 No Yes N/A +N/A/ -116.OPSF C)over 5 1&Wes; VerseLec .032&Wd; Aluminum 1&quo; Versaloc min .032&qua; Aluminum over 04/120024 Yee Yes N/A +N/A/ L 6 1.5&quo; 24ga, Gutt6nap goof: Plywood 1.5&qud; Gulf Snap 24ge. 16&a; Wide Roof W 04/122024 Yee Yee N/A it01.6PSF N/A/ Panel Pad eror 15/326Wo; Plywood -118.OPSF aaamn trlrerla B..B.r 7 1.5&quo; 24gs. VerssLoc 1.5&Wd; Va..L. min 24gs. 18&Wd; wide Rod 04/122024 Yee Yee N/A +NIA! P., P, aver 15/32&Wd; Plywood -123.5PSF Code Version: 2017 FL P.11651 ^' 8 9 2&Wd; 24ge. Mageloc 24 Ga, Gulf Lek fed 24 Ga. 2&Wd; Mpaloc I"quot: wide Roof Pend ever 15/32&qud: Plywood Mn 24 Ga. Gulf Lok 1 %quo; Wide over 15/J2&quo; 04H22024 04/122024 No No Yes Yes N/A N/A +N/A/ -106.5PSF +N/AF96.7PSF Application Typw. Catepary: Application Shuts: ALL ALL ALL Product Manufacturer. ALL Subcategory: ALL Compliance Mahood: ALL W Cn pOOO auWly Assurance r3akY Contract Expired: ALL Product Mader, Number a Names: ALL Product go berar CU Florida DepeMneri Of Professional l RegLiaeon Page 1 a 1 10 24 Ge. GuHBeem Mn 24 Gel. Gott Seam lB&Wd; Wide Rod Panel 04/122024 No Yes N/A +N/A/-93.5P8F Product OssM an: ALL usu ALL Coda a d Building Coda arid ` +18fN7e 11 24 Ga. Gulf Seem ever 1x4 Wood Pudlns over 15/J2&Wet; Plywood Mn 24 Ge. Gulf Seam, 1 3N&quo: Snap Lock, 04/12/2024 No Yes N/A +N/A/ Approved for use outside NVNZ: ALL knead Reaetan: ALL 18&Wd: Ware Rod Panel over 15/32&qud; Plywood -108.SPSF Design Pressure: ALL Data From: ALL PrOdMCt Approval AppftodM Detail 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Cr" Rod Panel war IMUt ud; 04/12=4 Yes Yee N/A -N/A! DOW To: ALL 13 28 Go. 5V Crimp Plywood Mn 26 Ga. 5V Crimp over 15/J2&qua: Plywood OUrM 124 No Yes N/A A56.5PSF +N/A/-131.PSF w 591EM1111111 14 28 Ga. 5V Crimp Mn 26 Ga. 5V Gimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ C C gameIMmLa[ go go lmL� aaa 15 26 Ga. Gulf Ld PurOns over 15/J2&qua: Plywood Mn 26 Ga. Gulf Lok 1 Mcluo; Wide Roar Panel over 04/122024 Yes Yes N/A -156.5PSF +N/A/ ],III vie m mEllkom go" AIMEKAIAE rimmtlm y m Rrrmmu ffiAMMMI hod mt ides IW2&quat; Plywood -181.0P8F Revision 1017 CommdM CarMa Pnadnkde,kno. RdalOars TIa7Y ii fUYWI Jae tby 1014217 10f132M7 10/1S7N17 12M22017 Approved 16 26 Ga. Gulf Ld Mn 26 Ga. Gulf Lok 16&Wot; 'Moo Rod Panel over 041122024 No Yes NIA +N/A/-63.5PSF Z CSLtaarI abudracwmwwb 013)00-TW PE-0111122 (30Z)5"11 15/32&qua; Plywood SWEWseary: Pmdraa InYOdbed OR a PAM of IS es 17 26 Ga. GulfPBR Mn 26 Go. Gulf Part Rod Panel over 15/32&Wd; 04/122024 No Yes N/A +N/N Nov Tedeabay Plywood A54.7PSF Z OeapeI who* EakrMlorr Reppd tan a FbrMa RpYMed Arolrba a a -ON Fill"Q RohrirM E+ihnrr J 6t1IIldif m9lnnao a2 amELmranm ANWAMd JM AWADMINJmt sm a acre .mat ldtludgmadmlE fdBmdlilmlEada he mw i DMNML l¢ &ON= lent■ SHEET 1 Ouagr f#e0&at or Camr'tlY Conalb Pm&xb Ill srM NW PredsssaO CMOs* ur" Oaf1S/1021 NO YM WA WA r�A 1.3.