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Home My WebLink About35909 Saddle Palm WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Alov. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius 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 AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alterriate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foott Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or GaIv. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or BIT. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass(door) GYP BD or Gyp. Bol. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet H DR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir emu Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KtWALL or KtWall 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 TowelBar 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 TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double 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 me 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 LIC 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 Vorv. Valve (shower or tubtshower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V. L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional Worw Washer ELEC or Elec. Electrical PC Pull Chain Worw/ With ELEV or Elev. Elevabon PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone We or We 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. Parallarn WDW HOR or WDW. HDR. Window Header 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 FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) 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. 09-11-18 3.1 REVISED DOOR AT A/C CLOSET ALL f%^— 10VORk wv%s P� C A(A'r/0 _0Z, OROA 8L10&fPL Y �qN 10, �_'VD 7-H,,.- Crn. REVA11 10 =11 I = Em= INI INI Am 118M 3341 INDEX 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 7.2 UPPER FRAMING PLAN Ll LINTEL, DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WIP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVAL NUMBERS PA1.3 PRODUCTAPPROVALNUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I 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 F13CR (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 considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 0 0 Q_ (D C3V) W C-1-3 4--J L1J 0 LU ZZ:) 1�0 CNI M Nc� who C) L 0 cc I U_ co < A—L ci C> E4 Z CL; LU , Z Ail "!&P? V% LL Z E JZ. Lw F '0 0 F a nill1w, To the best of the Engineers knowledge, Information and beilef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal, LENNAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 6 a. 0 U U, F— LU LU 0 CL I's— M U, Z -0 T 4.� Cc LU 0 W > T__q :> 0 U L'n ON r4 Lu < Z 00 V- Z LU r*4 Ln _J. UJI X < < Z to M r-4 C) ck Z Z tU LLJ LA Is 0 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 3ol SHEET NO. CS UA C.2 � N Z TYP @ 2 STORY 50!_011 ®r �im DO L P 4'-2" 1IT-1 1" 51-2H 18'-4" 8'-5" -------------- ------ 0 H.B. 6068 S.G.D. TE ilf=� 35-SH . ................ . ........................................ 35-SH 35-SH EGRESS AC PAD) C SS 0 FIBERG 2LA SUR UND T BEDROOM 2 T 8'-8" CLG. F�MILY RM PLUMING CARPET STACK 8'-8" CLG. _E- CARPET 0 2 8 , I 8 T-15" 6-10j'I =a: Lu 4 Z 2068 BI-FOLD I I (2)2068 2668 BI-F( 00 AHU W. 1. C (3) 2 X 4 # 2 ca ce) ------- SPFSTUDS 7' 7 8'-8" CLG. +42 SLOPING HAL� WALL T R&� H1 (4)2X4#2 C UP 16R >_ cc 1(3)2X4#21 SPFSTUDS-\ ES3 SPFSTUDS M 12X4#2SPF STUDS @ 16" O.C. 0 1 2.! 3,, 411 51 6.1 7 1 O� 11 G.T. 8! 9 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN 2X4#2SPF EDGE OF SLAB 2' STUDS @ 16" O.C. BEYOND WALL S3) REQUIRED PER FBC (3) 2 X4 #2 (3� 2 X 4 #2 SPFSTUDS S F STUDS 3 CAR GARAGE KCRI� 8'-8" CLG. H DR AT 8'-0" 50 STUDS @ 16" O.C. 2 X 4 # 2 SPF 10-47 64 4 - - - - - - --- - - - - - --- - - - - - - T - CAFE 8'-8" CLG. _TILE__� 9'-2" - i.T, 1 :i D.W. I- _J1 I 1 1 El I I 01 9 W W a z ____0 ------- CL M C11 - - i z 0 OPT. �REF;--_ KITCHEN - - TILE - - __ W 0 - 40 - Lu E'-8" =111 J. Wo I US I ILE to QU) 1 2668 BI-FOLD 5-SH 16"DEEP C� IJLJ 2:111 Wo go 101-101, 5j" flit 9 EC Y Ef FLEX co 8'-� I" G.G. 8'-8" CLG. �i T LE CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 00 25-SH co EGRESS 25-SH 1 %ETAY -SL-Fk! cl n 7! r- - - - - - - - - - - - - - - - -- 1 16 x 7 OVERHEAD DOO R I I 8 x 7 OVERHEAD DOOR --------------- --------------- 2 _N 9. T L-0 OR- _A_B VT K 2'-0" 6-6" T-10" Z-101" 4'-4- 2'-0" 8'-0" 2-4- A" T Y P @a) GARAGE 16-0" 2'-0" 12-4- 8'4". 10'-8" 181-81, 50'-0" 1 TYP @ 2 STORY N HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 7 1/4" LVL 2.01E 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 ADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" 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 R302.1 1, 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. Bid. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter, (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply With Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. 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" +29.7 -30.8 +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN SHEET 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 I I I I I I I I I I I I I I I I I MASONRY HGT. @ 8'-8- A.F.F. TYP. 2x FRAME WALL 1111IN-1512 " �v i �_, INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All 1ST FLOOR LIVING AREA 1358 2ND FLOOR LIVING AREA 1996 LIVING TOTAL 3354 GARAGE 644 ENTRY 32 TOTAL AREA 4030 INSULATION REQ. LOCATION R-VALLIE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED FIRST PLAN -A EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-1 3 KRAFT FACED SCALE: Y4"=1'-0" I (GARAGE / LIVING) z� C', Ln 0 CS Q) C-/) 4--J LU 0 LU 0 LU < 0 01 X 0 A C D*,) z- e.;?: LU C JU k LL E na% WV Si OM 0 F E S To the best of the Engineer's knowledge, information and belief, the structural plans and speoffications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Enginser's signature and seal is only for the structural engineering portions of the drawing pages beering Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 �yww.Lennaffairnpa.corn uj ow ffia :z §z 1._u 2�� < CL o "a Q. F- cc: 0 z N%.000 0 ILL 0 > W z < U U-) R 0 96 U 117114 00 Mal Z Z r,*4 Ln UJI Lij X < Z < z t7j 0 0 ciii Z -.5 LLJ 4E X SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER_ VERSION No. 3ol SHEET NO. st "A It;, Sim r3"?M �2 �, �2 � (D 8> q) W/ MSTAM3� 25-SH 25-SH <�> W/ MSTAM36\. 23-SH 25-SH 4) <�> EGRESS BASE TEMP. EGRESS BASE EGRESS R&S (3)2X4#2 SPFSTUDS 0 BEDROO� 4 8'-0" CLG. CARPET MASTE SUITE 1 2 8 8'-0" CLG. 2 X 4 #2 S3F @ 16" O.0 26 CARPET EXT. WAL (TYP U.N.( I C 3'-10" 2--6" L. 24" 31-10" 91-91, 2. IT-71 f_72 0% 2 W.I.C. A ER� 8-4- CLG. LO (2)2668 - - - - - - - - - - - TIL TIL BI 0 N C14 BI-FOLD R&S C14 I I I I I Ilk TD - - - - - - - - Rj� 00 0 (0 LAUNDRY N TV 8--b" cLG. t _T _.l___ -_ NI/_ 00 co r111100 PLATFORMS 00 C141 30.. A. F.F. z (D 0 a: (2)2668 BI-FOLD 3io 1 I F_ 0 X U co cn C14 1 1 1 1 DN 16R 611 711 1 11 1 3 4 5, 71 8! 91 10! 11!1 1�1 131,14' 1-5 1 <8> 60 M N _42N868 AHI, C I R/A 1 1 42" HALF WALL 4) Cn BATH :3 d TILE r c -;3� i5o BON SROOM �e-0*' 25-SH EGRESS 0 2668 BI-EOLD CLG. ICARPET 4-SH 16" DP. rN C14 CN (2)2668 BI-PASS I 8'-6- L 4'-6" 17-111" 2 17'-4" to BEDROO� 3 T I A TILE: 'KN BEDROOM 5 ;0 T-O" CLG. 1 8'-0" CLG. CARPET ;0 T CARPET FIBERGLASS 25-SH 25-SH 3 W. 1. C. D2 �q 1 8'-0" CLG. c? Sim 2 4) 4) 25-SH EGRESS 25-SH G.T. 25-SH MSTAM36 <�> EGRESS4) BASE 9 N <�e 6 D2 S -W MSTAM36 BASE 1/2 34-SH CD r3 ill T- HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2XIS #2 SYP W/ 1/2' FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <e(2) > FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2- FLITCH PLATE <e>(2) - 2X12 #2 SYP W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 9 1/4- LVL 2.OE Fb=2600 PSI <e>(2) - 13/4" X 16" LVL 2.OE Fb=2600 PSI (2) - 13/4" X 7 1/4" LVL 2.OE 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 140C EXTERIOR 2ND FLOOR BEARI G WALL SCHgDULE HEIGHT STUD SPECIES SPACING SPF #2 8-41 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 >91-011 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 -A SCALE: Y4"=1'-O" 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 13/8" 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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 m sp ere 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 ASTIVI 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. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -30.8 I- �Ij +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEE SEE SN SHEET PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE H WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURET-+34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL I NUMMMKXKMIIIIIIII 11,11111111111111111 jjj�� INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All 1ST FLOOR LIVING AREA 1358 2ND FLOOR LIVING AREA 1996 LIVING TOTAL 3354 GARAGE 644 ENTRY 32 TOTAL AREA 4030 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 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 KRAFTFACED C> U) Cl Q) 4-J LU Z 0 LLJ Z3 E 1 (2:1 LU - CO r�- C-4 F, - C) Of I U_ C� -00 I IV M Lo 8 Al N,C,8 v� cb Uj Wj LU CL: z LL :::,AL G.0 Vw jDST5N < F: L. 4u 'YOFESIS% f"(1111111 IwANNN To the best of the Engineers knowledge, informabon 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 1 6 cz P Uj z 0 0 C., uz, 8 < Uj 9 CL 0 U z 1 z 0 0 _j U_ 0 C) U ro 0 < r-4 00 Z z LU V- r-4 Lli 2: < < z Z U) 8 0 r_% C� Z CL LU Ln 25 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 3al SHEET NO. 1.2 ao z 9 M BATH 2 b FIN. FLR. KITCHEN E? F_ HOOD E? 50 Cn IUL L UL U 9 I LL4 [9=1 lju��A gn=ju I KITCHEN MIRROR wA� __7 BATH 3 __ __ — I I . . ... 1. �. —, _, , . " %�J- — ^ - 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 9 f4. 9 r_1 BATH 4 'OTAL RISE = 10'-0 3/4' 16) RISERS AT 7 9/16- 0" TREADS w/ 1 " NOSING 00 KITCHEN ISLAND MIRROR MIRROR �A_ A X\ U4=� LL_=_4U LLA I 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 3/8 inch. Tread depth: 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. Windom: 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. Handralle: Handralls 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. Handralls adjacent to a wall shall have a space of not less than 11/2 Inches between the wall and the handralls. Grip -size: Handralls 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 112-Inch gypsum board. MASTER BATH INTERIOR ELEVATIONS SCALE: 1/2"=V-10" STAIR SECTION SCALE: 1/2"=V-0" 0 U) 4--J LU (DIM 0 LU 12-1 91cil A I U D. T 10 T' LU Z LL GCOW < -J VD - lop F LQ.. 0 E S To the best of the Enginsees knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Enginser'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 J < LLJ 0 Z -0 0 2: 0 > U_J U P 0 00 UJ Z Z Lu V, Ln Z Z t—u ca 0 0 ck Z :5 LU X: rn T-4 0- V) 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEEr NO. 2 �1_ too 60 BD 9 F_ F 12 5F�:� HEEL HEIGHT HEEL HEIGHT —7 f.—O.—P -- — — — — — — — — — — — — — — — -------- ----- Ll HDR. HGT TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS -A. — — — — — — — — — — — - — ----- — — — — — — — — — — — — T__ I" x 1 C SMOOTH TEXTI IRED HEADIBAND ,,,- 1 " x 10" SMOOTH 2nd FIN, FLR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - TEXTURED T.O.M. CJ / WEEP HEAD/BAND CJ WEEP - - - - - - - - HDR HGT - - - - - - - - - TEXTURED CEMENTITIOUS \a FINISH ON C.M.U. (TYP.) F.FL. L I 12 5L,,--' ----------------------- ----------- -------- 1 " x 6" SMOOTH TEXTURED L HEAD/BAND L 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FRONT ELEVATION — A SCALE: 1/4"=V-0" _46 HEEL HEIGHT — — — — — — — — — — o! — — — — — — — — — — — — — — — T_ _7 7 77 77.— 7- —,-7- T.O.P. — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — HDR. HGT. — — — — — — — — — — — — — — — — — — — — — — 7 — — — — — — — — — — — — — — — — . _k TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) Ci Ci — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2nd FIN. FLR. CJ WEEP I I T.O.M. I L L RFL. 9 I- 100 co LEFT ELEVATION — A SCALE: 1/4"=l'-O" 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 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 baniers 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Spe6ffications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented solfit is provided due to fire protection, the contractor shall use the following approved vents: e LOMANCO DECK-AJR (Shingle lqoo� - 9 SO. IN. OF NET FREE AREA/ FT. "Formula: (Sq. Ft. Soffit Needed) x 7 m (Sq. In. Needed) / 9 = (Unear Ft. of Deck-Ar Needed) Ir :z cl) V1 0 C1 W z;; 4--J LU -a)o Ln CD LU 0�� C) <1 ffi < A I ED. N- C 0 -D- C IT z CL LU 6L: ly Z U0 FD M r)qp (0 < u 7:: C; F L .......... % "�OFESSIOq To the best of the Engineers knowledge, Information and belief, the structural plans and specificadons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the ftetural angineedng portions of the drairwing pages bearing Engineers signature and a". LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 'R z U) ci� z OZ UQ )!tl LZU 00 :> L.0 N M�io Lu � _J L.0 L-U Z� z C) 'a 111� M > W 0 U (A :z 0 CY-1 C4 N cr_ ILL I 00 V- Z UJ N Ul) 6i < z (%4 0 Z Z t-u LU 0 CL In E SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEET NO. 3.1 :Z1 00 c? ED III -100 -1 00 c? zo 9 F�_ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS .�� j _r.� 1 HEEL HEIGHT ------ - - - - - - - - - - =.Z 7_ 7 =1 _.7Lz zr — — — — — — — — — - - - - - - - - - - - _=1 =7- I - - - - - - - - I _T T.O.P. - - - - - - - - - - — _ --- - - - - - - - -- - - - - - - - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP.) CJ Ci 2nd FIN. FLR -- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I T.O.M - — — — — — — — — --- — --- — — — — — — — — — — � CJ / WEEP HDR HGT - — — — — — — I F.FL TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 -7-7-7 HEEL HEIGHT H_EE_L_HffIdq-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ -6 --' -1 �'_ I I T. . P. - - - - - - - - - - - - - - - -- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t _�_ L HDR. HGT - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - t� - - - - - - - TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) Ci Ci 2ndFIN. FIR. - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - T.O.M. CJ / WEEP - - - - - - - - - - - - - - - - - L - - - - — - - - - - - - - - - - - - - - - - - - - - - - F.FL -- — — — — — — — — — — — — — — I I J I TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - A, SCALE: 1/4"=V-0" RIGHT ELEVATION - A. SCALE: 1/4"=l'-O" 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 ASTIM 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 fleshing 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 winclow/cloor 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 oi 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 vertfied with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. 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-AJR (Shingle RooQ - 9 SO. IN. OF NET FREE AREA / FT. Foffnula: (Sq. Ft. Sofffl Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) 0 0 R�� He 4—J IJJ 0 ILLS LLJ C21 cc-, c') C'J C) 0:: < LL 09 co A MID-1 -67, F 'W/, Ir V 14—MJIFI U) Pq c" zpt � oc g;�- lz�/ Z- (33 LL_ LU 1 LU � LLI . 0 UM :'A �ALE ',3b' F L e S Si 0 To the best of the EngIneer's knowledge, infomation and belief, the structural plans and 3POCifiCallons 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 Enginser's signature and seeL LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com UJ z FM 0 0 z UJ 0 LLI LCU) z 'a V) 0 > M U < Cc: RE < U-J r- P 19;5 b PMR - 6:t < 00 Z Z W _J Ln T-A 'jj LU < z CD C� z Z :5 t J LU 0 r_1 -I SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 3ol SHEET NO. 3.2 211 VARIES 11-101, CAP CAP 2" *NOTE: I I C14. —1 RADIUS C14 FOAM TO BE USED ONLY WHEN 1/2" RADIUS REQUIRED BY 3 1/2" RADIUS - COMMUNITY - V-51" 04 ;0 SPECS. IF NOT, 04 3/4" RADIUS zo '1 -1 A.. 2 DETAIL TO BE 1" �2 OPENING VARIES BUILT Wt STUCCO. 1/2" RADIUS — 17, a7 V-011 1/2" W 1-, 0 4 <0" EDGE OF OPENING 7 1? 21" VARIES �1) - 2 . I Oil ---1 �- � , 1 �" VARIES 04 1 1/2" RADIUS 4- 4" 421" 2" 2 1/2" RADIUS Cl LO L.0 C14 0 LU v r )k1t (.h VARIES (,n 3" 14 M 123 BASE BASE C%j 008 C) :§ -� . C!f 0 0 CD, 4" < 0) *NOTE: VARIES 8- 2" FOAM TO BE USED ONLY WHEN R D By on *0 3" ci C4 C� REQUIREI z z COMMUNITY L 7 V-6" SPECS. IF NOT, OPENING VARIES 2 W ill V-41 DETAIL TO BE 2 —2 LL1 _j�, Z; lit t BUILT W/ STUCCO. L--j EDGEOF Z,Ei ZV5 OPENING R < Pop LU WWW.FDSENG.COM 1-1 0 1-1/2" THICK 1-1/2" THICK M 101, CD 4- C14 101. 6" 2il. 4 C> J— U U.1 T& W W 2- LU To the best of the Engineees knowledge, Informeflon and belief, 1-1/2" THICK the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 2'4" Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 2'-4" V-10.1 Engineers signature and seal. 4" 1" 51- 52 V-5' .1 1 511, 1-4- 3" 4 N LENNAR 1117 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 I-l" VARIES VARIES 2 www.LennarTampa.com U) > i VARIES VARIES uj z < 4" 8" F J- ;0 r --------- 6" 4" KEYSTONE F1 1 KEYSTONE F1 1 E 8 0, OPTIONAL OPTIONAL —j 08�fz 00 4j" ZD L3 1 1. It 1), 3" 17 U) LL 2- r 2' )tKEYST( OPTICit L3- T 1' 4" 1. 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 1 1 LU NOTE: a INSTALL OVER STONE, TYP. VARI o FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH z -0 a FOAM/ EPS MATERIAL IS 01 ACCEPTED T--I CC z 0 NOTE: :j uj 0 • FIN. TO HAVE TRADITIONAL LOOK & 2--1 114" U (1) Cr SMOOTH FINISH V-6j" 2" 2 5j" 53" W si • FOAM/ EPS MATERIAL IS ACCEPTED 4 1..— ;z T-8" >< 196 P 8 � 4" T-0" 4 — fC41— C'4 LU 0, i tt 10" 1-4- 101. 094 z —1 ZD (D 00 N I 00 z v- r4 ISO: z C14 Uj Ln L'L —j V-4 Ili J�.0 1 IJj X 04 < � !1k �11 z r4 z bj- z cc Z LU 0 r-1 1 --1 0- U*) a SCALE AS NOTED co M DATE 11/2/2018 f2" TECH: KFRAZER A VERSION NO 3ol GENERAL NOTES: SHEET NO. * 1.5 LBS DENSITY STYROFOAM F1 a POLYCOAT (HARD COAT) a ACRYLIC SAND FINISH 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 10 #14 copper to lights& Outlets NEMA 1 200 AMP 0 #12 copper to 20 amp ckts IN 010-2 copper to WH #10-3 copper to Dryer ME E M T N R T nor 4/0 SER Alu 200 amp ISO amp r POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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 WEATHERPROOF DUPLEX OUTLET 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 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ��LED LED CEILING MOUNTED LIGHT FIXTURE �_o WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN " WN 11 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) fC H] CHIMES (OPTIONAL) 14�1 PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) US13 TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE Wif ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS H.B. 5' mill r_ — — imam j�.NITCH 0 now, I NOMM11111, - W 1% IN N REF. 1� i2oE IM 111 11011 1 Boom E� m J� Er 61'a- oil L j WP Disc. GF1 BEDROOM 2 ____1 1 4 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE M, 1?4 owl I I #I GrI �a) A.F.F. WI I G %I FAMILY RM 1 ROUGH -IN FOR FAN/ OPT. CLG * I LIGHT PRE -WIRE db W ci � -4. FLEX ,2 ROUGH-INFOR OPT LJJG� CLG. FAN/ T PRE -WIRE ENTRYLIGHT- AS PER SPECS I I I I 1 1 81 9� 10111 1 0 �111 INA I P I I _j Z W 0 Z a. GARAGE LIGHT AS / Af PER SPECS % 3 CAR W _j GARAGE W LIGHT AS GARAGE PER SPECS GFI FOR =E GAR. DOOR LL PREWIRE 0 Z Lj� 0 LL: r-------------------------------- - =1 @ 4401 GFI FOR A.F.F. GAR. DOOR 6 PREWIRE r----------------- I --------------------------- ------------------------------- 311 r—mr-I VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN — SCALE: Y4"=l' 01 00 0V = Z;; CA— E3 U) Z: un 0 0 Qj C-10 4--J Lu U LU 0 Ln = —_1 125 F_ t'n LU I C23 GO La CM4 -co im Lo pi (1 0 I AI D. N-C-B-D-C CIO '00 r" Z6 us dE Z US] C$4 LLZ LL1 C14 WWW.FDSENG COM U Li M C=> C14 L01 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 draoring pages beating Engineer's signftre and sul. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z g W CL_ "u _j < EE 0 laaaaaa Z -0 T-eall LU U.1 0 cc 0 U U) 0 ILL P :Z bogi C-4 00 5M Z Z UJI (14 Ln Z -I r*j o Z Z t—u Ln 9 0 Z SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 k4=k_ I %=I DUPLEX CONVENIENCE OUTLET I zfs'. PEP= DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Aph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 61, THREE-WAY SWITCH FOUR-WAY SWITCH _j)4 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN Iwo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FUH] CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) FTq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER own ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP Do #12 copper to 20 amp ckts 10 #10-2 copper to WK 0 #10-3 copper to Dryer METER MAINT 0 or 4/0 SER Alu 200 amp r 150 amp POWER CO. INTERSYSTEM BONDINGy TERMINATION PER NEC 14,250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. UPPER FLOOR ELECTRICAL PLAN —A SCALE: Y4"=1'-O" Fm. 001 y 0 1Z Cj_ U) 4--J LU U 0 U-1 kn Q'_ V) 00 u_ .00 cl- _ct 'S Ja— in S. k a< Ci Al aw U) U. 10 LU N 0 UZ Z m LU 0 U R WWW.FDSENG.COM Li Li C:) To the best of the Engineers knowledge, infonTiabon and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LIENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Lu Z A�-w r- F. 8 08 < Lu 8 c' j CL 0 _j < 3 Z "D 12 or- 0 => LLI rO -j LU _U V� P 196 LU CL 6 R i � P 00 LU Z Ln LU 6i Z C) Z Z U, 0 rn ck T-4 :n CL U0 S SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEEr NO. 4.2 am61 sa 01 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1 /150 Rule 1/300 Rule Ridge -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt mt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to bU IN. Of SQ. IN. Of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 23.0 1.0 Floor 2002 1922 275 961 69 480 483.0 345.0 1 38.0 (Z one 1) —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN —A SCALE: Y4"=1'-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 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 ASTIVI C 1063. R703.7.2 Plaster. Plastering wl 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 followring. 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 intersecbons 0 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) e OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT s 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: e LOMANCO DECK -AIR (Shingle Roof) - 9 $0. IN. OF NET FREE AREA / FT. **Formula: (Sq, Ft. Soffit Needed) x 7 - (Sq, In. Needed) 19 = (Linear Ft. of Dock -Air Needed) 0 Cn Ila CL_ :z 4—J LU ra 0 LLJ ra U LU Cc CN .2.= U. 00 0 Al I ElDe on ft 00 F_ d C� 1�1 0 z z U) _J 2 L LL1 LU 3 z AIL LL n YDUNG.0 T 0 O';;i FC-S Q, To the best of the Engineer's knowledge, Information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Oth 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 1 6 a: Lu 8 C) _0 CL 1*4� z z :z 0 U U-) fy, _J LL 0 r-4 0 Er < Z Z 00 V- C"4 LU _J Ln T-4 Lli N t.0 r-4 z < z < z 0 Z rn '-4 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO - 3ol SHEET NO. 5.1 NOTE: WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F- OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 6-10" 3-4- 3'-5" 5'-2" 5'-2" 4'-0" 6-2- 4-4- 5'-2" J UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU v STEPS AS TYP @ 2 STORY v LU REQUIRED W H.B. PER FIELD CONDITION S -M. . . - r- 0 M /7-9 r IBM 2ukgs-� PROVIDE I Y2" RECESS SURROUND FOR SGD. REFER TO 0? ILL MASON'S SLOPE FOR WIDTH I L 11 L SDwC-% 7 1AC CHASE C14 lie U-011 EASED ON LOCATION -01, 01 jo! % &D 17'-6j" 9'-4" Ci r t Ci D.W. 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY STUB UP TO e-4 r 3 -1/2" MIN 2500 PSI CONC SLAB Ilf 0 7111 1 1 OVER 6 MIL VISQUEEN VAPOR 2ND FLOOR Ci FOR A/C 9 iiL-Jil BARRIER - -� &D 41, (1 1 [IF--, I I Z11 11 1 1 Fn '1 CD 1*2 IP 1 '1 '1 111'! v v Lu C14 z 2'-6" X 2'-6" X 1'0- 3 1/2" 1 L W/ #5's E.W. co CHASETO C? N ISLAND BUILDER TO PROVIDE fION -- OP TcJ APPLIANCE PROTE C WHEN REQUIRED PER FBC 9 &D 21-611 X 2-4- X 1.-011 M W/ #5's E.W. OPT. REF. 9'-4 7,, 2-2-17 8 10 --7g 19' TYP @ 2 STORY JJ/S6 FOR (SEE STEM OPT.) 9 TYP @ 2 STORY 6� Ci Ci ci M3 T INDICATES FILLED CELL W/ 000 PSI T U-011 CONC. GROUT FROM FT BEAM W/ (1) #5 REBAR VERT ABOVE SLAB e -f PROVIDE Y2" x 9" RECESS FOR FRT. DOOR TYP @ ALL PLACES SHOW 2 ST RY (2) #5 REBAR HOOKED FTG. DOWELS 5" BED in (2) #5 REBAR i VERTICALS wl in W/ 25" EXT. ABOVE SLAB "G ADE40 H. ;0 VERTICALS; w/ in S3 FILLED CELL STEEL" w .1 FILLED CELL V* V-8-- V-13" 2 ST RY CY) 9 0. 3--10" 6 2'-8" 6 3'- 1 6 S3 to 1 3 1/2" ;0 ;0 % T-O" X T-O" X 1 '-0" 0 W1 (4) #5's E.W. 04 I-YP @ 2 STORY 2'-6" X 2--6" X 1 '-0" W/ (3) #5's E.W. 12' 4'-0" X 4'-0-t X 1 --0-- W/ (5) #5's E.W. PWII FOUNDATIC CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. —Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" :Z < V) 0 LU 0 LLJ LU — lt'� 01 < C) W) lz� A I Lu U) z forr "o yj J01- I goo z Cn 'RN C d6l F o.F . .. CIV F 'reollf(Ij 1001 L1 M7 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2,5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18-8dX1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/ F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 112" RT1 6A 1380 116n Q-11 n1i x 1 1 /?'& 8-1 Od H HTT4 3610 3105 1 5/8"ANCH. /08) 10dxl-1/2 HTT4 2715 5/8"ANCH. 1(20) 1061-1/2 i HTT5 4350 3740 I51r ANCH. / (26) 10dxl-1/2' HTT5 3225 518- ANCH. 8) 10dxl-lQ K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 518"ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HDZEI * 6645 5650 718"ANCH. 314"STUD BOLTS TDX1 0 7845 — 4 - 7/8" DIA. BOLTS N L 1-626 1165/1070 1005/915 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 1335/2820 .8 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" a HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 112" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 112* MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-112" U MGT/MUGT 3140 3140 1 22 - I 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)1 Od NAILS AND (5) 1/4"x 3"WEDGE BOLTS .X. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT2 12 - 10d HCP2 645 555 12-1 Od X 1 112" 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS A A 11 B) A I (A) 1+ —1 OR 2 PLY CARRIER /'T-t—r-T- 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 H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 'e,2 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r: 1;jR 2 0 A) e INTERSECTIONS. SPLICING T� OV OV , T�%W TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ZMAX 2xl 2 @ 24"o.c. CUT TO SLOPE — 2x1 2 #2 SYP. LEDGER. FEILD VERIFY TOD OF LEDGER W/ H3 TOP & BOTTOM TO LEDGER (MASONRY) —1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2"WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4"- T-O" MAIN FRAMING PLAN —A SCALE: Y4"=1'-0" 00 2 f 33 __j fl- t00% wid Ln (D Uj ru U 0 LU th 0:: V) ru W co 120 *9 C1141 0 o U. Ch Al 'T z LU E; IF I 11v z um < F r3 OF Silt , I w I 14 (it " To the best of the Englneees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E IM NARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 Lu z 0 Wz 0 z -0 0 > < re) u- e3odj r-4 < 5 9 Lu 00 Z Uj r4 Ln Lij 2: Lii 2: < < Z z tu co 0 C:) (� Z :5 LU rn T-1 10- V) SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEET NO. 7.1 0 5 UPPER FRAMING PLAN -A SCALE: Y4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C-- 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 - 10d x 1 1/2" RT1 6A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8"ANCH. 108) 10dxl-1/2 HT74 2715 5/8"ANCH. /(20) 10dxl-1/2 i HTT5 4350 3740 5/8"ANCH. / (26) 10dxl-1/2" HTT5 3225 518- ANCH. 1( 8) 1061-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L HD5B * 4505 3785 5/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX1 0 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 1005/ 15 8 - 1 Od x 3- JUS26 1115/1060** — 8 - 10d P HLJS26 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 3 112" HUS28 2570/4345 — 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1 1195 1 1005 14-1 Old x 1-1 /2" U MGT/MUGT 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W1 SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od 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 1/2" Spi 585 535 10 - 10d SPT22 685 SP2 1065 605 12 - 10d SIPT 12 - 10d HCPi—j 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 W1 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24�' OC FOR CARPE7 AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) A T`z& A I (B) I I (A) T\K I+ INK INN jk\-11 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128"x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H 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 C5 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS p INTERSECTIONS. SPLICING X�� T�S�JFR—J T� XSV TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. 0 M 00 < U) V) 0 Cz Q) C—j> 4—J LLj 0 L.0 0,- M 04 p 'Or - CD c ED. '40 z U) c; LLI U 9!21L`�- 113LU SEEM "C 3� a; t R g z 0 � iI f/141 2 53 1 < z LL z N! z 4, E �.Fa M < F 16. ........ ol "No To the best of the Engineers knowledge, information and beiief, 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 z g 0 z L) �ffl 0 Lu < 8 C14 ti a CL Q— 0 zz j 0, z o F— z D x -0 M L- ;Z M 20: > i--n rt) LL. LLJ 116 0 1 f-4 a CL n 00 Z LLj ul L,Lj 2: 2: < < z z t ca 0 9 0) z :5 LU uj 1: r-I T-4 0. U111 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' SHEET NO. 7.2 8F8-1B/1T (A—) V12/ GENERAL INSTALLATION N TIES 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, LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical call 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 U1 80. 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 Safe vertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE 8F8-OB11T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8RF6-0B/1T 0 0 0 0 10MO 8 8RF14-0B/1T 8F16-0B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T 8F'I6-1B/1T 0 co 8F20-0B/1T (a moo M WMM 2F32 OB/1T BRF30 1B/1T 8F28 0B/1T 81`28 1B/1T A-1, M_ (9 T F = FILLED WITH GROUT I U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- EB/1T � tNOMINAL, i to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. fc precast lintels = 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 I 1"slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8, Mortar per ASTM C270 type M or S. FORM & GROUT SOLID _fir _j BAR CONT. 0 8F12-1B/1T (Z VLINTEL DETAIL SCALE-N.T.S. RBWM IKVJA RIMM EKYA REBAR AT TOP IN. (1) RECI'D T ALTERNATE POWERS 4 /2" LEAR STEEL LINTEL A 4 #5 REBAR AT TOP 4 MIN. (1) RECI.D 1-1/2"CLEAR GROUT > --#5 REBAR AT BOTTOM OF (L W W CO LINTEL CAVITY � Lu 0 E �_ (1) _j X -BOTTOM REINFORCING (PROVIDED IN LINTEL cmd , 0 S � �0 �L 6 x Z 4" #5 REBAR AT B( 1"ACTUAL FNAL 'WIDTH LuH I L <1 AS INDICATED (VARIES) wl-�x a � & 1 L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L INTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specIficatIons for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers spedfications. 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 cemenfitluos coafing. See contractor specifications I 0 0 1Z _y I QD V <c __j 0- rum tj U) V) —.: 0 Cl (1) 4--J (Z U 0 Ln C—/:) Lu C1 — LU F- Ln C) LU E Cl) 0 C) < 0 N-C B,D,C 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 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, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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 (11524 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 12 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 Y2 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 51TMS 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 TIR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA, REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE *C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WIL TOTAL DIL + WIL 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+P CONCRETE NOT EXPOSED: 1 Y2. GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STLICCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8* THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTIM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiV'ATH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO"J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION m 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 troatment contract renewal shall be provid6d. 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. Irrigation/s zrinkler, g 11 risers and %sterns includinah spray hea s shall n t be installed wl in V-0" of the building side wall. 4. FBC-R R318.7- To pr,?vide for in ' n for termite I rifestation, between wall covering and fine earth gra= not be less than 6 inches. Exception: Paint or decorative cernentitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra be made forms. Permanent forms ges, etc., shall with permanent metal or plastic must 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 rpinfall occurs bef6re vapor retarder placement retreatment is required. 9. FBC-%Rr3lm'bl and mortar along the foundation ped meter e V�j I�gcretxetenerpo� ore a )I must or sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vprdll chernipal barrier mu% be installd after is construction complete, including ndscaping and irrigation. Any soi disturbed after the vertical baMer is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building d ant b licensed be= a pest control company before a certificate of occupancy will Tge certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1 �-IY of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- I.C., (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-O" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" VV4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 j D V, 0 a) 1 C-1), 4--J LU U 0 LU S �(D E 8 C', _01 � g ccn. .2 CD "Ci A I cc la U_ Lu azo 0 LL ;3 WWWE < : iblb �)P, 0 F e S S I V0// , To the best of the Engineses 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 1 -1 o: U4 Z 08 000"S < U) L.0 o F- 0 i;r Ij z _0 M lh*� z _j < F 0 > CC U U) ry) F- 0 U_ P U) 0Z 1 .2 z cy_ < 00 Ogg z z U.j V_ r-4 Ln LLj X < < z ? Fl- I U, tD 0 C-.4 0 Ck Z Z t-u I � (A z rn T-1 0- Ln 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 3al SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + 4 + + + + + + + + + + - + 0_1 + 4+- + + + 4 1- + + . . . . . . . i . . . . . . + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + + + + + + . . . . . . . . . . . . + + + + 4 1-0"(TYP.) + + V-0" V-0" + +/ + + + + + + + + 4 + + 4 + + '"(Typ') + + + PLYWOOD OR < 4 + + + + + + + + + uJ + 15/32" CDX _J + + + + + + + 7/16" OSB + + + + + + + + + + + + + + + 4 1- + + + + + + + + + + + + + + + + + + 4 + . . . . . f- + 4- + + + + + + + + 4 + + + + + + /++ + + +K . . . . . . + \-RIDGE LINE 140 MPH (1,1103 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 FOR 8d RING SHANK NAILS 0. 1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000S 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500 sl.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 2x + 5/8" or 3/4" wood panel ,902.0 2 x - lumber 1 Double 2 x lumber 1 DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap -4 1) Support back of web during nailing to prevent damage to web -flange connecdon. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack over squash=20 blocks and "Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in I -One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-011 7� at bearing. T—ANK-LESS W/H____:__:��1____ 5l STUB -OUT FOR GAS METER 0 -z 9 N H C G 0 0 0 b 1 0 LO 'll Q MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 111 TOENAILS 2" X 6" @ 16' O.C. 101-811 (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'-30' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 6-41 (2) 16d TOENAILS 211 X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 114-011 (2) 16d TOENAILS 2- X 10' @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I kil f 10& nailq:;t A" n r- Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRG. WALL VT.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) FILL CELL-\ STD. 90' HOOK BOND BEAM W < STD. 900 CONT, #5 CONT, #5 > HOOK BAR BAR , F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid bloc all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. min. 1/8 2" max. Small gap 2 min. 4" max. Web Stiffen s er Fa fe-n-er -9chedule Joist B Bring Location . : Series Depth End Intermediate 9-1/2" 2-8d 2-8d BCI 5000P _1_1 _-7/8" - 2-8d 3-8d .-j 4`248-d- Clinch nails 9-1/2" 2-8d 2-8d when BCl 6000se 1-1-7/8" 2-8d possible I BCl 6500se. _14'�_ 2-8d 16" 2-8d 6-8d __73--8d 11 -7/8" 1 2- -f4w--- —2-8d fit -------- BCI 60so Tight 16-1 -8d 6-8d 2 A 1 7/8" 1 3--16d 3-16d 2" min. 2x4/Plywood/OSB web stiffener BCI 90S - 14:: 5-16d 5-16d required when indicated or 4" max. 16 6-1-6-d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over Zblocking and wall or beam below.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. X MIN io 1994, A ROUND HOLE MAY 6`7 6-111 BE CUT ANYWHERE IN CANTILEVER LARGER THAN 7. e-ROUND IN -DO NOT CUT HOLES THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2' 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. IY2" 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. -When joists meet over wall, provide 13/4" minimum bearing for each. SIMPSON MGT w/ (22) 1 Od "iili_GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION =zz�_ Joist I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10- 1 Od nails. -.,Install fight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap-L441 1: Backer Block-'--"" <Ao-i "Top Mount" "Face MounV 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/l 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 'a' /d c he 0 re, 0 6 X Joist depth . / . 1 I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR---' FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015 # TYPICAL SIMPSON H10A INSTALLATION 10A x 1 1 /2' 10 151 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E PENETRATION� 12"BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 11,122 1 *111 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. Oil PVC OR SCH40 SLEEVE TOP (2) #5's x 4' - CENETERED @ PIPE PENETRATION I PLUMBING LINE A A .4 2� SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A,. 4 . 4 A-0 .4 A 4 A-Je4 \ " ' l A __4 SEE FND. PLN. SIZE & REINF. Coco 00, 0 V) 2� Cl C_/3 4--J LU (10 r) IiJ — 0 LU = t/) Z3 E v) mom zr_ v CN 05 C) u- 8 -00 0- A I R D. A 1�! U)a - _l J Im .4 �-� LU - vi Lu 1! 2) LL z 40 an .1,9 WLfil z 111111111 111%% N- N 0 SF.WGCQ4Ji_ M. C) L. r To the best of the Engineer's knowledge, Information and ber'll 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 UJ z < Q. 8 Cl LU 0 0z z 'a %%_000 il Cc 0 U U) F- 1= Cl uJ C 41 < z 00 V_ Z UJ ril Lr) Lij 2: < Lu z ca C',4 CD c§4ii Z Z :5 t W 16 �9 0 Ill 0. Ln �v 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFWER VERSION N 0' 3ol SHEET NO. SN 1 I I ro, 74- _Iv�_ 518"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE 'X' @ BLOCKING @ 12' O.C. w/ (2) 12d TOE NAILS /7' (U.N.O.) (OR %' GYP. TYPE 'X- @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 0 m GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SPI w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8"MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16' O.C. U.N.O. SIMPSON SP2 w/ S.P.F. (OR EQUAL) STUDS @ 16"O.C. (1) ROW 2x BLOCKING @ MID jV2 _,,,,--2"x (12) 10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. :5 V-113". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-13". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10""J" BOLT @ 24"O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2'x3/16" PLATE WASHER (TYP.) WALL,_HGT. < V-15". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". (ALT: 1/2"xl2"TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z IT - 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4' O.C. @ BOUNDARIES, 6' O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12' O.C. @ FIELD )TF O.C. OR 5/8"A O'WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT 2x P.T. PLATE 1/4" DIA. X 3 1/4' TAPCONS @ 24' O/C ci 'E SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"* x 10""J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE 11 (#30) N 3' (2) #5 CONT. ON 3" 6 x 6 WIA x W1.4 CHAIRS (TYP.) 2"x3/16- PLATE WASHER (TYP.) (ALT: 1/2"A 2" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 I WWF OR FIBERMESH ELEV. 0'-0" OIL OR 5/8"x10'WEDGE ANCHOR @ 24" 1.4 Fv INCLUDE THE WALL 6 x 6 W1.4 x W1.4 Y v (2) LAYERS TYPE I OR TYPE 11 4 4 A. F. F. O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. A 4 6 41 4 4 4 z ELEV. 4-3 1/2'",.&, r- 4 Al 1v8 3 1/2" MIN. CE" _" 4 A 31/2" MIN. . 11 *1 - CF." A A-� 44" REQUIREMENTS SEE R905. PRE ENGINEERED WOOD A A 2x4 CONT-.� ILL ',4 L _�A A' 1/2"(min.)- 4" L 5 1 f2"firnin'), 4" TRUSS @24 O.C. U.N.O. S8" 4 4 4 b C14 1 A (3 ;0 C3112"( 12 HURRICANE ANCHOR @ EACH 4 4 A 4 GARAGE DEPTH VARIES 1/2"(min.) - 4 min.;. 4" u"g (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" A METAL PL. UNDER EA. TRUSS 4 4 MOISTURE BARRIER TYPICAL INTERIOR BEARING )ONT (2) #5 CONT. 4' 1'.4" 8" (2) #5 CC INT, 8' MIN, INSULA riON LE SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G GARAGE SLAB AT STEP U.N.O. MIN. TYPICAL BEARING WALL C@ STEP SHEARWALL K�C� U.N.O. TYPICAL BEARING WALL @ STEP Kcc� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �, �3 SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" �,13� SCALE: 3/4"=V-0" �3 SN1 ELEV. VARIESAIIIIII__� FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 0,01,01- BOARD PER CODE (OR 5/8" LUMINUM FASCIA 1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12' N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4' O/C , ABOVE) W/DRYWALL 2x S.P.F. S S, 1 O.C. A BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. SCREWS @ 7' 0 C EE SOFFIT SHEET C LOADBEARINGOR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY vcloiwl (1) ROW2x BLOCKING@ MID HGT. CEILING & 8"O.C. WALLS EXTERIOR WALL 8"C.M.U. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. s V-16". (2) INSULATION PER 8"x8"Xl 6" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-60. CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2' GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTA TYPICAL G/S3 FOR ANCHOR 'OR BOLT 5/8"* x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. CONTINUOUS TO FOOTER BELOW-90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. (10) 1 Od NAILS NAILER 8"C.M.U. BOLTINFO. 504""J" BOLTS PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24"O.C. STD. 90-HOOK (SEE DETAIL) TYPE"S"MORTAR (IF NO UP LIFT ON DN .,41 WALL SEE GG/S3) @ 24' O.C. VERT. OR 5/8"x6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Old NAILS @ EA. STUD 2x P.T. PLATE W/ 7' EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) r *SIMPSON SPI (6) 1/4'x3 1/4' TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR R FIBERMESH 2X PT PLATE x 20' MIN. LAP [24" MIN. LAP] X #5 REINFORCING A SPACE ANCHOR R E FR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10) 1 Od NAILS C14 2x P.T. PLATE WEEP SCREED INSTALLED BAR / I AT END OF 2"x PLATE-,.,. WWF OR FIBERMESH ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS X "�#3 OR #4 REINFORCING BAR Uj 0 1P ,_�-�71NISH 1x2 PT WD FURRING @ 24' O.C.-/ I, GRADE GRADE 40 MIN. Fy-- 40kSi x =1 #3 & #4 LAP SPLICE >< M U) I A "v (1) #5 VERT. IN FILL MONO OR STEMWALL-, FINISH GRADE ;0 2 [GRADE 60 MIN- Fv-- fiflkcil 25' MIN. LAP [30' MIN. LAP] 1/2" GYPSUM WALLBOARD U.N.O. CELLS(SEE FOOTING MONO SHOWN x X LU w b FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER I> R 17/8" (1) FOR LOCATIONS) I> t, #5 REINFORCING BAR X 1x4 P.T. BASE NAILER t> Z #5 LAP SPLICE (2) #5 CO 3 1/4" BASEBOARD 4"x4m INSPECTION PORT AT EACH NOTE: A t� I> A I> *FOR BEARING WALL Ell I �''Ill lWj�7 COMP. SOIL. (COMPACTED TO T 36' MIN. LAP [3r MIN. LAP] ON 3"CH -4- (TYP.) 1' 8 FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLA0 AT GARAGE CONTRACTOR E .. .. 0, III H I IE I E I Ittl I I E L11EI =IT[fl I I�E I D1557) ...... #6 REINFORCING #5 STD. 90 HC;OK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I - 'i L111=11=111 III MlEll�'E 4 "'L FzI I 1=1 I F - 4" 11411 BAR #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE .. -1 - CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING rE"�*� REBAR DETAILS rF_�� WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4"to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 1\ �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 1\ �3 SCALE: N.T.S. SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. a 00 RIE 1 6 x 6 W1.4 x W1.4 EE PLAN FRAME FALSE BEAM 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 3 10 WWF OR FIBERMESH -DOWN w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR min.) 4"--, Zf 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER A 4 A GRADE AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 4 4 4. COMP. SOIL. ;0 jh & LAYOUT DESIGN TOP OF BEAM (COMPACTED TO 95% lip .4 E 1) #5 REBAR w/ OPT. SEE ROOF PLAN A q A 'E!6 MODIFIED PROCTOR E NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1557) BEAM SIZE & a . . 3' MIN. CLR. (2) #5 REBAR CONT . 4 CONNECTION INFO .4 ON 3" CHAIRS TYP. 4-1 1'4' 1 STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) 2X4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE rL"'� 7/16 MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" V-0" SCALE: 3/4"=V-0" Cn 0 6u SCHEDULE < OPTION #1 �3 1/2" GYP. BD. C�LUIVIN LOCATION Cr. �M- 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL P..T.. 2x >< SLAB INFORMATION. HOLD GYP. BD. LU rM e-4, 1/2" FROM SLAB LU ABU66 SLAB STEP & RECESS (ED S.G.D. 00-0" CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y2" SCALE: 3/4 \ �3 DEEP AND 6" BEYOND DOOR TO RECEIVE C� - BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24' O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE , PAVERS / DRIVEWAY I EXPANSION JOINT _71 4 Id -3 1/2" j, SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RE CESS S -E!6 4 A GARAGE O.C. ATTACHMENTS & 18/D1 PAD FOOTING PAVER! 2� �4 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL - Cn CONCRETE NAILS W 11 Q EMBEDMENT 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD @ -E!6 4L STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 4 K GRADE 4 A" TENSION 120#) CONCRETE SLAB-,. E !6 FILLED SOLID (SEE PLAN FOR 4" 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) LU III r WWF OR FIBERMESH U.1 w 0 C'L U J SEE AIS3 OR J/S6 in-Lu SEE A/S3 OR J/S6 jU_F E 6MILVAPOR BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.A 0 MMUNITY SPECS W LIJ C/) x z 00 Q z U_ 14 Cn OOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND 1 (1 STORI) 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 ST( RY) I I Pal PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) 1'-8" (2 STC RY) 4" 4" .4 SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS ri - 7'� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. t1eK )i TAPERED C OLUMN FRAMING K612 PATIO COLUMN FTG. DETAIL �N SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3 SCALE:,V4"- 1W SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ; 0 y iY7 0 0 ClV) (V ;-'; 4-J Lu 0 LLJ 6h 0: V) LL1 C) All. BID TIP T, U) w U Ile 10 z 0 ta Z 5 z LL LU \91114 Lx /V I%wmb, �A 1E LIA j F L 0 "OFESSIO 0 To tM best of the EngIneer's knowiedge, Information and belief, the structural plans and spect0cations contained within these dravWngs comply with ft 2017 Florlda Building Code - Residential ft Edition. Enginesi's signature and seal is only for the structural engineering portions of Me dworing pages bearing Eng[nWs soatufs and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com L.Li < _j _j 0 z '0 i2 %%.000 T-111 06 M 0 0 qq, F- 0 00 LL_ 9 v- jj� Z r4 LF) Lli Z ai 2: z r4 0 0 Z AS NOTED -SCALE DATE: 11/2/2018 TECH: KFRAZER VERSION NO 3ol SHEET NO. S3 (MONO) SEE ELEV. �_�(_Ty P) SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 //TOP PLATE SEE —PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) --'--2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EVENLY 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 EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" _j TO DRAIN CL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE r_7 Z, TO BLOCKING --�(2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1 Old @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION 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/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 10d NAIL' PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —A FASTENED TO TRUSSES WITH Eld COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d I NN NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C AMAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. �4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT D� rB SCALE: N.T.S. 1\14� 7 5/8" 8" 7 5/8,, 8" 7 5/8,, 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (11 )#5 FOR CONCRETE PLACEMENT 7 9 *6 00 v a, 0 0 --- INN Uj NOTES: 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. (DVERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD--\ /—BLOCK WALL ABOVE. SCRAP MATERIAL — MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE �_j 9 \1100\\ U.1 8 \NEREMINEEM FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY— GARAGEFLOOR 0" TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK `=..===-=7 .. =!k SCALE: N.T.S. 4 4 A 4 -'POURED CONCRETE BASE FOR BOTTOM OF Mol IN BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2xC 16" 1 TOE Sim 10d STL 2XIS FOF 10d O/C DOL CRII TYP SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Pt 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. 2 x 6 P. J-BOLT TRACK BRACKET rop PARAGE lOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPEN I NGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS -[STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11-4' (1) (2) (1) (2) (1)LSTA30 41-9- (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 1 REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER 2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. 12 (TYP.) SEE ELEV. 1-4 SIM�SON SP2 w/ (12) 1 Old NAILIS 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 O/C FIELD BLOCKING 2X4 PT STUDS @ 16" O.C. % (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB EB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT ENT I L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER N\ ROOFTRUSS I UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 4T (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 -7 NAILS TOTAL) EA. SIDE OF fy,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4116d TOENAILS TO YOP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVERSTUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A /8"x10" "J" BOLT @ 24" 0 - C - MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS L s SIMPSON spi SIMPSON SIMPSC RECESS Ur SP4 SP4 LINTEL SIMPSON SIMPSON SP4 SP2 i NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPS SP4 ON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 2x TOP PLATE 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. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON KE BEARING WOOD FRAME WALL/� j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR 9 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a HTT4w/(18) 10d NAILS (3610#SPF) a HTT5 w/ (26) 1 Od NAILS (4670# SPF) 9 DTT2Z wl (8) 1/4" x 11/2" SDS (1835# SPF) 0 HDU2-SDS2.5 W1 (6) 1/4" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS (3285ft SPF) a HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) a HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) a HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF) a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT 0 a FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT W/ WASHER & NUT a FOR HDU11 USE 1" DIA. x 12" EPDXIEDA.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT HTT HDU TENSION TIE N� SCALE:NTS 4 SIMPSON SP4 ROOFTRUSSABOVE 2X TOP PLATE 2X BLOCKING �_ LAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE I I 2X8 P.T. BOTTOM P E 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 1 Old NAILS 4" -(2) 16d TOE NAILS EA, BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ QLI�STAGGERED A 10d NAILS @ 6" O.C. 2X8 R 1. 60 1 1 CM._� PLATE L5/8"x`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 0 BEYOND. - - - - - - - -PLYWOOD FASTENED TO TRUSSES o WITH 8d COMMON WIRE NAILS @ 4" o L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 o SHEATHING & 8" O/C FIELD o —is o 1_7 a SIMPSON SP4w/(6) 10dx 112" � Y.: (USE SP6 FOR 2XIS WALL, USE o—PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING a SIMPSON SP2 wl (12) 10d NAILS MASONRY-- o a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW � 5/8"X10' J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. j (D v 2! 2! :z 0 4--J U-1 0 of IT z:) c2' C4 < ul) I Al I I SID.1 "1 4 1"10/7 '§W/' 1 10 /r U) Lu U) LU tj Z 0 G U) mr) z WL W 0 LU Q, 0 IV F0ff1iG90W'V S F -i- :I-: < LM cc U, UA FLO 1?QFE 3 S10 't�t� 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 Sth Edition. Engineers signature and sea) is only for thestrucum, engineering portions of the drawing pages @son, Engineer's signature and seaL LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com g R F� z a: ow UO gil 08 9z 900 0 13— iz z "0 0 fn U) roI: < u__ P b 8 LU 0 � 1 p�� < z 00 z Uj r1_4 Ln < z 1,_ co r4 0 Z Z Lij rA z 0 r) CL ____ Lt) I LLJ a I SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND SHEATHING DETAIL @ 24" O.C. TOP CHORD---�iiiiosm NAILING SCHEDULE FOR BLOCKING FOR _ x In" -0 SHEATHING DETAIL FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS 10d x 112" AT EA 2flx4l' SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL OUTLOOKER ROWSOF 45* 24" MAX. TOP CORD BLOCKING 45*± 2X4 CONT"L" BRACE TRUSSES @ H10Aw/(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" O/C. CMID HEIGHT SHEATHING APPROX. 8"FROM OUTLOOKER EDGES OF TYPICAL@ RIDGEFASTENEDAT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48"O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8--o" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4CROSSBRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. E TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING _j ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLETRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3' @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" , LN THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. - \ INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD t w/ @ EDGES AND 12" O.C. FIELD 2x4'7 ON TOP OF PANEI RIOCK WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 74" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48- O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"X2" 0 PLATE WASHER —SIMPSON HETA20 W/ (8) O.C. MAX W/ MIN. 4"EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 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) W/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB r2 WEB, USE MSTAM36 W/ (7) -SECTION 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. SCALE: N.T.S. � �5 TITEN ON OUTSIDE BACKNAI L W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP CN SCHEDULE FOR _x CHORD BLOCKING go ;0 SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES 00 ;o APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING IP2' D EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSSSPANS 1�t 4�t 2X4 PANEL BLOCKING --- ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF o OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & O/C W/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 wt (6) 10d x 10d x 112" AT EA 112" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS OUTLOOKER SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES SP6 FOR 2x6 WALL, USE '7 AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24- O.C. (OPTIONAL - SEE TOP CORD BLOC I K I ING FOR FIRST FOUR ROWS 24" MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C, EDGES TRUSSES FROM EA. A AND 12"O.C. FIELD END TYP. TOP & j===j (2) 16d NAILS \'I— 2x BLOCKING BOTTOM A TTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING 0 48"A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C 77TOPCORD BLOCKING FOR — FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD 0 7/16"OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X47' ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT W/ (4)1/4"xl 1/2" ---- EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 14'0" BOTTOM ATTACHED W/ (2) 1 Odx3" @ 4" O/C SIMPSON SP2 W/ (12) 1 Od SDS SCREWS TO PLATES AT 36" O.C. 16d TOENAILS NAILS AT EACH STUD 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT '14 TRUSS) STUD WALL (SEE TYP. SEC.) r4 SECTION SECTION SCALE: N.T.S. , �5 SCALE: N.T.S, , �5 SIMPSON H1 OA W/ (18) 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SAND 12" O.C. FIELD —JACK TRUSS -- ------ SEE PLAN FOR -`-L-f,,_CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4"T" ON TOP OF PANELj LL�1_ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 5,7,� 1063" @ 4" O/C (2) 12d TOENAILS LL. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 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" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r9 ADDITIONAL INFORMATION. SCALE: N T.S. SCALE: N.T.S. �5 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED--\ -�74 x 4, AT LEAST TWO TRUSS SPACES 'DEE PLAN FOR F W U E OCATIONS) j 1 0dx3" O/C 2"X4 TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS I . I JOINT CONTINUOUS BOTTOM CORD BRACING 21IX4H MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. � S5 12 6.9 MAX. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT, BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W1 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ WOOD TRUSSES 24" O/C (TYP) If 14 If )v A- -11 \—BRACING w/ (3) 1 Od x 3" AT O/C EACH CONN. @ 24' SIMPSON HGAM1 OKTA W/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO i BLOCKING & (4) 1/4"X2 3/4" \\-BOND BEAM TITEN TO CMU MASONRYWALL Pi�7ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. \,.,_S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"X6" (U.N.O. "Ll' BRACE 2411 0'0" - T-0" 31-0" - 6-01' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" 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"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4'4" SIDS SCREWS TO PLATES (TYP.) '--STUDS @ 16"O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Uj 0 CORNERJACK Uj z HIP FRAMING REFERENCE PLAN z UJI a- 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4- O.C. TYPICAL 1 v --I GABLE TRUSS WEB DOUBLE "Ll' BRACING DETAIL SCALE: N.T.S."S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.�- \�,, Ely TYPICAL 7F_�J � W 4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/_6 SCALE: N.T.S. DIAPHRAGM 4 BLOCKING @ 48"O/C ,,—GABLE TRUSS TRUSS VERTICAL (2) 2"x8"L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE (_7 AS PER HIB 91 SCALE: N.T.S. ��5� 20'-0" MAX 20'-0" MAX "X'BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 6, L aq l 1111 111 NOTE: 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 ow 00 ff� 0 `1� Z (D !P 0 :z M < __j 2! V) 0 W .7 0 lAj Ln r� ITO l'— E V) M LU M -8 R .8 IN U I , -_ rL 0-0 � 0-, A < co R:2� < Cj A I ED. G 4n is UA 14, zd cg I- lu 8 :9 90z 0 in #A LO %MW Fun9k v 'SE < C OR F L ... ... 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 - Residentia 6th Edition. Engineees signature and seal Is only for the structul.] engineering portions of the drawing pages bearing Engineers signature and sea]. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z< 0, I t ��C� F, 9 0 0 Ce 1H !� z W 02: & 8 .8 0 U) z 'D **.000 x LIJ C) z 0 U RO < R 196 Po -. 2 M 508�t Lj_ 00 Z LU Ln Lij di z z C-4 Q z Z j-8 z �R M 0 Ck :5 Uj ;j z SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO' SHEET NO. S5 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#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, INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLO R PLAN ALUMINUM DRIP EDGE Qj - ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4 O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER _j PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO 16" O.C. 2X S.P.F. STUDS 0 UJ 0 W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1 Od @ 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 _j LU =) LU LAYER 1/8"THICK. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD U_ = IN ULATION PER 1/2" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 9 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� S6 A S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT E 0 OR FELT 7PLAN R FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (Oil 5/8" R .4 GYP. TYPE X- @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL �i 6x6 W1.4xW1.4 WWF OR FIBEF M ail 1��, I I 4-41 M 11 Will: I vl15. H, .". ILI I 1 STD. 90 IHOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C/) 2 LU 2 4"x4" INSPECTION PORT AT _j EACH FILL CELL TYPICAL UJ AT GARAGE CONTRACTOR U-) 04 TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE 00 '—STD, 90 'HOOK TrF (SEE DETAIL) (3) # 5 REBAR ONTI CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE: 3/4"=V-0" S6 op SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSSMOIST 2x STUDS @ 1- 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS�c 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) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION 2ND FLOOR FRAME CONNECTION A B SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 �6 SCALE: 3/4"=V-0" 6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL' _w N � SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" LD� NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. U PLI FT CAP = 928 PLIF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL 'IT" AND CORNER DETAILS SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" OIC, 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) 1 0dx1 1/2" O/C FOR THE 1 ST 2'-0" OF O.C. INTO TRUSS END WALL W/ (2)1 0dx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT IN KO BLOCK NAILS @ 24 END INTO 2"X4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0' SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. W To-, PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 ASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 V-16". (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) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. I TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. r6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 2X P.T. PLATE �A i A 4' 0, (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" V-8- 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1 6 ADDITIONAL SLAB INFORMATION. BEYOND (2)- 2x TOP PLATE 15/32" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS CTION X-X IF REQUIRED PER SE NOT FULL HEIGHT SHEET - FLOOR SYSTr \-2x'4 P.T. BASE --O—'HORIZONTAL PLATEBEYOND 2xRIBBONOR77 VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM :_ — 1513Z'OSB f-11, Y10- EXPOSURE1 SHEATHING - , SOLID 2x BLOCKING @ ALL SHEATHING 0 EDGES (SEE W SECTION X-X) ___3 F OPENING W 0-2 EE - _x 2xSTUDS U�j x BEYOND, 0 SEE PLAN 0 101v — 18 4 FT. 4 FT. (D 2 2 5 FT. 4 FT. 0 (2) 5 FT, 4 FT. (D 2 FT. 4 FT. 4 F . ROOF NAILING ZONE DIAGRAM 'M hA oip 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8"O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) NAILING ZONES (SHINGLE AND TILE) W 0 ZONE 1: 8d RING SHANK NAILS @ 6- O.C. ON EDGE AND 6- O.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6* O.0 IN FIELD 9 ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4- O.0 IN FIELD a r K (NOTE: IF 5/V'PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD 0. iu� -, 8 'r (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24/16 _j . r SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 1 281 0 12 PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO t2 cr _U U_ STUD AND OR BLOCKING AT ALL EDGES. W N:c 2 0 LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" 3W "S" = NAIL 3/8" SPACING S S 1/2" 4__ S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 4jr"P A 3 4 NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4' O.C. W18d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL @ NAIL INT. AT 3- O.C. W/8d COMMON NAIL (9) STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL @ SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4- O.C. (2) 8d NAILS C Y O.C. TO EACH TRUSS END OR @ VERTICAL NOTE! MEMBER IF GABLE END . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" * n�q��VERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE MORE THAN 118". 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 W1 (4) Od NAILS (2) 8d NAILS @ 3' O.C. STAGGERED WALL SHEATHING INSTALL. rc VERML SECTION & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN L 4 \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE �y oi,�-�-�,��/, 1%_/41 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS (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#.) 1 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4XW1.4 WWF OR FIBERMESH ..A \.A 4*. A! 4 7 Z Y�S M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"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 4-4 (2) (3) (2) (2) (1)LSTA30 (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 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. 00 FINISH GRADE (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0" ADDITIONAL INFORMATION. S6 I 01 1 W� I QD L� 0 - 2_� CY) — $ 93 < __j wad U) 0 aV) 4-.J Lu 0 LU Ln In '0 ru u C14 Cn (n — T_ o to C-0, -2 Q 1 Q8 U_ < U., (I I w Al I BID. C4 'D z C4 C4 jIiIIW 1? - :W= , 5 U_ LIA 10 LAI z 0 C, a 0 6 40 U) 9 z U) LL LU .11�111111f, INWINTD06001m- I"'- S Z:- < ---J " 0 Irr Otkv ESSI /ow 11 till 1141111111 To the best of the Engineers knowledge, into ation and belief, the structural plans and specifications containremd within thesel drawings comply with the 2017 Florida Building Code - Residenti I 6th Edition. Engineers signature and seal is only for a.1 the struct. engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 0 4U0 el"s U_ R 0 0. cl) i Uz z .0 LLj 0 U 91 106 I"- he P H5 r-4 < CC -06� :W W < Z 00 Z LLJ C-4 Ln Lij 01 u0j U. 8 LU z < 0 z < C%4 CD Z Z 4� Iz LU V) z I R ig 0 Ck < SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO SHEET NO. S6 U1 us :4110 N DOOR JAMB (REFER 1X4 /2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL 4 UNACCEPTABLE INSTALLTION MAX. 8" TO SHT. SDW2-K1 FP.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 *1 FOR CONN. DETAILS, PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS X 4 1 X 4 7 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO IX4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONSSTAGGERED STAGGERED @ 16" I L, 2X8 (TYPI) BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED@ 16 0 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, WEB 0 x I 3/16" x 3 -1/2" TA P N TAPCON @ 16" CO 1 1 X4 P.T. h METAL SEAT PLATE 0 F O.C. & 4" FROM C 4 R 3/16" x 3 -1/2-1 DOOR JAMB (REFER 1X4 1/2" DRYWALL 1X VE / NOTE: EA C H E N D DOOR JAMB (REFER EACH END W/ MIN K1FOR DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF BAND 2 EDGE D S_ TO SHT. SDW2-K1 2" EDGE DIST. 1 TO SHT, SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" O.0 2" 0 C 1 X 4 I FURRING 6 4ka, "l ." X 2X8 P.T. WITH 3/16"' X 3" S LONG TAPCONS NOTCAV @FIRST COURSE 114� SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/4xl 1/2" SDS SCREWS T 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. L *41% INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. 2x DET&IL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES 1411% BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC LE D CELL PER 'e� v FOUNDATION PLAN FILLED CELL INSTALLATION le H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �s SCALE: N77 �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4"x 3 1/4" TAPCON ( 11/4" MIN. = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0' 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS —SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO IN T 0 —LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. B L K G 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" io L E IN 0 S. B FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 7NH ---2 CONTACT ENGINEER OF RECORD FOR _C L S E L I T I AREA SCRIBE (NOTCH) POLY -CELL IN THIS AREA x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 ) 0 0 FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/BLKG. I C 2 x 4 SOLID BLKG. (FULL WIL TH OF WALL) BTWN. OSB rVI T 0 W LL) INSTALL WDW. SCREW ANCHOV D \_ N.T.S. NJ ST U OS To PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 314"TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 1 Od NAILS @ 8" O.C. ARCH DETAIL 1'e� j 4'MAX. RAD. USE (1) SIMPSON 1/2'HD TITEN (CENTERED) w/ *0 TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + 11-011 51 -011 SCALE: N.T.S. 1\is� 12 + + 71y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY EE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLOQ R 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > t> 4> /4"MAX EMBEDMENT INT 01�.) PER NAILING SCHEDULE LL TO SUPPORT Z-01' 8" TRUSS + + SOFFIT 4 #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON 10" t> CENTERED W/ \ BLKG. & BUCK 1 X 4 FURRING f 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP IN TOP 11-1 8d NAILS EACH TRUSS KNOCKOUT/ C%4 , CHAIR BLOCK "]E 8d NAILS @ 8- O.C. AT BUCK ,,, ' '' 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ 4— b, CONNECTOR d MONO FOOTING t> A E x (3) 0 SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY---/ SCHED. 7 AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SOOIT CLEAN FILL DIRT TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL % STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90r HOOK C14 TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD FOR OVER HANG FILLEDCEL 8d NAILS '--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY '(MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" INSTALL WDW, SCRE W_"_� THRU OSI3 INTO 2 x 8 _j 0. C. I I'v V V V V ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING .13-13 SCALE: N.T.S. 11.1, �S SCALE: 3/4" V-0" \�11, �S SCALE: 3/4" V-0" 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 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2-) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER — W , W , M * AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. — WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - 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) — OCCURS TOP WITH MIN. 3" EPDXIEDw/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-011 EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER ,—F.F. FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE U. Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE j 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Uj CL rA REINFORCING AS FOLLOWS: C/) 1 N141;0'.17 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT k' CL n #5x6'EMBEDDED INTO 0 2� PRESS PANEL REINFORCING INTO PLACE. MIN. LAP SPLICE W/ EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL < FILLED CELL SMOOTH. DO NO FURROW. 10"A DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: 2E H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. of COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. \,— J, SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-101" SCALE: 3/4" = V-101" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 t2 1/11 0 Cz a) C—n Lij 0 LU 0 C-, T ce) 0 0 EL 00 10 10 d c; U) z LU LU ZOV5 < LLz 4n H LU 4C 2 .., MUNI#— El v Q) < �_o 0 ........ FE SS0"� "'Mom 11110 To the best of the Enginser's knowledge, Info;7nafion and belief, the structural plans an drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z H Lu � z ni �zj < Lu j 6 Z� z z 0 U C/) zo R HS U, Uj W� r4 in z < < < Z 00 V, Z f'*4 Ln Lii < 110 < z z L 0 LU X: r1l I SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO' 3ol SHEET NO. SS ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x 11 JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING 2x4 PT NOTC I INTO STRINGER H N"�h, �N' I I L— D . _") I I III _�2x8 BLOCKING FOR STRAP L--lx4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. T" = l'-O;' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS r—,r%r% r-%Ie%f— Aklr% r-11 1KI 1k1r^r-1RAA'r1^K1 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS STRINGER MUST MAKE FU CONTACT WITH LANDING JOIST 2x4 CUT ON BEVEL - DOES NOT BEAR IN D D WALL GLUED TO II 2x8 SYP 2x8 SYP 2x8 SYP Walk 2x SYP CUT TO FIT BEARS IN WALL ---2xl2 SYP BEARS IN WALL '--2x6 SYP B 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND4"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR FZA1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 1-2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST - - - NOT TOUCH STRINGERS 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\xt--/ FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "All SECTION VIEW v'Bvv STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1 V-0" SCALE: 1 V-0" GN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ROVIDE MOISTURE, P OTECTION LATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 J" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1 x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW 1111CIll SCALE: 1 " = V-0" T 1X4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUSTNOTTOUCH STRINGERS RS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 9x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER\ (14) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLU 2x4 CUT ON BEVEL '-�<� /A I .1n. I MINUMN k-UN I At, 1 l"'U1114 10 DOES NOT BEAR ILN WALL SECTION VIEW "D11 SCALE: 1 1'-0" FILLER STRIPS ADDED N',�,/--l" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOS —2x SYP CUT TO FIT BEARS IN WALL _------2xl2 SYP BEARS IN WALL E DETAIL SCALE: 1"= V-0" INGER 0 GLUED I NAILED SECTION D-D —3/4 PLYWOOD oo ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON o' ""�x8 AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 log SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2xl 2 TREAD GLUED GLUED AND AND NAILED---\ NAILEI: 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUEXF STRINGER CONTACT POINTS '/-2x8 SYP DRYWALL STOP MUST L/NOT TOUCH STRINGERS 2x4 BLOCK I N KN EEWALL FOR 2xl 2 NAI LI NG 11x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING y �H SECTION VIEW J_ SCALE: �' = 1 .-O-� 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1 " = V-0" H 2x4 SYP''BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) 't2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "Ell SCALE: 1 " = V-0" Al �E SECTION VIEW SCALE: il = V.0. -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING -2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOTSHOWN TOP OF TRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE ><I BLOCKING R 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. PROVIDE SOLID BLOCKING (GLUED AND NAILED) FLOOR GIRDER 2X4 CUT ON OR 1 j x 16" VL BELOW ALL NEWEL POST \\—FLOOR BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. TRUSSES NEWEL POST. SECTION VIEW "G" .13LOCKING. SCALE: 1 " = V-13" SECTION VIEW, SCALE: 4" = 1'-0" SCALE: 1 " = V-0" STAIR CONSTRUCTION DETAILS (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED JOINT - TO )ISTS) NAILED AND TOP PLATE qTO RIM BAND, ID NAILED TO VVALL BELOW JOINT -TO )ISTS) 2X STRING�R 2X B 0 CKING PSON MTS 2 w/ 1 Od x 1 1/2" NAILS DOR 3 2X BLOC NG RIS R V IES 2L�� ECTION VIEW "H 11 SCALE: 1 " = V-011 U) V) 0 (1) 4--d DUO E 0 LU om C) < U_ SO 0 Al 1. BID. Z6 Im LU Lu flE 10 z Chi 03R U) �9 6 40 I Z LL LU 68 ON eovvN I \,\SE Iro !V Q�� NIV V2 < F LO Q, V�1;'Zl 0 F E S S % 0 ell e To the best of the Engineers knowledge, informallon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlel 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 0 Lu a. UZ, u) z x 0 > Uj M U 2� 0 0 t� P LL 00 Z z v- r1j 0 L UJI Ln Lij Z z I 0 C) Cb Z :5 UJI M: z �t rn 0- U) 8 SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0 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. -----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ Zzzp—\-F ROOFSLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL r7 SCALE:NTS CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH TB :33 PRE-ENG. TRUSS I I CONT. ROOF SHEATHING AT TRUSS TOP ___/ CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 81-011 MAX TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E — "'u AN SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS 3;"A G.T. c 4F ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK ir MAX 24" SPAN (EITHER HIP , PUSSES SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--j CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 016 VARIES ...... ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2X4 FOR CONNECTION NAILS TO TRUSS SPFTOP INFORMATION. BOTTOM CHORD PLATE 4VARIES SEE PLAN \IF FOR WALL LOCATION k"S MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE .04 W1 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY (8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 3IMPSON HUC410 wl 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP@ TRUSSS U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR i ri L COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. :1H SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR j REQ'D ONLY WHEN COLUMN SIZE& BA�SE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od 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) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 11111:8:3401T, BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: NTS kSEE PLAN FOR CANT.] 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 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION L�_ PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --- / FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR r22'�� CONNECTION SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 W/ (14) 1 Od NAILS TYP. U.N.O. MIDDLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ' . I 'A - " O.C. T A L U SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. OR BEAM BEAM BELOW: SIMPSON HTS20 w/ TO GABLE TRUSS jff\—COMMON TRUSS 4.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED'� SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL�"q`) ENTRY FRONT WALL 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) 1 Od 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 W1 (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" 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) "PICAL) SECTION AT LOW ROOF SCALE:NTS LOW ROOF/WAL L SHEATHING ATTACHE\D PER NAILING SCHEDULE 2x STUDS @ 16" O.C. Wl SIMPSON SP 1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING /00, W/—// I Z /(2) 2x6 BLOCKING LIN FLOOR G.T. LOW ROOF TRUSS DER RAISED B0170M CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q SCALE:NTS 1�11'� DETAILS & SECTIONS, 00 (D v H < --- C1 U) 0 4--J U.J ra 0 .0 — 0 L.0 6h Ln - .0 - 2 U U-1 now ce CO I-- 0 'g 04 C1 co -00 r, M1�10 < 0 'T g 2 an IX < C; A I V, fA z- LU in 0z 3 U) z Pi LU OF WWW.FDSEriCeaQM., xN%N%j%4 ........ 0 VV W < t=> -tr*. C v F LO ........... FESSIO 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 Bin 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 16 126 'z" 116-. 000"s < C 0 1z 0 I-_ P H z '10 %%.100 0 LU � 3: 2: 8 > T-4 U) 06 Ln n ro U) _j — R9 I" P 17- 10 'Olt < �.d 186 F- ill b N 51H uj 00 V_ 9 z z LU C"4 Ln M8 aj z < < z P; W UU ?1z; 0z C) Z Z tu- Cal 0 lc� :5 Uj Iv--I IO_ I U') I a SCALE: AS NOTED DATE 11/2/2018 TECH: KFRfiZER VERSION NO SHEET NO. D1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Od NAILS (G.C. TO INSURE SOLID BLOCKING. ISINSTALLED). SEE FOR BLOCKING DETAILS FLOOR SYSTEM SEE PLAN __EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—-, G.C. VERIFY INTERIOR 1/2"GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED SECTION CORNER FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ#D TYP �z 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN 2 x 4 #2 SPF STUDS M AT 16" O.C. U.N.O. (2) 2x HEADER C P SEE PLAN 4F " ) F D SEE FOUND. PLAN FOR FTG. REQ. SIMPSON SP2 W/ (12) 1 Od NAILS SIMPSON LSTA24 W/(l 8) 1 Od NAILS 2 - 2 x4 SPF SIMPSON CS16 W/ MIN. 12" END TOP PLATES (�) LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. SIMPSON SP1 W/ (10) 1 Od NAILS @) 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2xSPF BASE PLATE EMBEDMENT PAST STEP. _L'� SIMPSON SP4 wl (6) 10d x 1 1/2" (USE PRE-ENGINEERED FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / EE JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS CG) INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 W/ (6) 10d x 1 1/2" EACH SIDE STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS W/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SCALE: N.T.S. SHEATHING CAN STOP ONCE UNDER LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED S I M PSON LSTA30 W/ (22) 1 Od SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/STLIDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON BUT NOT EXCEEDING 6 FEET, LS30 w/ (6) 10d x 1 1/2" EACH SIDE A SIMPSON LS30 W/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 W/ (22) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP 8d 1' WA TO GABLE END RIM JOIST SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO G) 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING )R 2x4 SIDE BRACE 3T AT 48" O.C. BETWEEN JOISTS w/ (3) 12d EA. END TO HORIZ. BLOCKING JOIST SEE PLAN (2) 12d TOE NAILS TOP & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH END OF WALL UNDER CORNERS (2) - 10d TOE NAILS EACH SIDE BLOCKING DETAIL SCALE: N.T.S. 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 W/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE -_ (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF HEADER SEE Q/S4 FOR I /-EXTERIOR HEADERS REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 'Is OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 W/ (6) 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF : : SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------, NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)------ 1 Od NAILS & (4) 1/4"X2 1/4" TIE BEAM TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITI ON. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USE D] CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 W/ (22) SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR 1 Od NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS, @END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 W/ (6) 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 1 Od NAILS (2) 1 Od TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 W/ 7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1/4"X2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING 0 FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] le"01710" SYSTEM 42 SCALE N T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. ;EE PLAN FOR CONN. 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B (2) 2x SPF TOP PLATE (2) 2x HEADER SEE PLAN (2) 1 Od TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od SILL PLATE W/ SIMPSON LS30 w/ (6) I Od x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA, END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK W/1 Od NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USE OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN._2 2nd FLOOR,/ �4 SCALE: N.T.S. SEE PLAN FOR -NAILING AREA (TYP.) COL. SIZE /-(2) SIMPSON MSTA36 STRAPS W/ (26) 10d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN F�R COL. SIZE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" ANCHOR BOLT W/ MIN. 6" EMBEDMENT cr= I SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2X4 STUDS PER PLAN DOUBLE 2X4 TOP PLATE 2!K WS 10d @ 3' /C PROVIDE 2X4 ON --J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2X4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS -Az PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 TOP PLATE 2X4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 2x6 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER W/ (2) 12 TOENAILS HEADER FLUSH TO OUT%c DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2 x CONT. T & B 2x CRIPPLES TO MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN 2x HEADER TO SIT JSH W/ THE OUTSIDE E PLAN FOR SIZE i / 2x8 WALL BEYOND SEE )OR PLAN FOR HEADER NNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 W/ (6) 10d x 1 1/2" (USE SP8 FOR 2X8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 W/ (10) 10d (2) 2x TOP PLATE -NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 W/ (12) 10d NAILS AT 7T TOP AND SIMPSON SP1 W/ 0 0) 1 Od T�- SITUATION. CONNECT G.T. TO NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS STUDS W/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SI MPSON LS-TA24W/(18) 10d NAILV (2)2xHEADER SEE PLAN - MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO - SIMPSON LS30 W/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. Do 0 I a (D f ;Rf = $_ Ln 0 Q) 4--J LU ra n 0 Ln (a U LU ro C4 :':: U 7S Q !? 8 Of I < -00 M i:� I C> tn :S A A I U D. A 10 G ��4 z re z 1-2 W , �Wil LL1 LU t P.- < R - a z 03'.$- a 4n '15 CN b Z in H" I U0 LU (5 S10 oku wtv tA-S- E 01 00 A %5�t' % 4 < * 0 Ir. 4Q - F L ........ 0 0, SSIOXA \N To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these I 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 t3 0 1z uj z g Q� z �Ij , !- 'z" ICe _j v W �1 0 0 0 Z -0 (U LLJ iE 2: 20: L_ (V => ozs U Ln fy) J rn < Ro �'_ le P H6 6v r-4 LU ui Z 00 1- z Uj _j —_ Ln v__1 LU aj < z z Uj 0 rn 0) r_q :5 10- SCALE: AS NOTED DATE 11/2/2018 TECH: KFWER VERSION NO 3ol SHEET NO. D2 cru n i in WEATH /E BARRIER & tARILY SECU13E WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHN�CAL LETTER ON CHEM CAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WOOD FRAME CONSTR. � :, EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING M 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETUP UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKIN�G� SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6' VERTICALLY FROM BOTTOM OF THRESHOLD on SELF -ADHERED FLASHING PATCH �HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WIRB 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 RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF THROUGH SELF -ADHERED NEEDED IN CORNERS FLASHING SO FF IT/CANTI LEVER RUBBERIZED ASPHALT ASPHALT ADHES RUBBERIZED IVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) I SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WIRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF 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.1 5 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 ot 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 ofthe 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. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 4. Continuously above all projecting wood trim. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 GaIv. 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 (D 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 (13" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 ASTMC 1063 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 0 0 Z: U) V) cr) (1) C-/ 4--J W M r-) U - 0 LU Lh 1� ra r- 1 E 8 E� C4 C) 1 0 _Q . Z LL 00 - 00 6 I U.) A I aw. N C-B D C i� 1�. U) :2 40 :, to . LU g Z 0 1 1 -9 ,;n Z U00 .4 W.< LU 0`1 do U R WWW,FDSFNG.COM 0 1:1 E; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florlde 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 Z86 Mzz !9 U) 6 0 LU n Z -0 LJ_ 0 0 viiiiiiiii 0 U LU 0 P, P 08� 1 2�� gl�1J, 0, < 00 11, 030 M� Z Z LU 1171.4 6!j _J Lli 2: r4 C? Z Z t 8 0 M Z 5 LU rn I T__q 10- Ln E SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION NO 3ol SHEET NO. W P C= March 20, 2018 Re: Wood Construction Connector Com pliance for 2015 International Codes & 2D1 7 Florida Codes To Whom It May Concern: Section 2303,5 of the 2015 International Building Code (IBC) and 2017 %rida Building Code (FBC) sloecifies that joist hangers shall be tested per ASTM D7147 Testing and Estabilshing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Fasteners in KWd. Both methods determine a connector's allowable load as the bwerst of the following; 1 . Lowest ultinnate of three tests (or average of 6) with a so" factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification forWbDd Construction (NDS) The primary changes In ASTM D7147 are requirements to rryeasure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested Whine loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Crffiw* for Joist Hangers, and Similar Devices in October 2010to incorporate a metodologyto evaluate products tothe2015 I -Codes, Simpson Strong -Tie isworking on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2016 I -Codes. As soon as the updated evaluation reports are completed, VA will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. VAile manufacturers work with product Certification agencies to update their wood connector evaluation reports. vie recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The inforrmetton in this letter is valid until 6/3=018 Men it vvill be re-evaluated by Simpson Strong -Tie. Pleasse visit wyovs1ronctie.co for additional pertInent inforntation. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Deparbraent at 800.9N.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P. E, LEED AP dw13DW Engineer, Southeast U.S. Branch Pago I Of I Simpson Strong Tie Company Inc 2221CountryLarre MoKimay,TX75000 Phom;072.542.0326 Fsx972.542.4139 gvgg@twnfi,.wn I PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As 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 Iftheywill be utilized on the oonstructon 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 listod products. Category/Subcategory Manufacturer Product Description Approval Numberls) Test Pressures 1. EXTERIOR DOORS A. SVIANGING ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0t-67.0 pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87,01-87.0 pat ThermaTru Firber-Classle and Smooth -Star (NON -IMPACT) FL20461.9 +670-6TO psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.01-87.0 per ThermsTru Classic -Craft and Benchmark FL152,25.1 +87.0/.870 par ThermaTru Smooth -Star and Benchmark FL15225.5 7.01-87.0 par CD 0 Cn -ia (D > C- dD 2 CD Q- CU -6-0 (D 0 4- = ICU -cu in (D -0 0 -0 -0 2 0 5_ 0 Lie- CU C) M Cn cc C) > 0 L_ Ci) CL J=_ In "0_ CU -ii U) , I 111, or "I "1 511, A3 , FL17244.1 �"'K A" MR 7' �,NA,� Ki ESR-3455 .1, g, A23 q FL10446.2 I'M ESR-26DB H021D-2 FL17232.3 ESR-3445 HU210-2 F1.110868A ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD21&3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2649 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 H028.2 FL17232.3 ESR-3445 HU28-2 FL10850.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL110856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241,7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470+4 SIM200803 W HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM20OW3 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA18 FL11473.8 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 8111012DDS02 HTT18 FL17324.2 Evaluation Report HTT1e FL1 149e. I ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL1 1498.1 ES-0130 ThermsTru FiberClassic, Smoorthster, ClassicCraft, Rustic FL7840.1 +67,0/.67.0 pat HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI VAndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 per HTVV24 FL17244.8 ESR-3455 HTS24 FL10456,24 ESR-2613 PGT Series 5570 FL251 � 10 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECT10NAL Clopay Building Products Residential WindlCode, Doors WS (8X7) FL15279.37 +KW-32.0 pet HTWM16 FU52212 Evaluation Report HTSM16 FL11473.11 SIM20DO02 Clopary Building Products Residential WIndCode Doors WS (16X7) FLIS279.53 +30.0/-30.0 psf HTW?A20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM20DB02 Clopay Building Products Residental WIndCode Doors M (aX7) FL15279.85 +3&Qt42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 Clopay Building Products Resattential W1ndCode Doors W6 (ISX7) FL15279.102 +37.0/-41.0 par HUGT3 FL8223.3 Evaluation Report HGT3 FL10455.19 ESR-2613 0, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FLIOSS&R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS2e FL110856.11 ESR-2649 A. SINGLE HUNG MI Windows and Doors Sodas 185 FL17499.2 +50.0/-55.0 pat HUS28 FL17232.8 ESR-3445 HUS28 F1.1085611 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 EBR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf JL24 FL17232.7 ESR-3445 LU24 FL10556.103 ESR-2549 C. FIXED MI Windows and Doors series 185 FL15349,1 +40.0/40�0 psf JL26 FL17232.7 ESR-3445 LU26 FL10565.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10856.107 ESR-2549 0. MULLION MI Windows and Doors Sedes5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 W824 FL10655.109 ESR-2549 PGT Sodas 5500 FL281.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 F1.108515,112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10555.113 ESR-2549 3. PANEL WALL JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FLION7.71 ESR.2815- A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NtA KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf E > C) U) CU > 0 L- < 0 16- Ca M < CU LLJ < Z Z < a - LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL108M.4 ESR-21105 LSTAIIII FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 L$TA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamkc 151b Felt Underlayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3466 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENER$ NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL16918.4 NIA LTS208 FL17219.2 ER-0200 LTT20B FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RVIO FI-211580.3 NIA LTT131 FL17219.2 ER-0200 LTT131 FL1 1406.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA LTW12 171_17244�8 ESR-3455 LTS12 FL10456.29 ESR-2e13 E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - F1.7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL1 1470.7 SIM200803 Sorel Tile Saxony 900 FL7849.16 - FL7849,20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2605 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum Gulftok 16" wide roof panel FL1 1651.2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2508 MP4F FL17244.24 ESR-3455 LTP4 FL1044a.19 ESR-26M 5. SHUTTERS MP5 FL17244.22 ESR-3455 LS60 FL10446.16 ESR-2808 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA MPH3516 FL17240.3 ESR-3447 WM1410 FL10087.88 ESR-2615 All American Shutters & Glass Galvanized Steel Panels FL17869.1 NJA MSTA12 FL17244.18 ESR-3465 MSTA12 FL10852.8 ESR-2105 S. STRUCTURAL -Storm MSTA15 FL172".18 ESR-3455 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FI-1724418 ESR-3455 MSTAIS FL10852.9 ESR-2106 A. WOOD CONNEdTORSI_ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3465 MSTA36 FL10852.9 ESR-2105 S. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999. 1 - FL11999.4 N/A MSTC40 FL17244.26 ESR-3466 MSTC40 FL10852.11 ESR-2105 Mrrek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA MSTC62 FL17244.26 EBR-3455 MSTC52 FL10862.11 ESR-2106 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FLB527.5 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW1e FL17244.8 ESR-3455 MTS18 FL10458.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10450.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Untels FL1774 N/A MTW20 FL17244.8 ESR-3455 MTS20 FLIG456.36 ESR-2813 MUGT16 FL17240.5 ESR-3447 MGT FL11470.9 SIM2001303 NFM35X12 FL578.2 Evaluation Report MBHA3.56111.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/18 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 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 information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply wlth, 3) copy of tha applicable manufacturers installation requirements. Further. I understand these products may have to be removed If approval cannot be demonstriited during inspection. PAU88 FL17239.13 ESR-3449 GLTV3.516 FL10867.8 ESR-2e16 PHD2A FL17219.3 ER-0200 FGTR FLI 1473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report HI FL10456.5 ESR-2613 RS150 FL1 7244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT18.2 FL17236.2 ESR-3448 HICIA FL10456.e 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-2e13 APPLICANT SIGNATURE DATE RT5 FL1723&3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17238.3 ESR-3448 H2.5A FLID450,12 ESR-2613 RT7A FL17236.3 ESR-3448 He FL1 1470.3 SIM200803 RTSA FL17238.3 ESR-3448 spi FLID458.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL1045e.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2813 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SpTe FL172".32 ESR-M5 spa FL104WAS ESR-2613 $PTO FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPHS FL10456.47 ESR-2613 SPTH6 FL1 7244.32 ESR-3465 SPH8 FL10456.48 E$R-2613 SPTHS FL17244.32 ESR-3456 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10656.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGLIS6.25112 FL11468.11 SIM200804 TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDQ8-SDS3 FL1040.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200002 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDO FL17219.5 ER-0200 HHETA20 FLI 1473.9 SIM20DS02 LGT3-SDS2.5 ___FL1 1470.7 SIM20DO03 LGUM26-2 FL11473.12 SIM200802 SHEET PA 1.0 NO. Florida Department of Business & Professional Regulaton psga 1 of 0 Florida Department of Business & Professional Regulation Building Codes and Standards Building Codes Standards and Product Approval Application Detail Product Approval Application Detail GOAL EUtv,r gut 211 Date P-din, 20 Entit, or I= Version HasliSSUM firtaine, A Ll-, Validated ft 2am Alk 09, P-An, INW" Fill A,,,,,l Revision 2017 Theirme-Trit Corporation Cehtgwy. Exteribir Dom RICK WHO Lyndon P. scrimics, P.E. Ryanl. King, PA, (419) 290-1740 PE-43409 (813)767-6555 AWLMLWA lonsnal? 0711 V2017 lamadoly A —ea 12M 2W 7 Approved Version Review 2017 Manurial- Themis-Tru Co"lon Contact ---I velldst.d a, Rick will" Lyndon F. Schmid, P.E. " J. long, P.E. ywimti bubralftcl FSCA-raval 12M3,2017 121112017 12J21,2017 A,-,,d iwu OW13mis ApProved OutiCieksgory: SvAmglng ExWw Door Assomrs nikv4ghdoldgConwRards. category: Exterior Doors (419)298-1740 PE4mo9 (013)767-6US C ance Method: EvalusNon Malawi harn com SubCategery; Swinging Exteft Door Assemblies ridwGroillidgwryaullwas. f1moddeftReglidersid Archkd or a Licensed Florlds Compliance, Method: 00diffleort Raisin from a Con P ol lanal Engineer Flodsle "wed Architect or a Ucemsed FW41 Probational Fnglmm jam OuslitA-urn- ILRO A,-,,d for Us, A-,,,dfU, Deal- Bull= Aug 1=;=C'l`w1)C QualKYA,stararim, P-d-k ft—dfarl.hiel Amm,,d for Us, Ong 2" I a. The-&Tni Fber,0wall: and Smooth -Star Norninal WAKIII;6 &quoI:Non-lqwot&quoI: opsism 12131r= No Yes No WA 1 =wW somoothslar -Xia 1. MV1,2 0..M.HVHZ fWALIA" P-sure Composis Edge FlIberghtes Single Door Nannies 680119,1 &QUol;N0Mmpsd&qmI; Opaque 124112021 No Yes No NIA on rMR: X Cow"aft Edge Flb.,gbu Wriglo, Dow onswiInsOArMIS; X coregiasedr) 6 1. Thwm&Tru lrbs�aswslc mid Smodn-sis, reo-n.�-� .;."w=MM1m#W&WoI;0pqw 121311= No No NZA 6 f, Therme-Tru Fber-Classit; will Smooffi-Ma Nqmlnal SMSA ";NwIn"ct&qjoI; Opaque 1241121121 No Y" No WA Composhe Edge Filouglass "a Door OnswinWOrtraliv; X cofflwm,� Compeallo Edge Fiterplass single Door .0-MireOWswing: X erft 9 Nominal "SA alin-tr4laIRMPOCI Sowt; *a.d *111mil No Yes, No WA 9 1. Thm.Tru FbervCiswpc ancl %imoorn-wer Nominal U=9;a &quoI;N�=1mpmct&cpM; Owed 12t3l/2021 NO Yes No WA COMPNO Edge Protesters Sk" Door QnwMSQAw": X configoraftin) Composite Edgis Fiberglass single Door WSt=794;M&q=4 14 n. Thomine-TrA I'Wer-Closil; mid Smooth -SW Narrinsid IWO;o &;MW;Ncm-lmmt&quo1; Glased 1249M No yes No WA n. I nofmiF 1111 riber-CM utilized 1.47rad, No YU No MA Comilicafto Edp* Fbwpss 81rols Door OnwhinatUsyAna: X COMaLw&Mni Cow000ft Edge Filsersain Sk" Dow (Inswina0firwWrid: X nifflounfitail nallillam gob mm mkwm hirwislost M? W W wed Doors Claim: MdNW Doom lIwWMMaEwy: NOV 64WW DwAswitakifte compftw lbow* Evelosew ROW Irown a Floddalli-11 'Andillisaliaroll lillialft for'll"Womas a 0 INA EMOMLOO&LmmmbffjLum 3 SERIES 420 AL)JMWM SW RMNFORDED gob glwm mmubdm no 11111 2017 cbm &aft Is C-W" 1� I a, " DOM SWCONW. boftml 11 1 o Dow AawNbin I - Mo*AA CaNkeNo Mark at LWWM ansmaindwist "A bktoLmwkukuhKxxm 37 037 WOO PA14-VI#I: 64A, K 73. 75, IBM, 190, M 74W. MM, 4W, OW, ~. XW. 48,42, K 4M 42S. M. GDSS. QDSSV OW. GREW AIM ARBSV EM. EDWV KMIM417 raft MUM Yeallas MWANNK PA No 2017 CURRIES n of AADG Inc 00"W'E'"ift000ss, butiCidellowin ExbwW Dow Ciomponards ti.f.mb Dissension Mark or Us" 1 807. M, M. 747, and W ft* W4 Pairs of Dom Florida Departirriert of Business & ProfeeWorW Regulation BWldkV Codes and Standards ProduclApprowelApp", k Deftill J1101111ILM 2� &AbwxAU� stemesingair LUIS Ratieft Lam" (717) 355-M pE4nl4 bmwqwon#AILQM aummamomm $WES 420 ALLOMUM SOD PONFORCgD OXO t4&N4&QWOM&quot go 2111111 AdLbodm go NOW awwwm EWLAMON 611m" Iwo swoon hit LVML PE WISUA117 ffirl'1017 Kqvm? 110mow? Approved (717) 3174M se Minis i2031WIl No Yes No WA Florida Depastinsidit of Business & Pmf*=WW Regulatim Builidnig Codes and Standards Product Approval AppkafJon Detail inau aido subuLLLMM xwmmum wwasww Omd* Tooft SWAM Nk Gary PROMW (513), ft (613) 619-M in! Idlitakesty. pop I oil law* go go RAVJ%da m ymmmw khow ZWLAUCUM hmwm ANN ilrJ1100117 01111100117 11201115020117 Approved SMOLANN� hmmmLbtft homaghLum am am" anfillowil" C*AVIKBMkINBLg& it= MEMO,= mum" ft� WRW4DEA#17,t, M Garap Dow WAM pan ", 26 W Mrsal (up to OV wwo) 0111211nCIS No Y40 No -30 POF/.32 Par Florida Deparbalaryt of Business & ProfossWW Regulation BLAWling Codes arid Standards Product Approval Application Detell 90" oldiscow" UL LLC (641)40"W dsmd@dW*mwmAoy.00 FkNK Glsusl Wild Lowasived SWOD and Pass of "W At dam. Pawlel 105014 ONE go VALboon Ra AN" Amkffftd aSAmma homM ANN Tod Sertown. PE 11111301211,17 1102MI? itemiT OR M"707 JLIM ammamm emb" ft� 12,310021111 Yes, Y" Y" WA Florida Deparlinrient of Business & Professional Regulation Papifi SwildiN Codes and Stersdards 4mmis Product Approval Applowlillon Dirtall go 20 RmLbmm 20 Mum limm mkmdmkm glow ZmbmLtLmm ilumom MOM AdmOM allgAssawid hmmad mom All No 2017 IS W ', and Dom blentsweper '� Ardillooll SWAn K LMd% PE 1213`1=7 11:21311=7 01104=4 Appolved callseelyrya M (rI7)3N4M i;��A.� (FI7)aI74aA4 Assicablow. r"d Aggrieved Sir Laws is" 92" Is$ PW 11 Ift WAG! 2WBMLM &Iwo r� 73 x n lakdobd aim 04003=6 No yes No -OW40 Florida Departgrart of Business Professional Regulladon Building Codes and St@rKWft Product Approval Application Detail ftealarl UAW$ PLATIOM go 20 WA affiLbou Rim ba lambs mEmbdm tOdEKALMM MOM xwwdad Ambaft fUlAganized homM a" AW111011 2DI7 Thw�TM CWPWWM Rick Night Lyndon P. 6ohmist, RE Ryan J. King. P E. 101181:10117 1101,14WIT 1=1121117 1211200117 Approwd 0swipwin Ediallor Dom (410) 2MI740 PE43400 (61$)757-oM' DoorAsnN610 , ttecoraulbm* Evidissidan RsIxot ftem & Can! R 'Ardftd or a Usewsail Not EAOPW DAMN&OUbsimb gmdkA� AIMMMUKMM 60MOML&LUE M" amm emsoANOWO gLvmdxmkllmLoo In wAa aidmomm bw� t� a. &quou%wcbowwL*mt. &*at*-*Mwaquot,. 61111011:8 &qwtbwsoq-t oww Fb"on 12131=1 me Y" Yu NA &*MtCbMW4*UqUOt Or &*MtCb-kCMR Ski*DM-(X)' of OMWAft C*doffdbn RuM~ MUM 2am mm INRVN abodms= 1101111111101 201? NVA '. andosars, Odom: fjdwW Dows SWAN"wr. U" 0 00*rA=WMN OWOMeWAWMPOW*Qmg Plows 11 a - Aralftd a a Licensed! Plorkle Professional 9 gi 06nommiha*mik 4 BERMS 42DAWW4M OW REWORCED Florlde Departwissint of Business & Pmfs@Wonal Regulation pop I art Building Coda and Starrisdards tMIS Product Approval AppNcx*m Detail MalhLz Godo assildsagnew We RM Lomas (fill no.= P64W14 bowwwo-w- easOL20000 SERIES 420 AUJMN" SW FtMNFORrED OX. XO.)IX"kUoosuwjot go go 2MLblom Raw MOM ma� EIRAMMA hmmm AWN am" K Ulm, PE 0110`1312017 08MIJ2017 011MG020117 10110=7 Appatisid (717) 31T-111444 9912LA� hugmuLAKIN hmmmLwjm *so 20*1920*10mim In NWHE 2*MLIM and" E� 11air"s No Y" No WA FlorlidaDepastrim ollBusinessIlilprolleselionallitagulabn Building Codes And Stairidards; Product Approval Appkadon Datall Popiti 20 go ak RmLbmbg 20 MUM lown mombom GROW lbmddm hhWW MCA-,,,i AmEmd AN" Re 114104 2017 cbm &dft Radiate 0-00" Idwit vismbffow I "TagargilignViteak4l, Owy Pk*hW 11112W2017 oomo=lr 1121051017 Approved 00"awyn Eybdor Doors (513)rM40a Ins, (513)51"M Jill I ExhiANDOWAssamblo rmmdwbmodD"Y.- MWm*CwdkWmMwkorU*q agillmobohm QWMLA� alsoodixmu AngaML&LUM ft� 2aft A" Ime go Is WA2 2ddk= Bohm f� 73. 76, low. 190. 4RBT. ftM Pon Oft. 25 9L) Dixot*�Car (Wr to 167 Q1MM= NO yes No -30 PSF/40 63 4MW, NW, GRAF, 48.42.06,489.4M. M. Goal. all VANDOODEA11,174; INA Gasse Dow PAIF QD5SV. OW, GRWV. ARM. ARO$V, ED54, EDGSV Florida Deparbywrit of Business & Prolessionel Regulation, Building Codes and Standards Product Approval Application Detail Pall look& gdLbomm 20 ka MINN mmmdmmx fgg� xamoAm mild" NAAmicalid hoomM oku PAYMN 21117 Yhwm*-YM Corporation Rick W" National AacradMithn A Ryon J. sping, P.L 1201101 0WAIM? 112422=7 Aporoved calwayr; Esbarlar Doom (410)nll.1740 Mernowswill ineek" (613)76746H 111411 Jill P. a EdmilortloorAmearesea Use% loom, golkA� ABOM"Ckft finmoLbLum am gwo ww&qmctm rkby and a opwas said Classes F*WgMa Dow wth 1213MANt No Y" No WA TMMB-TMAWot; and Without atilaw - was ouseeft Florida Deparbillent of Business & Professional Pegulartlon Page I or I Building Codes wo Standards IMM14 Product Approval Apiptleadon 0@%N auk amokK go no 2ML&MOR 20 MUM IN" YMNINkm 9&*d ft@MWAUWm moka" MOM Rib� algAsomM 6AMSESE AMR Riwislow 2017 Th"wTiv Cwpwagon RkkWeqM NGSDMW Ationaftselts Ryan J. King, P.E. 12=0211117 01102il"17 Disallow. P Do= (4i9)2Ml74O 12rl2m? Alsionowed SWCOUNW. Zdarlow DoorAftembilles kwam (813)M4M ease aminowKnmm AMA awkwAmakinaKALMM fto&%Loffiadmm SEMB#JWNWALRO Is mum amilLa� AMEMMUWAM ammodAKAM i� Rift awaNk� MEMO a� a. &quotAmow�ft*,,-t Was Assasteenclimers by and So 0P@*w and Caused Pass Door vm 12031=1 me Y" No WA 7TWWA�TM&W-Vt &W wWw SMeftL hosaill q and Oubiwing Floside Deperinnsinit Of &Ak� & PMbNWW Regulation Bulking Codes and Slandanile Product Approval Application Detail Patiolarl lmmis Florida Department of Businsin A Professional Regulation Bulliding Codes and! Standards Product Approval Application Detail IAMIS 5j11lUN so mm loin numemm lookm 2m" go no DeLb"U aft 20& loom go 20 Dolomite go PAWWM 2011 IS VWKIM end Dom COANorr. Exhift Dom xddmum gram sow 4W4w K Wait, PE (711F)SIS4300 PS�MIAI (717)3174MM Idd" &hM�d ar-howmd agnm sow 0111301117 osmIrAl? oamsw? 11CM0120117 Approved! mm vandow, vasslawaill RwAdm III"? N VArsilises and Dom CA" loduKAJA� xddd" wivertsionew Lub Roboft Lomas Nov" AL Ufth. PE BIGAUMN hmmnd INS OW1312017 OOMIMI? 06118=7 110MOMM7 Approved &OCAUPW. U" e*MW low Australian as . *A*ow cassessin witimor Doors (717) 305-M P54111514 (717) 317-mm compassia, moot eask"Non PAW Anam; a SACN"wr. Sk%hg Dbftr Door 0 b@Mnowoff*Nttoom Ill Repleservis Ardftd or, a Licareeld Florlde NbOW EvIsoation Report Anim a pmbnww anower librift A Ardftd or a Liameed FbrM@ OIL& IM*subdwjkmbffzjwm guNkam� ageoLowdow 9moligansmak AMIMMLbLMM hIN091VAIVA mod 2wo I&M 2WIMLtm ALM= noswiwmmm hkmmmLbLmm jsma ROBINS I SOPM42DAUNMNtWSW UME$420ALUMINUMKCOXO 12031=6 MON40NFOROW No Yes No WA 2 SERIES 420 ALUMHM OW BERMS 4NALUMPM SOD OX. XO, XX IW31IMS 96&quobdD&*Mt NON41EDWORCM 2mmiLm Bohm E� No TOO NO WA HAUMM 2111111111 DOM )NNW mn&gk%K Rel Iwo 2017 0 V*Klm" end DOM ca"W. mosda, DOM SubCdeporin Uft Ealarlor Data Asawityles Molbo& Kwalwatim ROW Sam a Ploft R A 'Arillifteot or 6 Limmosid Flo aeLoomiemba willsams, BERMS 420 AUJMWM AM RONFORC4W Florida Daperbrant d Business & Prollosslorwil Regulation Building Coda aind Standards; Product Approval Appft&Mm Detail loalow w 20*ELLLhow anattesinger Luis Rob*ft LOPM (717) 31111511131110 PE-M14 bBOngwoffAvoLmn hokEL21odgm OMn 420 ALUMINUM SW RMNFORCM)UC)( 143&*WtKOUqmt glKboirm NdWAIMM m� Astals" I= Assailant A20mud arm aMne" sk ww% PE OW13=7 OWIIFA17 018ROMI? Iolio=7 Approved (717)31744" awaLh� hmmughtum ARNMUL&LOR knod on" 2mMmgAukgia2o him ouwomvmz BONO 2� IW311011114 No Yale No WA gob ma MINN modoom rAvion W17 POT kwusbin Clissasy: Ex*ft Dom SWJCdWW. GaIng ftbdw Data Anatolian Cowmftmo Modest C@dMaWm Mark or Lftq anuanbwm ftg MMMLIMShKxmm 11411 8OD41670 (Lwp Mass i Florida Deparbraint of Businew & P nal Regulation niplorl Suldling Codes and Slianderds, immots Product Approval AppOca*m Datell loom 21M go 9MLBWAU am Gomm subwAiam Xddmmm Idad &MOM BkOAMMO AmoM M" own Roark MWw&Dmdo 0= - DER LtwrAaoft 8= - VAL 12dGM7 114012017 IZ&AW17 Apwova4 (641) 40MI00 (7M3lf�-M diverkillisigaidissillwoom QWNXA� AUMMIOlLft hommiaLan mm neft BM&OLowdom 210glainimmicaft in MVINZ 2NMOJM bRtbd ft� vino sading ohm Door 041140W yu yes Y" MA Florida Department of Business & Professional Regulation P.G. 1 r 2 Building Codes and Standards 12/172010 Florida Deplarlinterst of Business & Professional Roguilidlon ftsalwl FW41aDeparbres ofBiliallyW&ProfteelorailRegullation Product Approval Application Detail Builitift Codes and Standards Product Approval Application Dsbfl Bulliding Codes wild Standards Product Approlval Application Detail Pesislotl U11120118 Enfit- aft 2AM LSA Version M-Ict-r Contact fihi,sw&Uc.... YWWEWA& Validated Submitted FW Ammayal A,-,,d iwu AM1276.rA Mull" Revision 2017 Ml "dcmni and Doors Brent Stringer Amedcam Arhillidurel Steven M. Ufth, PE 12FJWMI? 12/02017 01i"le Approwd gob sow= go a* DdLbm" go 290 Category: Miclows (117)3W33W ManiftelIvers; Association (7M 3174454 *No ungdoolK goom sommiKku� gibbi" #MSSM PSCAMiffival aeomm mom BM Verallm masidalaw loom go ou gojyAaa RfAiN 20 SubCstegary: Shigia Hung COMPO�* Method: Crtftdlon Mark W Usling b2IU1nprQmk%d� =7 ciww no" Is cwnp" 1111111111 Y -11- T*Mft Swvbn NA. Garry, Pkeshker IMAW117 09now? 1121405=7 Apinvad RWMM 2017 ClOWS I Proxhails C*nWW ZOINWLAM� A*A� MrLANOW Mo*lml Il' WA~ TW" GWAOM K G" K*hW 111r2orm? 08"01:21017 ANOWN own PM$M Cappory. Elawlsor Dom &OCMWW SMI" ftWdw Dow Mandan (50) "$a= Ina. (513) 5194M me" -wh 1, Askew Dom (fits) 7704M Ino. (613)6104NO 12fami? Approved n meet" Cwo%obn Mift or Usil Subt0sm; Secdonsid siderlor Dow Assemblies mwambdwdodom.mn 2WaWAREMM Acronwitil for Us, A-,v,dfU,, 1,-t Daiwa, cow4ommm~.r, 1, , %N*atuov AIL9 Prad-thlodal,himbersirlyame pmdt Desedati- Corgrat Expiration Date Awa gwkwjj= RUA= lu — MR � moohKla-- amilLi� Awarmadfarthwe AMEMBUKM EMOOLOkWANO gmagamommELOW Iniffim awmiLmn low asibim 9WE ft� agimmaLladuk &If QWXXA� ammodbLum ammmuzmm Bmamiamomm guAtutimbomam M� 21BIES 2 Ja5SH 52xN Firiflargo Frou; IGISO Slngle Hung 109/me No yes No Be 006 V" PAN-VIS111.14,75,64A. 14,42 48.429.408. 4RST, OW, OM, QRSL ARAB. EM view Pon oft. 25 alroscar (up to 9V wids) 01111214129 No Yoe W) WANDOIDDES111174;V1011110finissitloor No -38 PWI-42 102 102 VAP-16 PAN-VIft 73.75.04A. 94.42,40.429.40, 110.111M amomm OW Palo arb, 20 9L) DoUbWCW (Wr th IeT OS21ram No yes RENO No ft� -37 PWI-41 less VISIT. OW, GDGS. GRAM. ARAB, Ross wida) VOCOOMWI?4; M Gaffice Dow PSF Florida Depairlimard of Business & Proftesionel Regulation piliplall Building Codse end Standards, immis 01.11111111an Product Approval Appillosidillon Detail awk 1dd11LK go no geolman go MINE vwwm VIEWEBEBE gamw zubwijmm MMMM" AUM moba� arLAUMN homm Iwo Re IN" 211117 POT IralushrIft Dean Ruwk MlomWeds, 11000 - CER MWMWUO 8= - VAL Wml? laamit 12a5=7 APW*ftd cossawyn ywaso - (941) 48"400 friw3l"M SubColossil Paled drustlesiBlisindiseldestswri Oowvftno Molio* C&MbOm Mark or UOV BAMIAMMAgglit awsLa� AmmndftrUm AgagissilLftatill INN 2ift ftg amooLumvkmmmkKmjmm nmkmLROUNNO AOMM&EMbooLolk 1, jarNE 91&ML� amid" E� 0 PV44=0 Imp Aftellill g 1 Vinyl Plead Window 0V3w= Yes Yn Yoe IMA FWW Doparbnwd of Business; 6 Prob@Wml Regulation pop I so I BuUng Codes Mid Standards iffirsole Product Approval Application Detail go 111111111LIK 2ma go 2MLON" go MUM vaision miladmilax 90� SM&OKAU� INIOMM bid" AWN" FWAsisivied Amewd awn PAVWN 2017 IM YJ ', and Dom Brismins"gair Lub R Lamw PE Shvian M. Urloh, PE lorimy Well 104=11117 IV12FAIT APWOM coaster. word" (717) 3043M P0.0514 (717)3474464 swisciasew. Muslim boUngKomkvcLom - - - Nummiock Evakdrow RoW ftm a lebride R g' , Artraist or a I-lowead Illorlds P tillsessax Brokaw nouRALembs gwmth� AnwandibrUm a" emaoikAdimimML2LUM ft*MKRNGNM goomoLlaboUL201 IRWM amwgL� Bohm ft� 2 AM Vaftsl Allisminotin Aeoffien 12131=6 NO Y" Y" NA amawn fdo PM Ingo MbmdOm R 11 2017 PGT w4u$mn cabow. voida - Sidica"Mr: "0 Oavvb� lblm*. Outstation Mark or L10s; BAMEBKftw" AMA EMOOLONmikm*ALKiku 7 014MM Usas Womb Imposo PL�4tll sm mm ximin ummkom Revision 2DIT parkwu*ln Wkirlm swicablisaw. Musonit Wkishod; cwwbwm Mark of UOV PL�4ni P.Whadhe bl&mukm NOOK "NX MLIbmfarMDDQmWW Florida Deparlimisist of Business & Prollessional Regulation, Building Codes arid Standards Product Approval Application Detail 1nMw w go 201 gain" ROA Gomm sawaNLAIA� MAIN& Vold" now" gwLamgmg hurmo AMR DW Rook mwffAosft 1100D - CAR Mlerni0sche 9000 - VAL 12MUM? IZOM? 112agm? Approved (041) 411184100 (MM 315*M 900LA� Assamwed to, thus AMMadimmo mams no*MLRNmkft gookELKWAMENLOO am OMMMLOW MENM Vinyl $Nb HLing Wilindow 071309= Y" Y" Y" WA Florida Department of Buslineas & Proftesional Regulation Building Coda and Standardle Product Approvall Application Detail pop I of I ifflW6 soma go AdLbwn go SEW AM*MLAM� imimoLk owmdw EWLAMMM Aselow am Dean Rustic Mkff64)mft 1111000, - DER MMMWUO WW - VAL 12MVM7 11111111=17 12011112017 Approves! (541)~00 318.m drawlsopplindelairlos issin ftokaLRmodOw 9OK&� hommuLus ammmikLum inna RON sommeammombb IRAN owwaim &Iwo r� Alurninurn Mideast 06021=1 yn Y" Year WA Building Codes and Standards 12/12(2Dl& Product Approval Application Detail antit, . Q& 20 2AUt lxu Xs= NOMINAL contad sagouLLWQM Am" 111,1111111111161 samum Amu Revision 2017 Is Vilindownt old Doors Onin! Stinger Amwkvh Archlectift Steven M. LM0. PE 014111we 0IM312010 0112=016 APpr-*d Category! 111findawn (717)366-3300 MantlIkkners; Association (717)317-8454 SubCatevory: Hatt r9al Sfider loslUnpromMd.com Como$wnc4 Method: Corlificallon Mark or LldbV OLWftA,-,, A—gidlorUs, AmirivadfarrUsa Product 0-flet.- 73XB2 histsilled Glass 11 "via Outside . — No yes No +651.55 9mb mu ME" nmmbmm FAVIdDn 2017 imam Nassis solaing Peadvats. win cadegorr. PWM lidwas, SW4019uy.l shmm 0, Mogm*EvakwknR@W*wno Floode Registered Ar~ a a Warned Plorlde amiiswmhukm DOOM" LOP $We Flords Delparlinsint of Busilress, & Prollesslonal Regulation Pop I of I Building Coda wW Standards Product Approval Applicallign Detail Adka Room Ronald L 09wris PkgWwV Zhu W 3404W Pill pkvw".Zhuo*ng" ftown ftw-oss w lop sidwic no ok adLaMOK go likidoLk mwwmad AWA� aWLAMMd AMENN awn John Southwest. P.R. 01061211117 OLVIMIT 011112111120417 lail'10112101? Approves! Mull, wanso hmumuffift AMMMOJKJM loug awn 12131*100 Y" Y" MIA MIA U) —CU > (D -C -I.— L- CL a 0 0 L- 0)0 cu -6-0 (D 0 -CU U) a 0 2 C: 0 (D CU 0 C) LL %+.-- ICU W E L- 0 2 0 CL ICU U) CL < z w mi Cn M C: 0 CIO 0 (D W ICU > 0 L- Me. CU U) 0 L) U) ICU M LLI < z z < -j 0- SHEET NO. PA 1.1 Florida Deparknert of Business & Prokesslormill Regulation Build" Coda arid Standards Product Approval Application DeW PWICNI immis "2IJmm 920 go a* 202man 20 bm mmdm Alikettlat MCAMMW homm ftelmom, 2017 "m stdow producte, km Peme"M Zhu Am - 1.0we John SwjMwd, RE OWMIT OLVM17 0110=2017 IQmdW7 APWWJod caftsory: pow VAft PW 3411-= PE44121 (3pw-nx sweemb"! swing Omphw*Awownww Complimnime; 1110hork Evakmetlon Report Atom a dim.om Florelm R g Archbot or a UowaW Feerhim Prob"W" shomw aminuaLbohm SMOLAMOM ANWAMAIXft AMMOOLUMN Now 2ift MOL9 godoolobownAk In WAU 0,111116WAM Bohm ft� 2 "LI&PWM LOP aft ftw4wam lop wee; l7j3lrj= Yee, Y" MIA WA Florkim Deparknent of Busimals & Pmbssloml Regulation PWIOII Building Codes and Standards i4mis Product Approval Application D@W PLM212LM so 9di 20 2NLbmm 20 MINN isswo nomdobm Good INIMA& Idd" 11110011111of ElgAiMM Ammemal odw Re AM, 2017 aMm AU-Produclskna KVftN Zhu R I L 09MM John Southerd, PAL 0111125my 0110002017 01102=17 iwior"7 AporwAd coaster. 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