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HomeMy WebLinkAbout35942 Saddle Palm WayINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 MAIN ELECTRICAL PLAN 4.2 UPPER ELECTRICAL PLAN — . — 5.1 MAIN ROOF PLAN 6.1 FOUNDATION PLAN 7.1 MAIN FRAMING PLAN ABBREVIATIONS 7.2 UPPER FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR L1 LINTEL DETAILS or Pwd. Powder Room - , ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air SN STRUCTURALNOTES AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius SN 1 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S3M MONO DETAILS AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ' S4 DETAILS ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing I NED 0 0 S5 DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required im BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room S6M DETAILS BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round ST DETAILS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf SS RETROFIT DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D1 SECTIONS &DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door - BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves D2 SECTIONS & DETAILS C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower — — WP WATERPROOFING E CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.0 PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications PA1.1 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Mason Unit ILO In Lieu Of PA1.2 PRODUCT APPROVAL NUMBERS Masonry SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage g PA1.3 PRODUCT APPROVAL NUMBERS COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length T B 0 or T.O.B.To of Block 9 p DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base ALL WORK SHALL COMPLY WITH PREVAILING DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical CODES FLORIDA BUILDING CODE, DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam NATIONAL ELECTRIC CODE, DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof AND THE CITY OF ZEPHYRHILLS EA or Ea. Each OPT or Opt. Optional W or w Washer ORDINANCES ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header REVIEW �A ( FEB o 6 2018 EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet CITY OF ZEPHYRHILI S FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) PLANS EdIE>� FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS 06-13-17 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATES 02-21-18 3.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL 09-11-18 3.1 REVISED DOOR AT A/C CLOSET FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to / construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 3341 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. J�J 0 r� z M _ O z� z 4 W 13 t� z a, 4—J W M a �V — OLU o ca U �� m N W _ E aim N M 0) Cl) CT U M _ /1 O 0 0 LL Lv 0 Q or 00 0 O a� rn Q o A 1 B D. 10 N b N ) 1.-Z W gM Z z LV UM,' wa�a.F,pSE O`M `�����s'osrAat�gttEAt� 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. L E MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Jz ce z ¢ ¢E �F w¢c�K 0 �ZZ Z T OW ¢ O J J O O "o a zz >z fz -a O z `� L zF O U) J� M M o �Y� 0 dog N Z<�Z� W Lu Q 0 oW;� Z Z N °-612 �� j W J Lf% rl w a LtJ � a z = ;LLo F z u gam W<Z O Z Fy z M W QZLU J U = J a z SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3 . SHEET NO. 1.1 50, 2'-10" 12'-0" 8'-7" 20'-3" 6--4" TYP. CORN S SIM 3 SIM 3 25-2 /1MSTAM36 S23-SH W/ (iD MSTAM36 S D2 D2 25-SH D2 D2 25-SH EGRESS (� BASE EGRESS BBASE EGRESS _ 7.T11 -----� {3)2X4#2 SPF STUDS I I ° BEDROOM 4 ASTER _ ; 8'-0" CLG. 1 U) I CARPET o5SUITE 2 68� -1N2 4 #2 PF @ 16" O.C. 8'-0" CLG.�tw L(TY .)U.N.o.CARPETCTI 17'-7z" -0" - z I 3'-1 2 2" 2'-6" 3'-10" S R .... W.I.C. I 8'-0" CLG. I0 �o o N vzo 62068D TIE ______d (2)2668 R&S _ I -FOLD *'IN OT AH C�QLAUNDRY N R S 00 CDO 8'-0" CLG. N o II N ' N TB PLATFORMS 0" A.F.F. 0 I I I I I II I I I I g 10 cpo z I I I I I II I I I I N I o I (2) 266$ O O I ( N I BI-FOLD °p DN 16R I I I I 1 II 114868 - mcr 00 oo H1 ~ I I I I I I I I I 1 I HU �' m c7 6 5 4 3 2 111 0 5 4 3 -- - - ----- --- T N --------------------- _ I C D2 42" HALF I y M WALL N F- M b d B TH3 �q I IN C T TIL.E 25-SH EGRESS BONUS R OM _ 2068 `V o O 8'-0" CLG. BI-FOLD N N . CARPET' M iv M�1� R&S -- - - - - - - - - - - - - I I 2)266$ �I-PASS 3'_42° M O `-° 17'-4" 12-112 4'-6" 8'-6" I BEDROOM 5 T' E TP B DROOM 3 1 8'-0" CLG. 1 8'-0" CLG. CARPET I TB 1- CARPET FIBERGLASS o� N O I O iv SURROUND I I 25-SH 25-SH 1 W.I.C. 1 D2 2 6 O SIM 3 6 O �68 8'-0" CLG. I O I O D2 H1 D2 D2 hit O d 1 25-SH i� W/ (1) MSTAM36 6 25-SH H1 - G.T. - I 25-SH EGRESS @ BASE D2 EGRESS _D2 H1 D2 H1 SI FC03 3 6 H1 1/2 34-SH 3 7.1 D2 D2 O B D2 O W/( MSTAM36 @ BASE I I L- - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - T-10" 11'-0" T-10" 5'-$" 5'-0" 4'-2" 4'-2" 2'4" 6-6" T-6" 18'-8" 10'-8" 8-4- 12'-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 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 l An('. EXTERIOR 2ND FLOOR EA ING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE SECOND FLOOR PLAN-B SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. 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" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 14.Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" I 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE ENTRY TOTALAREA INSULATION REQ. 1358 1996 3354 644 137 4135 I LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED CON ry(� n (D V z M 0 - o z� z Q J tj V ) z t,/) 0 (DM w w � o0 m N w E - 0r) to cM N U M _ O o No -"m U L 0 Q� o ,CL a)Qo B D® T N �O v ) O M � W N pp Z LIJ 800Z � z UJ �EVjw., cc o i7 '� C N �� • GQ LU . `„ a PP_°WW.FDS .COMA BAR • �a i� �� NJ O F �!rfl•b{fftt[[ ttN 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 Oz 0 �o w W uj Ix oo Z = o w z Y 2:J Q LouO co ° IL O W �1 L.L. cc Zo . u f O 0 z g z -a \./ L.1_ T� li) z M N J W L U �n Lu 00o 0 f O U OWOa O - y� �F A Z�Z uj Q00 z z N Lu O O RaR� W Lr% UJI uj <wt 0 Y V 8~0 'g+ CO Q z z z Ln 0 S Cal CD V Z4 J = a g rn ,--1 a to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO- 3ol SHEET NO. 1.2 KITCHEN ISLAND MIRROR MIRROR / / o 0 60 � o MASTER BATH DW o M I M 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 60 BATH 4 0 c0 a KITCHEN 7_3 HOOD Li ul 50 00 _U � APT ��I'� �E� REF MIRROR d 0 co 0 BATH 3 TOTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: FIN. FLR. The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the o handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. KITCHEN BATH 2 M M INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"=1 r-0" LI I O I J J 1 0 I� UI �' Z Ch — O z N Q ni U) zCZ w •V — p w Of T E C) o� m N _ E — 011 C co M [2 -0 co i d O o 0 U U tLL 00 A n Q Qc rn ¢ o B D® NvC� N �D O M O N NIm LL nMt"" a(D Q� f W✓�VLV.FDSEN M • V r�r'tlt 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z zaa f wa�� Uo Z Lu UJZ Ua UJ Lu a � / < O W LL N w ZO } C) V 2: Z Z C) 43 W g o z� a J ur) M M 90,O GYP 0 JuJ fob 8 a UaC� LW Wa Q 00 aaUJ22 Z Z N �o�o �aO�i W In W Q W � Z Z �LU-� �Zo QQ a $�z � O Z t boo 00 + ' Z � LU J� Q rn ,--I a -r cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO, 2 ;o.11 .i6iil.ililr.: liFl.iiatll. W t�Wtat, rtl! �ilc_tllll I. �'6:.1i1 - :� � ,Lli 1��16 �!� jr ir�ii Ali uriu TYP. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 1" __1_ - — — — — — — — — — — x 10" SMOOTH TEXTURED 4' OFFRIDGE VENT 1" x 6" SMOOTH TEXTURED HEAD/BAND I I _- TYP ism _ HEEL HEIGHT T.O.P. HDR. HGT TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) _ 2nd FIN. FLR. — ------T.O.M. — I HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ----------F.FL. I 0 ti -100 0 M� 00 60 HEEL HEIGHT — — — — — — — — — — — — - -_-- — — TOP -------- -------------------------------------- HDR. HGT. TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) CJ 12 3_-52nd FIN. FLR. ------- CJ/WEEP T.O.M. T — CEMENTITIOUS FINISH ON C.M.I (TYP.) --------------------------------------------------------------------------------------L----I---------t___A-------F_FL. FRONT ELEVATION - B 0 f` 00 C' - Eo LEFT ELEVATION - B SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES' ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 o 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. . "Formula: (Sq- Ft Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) 0 C9 Z M 0 — o Z N¢ � Q Q rs U) z V) C C Q)m­ W M V — O W D0-1 I— U U) co o N � m N W �� a)c7 M N 400 M _ aaii O o 0 �J O ) 05 L ILLCO m OCO 4 rn 0 CD 0. M Q o B D® V X1 N N rn (fl b •w o 8 8 000 O O N ��]] W (h (V oOD Z W Z W (D RIO Cr 1. O' �v WI :Z WWI.FDSE om •• • O gS�-- 0 fE�'fdttd�ttl�.�l� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �Q za ) fF LU < of v z zo0 U O< Z.Z a aw0� N '< 1 , •• , w —II W Z }U f W Z Z Z 'a 141 / N T__q z z �W 0 in M Q �� w 000 aY� z .86 0m , 0 Q (� z Z¢ U �ce 0 0 z00 z N WL o �2oaorz W J L r) ,-ILJJ Q LJ.j � z <D g z o V) II z � U g�< Z l�D o Z t, o� ca i Z UJ J z rn rn � 7-1 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. SHEET NO. 3.1 1 i Ii 111­11 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS CJ _HEEL _HEIGHT ------ T.O.P. TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) ---------------------------------------------------------2ndFIN. FLR. CJ / WEEP T.O.M. HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) bo C? 6D — _ F.FL. -ICO 00 W 8o REAR ELEVATION - B RIGHT ELEVATION - B General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 o 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 1= (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) �Flll � u U o C9 f _zM 0 Z � z� ¢C V) CD � w •V — O w ,^ m f— U N o m N 1..1.1 r— m M M N 'O M soE8 _ ai O 0 N Of 8 rw00 75 ou ono aCrn �Qv rn Q d B D. N N CO'] W UO Z_ Lu z° W ••• LL Uar, • �pSEN i�• '� L,.% 2 R+101 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 Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0Z 3Ln LU za 7d-f vJ o a z w ¢ ce 00 O z w Z (r U0wZ Q ,�..�� W r/ Re�\ �m�o W LU Q _J ZZ a W >g fz 0 �— o s 143 ,—•1 p M Z z Jw o M Q � . OOo 0 "� aUA J w 0 Oda 1 �F Wa �¢ Ce F 0 £ Z Z N 0 0 f �8,�� J 7-4di W � a ¢ w w ::) a gQz �o cv z z � Z S m C:)z Ck � 2 J0 of ,-+ a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. 3.2 2„ 1" (V 2" ci 0 � 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 IN ^ iv CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" VARIES VARIES = Cl) T� a TIN CAP iv Cb 1" 1" 1 _p V_4" 0 iv 2z 2 VARIES VARIES rIN 1'-4" 1„ 1 1/2" RADIUS T 31" 4„ c+mly (o - �I T MIV' cnN W rTN 3" 3„ 3„ 4 2 VARIES 12' 2 2 r 32 11" 32 1" 1" 1i_8n 14 2 1/2" RADIUS BASE iO �- • - CO N BASE 4 rN 12„ *NOTE: VARIES 8" 2" 3„ io FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2 2 EDGE OF OPENING 2" d,N 1'-6" 1" 1'-4" 1.1 — iD r 2q' • 1-1/2" THICK 1-1/2" THICK 0 4„ 1 p„ M 24' � 106„ 6 N "la HIV b� 781 IN M 3, a 1„ 2 N 2„ 4„ 3„ 6„ 2„ 2„ N u) Uj 0� U) Cr r 2a 1-1/2" THICK 32" rLN C� ="" T 2'-4" 5z' 1'-5" z„ 00 IN �`r 3„ N 2 - a" 1" 12" VARIES VARIES z' N W 22" VARIES VARIES 4„ 8„ r I 00 GO CD 2 32 3,. �ti Q4' KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 r` OPTIONAL 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - - a �211 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH . FOAM/ EPS MATERIAL IS ACCEPTED 14 1 -64' 14 12" 54" 2-1" 1'"12" 5-4"' 1'-4" CO 00 1 " 3'-" 4" 3'-0" 4" 101, 1, „ 101, 0 _ 7 � N iv CV Q (V OP M M r • 1" '47p,• r 12, (V� O GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH L' L0 y 9 0 L Z o z° z� Q a. U) z cn (D w C) •0 w H U o� CO CV _ ~ pp t6 a M _ U O 0 Ci _0 U_ 00 <o Q rn Sao 0— rn Q o B D. N �D �/� O M � 'n 000 fez Z W cv m z M W-EP LLo o -0N8 Q O 44 '0'48 ¢ W a �¢ a) Q O v U O 1:1 El WWW.FDSENG.COM M 0 CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z Lu �F �air� zoo zuja� J �nwZ Q a Lu Co A (jLu W LL N -o oLn zz� } U O g N3 O > d- z J W U M M w ��z o I__ ¢�0 J x X,o witma U O 5d�� k N z¢zLu C8 �Wo p z Z s.F N O0, LL 'W 5' J LLI =--B rI LU S ¢2 l� Q o z Z �Qz az Z m O g LLJ = _ Z <� rn ,-I a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. F1 7: Illy I I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEMA1 200 AMP copper to lights & outlets copper to 20 amp das 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground i NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS D TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1 Da PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) 1-Q TELEPHONE (OPTIONAL) 1-� USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER awl PANEL i DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 0 E PAD DISC. WP GFI Ir�lr-� (Ili WP GFI BEDROOM 2 12I FAMILY RM I I ROUGH -IN FOR 1 l/ \ I C` OPT. CLG. FAN/ \ ♦ ROUGH -IN FOR LIGHT PRE -WIRE GFI LIGHT PRE -WIRE 1 I I \ 1 db I ` \ W.I.C._ `♦ `\ �----- J AH I db Z- —=7 I Wll CV I I \ I W.H. GFI @ 44" i I I I 1 B I �I �� U.C. S A.F.F.`I --I�vl I 1 �l �♦ FOR DISI 0 '' I I 1111019 18 I I I 1 I I I W .- 1 VERIFY METER V Q / GARAGE '► ��� 9 LOCATION WITH 0 v LIGHT AS �--"—'— ---��` / BUILDER >- I PER SPECSLL �`\ '°� w w 3 CAR > W 1 GARAGE GARAGE `�,LIGHT AS PER SPECS I I _ ��---—�---� GFI FOR ��� I P— `�� GAR. DOOR Z PREWIRE O ♦\ 1 Qa --------------------------------, \ GFI FOR \ GFI @ 44" GAR. DOOR A.F.F. FOYER PREWIRE I Ir------------------ I I I I I I I I I H.B. I I I I I I I I 1 7l I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — " I 1 6 — — — — — — — — — — — — — — — — — — — — — — — — — — — --- I I I WP n I I j GFI M. 5' CAFE 110, will ■■■�■■,t��■ice--■ II FLEX II I I I ROUGH -IN FOR 12 OPT. CLG. FAN/ 1 I LIGHT PRE -WIRE I i� ice, ice' 17■■■■■(7 _ LJ 1 ENTRY —ENTRY LIGHT AS PER SPECS MAIN FLOOR ELECTRICAL PLAN- S%4'=1' of u i C C') 0 — o Z CO Z Q C/i C9 w ® �V — O w m o �� U in ce) at- FriN IlJ 1 O U M M m cM7 _ ,-oO O o 0 a"00 o o- o rn Q v Mao A 1 B D® N C 6 D C N N ..ww M V Uj CD m rn O N Z" Z WP M�Z �' z Ate/ 1_ = a Y. inLLo � W w W A! a w �W v vQi a &) c V .= 0 0.�1 � E rn ar LL Z "�N Z Q W Nam ca O cD U O WWW.FDSENG.COM rn 0 CV 0 To the best of the Engineers knowledge, infonnabon 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 0Z 0 Uo Z¢ Z w ¢ � K QZ CL U Z �0w? J � K f J O0 u N / 10co W Zo L1-- } u oZ l♦1 W 5 _0 �/ 3 � T"� W j N Cf' Z o M M O O �u o00 o J Lj_ <o� U O d Q o0 �Q¢ z-,a¢ Lu Q a oQ Z Z (V L-'e� LuO2: Wao UJI L�Z 1 11J V L 7 o J rl LU F � Q Z Z .Qo a O Ln oo m O� 5 i auj SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 20000 AMP #12 copper to 20 amp ckts A #10-2 copper to WH #10.3 copperto Dryer METER II MAIN lL 2/0 or 4/0 SER Alu 200 amp 150 amp isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER PE5w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE F_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 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) TA2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I I I i- - - - - - - - - - - - - - - - - -- UPPER FLOOR ELECTRICAL PLAt - � t - 11L i. 1 I:,I. I iii 'i., :], IfJC II,ul ilk tl'Gk.lilt I1.1 1 „ I . i _ �i TI SCALE: rN U V CD u2 M 0 — o Z N Z Q d c-f3 w �a �V - 0 w m l— �� �_ U 0 m N r- U N a CO M 0i O o N <i =L� CU <Crn in n lj �n� rn Q o 19 W. N C B D C 10 N O O C5 ONO N N 2 Z W M��z �' z W '6N P. w W tV � E t a LLZ N :2 E' Q W WWW.FDSENG.COM rn 0 r: V 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0Z 3� �a LLJ Uroo ooZz :Z� O N / \ J m l— zZ } U 0 U_ F Z fo 3: C W Z G o M Juj a M LIJ ° o o o J 10r �OU6 �o w LL'52-2 ZD ¢awe Z 00. 2 u- 0 o u- Z N Lli C)'°�Z " L U J rl LJJ Q Lyj 2:~ Z to ct o u $¢� l0 o z C Z8 ao m i Z UI Ln Z O v� g = ¢UJ *-I a V) o SCALE : AS NOTED DATE : 10/2/2018 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilationsoffit vented be provided Ventilation Ventilation (See Elev ) required needed required by upper needed ventilators Main 23.0 1.0 Floor 2002 1922 275 961 69 480 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN-B_ SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance With R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) 115 ' i ®� �u COHN v �� Z ch 0 Z z a V) CD w C_6 �U — O w toLn =3 To o n� ~ U o0 m N w � of S 0) co cn M N-0M Z O _O N V N a)o 00 m Q rn v Qv M Q o B �® v v� N �D tV W 0 O O Z W M N� �z z U) a .�ti6 LU�`ul = 0..�.••44 0/ a`�2 WM'4'. WWW FDSENG.COM °e _X �r 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ottz 3� za F w¢�[r Uz00 Ooa': Z U Q Q a w Z a co O w A U w Ln O z0 ^^ i..l.. z 0 g Z -0 N z Z o J Ln M � LL o�z 0 O J O ¢ U fo ;OCra N Oao' a 00 ¢¢� z Z V_ N w h o ita2Z W J L1) -II LCC G Q LLJ Q Z ¢ w w 7 � z 0 Ln ¢ UJ H F 11LU Qz � W O ZJTJ Z apo m Q11 :5 LU Z SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION No. 3ol SHEET NO. 5.1 CD to ri E3 (1)(10 C) co U Z L U LU Rd. co Ui 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 Q. uj Lu CL 00 uj CS z LU SCALE AS NOTED DATE 10/2/2018 TECH: M3AMES VERSION No. SHEET NO. 6.1 — —.-� `,`____--�-- ,------_ ---- .~ UPLIFT CONNECTION CROSS-REFERENCE 1012118 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -1 Od x 1 1/2" C H2.5A 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 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 1 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 5/8" ANCH. / 20 10dxl-112 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 1 Od P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 112" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) (A) (+ INI OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**) (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 e12 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS LY CARRIER-} T$ INTERSECTIONS. SPLICING NT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. 2x12 @ 24'b.c. CUT TO SLOPE :R. FEILD DGER W/ H3 TOP & BOTTOM TO LEDGER 12"O.C. I l r 1 Ur MIVU aU I I OM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = T-0" MAIN FRAMING PLAN-13 SCALE: Y4'=1'-0" L lJ U lrl � lJ 0 Z M - o zCD z �C In C9 w 4-1 •V — O w m r•- �� o Cl) � m N Ll l Ep CD M M S (D o N pRig ( N7 0 C LL 00 Q rn Q o rn$v rn Q o A 1 B D®�—a NN C� ,11 N N Z W a z U) '. 0 U-��l'FpE . R� E w 'r V \ FDSENG. •• E LQ f � OF S O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE Fq NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ O �o Z< a� u?oo o 0 CL Ij �EozZ apro ei U W LL N J Z ZO r fZ O L� r CL 5 43: � — o O Q a cn r M / M r• 1 � ooz �o J W�mgaq Q U a LW ZWQ� z00 ¢¢ate 80�0 z N Ce CY 2 LU Ln Ijj Z)0 J t—I LI X v) - i� u gla- lO l0 Q Q z ta- IWz O Z o, o 0 m Tt V , Z{j Lij Z - Z ¢ LU ,—I ..i a Ul s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO• 3ol SHEET NO. 7.1 TYP. (2) (2) U.N.O. J (2) X X G S6 X n ,'� CJ1 CJ1 CJ3 CJ3 CJ5 CJ5 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS J S6 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. CJ5 BEARING U.N.O. CJ3 CJ1 CJ 1 tiV, HSPHGA10 @ 36" O.C. UPPER FRAMING PLAN-B. SCALE: %4"=1'-0" � w CJ1 �1 1 1 rn cn w N ; D C') W ... W . ..�.. W... W... W... co m I I I I I I I I II I I I 14 13 •, I I I I I I I II I I I I I I •,•�,•, :: ::: •: ;; • f : ::: :: :::::::::::: :: I (2) M3G I M1G (2) r X EJ3 X w �+ X J CJ1 S6 E1G In 1 n \(2)0 �EGE UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A WETA20 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 1 112" C W2.5A 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 2235 10 - 10d x 1 1!2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. l 18 10dx1-112 HTT4 2715 5/8" ANCH.120 10dx1-112 J HT75 4350 3740 5/8"ANCH.12610dx1.112" HT75 3225 518"ANCH.I(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8"ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M WD7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1l2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1l2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTJMUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3"WEDGE TITENS BOLTS „X. If kk i 00 HTS 20 1450 1245 24-10d X 1 1i2" HTW20 1530 1285 24-10d X 1 1/2" 5P1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 55 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 REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L ! 360 FLOOR = L / 480 WJ 3l8" 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 ;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 NIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). 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 #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 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 po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z���a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A WETA20 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 1 112" C W2.5A 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 2235 10 - 10d x 1 1!2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. l 18 10dx1-112 HTT4 2715 5/8" ANCH.120 10dx1-112 J HT75 4350 3740 5/8"ANCH.12610dx1.112" HT75 3225 518"ANCH.I(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8"ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M WD7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1l2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1l2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTJMUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3"WEDGE TITENS BOLTS „X. If kk i 00 HTS 20 1450 1245 24-10d X 1 1i2" HTW20 1530 1285 24-10d X 1 1/2" 5P1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 55 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 REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L ! 360 FLOOR = L / 480 WJ 3l8" 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 ;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 NIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). 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 #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 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 po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z���a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2 C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 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 po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z���a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . O Safe vertical load + Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF400B/1T 8F32113/1T FORM do GROUT SOUD ' J U O #5 BAR CONT. 8F12-1 B/1T O 'Y LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T U Q tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS ci�flintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR AT ALTERNATE POWERS OP MIN. (1) REQ'D CLEAR 0 STEEL LINTEL G ° .M.U. #5 REBAR AT TOP ° MIN. (1) REO'D 4 1.1/2" CLEAR ° ::�, ° d D ° GROUT J Q a 5 REBAR AT = to w 4 ° BOTTOM OF (L 0 ? W W 0 a LINTEL CAVITY uJ O n\ —BOTTOM D Cr U F- X d 00 Z REINFORCING Q 7-5/8"ACTUAL PROVIDED IN Z LLW LO D /n� D NOMINAL WIDTH LINTEL ¢ _' Q 3 cNo i QQ �, Qo #5 REBAR AT B( AS INDICATED (VARIES) u~) Lo ¢ a e a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O O 6'-4" LL 6'-8" LL 6'4" LL O 6'-2" LL LINTEL PLAN-13 SCALE: Y4'=1'-0" l 0 y CD � zM 0 Z z Q d d z cn CD � W �o �U — LU I— o �N Ca � o0 m N _ oo '- U C: Co a M _ O o N LL 00 f �76 co a� Q rn Lo 0 CL rn Q o I D® N `O O O' O O U 4 COS Z LU MNre aL LU US; Z`�- 3i i R FE "felt 1(11 � t 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, L A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ CO G Z Q Q f E F LU ¢ W r - H 0 0 ZLuQ M w � 0 Lu Y 0 m O��o W W N ULn LU ■/�� y� Z Z Z O :5 D (V O Cf' ¢ a f U (1) M M n w LLJ 9 <Y6 o J Z V O a MW0 N 1 ` Z < Z Lu Q ¢ Q Ce O � 0 z Z N W5Z CY O L1J J U') riLlin � z LL j Q Z 01 0<FZ o U g�0 i a Z �O N t7u oS ../� tL O O z LU 2LU J Z X,--I rn a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. 8 i 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 TREATE D WOOD ALTERNATIVES HAVE BEEN CREATED T ANY OF THE 0 REPLACE CCA-C M NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM.) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± 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 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL R00 AND F FLOOR TRUSS SHOP DRAWINGS WINGS ARE TO BE SIGNED AND SEALED BY A S A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AD 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" BLOCK: 55 PSF C.M.U. 2. 1.4. 1 ST 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2,3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM 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-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II CEMENT MID -DEPTH OF SLAB. F BERIN. MESH P RRDESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE o c A SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 0 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE 4.4. 7. E WITH THE C C SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1/q„ DRYWALL SCREWS AT 12,r O.C. FOR CEILINGS AND 1/g„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy= 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy= 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS MaN ZEDAcISTRENGTH GALvSTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / RIES SHALL CONFORM TO: Fy = ITHG90 4.5.2. SHEET METALREAL NAIL DISTANCEFROM EDGE SHALL BE �". THIS SHALL APPLY TO BOTH CEILING AND WALL COATING -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIALL R TOFAST INSTALLATION.ERSANDTIOR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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. IrrigatioNsprinklersgstems including all risers and spray heads shall not 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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfiil is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment is required. 9, FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior so!] treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. An soil disturbed after the vertical barrier is applied, shall be retreated, yated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. r� r-� cJ � o - o N E3 cn 0 w C) LLJ 0o2- D_'Lh o (� C) o 0 m LU a'-'- O. tom, N M M i� MM c = Q p N LL 00 (Ds < o MEN= Q a� in fl 01 u7 i? d A Q o B D s a. E O M 0 IA 9; /� W U ZH 2mco z o �a a a d ti v Uin LLN, (NI _. ° Q �QFE se 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 sea]. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz tt0 3� z¢ ¢� fF UJ C [W UH0 o Lu �a?z �0 J aa�m UW coLu w Ln Z Li. L _ f- o �U f Z O t4 Z � \.� D (V J o O ; V U � M M v o�z 0 QYR O Cc k 8 6 i�ma � Z< N Wg�a� Q 00 a¢� OF- C Z Z r4 Cda J 11J 7 Q LLJ Q Z z o 0a� W<0 N o z =Z� a o0 0 O Z Z a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 3ol SHEET NO. SN II J c9' W m a co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + �p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6' 9„ + + + + + 6' 0„+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + co + + + + + + + + + + + + + + + ++ 4 +++ +++++++++ + (3J 15/32" CDX PLYWOOD OR 7/16" OSB —RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * 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 Series Thickness Filler Block Thickness 314" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking 1/8" gap ° FILL CELL STD. 90° HOOK BOND BEAM r/) W Cr a STD. 90° CONT. #5 BAR > HOOK BAR 7�4_ BOND BEAM STEP SIMPSC w/ (22) NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. 4 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. stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated 2x4/Plywood/OSB web or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh rmn 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 e16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" Q - 0 STUB -OUT FOR 1'-01, 0 9 LO GAS METER 0 o U O14 o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking 1 lca 3" r11(ld1 nails at 6" n c U Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) �= 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 Web Stiffener Fastener Schedule Joist Bearing Location Series De th End Intermediate !, O BCI 5000s R 9-1/2" 1 2-81 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 1 2-8d 2-8d 2-8d 3-8d 14" 1 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190slu 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 1 6-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over I —J blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — co IN S A %" ROUND HOLE MAY 6�� 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 8 1'-0" 1'-1" V-2" V-2" V-3" V-3" 1 1'-7" V-11" 2'-4" 2"-9" X-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" V-2" 1'-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" _ S pan (ft) 16 1'-0" 1'-1 " 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6' 4" 7'-2" _ W __ ^� V--2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" V-2" V3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I II I II I ICI I �_ TFf Nail with 10-10d nails. ITT—T Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR . °• a . • • ° FOUNDATION INFO a_ ' ° STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN � \ Nail with 10-10d nails. A° Backer block required where top 4. .. �4 n mount hanger load exceeds 250 lbs. r—TI'— Install tight to top flange. 11—r=rl ° ° a hI I II ,1 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. Joist hanger II— • v A: _ I_ A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA' LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a ° . 4 °°' ° av G d —, _III —I= I T-TI— a a III-1 I " Q SEE FND. PLN. SIZE & REINF. (D IN M 0 — C) CO z0 E3 I�Ir/ C w (D(U U — 0 w 0-, o �� Cl) (� o Co 04 W E (DM 0) C,) 0i Occo p N U` 00 o Q i0 0- o 0)v lip rn Q d MID. N We N �O v L O f0 00 :2 re Z W MNp�'pZ ��z U) II I�g�� -pit, W W �Q9��� CC dO 7b 34 LL F12SEI�i6.COM • c, 0 E�f`� �••OF• c�5,\ �� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 o: o Z d w¢�X U400 z LU Er tOzZ � J J j N w w oho � Zo } �z Z O 4 z "a 1%� Z O cr JW � U UM M M U ��zi 0 for o OR W v � a p a � J LU W Q Z 00 �j' o 2 o 0 Z IL N Ln W 5.0� �aZ� J LU NFYo S2' Q 4 z zl0 Z aooOz rn g W � zCD arn Luo ,--il a cn j SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. SN 1 I 4 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (fVp') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTHCEILING BOARD PER CODE (OR 5/8' ' GYP. TYPE X @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT —I I �I I I I �I m ° ° ° O."r 11 �I 11=I 1 F FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ' �I I 'j� I IIII-) I -I .Af 11=III- TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHI11 TRUSS (SEE UPLIFT SCHED.) W/ g �I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY MIN PSI MAY VARY PER � AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" �r 5/8"OR 1/2" HIGH STRENGTH -/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH .) (OR 9/8" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0"OL A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. 1 ELEV. -3 1/2' z -0' ' A.F.F. p b ° 11_11 1-1'31/2"(min.)- 4„ ° III=_1 31/2"(min.) - 4" III=III III —I I I— 00 31/2"(min.) - 4" =1 I �I I I III I I —I I r —I 11=1 I-11' l 1=1 I I ' 1= (2) #5 CONT. 4„ ' I I-iTj „I -I i I , 8„ (2) #5 CONT. 4,i I I I -I 14I,1 I 11 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP aC� SHEAR WALL C TYPICAL BEARING WALL @STEP "SHEAR WALL" SCALE:3/4 SCALE:3/4"=V-0" GGNELF 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eGs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�M�o s INSULATION PER FBC AND ENERGY 81, C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR f 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, - D ° ' °' z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi Z r Cl) D _ p °. FINISH GRADE °O 25" MIN. LAP (30"MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] oO I —III —III —III —III —III 6 MIL VAPOR BARRIER —I I1 I I P ° ° ° ' I =�=AL 1 I I=11 = . III III_ O° T R 1 7/8 „ #5 REINFORCING BAR ° _=I i I I I I—III—III=III=III= N Z ° 111—I I IM 11 :11 I=1 I1=1 11= Z I I I o . _ _ r III —I 11=� I #5 LAP SPLICE D° R ° D D 9 I I-1 11 11=1 11=1 11=11 I= = = I = N D °I=� tlllt II I 36" MIN. LAP [36" MIN. LAP] = -) I = •- COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM =III=1 I-1-1 I I=1 I-1=III D1557) III=III-III=I I I=I I I=I I I=1 I Fl 4" 1'4" MUNICIPALITY. CURB DUE TO SLOPE —1 I--1-='I IIII 1111 111 ;III-1 I III- 1= CONCRETE SLABWl6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" " OR - DECO FINISH 4" to 6" ^FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. T(` r ° L ° D I °° ce) till _I-W 6x6W1.4xW1.4 6 MIL VAPOR _ D D I I - - z 0? 31/2" WWF OR FIBERMESH min.) 4 BARRIER C � 4 a ° a • • I_ CV COMP. SOIL. ° - - - - - (COMPACTED TO 95% I I I DTI Tfi MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" V-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 - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-i BLOCK WALL BEYOND 14 O.H,D. RECESS z ,�T` A 4„ - a. 0? '.e: ♦T ♦... T I � r I111--1 SEE A/S3ORJ/S6-r'Lil IIII�tL,,, II FI LI FOR REINF. INFO.L 3" MIN. CLEARANCE V-4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE -(1) #5 �REBAR w/ OPT. 11- 1 PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS NC 80 ., '. �' I�=1 I =. 11==Tf7•=��1 �,� �. `�6:, ' .. Q� I I 1=1 I I I-- I'tI t SEEA/S30RJ/S6JIll�i,l—Il FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 19K0 J CONT. BEAD SEALANT INTERIOR ° -31 /2" a a ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 44 C9 'C 4 BARRIER =III=11 �I 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —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 xW1.4�6x6W`1.4 WWF OR FIBERMESH ) , K S3 #6 LAP SPLICE 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 Q D W LU g �,IIIIII111111 I III ° ° cwn I I=� I 1=1 ff= REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR x' CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7716" O.S.B. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING PER NAILING U) w 0ATTACHED o SCHEDULE ¢ ¢ J 6x6 P.T. #2 SYP �W LU ABU66 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER V-0" FIN. FLR./-hh, COMMUNITY SPECS v EF i SEE FOUNDATION CONC. PAD INFO. ... ... - TAPERED COLUMN FRAMING CD12 SCALE: 314" = 1'-0" 1/2"(min.)- 4" CC S3 (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 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 r —I I 1=1 I f=1 III III —III —III—' r (2) #5 CONT. =I 11=1 I I-1 I I, I 1=1 I I,, 11= ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" �S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N I M 1 Vr\ rl L_ rrvl 11 ill V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. r- mSLAB STEP & RECESS na S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS +_ TO FOUNDATION PAD _9 CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE- - a 0;III—III ° ° ° • —I I —III —III —I Z W o I=1 1=1 1=1 I —III —I W °o LU o "' = II I II II • a• III=III=III z a =_ a _ — __- M — Cr U' I IIILU =1 =1I I=1 1=1 1=1I I =1 1=III— FOOTING =1 =1 I —III —I 1=1 I III=1 1=1 I I_ I' �IITIIIII l lull 11 l ,� -III- I— BEYOND PAD REINFORCEMENT—3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 u r Z M IDU'' - o z z Q a z � Uf QLIJ f>3 r) •V — O w o ��ZD r- U 2 co o Ln LU — 8 N M Q1 M CT -0 M _ ai �' Oo0 x-- l li ll'llillYll U 0 m Y C3 Q CD � 0 �¢ o Al B BID N • ® N N N � Z WV)N wz W t'�i a� o. 00 G 9-;p 5*1- < Te. I I �{` FBSENG.CO • •` IF • � • v F E S �4'a I[ fit 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ 0 �o zg f� u, z 0 U Q < Uj Looww A / \ Q a C, O��o U N 22 0 I V Z (/C``' Qz Z ii Z 5 z "O u 06 4 p z M g� U ul M ¢ Z 9 opz �Y6 o —' � �o i2ma OU 2,W) Q `Lu-,<� a 00 <<LU Z Z fV i0o � ZO, <di W �� BYO .I W Q �0 �0 rq Q Z Z <az m CD �oo O Ck _ ,-•i a. to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION 9 SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT fPOINT w/ (3)12d MIN. EXTENSION FROM J VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR Oil I ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 1 UPLIFT CONNECTOR (SEE SCHEDULE) H. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT/ MOISTURE BARRIER — 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FT ❑ 1ST COARSE MASON TO LAY BLOCK 2ND COARSE AS SHOWN ABOVE. EVERY COARSE MUST BE 3RD COARSE 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 MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT SCALE: N.T.S. D S4 TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° ° d 8ft STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FIN, PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J < r Uj 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d o a e a ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE rOP a iARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 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" 0/C FOR 2"xl0" OR i. GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o N�; U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 _v- 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMtSON SP2 w/ (12) 10d I/ 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24 O.C. MAX) w/ MIN. 4 EMBEDMENT 1-112 IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE S SIMPSON SP4 2X TOP PLATE /- OVERLAPPING / LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U v z a 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 � SPLICE NAILS TOTAL) EA. SIDE OF . ' sr8„ SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO76P 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. �+ F= 2240 LBS �7�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 —I SP2 -1 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS - SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° o • HTT5 w! (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUI I-SDS2.5 w/ (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1l2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & - NUT • FOR HDU8 USE 718" 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 SP1 SIMPSON"J-BOLTS SP4 10d NAILS @ 6" STAGGERED co @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P ATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C ROOF TRUSS ABOVE 2X BLOCKING -(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 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED d / 4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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. (2) 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. 0 l( r v1� lJ _zo zCD z (n z V) 1-1 � w � d •O w U t/) o U o CO M N w �� TM M �M� _ ai U 0 00 = �o Q 00 coao 1. 9 Q o BD® NC TAP N �O N_ 9� Z W ��d d a o U) - 111--�" N oo z w z NJN ¢ �� ioW �`LU�"' I ww SQN W.. s g , F �\ p�Q......s`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 Engineers signature and seal. L E IM R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ozz ,2 z Q of g w<& U400 ZU �0Wz a � j N / \ m o co z a zo a 2:u i ..L z Z "0 11*� 4 z M J LU g U M U) _J � 0R0 IliYP < x<o6 Pm-2 L1.1 oaoJ N 0 Z Z� C w�¢� �o�o Z00 Z d" N oj�o �Oc!Z J UJIU z a LnF U fW8 1�0 1,0 Q z Z �QZ un 0 o z tj R 0 J� o rn g = SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 3ol SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD 2"x4" OUTLOOKER @ 24" O.C. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 1Od x 1 12" AT EA. OUT OUTLOOKER OUT @ 24" O.C. SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL BLOCKING FOR .• •. SHEATHING DETAIL FIRST FOUR ROWS OF 45° ± V24'�'MAX.TOP CORD BLOCKING 45°±2X4 CONT"L" BRACE TRUSSES @ IMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF r2X4ER TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d /C. ' EXTENDAT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. .• LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) — — J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT N H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO FROM L ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdXT' @ 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 OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. w/ @ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10&3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " @ 48" O.C. MOISTURE BARRIER I[ 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)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 wl (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"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 1Old NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1Old x 1 12" AT EA. OUTLOOKER7 /- 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL 1 TOENAILS AND NAILING SCHEDULE ( 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16"OSB 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE (2) 16d SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 6d O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 SIMPSON H10A w/ (18) REFER TO DETAIL J77 BACKNAIL W/ (2)16d NAILS 1Od x 1 12" AT EA. ON SHEET S5 FOR r N SEE STRUCTURAL OUTLOOKER N r�[7 M NOTES AND NAILING X-BRACING, AND TOP r " CHORD BLOCKING N _ SCHEDULE FOR INFORMATION 00 °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 co APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 1 Od & (2)1 Od TOE BOTT. CHORD FOR 4 ^ NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d Il_111 AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " @ 48" O/C FOR THE (2)16d NAILS (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 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. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2)16d 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 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 -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 _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION UI- I r1t LAJ I LAMINA I IUN karm%,r: mo onvvvry rvr1%,3-rLr) BLOCKING, FASTEN WITH Zx4 tiLUUKINU VV/ - 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 10dx3" 0/C OCATIONS) TOENAIL 6" O/C @ 2x4' RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri� 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 1 GABLE TRUSS v� "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I`a ` °11 e °, a -II. Jv `11°a` 11 '11- \1 a II , ° a11° - ° Ii 11 ° 11. ° ` II`° a 11. \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)1 Old x 3" AT i • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU t--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --- SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mq6, ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS `STUDS @ 16" O.C. 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 CORNER JACK C7 Y Q tY W z X 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 Z M _ o z�z o- U, z V) C9 Q w � p o W CLI ^ v , C� 0 o n m W F— 2M M C (D ch _ U mach O o 0 C) cv0 LL 00 oo ¢m C Lo0 rn Q d B D® N N o� Z W MNmZ re z U)ZUjg � ��-o � w W i -E G �Z W t�¢$a �1E, h�Z��9�kfSEN jto ESSt�, Fp������e °off€fttit(:�tldatlE'�'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 s WQ ZQ <� r W C IY Ir �z80 0 Z z (Y J �000 ^ I..L v) Zo z s z ~—� Q �� :D fu � uLU o / J Q J W M M 0 z ooz o �U- 121:o — Q MR a ro- 4# N WWa CC,a¢F� 00 2 Z Z N 0 � o� LU0 LU J Ln rl I��� Lj Q oYa 0g l0 t�o Q Z C,Wz O Z Z o ao m � O) g LL.I = a Z ,--I 0- V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. S5 (1) LAYER TYPE II (#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. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION15/32" BAF BAFFLE CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD '` _ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA S6 S6 SPACE INTO APPROX. EQUAL AREAS. ?Eoo, FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 518" e:a GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 1 v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY I 411to 6" BELOW GRADE c , .a ' .d . FINISH GRADE ib co= I=I I I ► I —I I J I I I I — - —I ' " _—_— 6x6 W1.4xW1.4 I I=I I L—III—I I I I a • . b �• I—III—III—L(T— T WWF OR FIBERMESH II I I (�LI _I I I I I I ,III 1-11I—' "—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4" "'11 - (SEE DETAIL) W/3" MIN, CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUDi_.._. __..._ _...-•-•--._-. __.._ 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ JOISTIRAND '�z�, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER "TE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C, NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. x TUDS 1 P,I�f, 2"x BOT. PLATE (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1 "-0" "6') NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e. d ' _ i=III ff l--jT1Tf _ F 1-�+14-F,I I I.- r j 81 I ICI 11 1�1- 8 (3) #5 CONT. ON 3" Il jl CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING D PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEETt(-C G FLOOR SYST M (2)- 2x TOP PLATE BEYOND OPENING INS vA1 1,ROOF NAILING SCHEDULE: 1532"QSB EXPOSURE 1 NAILING ZONES (SHINGLE AND TILE) SHEATHING w _ 0 Lij� ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD SOLID 2x BLOCKING @ ALL a z ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD SHEATHING EDGES (SEE ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD SECTION X-X)z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W a U FrWOa L SHANK NAILS) = Cn NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD F- (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24/16 2x STUDS BEYOND. w Lu LL O cc SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH SEE PLAN O O Z) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO o z FO w LLIr STUD AND OR BLOCKING AT ALL EDGES. rn Nw�0 v W A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES -- - AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT 2x4 P.T. BASE PENETRATE SURFACE MORE THAN 1/8" 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/B" S3/8" PA NAIL SPACING S 3/4"v2„ S 1/2" 4 FT. 0 4 FT. 0 0 oa 2 5 FT. 5 FT.1 4 FT. n2 1 00 1 (D v v� 4 FT. 4 FT. Q O O 4 FT. ROOF NAILING ZONE DIAGRAM ® S v2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 0 AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O C STAGGERED C WALL SHEATHING INSTALL. VFRTIrAI aI xKINP S6 & NAILING SCHED. SECTION X-X SFF�L,gNl'I' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.(I 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op NFRjoR NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH a °a. -III—III�III II ° , aa. a 1IIIIIIIIIIIIIIII a a III,�IIII d—a. e e III..-III=I' (3) # 5 REBAR ON 3" CHAIR 4"' 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING C►1•' HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'.9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE I-1 c0 ;IIII, I �� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. I 0 C9 zM 0 — o z N z� J z W 4--J w •V — 0 u, TO ILo E m W E ^ 8 N co Cn M N M Z O 0" LL U < y ¢ rn t5 O U) Y r— Cl v rn CL Q o B D. a;D N �O M z.■O N W M Z � Z � LLuL LN Z LL A " ET-0 www. G.co kow %v\ 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 I Tampa, FL 33607 www.LennarTampa.com oz 0 ui �o za f =80 oozes zuaza �owz W Wou_ k = OU LL N y z O Q U O g z -a %%./ Q n 3 1--- Q`, Q z O / \i,� V J a -1 U M M 0 fig. oOz o J �OU fo < U O a LL— Ua0< z < 1t�V ` C Q g a 00 - E o 0 zCr LLJ N Li) LLJ �CYR� -0 - J ri LLJ 0 g v N Q Z Paz z <ZS M WUJI O z SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 3ol SHEET NO. S6 DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" SHT. SDW2-Ki TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THISTO 2"x BOT. PLATE W/ (2)10d @ 6" O.C. &1X44111/2"DRYWALL FOR CONN, DETAILS FOR CONN. DETAILS X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED2X ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 3-1/4" LONG X 3/16"FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 161, TAPCONS STAGGERED 2X8 (TYP5 BLOCK@ SPACING „ DETAIL 1 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL `STD. STD. 90^ ` �I 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" F701L METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4 FROM 3/16" x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL Ll 11L E//a L 7/ LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. 7 — J FURRING 2X8 P.T. WITH 3/16" 0 X 3" ' +2„ NOTC F� @FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +.5n NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS ' FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX +; soup wrGRour •" ,„ 2-0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8' 1 PLY PRE-ENGINEERED TRUSS '' ..� BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ; 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRucrloNs. ,�'' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT OVERHAN :�` .;• �''•;'• CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN INTO ARCH BLKG. PER () RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH BRACE 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3l4"T01112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ) () IF TRUSSES USED W/ 3 #6 X 4'Y? WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. UE 1/ (CENTERED) w/ (1) SIMPSON X TO TRUSS TOP CHORD O�ERygN USN. AT 16'I O C + `� NGT 1-011 5 -01L SCALE: N.T.S. SS 12 + + �/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR P N 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED �' D p /4„ MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° D #5 BAR 2 0 8 TRUSS + SOFFIT pD ° 10° aQ CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 9 IN TOP 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP .. ° EACH TRUSS 0 � o ° , o KNOCKOUT / 0I — o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °�� ° MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED 00, BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90° HOOK N #5 BAR IN D TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2° WOOD FOR OVER HANG FILLED 'ELL-- 8d NAILS '­2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - - INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4'MAX.RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-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 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± " ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0 EPDXY MIN. 6" EMBEDMENT &Cn 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° � p v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p' D w d REINFORCING AS FOLLOWS: * LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.g SEALANT —� - o o -- I T AIL n F_ QPLACE 1 "— #5x6 EMBEDDED INTO * REINFORCING INTO PLACE.I PRESS PANEL REINFZ 6 MIN. LAP SPLICE W/ D D — I —I I I U � g EXISTING FOOTING 2 #5x6 IN CONC. ( ) * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I ¢ - cn LID FILLED CELL SMOOTH. DO NO FURROW. D ° F ` DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D, D SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `� REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. • D ` \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (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 I) 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" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. r �J� 00, ' ou C9 r zm CD z� z Cal n V) ( C., LU VO LU Ln Cl)o m LU o — U N M M co N O co T- ! \ O 'O N L LL CCD lJ �C =-00 Sao rn � n v M Q o A ®�-. B D® N c u D C N N Z W g�mZ z W o w �=U_o 0 W 0 3Z a_ w. Z3 � EO W ° NG.0 U914 ° cg�� �•� .. •••° a f! P�����11il,trtttl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W, Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com 0z 00 Uo Uj f� Uz00 U U Z Q Q z z Z Q � W A U W W N U Lu 8 1, zz r1 Li. U z z z "a fu z < O > i V J W U M cn J RE 00z o J H moo W u�M-a O r-4 Cl 'ZW<Y Q z dam' 20 2 z w N 11� Uj uja2zi � ;Zo J Q Q z �o Paz lfl 0 z SNS �0 m Ck z = g SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. SHEET NO. SS V I IV I YI J I vyl I V) I VV FLAT STRAP NAILED TO RISERI 'ND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 4" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � Eo 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 114" FOR STRAP (S►MPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DRAFTSTnP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �, = 1'-0'I STRINGER MUST MAKE FULL- CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL ---2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS \ 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN J WALL SECTION V FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH FACE OF 2ND RISER ` 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER R 3E 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE - AT STRINGER CONTACT POINTS IEW "D" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl2 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -TT STRINGER CONTACT POINTS 0.1 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 17L2x8 SYP DRYWALL STOP MUST NOTTOUCH STRINGERS ix GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: " = v-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMI N( 2x4 DRAFT STOP 2x4 BLOCK] NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND _ BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 7 7/ 7z --2x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION LAiACH ALL COMPONENTS STAIR TOCONC. W/ J" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER ,-2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 4- 2x4 PT UNDER 2x12 TOP OF �- -/-STRINGER CONN.TO OF NEWEL PER CONT D M FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON / OR 1 j4 x 16" VL BELOW ALL NEW POST BEVEL GLUED J FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW 11G11 BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED MALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) L POST LET INTO .LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" 0 gl y U - z M _ o Z `(0 Z _Q 11 C°7 CD � cn w � p •O w C m o a- i� � o 0 m N Lu o F= U N 1a co_ U O o 0 az"o°Do Imo' o Q in 0.o CM Lo Qv rn ¢ d N �D .N- y �CI '� Z W -�Sz z 1—. a ` o cn '� W Nam.@law W > � a a ;FA j &�Q 0 o w Q ', .. '\ r U `; ,gyp,`. • era /��Z AR O F E' L1§,�� 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Lo Lu z¢ aE f� w¢�� Uz00 ZLu<< Uz = w z Lu O wwm LL N F uj z CL ' ^ J z gX z g Z -0 — Q CL 3 o z o / J Q RE* Inn(D M Z Boa o 0 �U6 Q jO�a N Cc L 0 a i z¢ Z< gj Z00 Z - N o � Cc)' 2 LU J LIi rI LLI L] j Q a Ly z o F 0 $9 �O fN Q Z Z Paz 0, U 0 O) :5 _ `Fn f r, ,-I t1 (n E SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 3al SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS--i 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. ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS CB YY/ L- r V4 `W L/'lVl i r r \VVV vV"V 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 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS 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. 3;"A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ?OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r'11"71T 1 r1 A 1 r1 OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"= V-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS 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 7—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. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. P VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER INFO SP2 w/ 12 10d NAILS AT TOP ( ) 2x4 #2 SPF BRACING @ 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 12 PLATE & 2 12d END () MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES WI VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE WJ 1/2" PLYWOOD NAILS @ 1 " O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON M w x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS.NG 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOITTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. axx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO Q°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e 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. ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a, TO GABLE TRUSS LOW ROOF TRUSS W/ () FLOOR G.T. 2 2x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a 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 T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION K22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT �39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS 1111�j r- DETAILS & SECTIONS I nr, 7'- 0 v �v �Z luJ C4 zm C. z: z Cl.- c/) UI � W Q •V — p W N Of ru U oCO 0 m N W E ' __- — 8 W co 0)M aMCO S O o c:' 1so o 0 co ono 0 0, CL </r R�Dj 'c""' I �+ N_ H ZW MNO�'OZ z LU 10ED E t a QQ� ;I z O m� q¢ O Z`Zl err. r � •o a�OFESS\O' �� ��'"flPPiE1I Ii>tdV���a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o z Q fF Uz8o zuu �o wz aQ� ) o LL w L 0 (/� tf. L Z O Z o ¢ z O I— V Z Z "a �/ 4 � fo T -i W U) OC a JW M U)oWmIU*) g xffi w o � N W �aR� W� W cj�¢¢z< Q � o692 Z Z vim- N � �aozr a w LL J r1 w Q W F z Fzo � a z l!7 OZ Rz o m 0 1 Z �[ 1 W = Jz �x SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AM ES VERSION NO. 3ol SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR _ SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1L O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / o 1. APPLY SUB (3) 2x # SPF (2} 10d TOENAILS AT EA. INTERIOR HEADER DETAILS L FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ® ADHESIVE TO 8" O.C. EACH SIDE PENING WIDTH EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IOF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR !-JOIST B 2x4 SIDE BRACE AT 48" O.C. A SCIMPSON S30 w/ 6 10d EEDING 6 FEET. x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • � � • SHEATHING (MIN. 7116") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 80.c. FLOOR TRUSS! I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) o° OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END SIMPSON SP4 w/ {6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONK. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d HEADER w/ (2) 12 TOENAILS FLUSHOUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER! STUDS (2) 2x HEADER SEE PLAN LBEYOND C AT 16 O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER � G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2)SIMPSONMSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 10d NAILS (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x " PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B dal C SP8 FOR 2x8 W/ 2 12d TOENAILS T/B O (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2 (USE SP8 FOR 2x8 WALL) @ 24' O.C. H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE U -�—SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. I EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) TOP PLATES STUDS ARE WIN WALL SYSTEM A.B. TO BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKSPLYWO PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE LE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL-------_NAI NGOSCHEDULE D PER SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ 2 2x TOP PLATE ( ) SEE PLAN E F -Fyp (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/(6) 10d x 1 1/2" EACH SIDE TAPCONSOVER PROVIDE BLOCKING TOP PLATE SIMPSON SP2 wl (12) 10d NAILS AT �N� SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS " • � � ,Q..I TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • " *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B . SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO CONNECT G.T. SITUATISTUDS PROVIDE EXTERIOR SHEATHING w0N. / (2) SIMPSON HTS200w/ E R NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR sTUDS BE OW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FORATTACHED EXTERIOR ON EX STORY 5 ,FOR EXTERIOR 2 STORY WALLS ONLY.� 6 2STORY COL. CO @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER . 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. .. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR REQUIRED AT TOP PLATE TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN 3 2x #2 SPF STUDS END OF HEADER O @ FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN • • *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS . 3" 0/ �rF N �TF 2 2x 2x CRIPPLES @ 16" O.C. O @ END OF HEADER. SEE 12d TOENAILS. �2k 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PATE W/ (2) OPENING LARGER THAN 4 ft (2) 2x yr8,, 4 M�� pA TOP SPLICE (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF — 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ 22 10d NAILS ( ) SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS a 9 W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK 3" O.C. @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �0 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. o u u �`\. (Dr Z M _ o Z Z� <c c U) V) c� W � � 0� t C"^ �/� v ' M m Ld l E `� 8 0) M M s� O o N mom=O L FL050 -he 11 a Lo0 rn a d g D® N C B D C •/) I CAM M N oN0 U) uiED F �] aw' zo J = a /may. ii r j - O B Nam^ a w W �E'LLo V Z_ InW OfA x V�,�o�a pLL \Z'it, r o W.F S$N •w•M' O .• r c) °•a� C-) ._ `., ; Ire ® '?O F E S SNOW ��fir�f/o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 �QLU ooc� �< �awZ � �Lu aa0'o OW / \ �%� �// u'N m IZ-O Z Zo xz O _Q LLJ r) W OV `� / �1( \ 6 J W Q � M l' J M C� J�0 C.9 Opz o < Wo�� N Uj [� a C) z< I� aau Q 00 o �� Z z 300� w ¢ z < W u- =5 gal- W¢Z 110 NO Z V0S CC)z O) g LLI = J z ¢uj SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 3ol SHEET NO. D2 n WEATHER RESISTIVE BARRIER TAPE -T- { � (ASSEMBLED WINDOW) 1-I WEATHER ✓E BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED 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 RIM JOIST Eon WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING "'" FLANGED WINDOW I FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A I SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE THROUGH SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL ° O RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING SELF -ADHERED FLASHING, SCORE FORE FOLDINAPER G, `r REL EXTEND A MINIMUM 6" ASE EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD 2 is 3 ' O SECTION -A (SEE DETAIL WP02)- , tiJ SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING H BOTTOM NAILING SEE DETAIL WPO FLANGE ( 7) NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW I Ll1JI IIIYV 1 Ll1JI IIIVV SELF -ADHERED FLASHING DECK JOIST M 0 SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �a PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 8 2 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGE DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (611 x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all CO r V I (D _ ID CD z Q V) 0 UJ �N o2 U co W ��c 6) M M Co c� NCO z a; co O U b -00 < o Qm no �2-:s rn Q o AN B D® V.W� /t, N N 0 � O M 0 W OM Z W N � Z 19 g, � � � J a ow �I.L^ wi W N V N P. w W y�LLo Q rn v rn Z 0 c�oQ CG C N O v [O O I` E� M Q zQ WL W NQM A m O c.o U O ❑ WWW.FDSENG.COM rn 0 CV LO 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 i~ �o W Q Y �z00 LUQ Z tE 5 W Z ¢ C 2 J IU) a w cU A J W W N a Vo 1uJ z � U 5 LU pµrC�z(J OZ Z -0 ' V LL_� N fu O F- N O Z 92 M 0 U Un `/n CC fig. p 0 z 0 1 1 ! "-• WYr' � c5 J o U0 Ea01 k N zaZ� W Q< LU Q 00 o��0 Z Z (V Bozo Ce2 LLI ui F Y o �O ¢ Z <<0 N Z vo Z CO O Z 0 Jrn of rn � :5= � a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 3ol SHEET NO. W P i� C_ -F0 (D > 0 0 FF L_ 'Am ggg' gg I _R�" (D ca. 0 2 i 010 No (D A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 -L-- H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 -cu C/) H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 -0 -0 0 -= a) HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 0 CL C 0 3: March 20. 2018 HD216-3 FL17232,3 ESR-3445 HU215-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 = .9 " H026 FL17232.2 ESR-3445 HU26 FL10855.3 ESR-2549 0 4--, ,- M A required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized on the CU 0 > products. E Re: Wood Construction Connector Compliance for 2015 International Codes & 2D1 7 Florida Codes H D28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 Cn To Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FLIG856.9 ESR-2549 U) 110- CD Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures CU -+- Section 2303.5 of the 2015 International Building Code (IBq and 2017 Florida Building Code (FBC) specifies that HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM DI 761 Test Method for Mechanical Fasteners in Wood. Both HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic, and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 psf 1 - Lowest ultimate ofthree tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 2. Average load at-1/8-inch deflection ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Councif National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 Pat The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA15 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL1 1473.5 SIM200802 material properties exceed the specified properties. HTT16 FL1 7324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01�67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTVVt20 FL17244.8 ESR-3455 HTS20 FL10453.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 -40.0/-40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HTW24 FI_17244�8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their wood connector evaluation reports, we recommend that building departments under the HTVV30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30,0/-30.0 Pat The information in this letter is valid until 6/301`2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential Wnc!Code Doors \A(6 (8X7) FL15279.85 +38.01-42.0 Pat www.stronotie.com for additional pertinent information. If you have questions or need further assistance regarding Z this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DR$ Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS 16P4 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 Psf Z Keith Cullum, P.E_, LEED AP dw(BDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856,11 ESR-2549 PGT Series 5500 FIL239.7 Engineer, Southeast U.S, Branch HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856,11 ESR-2549 B. HORIZONTAL SLIDER MI Wndows and Doors Sehes188 FL15351.1 +40.0/-50.0 psf JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series-1 85 FL15349.1 +40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655,104 ESR-2549 PGT Series 5520 FL243 9 W JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 D. MULLION MI Wndows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655,109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 I LUS28 FL1 0655.113 ESR-2549 3. PANEL WALL JUS46 FL17232.11 ESR-3445 LUS46 F1_10655.118 ESR-2549 Page I of I A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA KILEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf Simpson Strong -Tie Company Inc, 2221 Comtry Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542,4139 W.A.0rord.som KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 C. OTHER LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 - LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FI_10852�5 ESR-2105 C. ROOFING -FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219,2 ER-0200 LTT208 FL11496.3 ER-130 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 1_7W12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7B49.27 - FL7849.28 N/A ILUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SlM200803 Boral rite Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GuIfLok 16" wide roof panel FL11651.2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 ESR-3455 LS50 FL10446.18 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FLI 7244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3465 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999� 1 - FL1 999.4 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC52 FIL1 7244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSI-, LSL FL6527.1 - FL6527.5 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FLIG456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 NIA MTW18 FIL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A MM0 FL17244.8 ESR-3455 MTS20 FL10456,36 ESR-2613 MUGT15 1`1_17240�5 ESR-3447 MGT FL1 1470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.55/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3"9 HDU2-SDS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following informadon must be available to the Inspector on the PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I PHD2A FL17219.3 ER-0200 FGTR FLI 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspecton. PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223,5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E RT16-2 FL17236,2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FLID456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10456,11 ESR-2613 Z RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 CIO RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 > RTBA FL17236.3 ESR-3448 Spi FL10456.41 ESR-2613 0 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL1 7244.31 ESR-3455 SP4 FL10456.43 ESR-2613 > SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456,45 ESR-2613 0 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL1 7244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH8 FL17244.32 ESR-3455 SPHEI FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468-10 SIM200604 Cn THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 CIO THDO12 FL17232.18 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 UGTS3F FIL2033.1 Evaluation Report MSTCM40 FL1 1473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26-2 FILI 1473.12 SIM200802 - CIO EL SHEET NO. I PA 1.0 +r Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP pP Page i of a 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pags3of 8 12112201s Florida DepaMlentof Business & Professional Regulation eg Builds Codas and Standards Product Approval APPIIcaHon Detail P.O.Pya 1 w 1 115=1e Florida Department Of Business &Professional Regulation BuildingCodes and Standards Product Approval Application Octets Page I .11 1/5/201e }+ � („) O �e CL O ^ (U Slade Entltvor ggl,, gag Dete Pendlna DAL I= Wralon Manufacturer Contact Enalneer&License Velld bodSy Validated Submitted FBCAooroval Approved EW" Cade Entity or 20 Pete: Dat Pendlna 20 zw version Manufacturer Comatt Enainser&License validated By v.11d.ted Submitted FBCApproval gpprovrd. Status FLt1 Revision 2017 FL=461Jk1.Produa Sane 1 6 Therma-Tru Corporation Category: Exterior Doom. Subcategory: SvAng*g Exterior Door Assemblies Compliance Method: Evaluation Repoli from a Ficdtla Registered Architect or a Licensed Florida Professional Engineer d:: - Product Mod N. Number or Name a. Thermo-Tru Fiber -Classic and Smooth -Ste f, Fher-Classic Smod Star Rick Wright Lyndon F. Schmidt, P.E. Ryan J, King, P.E. (419) 298.174D PE-43409 (813) 767.6555 )ckw�Iwbldgconsuffards. tom _ - Quality w Aara product DascriMion COMroct Exvlrntlon Date Nominal 6039;8 &quotNoo-impad&quot; Opaque 12/312020 Composite Edge Fiberglass Single Door Qm Mng*AsWng; X configuration) Nominal 10/152017 07/122017 proved Apfor Us, Approved No 10/182017 12rl WOW for Use gggggl Resistant Yes No - Desion Pressure WA Approved Revision 2017 Therma-Tru Corporation Category: E#erlor Doors Subcategory: SWnging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a. Licensed Florida Professional Engineer FLa20481423 Products Sea• Product Model. Number or Nema 1 a. Thermo-7ru Fiber -Classic and Smootlh-Sta Rick Wright Lyndon F. Schmidt, P.E. g yn Rye) 767.65, P.E. (d19)29&1740 PE-43409 (873)767.8555 rickw@nvoldgconsuaants. Co. clailt,A uren- Product Description Contract Expiration Date Nominal 8sM %8 &quotNon-Impad&qud; Opaque 12131221 ComposBa EdgeFibargisss Shgle Door (mewing/Outsvling: X cmfiguretlon) 12/132017 12/1312017 i2212017 -: - vvrove Ad for Use App—til'or Use in HVHZ Outside HVHZ No Yes 02/132018 Imvact Resistant No Approved _. Q-1rin Pljg9Y@ WA mIIB Yereten Revision 2017 A!L( 1 �1�41� TMrma-Tru Corporation Category: Exterior Donn Subcategory: Swinging Exedor Door Assemblies Gmparwa lli d m CsNfl odlon Ms k ar Listing a. &quot;ClarbCroB&quot and &quct;Banchmark by The m i-TRAquok ErAky at Sl9ntesl EOahnt&L� VaMaed By Rick Wight National AccreditationRick Ryan J. King, P.E. (418) 29&1740 MacepaneM *altiute (813) 76741555 ddcw®rwDldgmMWbnts. cam Slit and W Opaque and Glazed Flotation Door with 12r312021 and vrimout SideBn. lnm*V OW Ouswing no am Y 11 12202017 OB/212017 Awrovd.for .I� Approved In HVHZ Consists No no FJ 8PP!>nd 12222017 for if" lmma JtBelle= Yea No t> Pressure,, WA $� Approved � ]ypp ypp(pp Revision 2017 Algf 5 !1 Thwmo-Tm Corporation Debts Catepery: Exterior Doom 8ubGMeoW Sv+hgkq Exhrlor DoorAsaembgw Conparlu Yahed: Certification Mark or Listing a. &quokSmoothSlar&quat and &quat;Ben&mmk by 711 r Tru&quot Enter or j0e�,}-� VtlMYbtl By & Ryan J. King, P.E. (410 298M National ent Institute (418) 298-1710 MsnaperceM Inaaute (813) 7875555 ntlatinvbMgwrleultants. cam Coleman Expiration,Deb 50 and SM Opaque and Glazed Fitiegisa Door with 12131=1 and wiMmd Sideaw IrpwMg and Oulowing Dow Pionsfinat go D' y 4�� per, 12202017 Og212017 12222017 Approved for Lte! llawat Ig-IDS.Details HvHz $aFaVBt No Yea No �� Approved !ice Pmeansms WA TT a) ' i -W ' ^ V� V v/ ' 1 O0 O � •L� CL O O ^ O 1 a L 1� � O 4H 0 Co Co 0 VJ ' ^ \4/ L N '^ O to v! CU - _ IL��� ffCU 'VV'//-JJII' }a (n V/ /� O [7 Q enna ru and 9;0 &quot,Non4mpad&grd; Opaque 1 2020 o Yes No WA Composite Edge Fiberglass Single Dow pom tee; ;.X um 0-n 6 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal SW90&qug1Norilmpact&quot Opaque 12/31/2021 No Yes No WA Composite Edge Fiberglass Single Door (inswing/Oulevving; X cmOgurallon) in t;N 9 I. Thermo-7ru FMxr-CYmslc and Smooth -Star Nominal 68:a39:8 &quatNorFImpact&quo(: Glazed 12/312020 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswlrmg; X configuration) 9 I. Thermo-Tru FDer-Classle and Smooth -Star Nomposite Edge Fiberglass Ingle D quo(; Glazed 12l312021 No Yes tat WA Composite Edge FloergMss single Dow nswin /Outlaw ;:X corm uratidn n. Thormet-Tru Fiber -Classic and Smooth -Star Nominal 9;0&quotNonr4mpact&quot Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Door nswin tsvri ;X.torm unction) n. rma r e- w o a qu Pa a ;.. e YesNO NIA14 Composite Edge Fiberglass Single Dow (Insw4nilAWinyilg; X coMlgura8on) Florida Departrnent of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation Fees 1 of I Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Pas, I or 1 Building Codes and Standards 115/zo1e Building Codes and Standards i/"Is Building Codes and Standards ipwis Building Codes and Standards 1/5'zo1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detaii F3a153324M � IEnter o1 go ilah DabFoodlw � 11w Yssw Alleigitilisim SmntBt EnifoesL&Lkwes Validated 91 valklo d a9tim d FSC,AwreYll Asmrored am& F1.91111111OZ4114 Sable 1a0te9r 20 late ) go bil law Version 111aYfeg9lnrc corded Emk�.&Lk� Wildest By YWII&d S b Mbd FOCAparmM Anet3md am& FL#153324U m E der w no go Dona lesotllm t» mm version Mmukebm contest Engineer ALlcasnes ValidaedSw Yfl.tld &Mbmated FE%Awre1Yl Approved Aub& FLF15i1'i� 22de Enterer 20 gate Dab PWA- P..a mm Yfnlo, lmaideg mi Consist EnaftesLLLica eavalidated By Valideited allhdlYd Feral Approved At" Rendition 2017 MI Windows and Doan Category: EvWW Doom SuOCNagory: alleging Exterior Door Assemblies ComplWds sMNmod. Evaluation Report from a Florida Ragged d; Evalu ti ■ Reeneed Florida PrcfeaReit Engineer event SiM gar Las Roberto Lomas Sown M. Udder, PE (717) 3654M PE-62514 (717) 317-8461 baYnger�miwd.00m 08/132017 W1112017 081152017 10MO2017 Approved Review2017 MI Wfindows and Doors Category: bcateg ry. S DOOM aubCatspory: SW*p Exterior DoprAssernbliso Evaluation Report from a Florida Registered Regsmrod Arresed or a Licensed Florida Professional Engineer BrentSYnger Luis Robedo Lomas Steven M. Union. PE ba vilintiv PEB2511 (717) 917.8/54 ceYnper�mtwd.cem 06/1312D17 08M 112017 001152017 10/102017 Approved Review2017 MI W*dow4 and Doors Category: Exterior Down au bCeYpory: 81Minp FJttenbr Door Aesembites Compliance, MW": Evaluation Report then a Foorida ag ore nodFlorida Professional Engl ser event Slangier Luis Roberto I.=" Steven M. Union, PE (717).986.3900 PE-52314 (717) 317.8154 esYager�mMd.awn 08113/2017 08M 12017 08/152017 10/t01P017 Approved PAnIWon 2017 MI Wndows and Doors Category: Exterior Door SubCabpay: SIMIag Exterior DoorAssamblisa Compliance, Mslhod Evaluation Report from a ova canFlorida Professional Engineer SmM SMrger LMt Roberto Lomas Steven M. Urich, PE (717) 356.3900 PES2511 (717) S17.8454 bYnpe�Mwd.com DOM 3/2017 0811112017 08/t52 ilt 10110=17 Approved F1.1114141412-1144 Seas Produats Prodldllotla.mmnlharwN�ma Quality Assurance AI�.far Jbe Awlmfd tnHVM SL for J[es llwest Z gnhFbnt l� FLIP1153324114 +�# Produces ProduclYdW.Maohwwlema 6wroved or Use Approved err Use, 1, HVHZ owls t!>bfi � ! genies POtYest 176.P 1lell Quality Astounding, ConemctewmtiwDab Aoprovedforlee In "M S ! P(eBBre lag ProdwLYodat lNrnhsrer Mama Praised Doearlothen Darwinist Rookollsai Deb IaIIYtQ�� oubAft i Preww 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1=12018 145-W4&quoht96&quot No Yes No WA 4 SERIE5420 ALUMINUM SGO RElNFlRCIsD SERIES 42D ALUMINUM SGD REINFORCED OX, 12/31/2018 XO,) 9%quotxg8&quot No Yea No WA i SERIE3420AL.UMINUM SGO SERIES 420 ALUMINUM SOD OXO 121312018 145-3146quogc80epuot NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 42D ALUMINUM SOD OX, XO, XX 12/312018 116&quotz80dquot NON -REINFORCED No Yes No WA Florida Departrnent of Business & Professional Regulation Page 1 a 1 Florida Departnent of Business & Professional Regulation Peg. I of I Florida Departrnerd of Business & Professional Regulation saps, a 1 Florida Departrrunt of Business & Professional Regulation Page 1 of / Building Cozies and Standards Ilawle Building Codes and Standards 11VAIII Building Codes and Standards 11551018 Building Codes and Standards 115mi8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Dettill Product Approval Application Detail FL#I rda Enft or Io 211 ! Rik Tom Ymlw jusidighm carte gown& L&M Validated By Validated Amkmmd FMAnronl Approaed Atom. 13011117E61 cede Essex tor 21A !late Deb POINWO Ile Taw Ymlm l contend Coateeu&L.Irams V.ldbdav Validated &&Mftd PRO Aserroval Agpear1d lum 16n12i12.R4 cads Raw or 201 Rat Dale, P.mdtm 2111 Tires Yerelon Nebulae— Ord Emlasser &Lic— Ydddldih Valdgd Submitted PWAostoval Awed at14a PJ,a�163! Sadt ErAw or site Rat DobePmntn go law Yerelw 1 EoofoeYaui VaxdaadBy Ye11wted aFBC Approval ANN Revision 2017 So" E.Ilo Product Company cClopayategory: Category: ExtaMr Doors Subcaegory: Sectional Exterior Door Assemblies Compliance,YsOed: CertlSution Mark or Lacing Mark wtealarlisM Inertelm Testing Services NA Gant PfuahMr (513) 7704M Ind. (613) 5199586 m..edleMedopsy.com 11f2a2017 0&r102017 121Dr>12017 Approved Rovba1 2017 Clapay, Sutidag Products Company Category.- ec Doors Subcategory: Sed*rel Exterior Door Assemblies Curtiplience Maned: CarWksdm Mark a LisBag Mark VtlesterMld IMeda Tsstlag Services NA, Gary PfusMer (513)7705082 Ifro. (613)61B4i588 rrweatwwtleld@dopay.mrrm 1129 2017 08/1WAIT 12MS=7 Approved Revision 2017 MI VMdcom and Doors Category: Exterior Debts BuoOsaagoq^ SYmp Exterior DioorAaaembea Canplirtsa seemed; Evaluation Report from a Brant Sow Lulu Roberso Lanes Steven M. Uddl, PE bsialager�miad.can PE4257/ (717) 3175/5/ 081132017 08111/2017 08/16/2017 10/10*017 Approved Revision 2017 For Industries Category: Exterior Daare aubCasgay: Setting Exterior DoorAaesmblW CompllsnwMWwcft Certification Mad w Listing Dean Rua* MWnFDade BCCO - DER MsmEDede BCCO- VAL (941) 488-01 (786) 316-2590 dnmdaQpltledWda.Com 12202017 11ram 17 12262017 Approved Florida Registered Anch"d or a Liasneed Florida Products, FLM1637e.R6 Protluae ProfassionN EngineerFUs2N4tL Predncte 1w!Product Model, Number a Korea closely Product Dosufh3uon Approved for Use An@lfod InllYtli Outside for UN hoped 1041i gmwt d !esign P Eln.! Produd Model. Nuralsor , Nonse Quaft Asterroscio Product Degradation Contact E,,IndmDmb Approved Bw Uee AQQ[IDoil for W In HVHZ gubwbK It ttewg Resistant lleslw Pry F1s753334te Pradueb Eon! Praised Mattel. Number wMains QuaftLAgamnn Prodiart Cwftct Expiration DoleIn19QJt Annrexdfor Use Approved .for Use lmnfl omblo Bligism Doolw Pmeurs 37 037 W549 PAN-217161:84A, W, 73, 75, 1600, 190, 78, 78V, 4RST, 4RSF, SRST, SRSF, 2RST, 48. 42, 56, 485, 428, 56S, GDSS, GD6SV, GROS, ORSW,, AR58, AR6SV, EDSS, ED5W Slat Pan (m*. 25 go.) SkV*4w (up to 9'0" wMia) 05212028 WINDCODEFM774; W5 G a p Dow No Yes No +30 PSFA32 PSF 53 063 W6,18 PAN-21t763: 54A, 94, 73, 76,1500,190, 4RST, 4RSF, SRST, SRSF, es, 42, 66, 489, 429, US, GD5S, GD5SV, GRAS, GR58V, AR6S, ARSSV, ED$$, ED6SV Steel Pan (min. 25 ga.) Double -Car (9'2'to 167 061212028 wile) NIINDOODE60174; VM Garage Door No Yes No +30 PSR-W PSF Alfa 6 Product Mo". NLM*w w mars SERIES 420 ALUMINUM SOD REINFORCED Quaker Amu ProdtmtDmdMon commet oxnkmow Does SERIES 420 ALUMINUM SOD REINFORCED XXX 121312018 143&qurd;x08&qud; Abandoned far the Approved In Saute No for Use hatia IRN 0M Yes, No Design pressure WA 10 SOD-070 (Large Msae Impact) pact) Vinyl Seft Gina Door 041141=1 Ym Yea Yes WA O Florida Department of Business & Professional Regulation Pegs 1 of 2 Florida De partmeM of Business &Professional Regulation pp 1 ar 1 Building Codes and Standards 12A212018 Florida Deperdnerd of Business &Professional Regulation Pepe f of 1 Florida Department Of Business &Professional Regulation Faga 1 a 1 a� Building Codes and Standards Product Approval Application Detail 1B Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 11642018 Building Codes and Standards Product Approval Application Detail 152o+e epee Entltvor 2311 211114 Date Pendlna gyg FLfHe37417 FIJrAyll Iypg Version Manufacturer Contad Engineer&License Validated By. Veildated Submitted FBC Approval Aonroved Awe tepw 111111 Version Revision 2017 lmnufacww CURRIES Division of AADG, In Catgory: Exterior Doors Entity or contact EaolnawBLiteese Validated IW Dodk Dave UL LLC Ted Berman, PE (041)4IM41144 (305) 880.4707 late 21te Validated allhmlYd 11/30M17 102SM17 Dab P19dln 219 Fill Approval Av9reylnt 12M620117 ltema Approved Revision 2017 MI Windows and Doors Category:Wndows Subcategory: Single Hung Com Ner,ce Method: Certification Mark or Listing Brent S811nger American Architectural Steven M. Urich, PE (717)365-3300 Manufacturers Association (717)317-8454 bsllingerCrrlNd.com 122MO17 12/1312017 01/0saole Approved 296 mole Me1)ffi Revision 2017 wAnu aww CJopay BMIng Produce Cmpany Cahmgory: Exterior Dogs EnMy.or codwi ErwhesaLi� yjdwdwav Mark Westerfield IMe tok Testing Swipes NA, Gary PkaNcer (513) 7704M Ind. (513) 5198588 to 20 Yid Amkmmd 1129/P017 03N02017 Date I OWWA 21ft FlIC ADDIchrill Approved 12106=17 awn Approved 22do nme Yemlw Revision 2017 Mu Clopay Building Products Cwnparry, Gegwy: Exterior Doors Erdltv or Cooled Erah aLi� Validated By Maw YVsaarMld IMort k Tossing SeMose NA, Gary Pk*tdw (513) 770MV hat. (513) 618-6566 29a Do Dab Posadlino 20 Validated Submitted FOC,Approved Approvd 11/=017 0&n102017 12MWM17 AMR Approved — Subcategory: Exledor Door Components ComrpWea Yahoo: CerYlCallorm Marlin er Listing m FLP/7499 RrodudE 6 "osergory: Sedbnai Exterior Door As ombibe CoffMft a M~. Cem8n6m Mark or LWft rtweaafbllooloPeY.com Subcategory: Sectioned Exterior DoorAseambes Comparteo Method: Carriers m Mark or Lieft rintiesbefleftelopery.corn Sea; Product Model. Number or Name 0 alitvn ursr, Product Deacridlan ContnctExollnmon Date Approved for Use ApproredforUse In HVHZ Outside tNFR Impact Reslrtant Deed, Fielasl@ PLAH5279.PJ Produces FLLM52794U Products; ilea! 991MLABOUN Approved for lea AnorteYd In HVHIZ QWIWL for tin hiew M Roididest Dollars P— awt PooductillociaLstamberarblonso OMAWAM Product passedwast Approved for Use Awreltdjor In HVHZ 4ulakis Use III= HVHZ lfesiskeed gJMIain Pressure awl Quotas Assessinance, produatposeduum contract Expastion, Date, A20FWAW fie Use A20rmtl rUm wm In HVHZ outside HVHZ R,,Itd Design PmnYre 2 185 SH 52x84 Fi0Piange Frame IG/SG Single Hung 10t09/2018 No Yes No a6.OF60 1 807, 707, 777, 747, and $47 Single and Pale of Doors FSM, Ghu ed, and Louvered sloe and pees or 12131rl= Ves Yes Yes WA hdicw mad doors. a5 005 VIS-08 PAN-2F163: 73, 76, 84A, 94, 42, 48, 42B, 488, 4RST, MST, Goss. GM. AR5S, EDSS Steel Pan (me. 25 sa):SIag10-Cer (up to 97wkis) 051212028 WINDCOOE&e174; WS Garage Door No Yes No +38 PSFI.42 PSF 102 102 IAe-15 PAN-2F1 53:73,76,84A, 94, 42, 48, 42B, 488, 4RST, SRST, Goss. GR5S, ARSE, ED6S Steel Pon (mm. 25 ga.) Double-Cor (97 to 157 05212028 wide) WINDCOOE8a174; Wit Garage Door No Yes No +37 PSF/-41 PSF O Florida Department of business & ProtesSonalegu a on Paga 1011 Florida Department of Business &Professional Regulation Building Codes and Standards Papa, w, I/mIll, Florida Department Of Business &Professional Regulation Building Codes and Standards pop OfI Usaill Florida Department ofBusiness &Professional Regulation Building Codes and Standards Page 1 of 1=18 Building Codes and Standards Product Approval Application Detail 1v12rm.1s �V�11/11 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (1) `�v 1111 i 1111 Code. EntlN ar DAL 21111 Date Pendlna 9A1 rypg Version Manufacturer Contact Enainser&License Validated By Validated Submitted FBC Abproval Approved m --nos 4—eve- . 290 Min versionContact eatlte or Epnte��M &LWidened By 20 gate V&Hdabd Submitted Date Pannone gate F Approved AMR gM LUIS Yereten 1/wll�9rrei eMMv w contact EpgteesL4 Licenseted VNMaBy gate, am ,Deb,pleasant F no so" te cy(te laps, Meg Lift or Sys EOgIBKA Listings, Validated By 90 20 Y1IEntenited l Yr go Pt Appeared ANO Revhian 2017 Ml Wndovas and Doors Category: UMdor+s Brant Sdimger American Archleduml Seven M. Udch, PE (717)366-3300 McMaclumrs Association (717)317-8454 0121/2018 01/03/2018 01222018 Approved � Rawwon 2017 all Ylfindaws and Donn Category: Wndows Su6CNpay: Fixed Compl4p nMed: continuation Lector listing Greats anger American NtlmeoWml Steven M. Urkh, PE (717)366330() Manufacturers Association V17)317-8464 bsNnWamkvd com 12/312017 12/3112017 01/04/2018 Approved Revision 2017 POT Industries Coegwy: Wmdova SubCebpwy: Fixed CpulPermee MetlCodification fCodificationor lusting Madelustingm kg Dean Ruark MIarnLDedo BODO - DER MIsm4Dws BCCO- VAL (941)48"IOD (786)316-2590 dmark�pgtleduNRes.com 12aW017 1210SW17 12MM17 Approved Revision 2017 PGT kduetrea Caegory-s Warta BubCaoYwY: Spgb Huts Copanco Matti Certification Mad orise Lg Dan Ruark MlamFDaM BCCO - DER MIamFDeM BCCO- VAL (941)488-0100 (788)315.259g dnmrk�pgtlnduatrks.eom 12202017 12/082017 /2WNW17 Approved )_tdtt686i subcategory: Horkanlal Slider Compliance Method: dmcallon ark or in g '. .. _,,. , . bstilingerl�mM.com _ ; _ .�, '... L , — O 11102434R20,Pmdticts FL923114cla ProductsSeof Product Model. Number, Name OumlN Aseu w Product Dasedvtlon Contract Esoiratlon Date Aooraved for Use Approved for Uae a6aagi In HYHz Outside HVHZ Resistant Deal,, Proe— $vet Approved In HVHZ Q&dkwkl9 for Use toom HZ PAlhdfflt gppten Pme1w Eve! Product Model. Number cor Noress Qt*W Assurance Product Descriallon Contract .Expiration .gate Approvdfor Use Ap1roved far h! In Hy i Denalii kowd Roskftd DOMM P— ant Quaft Aunrumunce Approved for Use Aporovs In HVHZ iLtlaideIDmZ ILIM ties boom 1M1tetent g!L%M F1Ldn 1 HS 188 Rn and Flange Frame 73z62 lnsdatad Glass 02/162019 No Yes No +551-55 1 1s5 Pw 73 x 721nseAded Gloss 0/11132018 No Yes No +w4c 9 M-sm (Large Missile, *pool Vinyl Feed Nhdax 041302M Yes Yea Yes WA 7 SH-6600 (Large MYfse Impact) Vinyl Smte Eking VAntlow 071302020 Yes Yes Ya WA O L V U) Florida Department of Business & Professional Regulation P.g., w I Florida Department of Business & Professional Regulation pas. I Of I Florida Depairlmand of Business & Professional Regulation Pape I or I Florida Departrent of Business & Professional Regulation papa I Of I Building Codes and Standards +rcNmle Building Codes and Standards lfewls Building Codes and Standards Harms Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall W nAmmea 4 FL#16=4111. LILH1$11 tu03192.4111 .&sot 1111112 vamten mupAkbm Enmor opsalsect Enotees[#License yAudddEll gat ggg Ydd d NOW DWA powum geh till Awmrml A,,r-,d Ali" taw mm veto] vA Zook [ contest Prmlessar4License VgkbWBy 20 291 lialsbuilla YeStloYd atMm FlICApproal gale Abdomfffi $W! cattle I1fw Yanslw meadealm ErOWor cased EnaMa&Lka Vandd, By mte gait Validated AmIlm1dd DaisPmtlte¢ 20 J7g2ogorml Awrsrd AOM Sid1 ]live Version 1 llntteL9[ Surd Emlneer &Lles— Validated a, ltete ltelt 21ithiggligs. gee Validated Awamd F&CAlloma1 Anproved $teBR mi Q Revision 2017 Thenn t-Tru Corporation CatogW. Exterior Doom Rick Wright Lyndon F. Sohmldt P.E. Ryan J. King, P.E. (419) 298.1740 PE-43409 (813) 7575655 iomaro17 10/1B/2017 10222017 12I122017 Approved Revbion 2017 MI Yvfidowa ant Doom ConseilV'Mdaw BmM SBager Luis R Lana, PE Severn M. Urkh, PE (717)385-3900 PEd2614 (T771317.6454 10232017 10111613017 10282017 12112MM7 Approved Revision 2017 PGT Industries; Caeg ay:kNrldws Dean Rumk Mite rd-D ds BCCO -DER MMnW)ade S=- VAL (g47)485-0IOo (788) 315.26 90 1=11*017 11/1512017 12MOM17 Approved pie wm 2017 James Hardie Building Products, Ina Category: Panel VJNM Flagstone Zhu Ronald I. Diesels John Southard, P.E. 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Approved for IMRIO t� &a Product MO Number er Nun ID rm¢ Outside J I 1 CempMM LAP Swing flrr-camera lop sNirg 1Y312020 Yes Yes WA WA Florida Department of Business & Professional Regulation pegs i a i Florida Department of Business & Professional Regulation peg. I off Florida DepaMlent of Business & Professional Regulation pros, a+ Florida Deparbnent of Business & Professional Regulation Pape + o l Budding Codes and Standards IF=18 Building Codes and Standards 1/=18 Building Codes and Standards Verm,a Building Codes and Standards 1152o+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail euts1n41s 926 mm version Revision 2017 madd1991o[ James Mardis Budding Pmoduds, Inc. Category: Panel Weds SuIrCabpory: Sldkg Compliance Campdsncs Method; Evaluation Report from a Registered Meth d; Evalu of n Licensed! Florida Professional Erred Ar Boom 2909 a Ljow- ValMeted ev Pirgshemg Zhu Ronald I. Coasts John SouNrd, P.E. (009) 349.2927 PE-2A121 (352) 367.2526 Qlrgeherg.zhuQjsmseher tle.can Iatt lam lbld*d M&Mwd 06252017 08/092017 Debee,mom 21k Almrmnd 0821 17 10110*017 Rune Approved Etd14II]�i 2M mm Version Review 2017 agmeach� Atske Category: Panel WMI$ SubGhpory: Soffits Competence Melhd: Evaluation Report from a Florida loheaR�nel�rdArchitect or a Litenaed Florida EStltL4i Validated By Nick Thompson Lyndon F. 8ehmka, P.E. Ryan J. Keg, P.E. (330) 922.2389 PE43409 (813) 787-0566 nt ompsonQablde.com Del Irk Validated &VbM kd 10A 2017 10/08r2017 Deal taw EBQ A■mral A,,r,,,d 101112017 17112=7 INK Approved 220 mm Version Revision 2017 tYmdMA1Mr Abda C■bgaY: Po"1 Walla 9 ndCatsgory: Boats CanpNence Ma- I: Ewkortbn Report from a Florida rldda RRegigihbred or a Licensed Florida Efigirraff Enter Smma9t englw¢4 License yaidatsd a, Nick Thompson Lyndon F. Schmldt P.E. Ryan J. King, P.E. (330) 922.2389 PE434W (813) 78743555 MhompaarlQabda.00m Del Doak thdoPsnding YmuM BWmtlid FW Approval 10/0412017 10/0=17 10/112017 Ager>rsd 12112/2017 akwer Approved lnrm Version Revision 2017 lleruder&mL GAF Cabpory: Rooting Subcategory: Asphalt SNnpbe Co nplWco Method: Evaluation Reed Apm a Florida P�ReN Archdsd W a Licensed Florida Enorreser Contest PeOwktlL& Lk— vandow a. Michael Men Robert Niemke , John W. Knez rich, PE ( t nhalWhQgel.dm Del Did DoesPending Validated AW and PWAwermral 0927MD17 09/20/2017 0912SM17 Del Ae>NesII 12112R017 All" Approved 229Li ProdaLWAM, laNNrorldeme GLEM Assurance PM#Ddooscdoom contract Exokmtlon ADWved.1or Uss Approved Dole In Oublift for Use Jgcag KvMZ RealstoW Drawn Pressure ant Product Maw. Number or Name C.ABY[ Prodigal Q010dollon ContrM Ended" Approved for Use Awes Dole In Outside m wL■d KVMZ lkekWd pnbn P 1226 Product MoM. 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Priest Locke Bowden (813) 24g- M PE-74021 (334) 300-1800 torlyQpansbtooAmnp-oars 1011or2017 10/102017 10M72017 12/122017 Approved Revision 2017 LV. Thompson, km dbe Tiwrrhpson ArchaeeWrN Mabb Company (TAMCO) a C I n ): Roc SutiCatsgay: Roofing Acceesabs that are an Sad Integral Part ads Roofing System Confidence Medhd: Evaluation Repel Doom a Florida Registered! Archiled or a Licensed Florida Professional Engineer Tony ChmYman Zachary R. Pried Locke Bowden (813) 2044% PE-74021 (334) SOO-1800 onyQgartetskso8mg-dam 10flOW7 10/102017 101172017 12/12=7 Approved Revision 2017 LV. Thompson, In- doe Thompson ArdWm*Jrel Meh16 Company (TAMCO) Category: ry:Roofing Ro ADD e... rise aubCWgpry: the, Roofing System 1Mtanm beg rel Part of t" Roofmp System CoeeWtsnoe Mstlwd: Evakutian Report from a Florida Registered red Architect or a Uowswd Florka Professional Engineer Tony Christman Zachary R. Prisk Locke Bowden (813) 2483458 PE-74021 (334) 300-1800 tonyQparretskoalrg-kxm 10/1012017 10.M0/2017 10117r2017 121122017 Approved CU QuW&A Am�Ued Use IMRIM basis, H i"M&4t2 Products 6 ProtluctModal.NunMrerNeh" No. 15 UL P Asphalt sounded organic felt 011072019 ntract E=WMUM now InoutsAoo ide go Yea /A Pressure WA dead Geller Assurance POordract Rophration Dab Approved for UseAssonfiredliwUse 1, KV!Z outside Iffigio WHIZ Bukkm Design P1LeYrs Glad Quality Aft� AOOfO'nd}i°r Dos AQ LW In HVHZ outside.KVHZ lowest BiaWw Desion Pmwrs tar! Product L%dL Number er Mama OAUW Assurance DemMgtEsMO Approved far Use Approved for eta IDJDB$ Outside HVNZ Jnfieffict Realagla posim P1lWIrs 1 TAMCO Flat Top OR --Ridge Vent with Babb fpr Tie 26 go. state roof ventilator with beet OSM026 Yee Yes WA WA 2 TAMCO Gooseneck Vent 26 go. 09,1+0912028 No Yes WA -01-52.5 3 TAMCO Off -Ridge Roof Vent writs Sales 25 ga. ka8e rod wndWa with Integrated balls 08/0g2026 Yes Yes WA WA O Florida Department of Business & Professional Regulation Page i of 1 Florida Departirlerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of v5rmie Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape l a i 115m18 Building Codes and Standards Product Approval Application Detail 117/2019 Florida rtrrlent of Business & Professional R ulation peps Regulation Building Codes and Standards Product Approval Application Detail Pape i a 1 115=18 ■ — CIO tom: entity late ,on- Datearw Date PLete9le.N2 FL#nM64til PtatlNpR1 IYP4 Version Manratum Contact Encloser &License validated Submitted FBC; Ao,rdval Approved Status aril 1111112 Version Revision 2017 2017 Manufacturer LV.Thompson, Inc. raw Thompson Architectural Metals Company (TAMCO) Category: Rode Subcategory: Roofing Acceasories that ere an Integral Pon of are Roofing System EB86.ar Corded EmwucA.License Valid1YdS, Tony Christman Zachary R. Prisat Lode Bowden (813) 248-3456 PE•74021 (334) 300-1800 t myQgamewkwkg.aom Del 201 Yeld" Amkmdkd 10/11002017 10/10/2017 Dab Perfumer 20 P@DJAscrovll Answered 101172017 12M22017 and■ Approved 296 um version Review 2017 Wrs Florida MeW ProductsInc. Cates": Roofing UbCabgay: Rooft Accessories that are Integral Part of the Roofing System ErAM, W Contact EOawncA.LJaenee VUdetd By Clark Jones James L Sucker, Rea Michael John Rhener, (904) 78344W CBUCK Engineering P.E. WdQMmce.cem PE-31242 (561)414.7557 Irk no bidowd ItWeriM 10252017 10/20 0517 DVA POMOM 211 ft PSC AveroyalAmrsYd 101272017 12M22017 BkhM Approved Revislon 2017 Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part athe Roofing System Compliance Method: Evaluation Report from a Florida Registered Archdect as Licensed Florida Professional Engineer Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 acarterplomanco.com OQ 2018 12/1812017 04/15/2018 0611 MO18 Approved Dmk mm Version Revision 2017 A&.Uhb- Sorel Reodng l MoniedJWMs Cabgay: Rootrq Subcals": Roofing Toes Compliance McUlod: Evaluation Report from a Product Evaluation Entity gnft or Carded Ylad1and By Thomas Jammed IAPMO Uniform Evaus6on Gary W. Welter (802) 289.2288 Services LLC. (2W 8640180 thomea.JertanetlQbonl.co m Del 221 Dab Panchen Validated BlbNbd FOC AmrovaI 1011a2017 IOMWM17 20 Amy 101212017 BEM Approved ■ Compliance Methd: Evaluation Report from ■ Fluke RsgWn■d ArddiW a ■ Licensed Fkxda product- -.. Florida Regbbrsd Ardlbd or a Licensed Florida Professional Ergkoer FLyH7202JL1 ,' " - ,.. _- - _, _ ) ` ; -' ] RNU94HI,Pgoduct, Professional Engineer Quality Assurance Awroved for Use Approved for Use Impact 2ftlign 9MWNLAIN� Approved � B FLEM58MI Products Saa #a Prod um t Model. Number or Name Product Description contract Emiration Date In HVHZ Outside HV41Z Resistant Pressure P r Product Dedlb on Resistant Premium Quality Assurance Approved for Use Apptat� pe hoped Doelon maProduct.P!lstldlm 91dtl1LA$Yrsnce Ao,,rrd.for Use Aooneverlterthis Ia1VMZ Drlkws.MM lemsd laerm lien 1 Deck-AirTM DA-4 Low Profile, Porypropylene Plastic, RoofVent 07/102021 Mechanlcally Attached to Plywood Deck. No Yes No +97.51-97.5 27 Vaa9W Medkm Pnoae-Osnwr 10104I2018 No Yes WA WA Jkgd Prods YOM.Mramear or Mar" i NVHZ I d Provides 3 3 - FLAMCO &ga00RV 10 Ridge Ven%quok AlumWam Ridge Vents for plated root fabricated 12/312020 No Yes No WA 4 TAMCO Round Top 0e4"s Vent wb Baffle for Tie 26 ga. stalk; roof vent8elor with battle 0WIM026 Yes Yes WA WA from 0.Uff" Auminum o Florida Deparbnwvt of Business & Professional Regulation Building Codes and Standards Palatal I/smis Florida Department of Business & Professional Regulation Building Codes and Standards Paps I a f +ramie Florida Deperhnent of Business & Professional Regulation Building Codes and Standards P.gs l a i 1A=1e Florida Departifir nt of Business & Professional Regulation Building Codes and Standards pap., a, 115=18 (D W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (D ��/ V ) PLs714a4t11 welt Emits[ Dek taw m Del P lid! Emlgm Pak Dek Dale.�m >ate Flf7e494N1 996 Ender or feat taw Dek.pougm laic FLdil�.t 226 Saw or Irk Del Dab Pending laic ICU lYm Version Revision 2017 Begat Mawbzw Borah Roofing ! MonbrLKeae Cabi Roofing aubCebpory: Roofing 711ss nce vm ■ Product Evaluation Emty ENaweer.B.L,ba vaikatsdBy Thom" Jammed V(PMO Uniform Evaluation Gary W. Walker (602) 269-2268 Services LLC. (205) 854-OIW thorn".]ommseQboral.co aWNILAMYrsO� VaNkted BWmakd 10/18/2017 10/0e/2017 A�.1eLUse A Dow 1.NVKZ OWiideHVIz PBS.Approval Approved 101212017 .Us, based Bakkm Dlelon Preserirs slurs Approved mm Version Revision 2017 Pl>Er6a9R17 ProductsFL*734NHI Boo! tWlidesrftae[ Sorel Roofing I MonbdJtdb Ca ftor : Roofing Su6Cebgory: Roofing Tilde evaluation Report ■ Product Ewluaton EnNq. Product Mod§L Number or Nam coded Engineer &LJd01w! vwmmwBy Thames Jsmmet WPMO Uniform Evaluation Gary W. Walker (602) 269-2288 Servk" LLC. (205) 854-0160 thorn".JemmetQbomaLw aulbLAMwrs1� P 0. ttm RDak YeNkkd BLOetlWd 101182017 IGMM17 Anon lUse A�.for In HVHZ FECAp of Ag1rroved 10212017 Uss forced Rwislefift D!!Ion P-- Btatm Approved arm version Revision 2017 Products seed vAnubctww Sorel Roofing I MonbrLBeae CwtwgW. Rooting Subcaegory: Rooleng Tlbs Compliance Metlned: Evaluation Report ban a Product Evaduation entity Product Model Cantsot gook [&J.lsmu VaNdOWBy Thomas Jammed IAPMO Uniform Evaluation Gary W. Walker (602) 288-2288 Servk(20 " LLC. 5) 854-0160 lhoraalammegQtoral.co m Pier Description Contract EXDkdpn DOW Validated $Ubgpmw P11CAreprovei. 101182Q17 10/1)SM17 A�.wLYM A 1,MrHZ Outside HVM Approved 1012112017 1� R hd..t AN" Approved Detlon Pressure MUM Version Revision 2017 PLa'7e4FR11 Prpdecb Need Borah RooMg I MortWUWite Category: Roofing BuhClianceoti Rooting Tibet CompliancelWoo Method: evaluation Ihom n Re ■ Product Evaluation Entity Carried Eodoeer&L DKyalkmBy Thomas Jemma6 WPMO Uniform Evaluation Gary W. Vhksr (602) 209-2288 Services LLC. (205) S54-0160 thpmas.JenvmneUQDoral.ce m $MLA9fae0Q! Yelwerd Submitted FACAwgtmW 10118/2017 10106=17 Approved .for this Approved for Use InMVHZ Oubi&HVHZ Approved 10/212D17 Jgyggd Resistant Bktm Approved 22" P.0 CIO O 28 Vet 9W Medium ROM.- Lake woks, FL 1011)42018 No Y" WA WA 16 Sammy 9011 Flat Profile - Reft CA 10042018 NO Yes WA WA 17 Saony 9W • County Sift, Hartford Slate, Shake, SI■ts, Spa Qk English Thoth Felt Profile - Stockton. CA 10/04W S No Yas WA WA 18 Saxony 900 -Country Sete, Shake &amp; Site Flat Prof" - Henderson, NV IWK04Wa No Yes WA WA }+ O Lam Florida Departinent of Business & Professional Regulation Building Codes and Standards page I or I Inpmta Florida Departinent of Business & Professional Regulation Building Codes and Standards Pep. I off V501e Florida Department of Business & Professional Regulation Building Curies and Standards P.ge l e l 1rsm1e Florida Department of Business & Professional Regulation Building Codes and Standards pep, a,ICU 1152b18 M W Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail w tLd]i a EI ffiLt S9de Ilan Version Iral Enterer Cooled Enakn ALha Validated0,r 2Jk 20 Yalw.d AWmltld Dole Pending Irk PBD.Aowrevll Aerrsved aer9M L'l#71494tll hat Version 1 Enft er long ErAk rA, License ValdatdBy Del Del Validated awkmmd Doe. wnmmrs Rik PBQB—,d Approved Bkher FLefsoTSRS 220 mm version McDYiffiliffiat Ernest or carded End— aLl— Valdatsdaw Irk Bsk Date pending MaNIMd awtmmed FSCAwrerW DW Apprand Ali" Gods roan Version M rer Shale Sdiok6 EmilreMr&Lk ro Vatk"edBy 20 t paw freedom halt V Udekd Bwhmwd FBC ApererW gw Aweraved AMR e G Q Revision 2D17 Sorel Roofing / MmWdJeft Dab day: Roofing SubCsbgory: Roofing TO. compliance Molod: Evaluation Report from a Product Evaluation Entity Thom" Jerrenett IAPMO Uniform Evaluation Gary W. Weser (602) 289.2288 Services LLC. (205) 854-0100 thomw).—.UCboel.m m 10116=17 101O 2017 1021/2017 Approved RevWce 2017 Sorel Roofing I M..WLKM" Category: Roofing Subcategory: RWdn9Tpse complan" Method: Evaluation Report from a Product Evaluation EnBy Thom" Jsmnat 14PM0 Unkmn Evaluation Gary W. Walker (602) 259.2288 Servlose LLC. (205) 854-0180 thomaeJaamltQborslm m 10118=17 101082017 101212017 Approved Revision 2017 Global ProYWon Products, LLC. Category: Shu"rs Co pal ory:Storm Prot Compuaecs Meend: Ewluelbn Rsportirom a Florida Registered Afdhled or a Licensed FMXks Professional Engineer Tim Robinson Wider A. Tit& Jr., P.E. John W. Knexovkh, PE (964) 689.7545 PE44167 (054) 772-6224 dm.robinaonQpppentcom 09008=17 OEV312017 OB/112017 121122017 Approved Review 2017 Globel Protection Products, I.I.C. CelsporP: Bhutan; BubCabpory: Stom Parch Report from I Florida Reghbred Architect odra Licensed Florida Professional Engles Tim Robareon Water A. Teal Jr., P.E. John W. Knezevich, PE (954) OW7545 PE44167 (954) 772-6224 tm. cerrm 0WOSM17 08/312017 0911112017 121122017 Approved Z Q PLgr&W-R11 Predueb flJr64aA11 Products and 19 Product Me".Number orNam Saxony OW - County Bass, Shake, State &a p; Spin Shake 2dialkAdtluom Product Dowerfortion Contract ExobvMm Doto Flat Profilo - Lake Wails, FL 111AMlacl6 Aww@Ldfor Um Anonrysd ID.H181Z owwftwm No for Use blew Resishant Yea WA Design Pressure WA Bldd 20 Product Moral Number or Nam Saxony 9W - Shake &amp: Sete PM&W Dowilhillarn contract Lwkwjon BONO Flat Profile - Lathrop, CA 10M42018 Approved for Use Anwor4d inHVINX oualmekJYtK No for tko h ..d R"INW Yes NJA broke PJtaeurs WA A29tt 1 Pro" k dal. Number or Name 20 Gap Galvanised Se"i Storm PaneWI M1Z Qualkii Am Pmduct Dendadon colonel Exarmbn Deb Corrugated (rshwaked Steel Same Panels retained 121312019 or not by tratlte o provide hurlcene protection. AwprarsY.fee Uss Approved tar Use In 1�outside Yes Yes IM20 gnis m Yea !ate Preserve WA ffii 2 Prim mom. Number or Mar" 24 Gage Galvanized Sled Stom PonelaMHVHZ PCB Contract Erdresat Date Comgetd Gsivanlzed Sent Sbnn Panels et kid 12/3f2079 or not by tracks to Provide hurricane protection. 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A 1.3 CU ja PrQuality Assurance ARRMMUKAM Flli§V�M Produces co outside oduct StSearch Clft& rand Category: Structural Components (813)6214641 (786)315-2590 nstanch Crawls < tal Stand Board Rim Bond Oa13/J2019 No Yet WA WA 1 Nqh Shanptlr Concrete Lkht 4, 8, 8, old 12 inch wide MEW 0911112018 cz Cn IU! 3 �jmw� �, �, ld �`� � dcV le s I